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HomeMy WebLinkAboutApplication- PermitNo. 5782 GA RJIEL7) COUNTY BUILDING, SANIIA 77ONandPLANNING DEPARTMENT 109 Ath Strcct Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 lob Address 17 Dakota Court, Lot 10, Dakota Subdivision, Carbondale Nature of Work 1311-11 A 1 ng Permit Use of Building tingle Family Dwelling w/Triple Garage Owner M- v„ S t sele Contractor Owner Amount of Permit S 1,494.37 Permit: 905.68 Plan : 588.69 Paid $588.69 1-11-96 Date February 1 1996 S. Archuleta Clerk BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. PERMIT NO. .5-71X1 PARCEUSCHED NO. JOB An � &77: l/�1,/L/©��./9 RESS / Y , 4 ,&? 1 LEGAL D SCR. LOT NO. /, � BLOCK SUBDIVISION �" v/_T ` � 2 OWNER/fl1Re t��0/e, ADDRESS�yQ�4$z / pH.q gvso /� WK.PH.963/sus' 7 3 CONTRACTORe7 toliVet/�' uf/dee r ADDRESS C g 0 Nd �/t PH. LICENSE NO. 4 ARCHITECT OR DESIGNER ,j ce£2za)!� ADDRESS PH, LICENSE NO. 5 ENGINEER f ADDRESS PH. LICENSE NO. 6 S.F OF BUILDING S.F OF LOT 07 O/ coo HEIGHT NO. OF FLOORS 7 USE OF BUILDING S'S- /2ec 8 CLASS OF WORK: Y"`•• °ADDITION °ALTERATION °REPAIR °MOVE °REMOVE 9 DESCRIBE WORK' S'rc/o-n(6- //es ' , n iXt?/e /o- A-( - IT (� 1U GARAGE SINGLE DOUBLLe efOCARPWORT SINGLE DOUBLE`/_mu DRIVEWAY PERMI•T ON SITE SEWAGE DISPOSAL PERMITGQ VA'—SLIT PLAN "LCT q,.. 11 in C� VALUATION of WORK$ /�Si(•�� ADJUSTED V,ALL.$/ PLAN CHECK FEE x0108' 69 PERMIT FEE70 5; ee r SPECIAL CONDITIONS; 22 z A" ' /i( 4310 8pyz at 1, w2,06 /3 T P',F v M. £rg SCHOOL IMPACT F E IV- NO. OF BUILDINGS ON PARCEL USE OF BUILDINGS NOW ON PARCEL TOTAL FEF I'y 9.Cf3t {J ^J OCC GP(\-J)�-i CONST. TY/PE (/ NOTIC SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, VENTILATING OR AIR CONDITIONING./ THIS PERMIT BECOMES NULL AND VOID IF WORK OR NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR ABANDONED FOR A PERIOD OF 180 DAYS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED HEREIN OR NOT: THE GRANTING OF A PERMIT AUTHORITY TO VIO TE OR CANCEL THE PROVISIONS LOCAL ATLAW N R ULATI ONS UCTION CO RI_...Dula/ CONSTRUCTION OR AT ANY TIME THIS APPLICATION OF LAWS WITI-I DOES NOT OF ANY OR THE al un• PLUMBING, AUTHORIZED WORK 15 SUSPENDED AFTER AND AND ORDINANCES WHETHER SPECIFIED PRESUME OTHER STATE PERFORMANCE % . • notice WATER SUPPLY DATE PERMIT ISSUED 4— / •' 96 HEATING, SPECIAL AFFxovALs REQUIRED Rfcervep Nor REOIrIREp IS ZONING WORK IS HEALTH DEPT. KNOW FIRE DEPT. TO GIVE SOIL REPORT OR OF SETBACKS bove FLOOD HAZARD Signature o Owner, Contractor or authorized agent h. ng . MANUF. HOME fj Bui ding • epartment Approve/date P anning Department pprovar.. - OTHER AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY 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 FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform,003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL Neel--- 19, "/ Qct 'aro' /-i/ y/ 6'rfo V •9F ICBO Evaluation Service, inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright 1994 ICBG Evaluation Service, Inc. Report No. 4572 January, 1994 Filing Category: DESIGN—Concrete (Q38j CONFORM® SMARTOLOCKDA POLYSTYRENE FORMS FOR REINFORCED CONCRETE WALLS AMERICAN CONFORM INDUSTRIES, INC. 1820 SOUTH SANTA FE STREET SANTA ANA, CALIFORNIA 92705 I. Subject: ConForm8 Sinai -REP, ' Polystyrene Forms for Reinforced Concrete Waifs. II. Description: A. General: The Conform SmartBlock concrete form wall system consists of expanded polystyrene units which serve as insulation and forms for load-bearing and nonload-bearing wails, shear walls, basement wails. retaining walls and foundation walls. The units are manufactured in two basic types, Standard Forms (SF series) and Variable Width Forms (VWF series). The face shell thickness of the forms is 13/4 inches for the SF series and 2 or 21!a inches for the VWF series. The SF sarres units are 10 inches high by 10 inches wide by 40 inches long with tongue -and -groove attachment at the top and bottom. When laid up, the units form 7'!2 -inch by 61/2 -inch rectangular vertical cores at 10 inches on center and 61/2 -inch by 6114 -inch rectangular ;horizontal cares at 10 inches on center. The form units remain in place after setting of the concrete and must be protected by approved interior and exterior finish materials. The VWF series units are 10 ar 12 inches high by 40 inches long and have variable widths depending on the thickness of the finished concrete wall, which is from 3314 to 73/4 inches. The tongue -and -groove units are interconnected with polypropylene bridge inserts. See Figures Nos. 1, 2 and 3 for further details. 8. Material:1. Conform Units: ConForm's SmartBlock units are molded from expanded polystyrene beads manufactured by BASF Corporation (Evatuation Report No. 3401) or Huntsman Chemical Corporation (NER-384), having a density of 1.5 to 2.0 pounds per cubic foot with a maximum flame -spread rating and smoke -density rating of 25 and 450, respectively, when tested in accordance with U,B.C. Standard No. 42-1. 2. Concrete: Concrete with 318 -inch aggregate for both the SF and the VWF series has a minimum compressive strength of 2,000 pounds per square inch. 3. Reinforcement: Walls are reinforced with minimum No. 4 deformed bars conforming with ASTM A 615-87, A 616-87, A 617-87 or A 706-86, having a minimum yield strength of 40,000 psi or Nos. 5, 6 and 7 deformed bars conforming with ASTM A 615-87, A 616-87, A 617-87 or A 706-86, having minimum yield strength of 60,000 psi. 4. Other. Wood members for plates or window and door framing are preservative -treated lumber secured in place with galvanized anchor bolts. C. Design: 1. VWF Series: Concrete walls using the Variable Width Forrn series units are designed in accordance with Chapter 26 of the Uni- form Building Code, 2. SF Series: Concrete walls using the Standard Form series units are designed in accordance with the following requirements: a. Structures are limited to maximum two stories or maximum ane basement and one story and maximum 10 -foot unsupported wall heights. b. Parameter for determining allowable alai load is one of the following: (1) Maximum allowable axial load of 1.500 pounds per foot length of wall. (2) Maximum total roof live and dead load at 50 psf, maximum total floor live and dead load of 50 psf and maximum bearing wall spacing of 20 feet. c. Parameter far determining allowable transverse wind load is ane of the following: (1) Wails may be constructed in areas with maximum basic wind speed of 100 miles per hour, Exposure C as defined in Section 2312 of the code. provided vertical and horizontal reinforcement is No. 4 bars at maximum 10 inches on center. (2) Moments and shear do not exceed allowable values in Tables Nos. and II. 3. Wall openings are vertically and horizontally reinforced with two No. 5 bars extending 24 inches beyond the corners. 4. Roofs and floors are anchored and supported at the wall in accor- dance with Section 2310 of the code. See Figure No. 4 for typical details_ 5. Allowable in -plane shear capacity is 4,800 pounds per linear foot. Maximum wall height to width ratio is 2.5:1 with a minimum shear wall length of 4 feet. 6. Anchorage to foundation complies with Section 2615 of the code, D. Interior Finish: Walls roust be finished on the interior with 1/2 -inch - thick gypsum wallboard mechanically attached, using self -tapping screws, to 11/2 -inch -wide, No. 26 gauge galvanized steel (0.0217 -inch) or No. 24 gauge (0.02 -inch) aluminum strips secured to concrete with 16d nails. The nails are inserted into holes in the metal strip, pushed through the conform unit and are secured with speed washers to prevent withdrawal until the concrete has set. Spacing of anchor plates and fasten- ers and installation of the gypsum wallboard must comply with Section 4711 of the code. Gypsum board must also be attached to window and door frames. E. Exterior Finish: Wails are covered on the exterior with a weather -re- sistive covering in accordance with the code and/or an evaluation report. Suitable finishes include, but are not limited to: STO industries, Division of STO Corporation, R -wall Finish (Evaluation Report No. 3617), STO industries, Division of STO Corporation, STO Exterior Wall f=inish (Evalua- tion Report No, 3906) and Universal Paint Products Company, Therm -A - Tex Exterior Wall Finish (Evatuation Report No. 4372). Exterior wail cover- ing must be recognized in individual evaluation reports for the required design wind pressures. F. Foundation Wails: See Figures Nos. 5 and 6 for typical foundation walls constructed with SF series units. G. Retaining Watts: The walls may be used as retaining walls with rein- forcement, provided they are designed in accordancewfth accepted engi- neering principles. See Tables Nos. IV, VI and VIII tor reinforcing require - Evaluation reports of 1CBO Evaluation Service, Inc.. are issued solely to provider information to Class A members of ICBO, utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any otherattribwes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaktattion Service, Inc., technical staff has reviewed the lest results attdlor other data, but does not possess teufacitities to make art independent verification. There is no mutants? by ICBO Evaluation Service. inc., express or implied, as to any "Finding" or other matter in the report oras loamy product covered by the report This disclaimer includes. but is not limited to. merchantability. Page 1 of 10 Page 2 of.10 Report No. 4572 H. Basement Walls: Conform Smartelock units may be used tor base- ment walls. When the SF series units are used, the basement is considered ie first story of the two-story limitation specified in Section 11 C 2 a. See Cables Nos. Ill, V and VII for reinforcing requirements. Waterproofing and damp -proofing of basement walls must be in accordance with Appendix Chapter 29 of the code and the .manufacturer's instructions. Products to be used for waterproofing are Sea!tight Mel -Rol waterproofing and liquid membrane without primers or mastics manufactured by W. R. Meadows Inc.. or Henry No. 107 asphalt emulsion manufactured by Henry Company or Polyguard 650 without primers manufactured by Polyguard Products, Inc. See Figures Nos. 7 and 8 for further details. I. Crawl Spaces: Conform units exposed to the inside may be used for walls forming underfloor crawl spaces, contingent on the following condi- tions: 1. Entry to the crawl space is only 10 service utilities. 2. There are no interconnected basement areas. 3. Air in the crawl space is not circulated to other parts of the building. 4. Ventilation complies with Section 2516 (c) 6 of the code. 5. Block units exposed to crawl spaces are limited to those manufac- tured with BASF Styropor or Huntsman expandable polystyrene beads. J. Fire -resistive Construction: Concrete walls constructed with VWF series 53/4 -inch -thick and 73/4 -inch -thick units, with one layer of 1/2 -inch - thick gypsum wallboard attached as noted in Section II D, are recognized for fire -resistive ratings of up to 4 hours. K. Special Inspection: Special inspection is required as noted in Sec- tion 306 (a) of the code at the time of placing of reinforcing steel and pour- ing of concrete. The inspector is required to inspect pouring and consoli- dation of concrete to ensure proper filling of voids at each levet, since the forms remain permanently in place. Taking of test specimens for stem wall foundation construction as ted in Figure No. 5 is not necessary. When approved by the building official, special inspection is not neces- sary for installation of single -story, maximum 8 -foot -high walls housing Group R-3 or M-1 Occupancies, provided the following conditions are met: a. Maximum height of individual concrete pour is 48 inches. b. Installation is by trained installers approved by the manufacturer. c. Halt the allowable aesign stresses are used for the design of the ••valls. L. Identification: Eacn package bears a label noting the product name, address of the manufacturer, flame -spread and smoke -density ratings and the name and logo of the quality control agency, Underwriters Labora- tories Inc. (NEROA-4031. III. Evidence Submitted: Calculations and structural details, reports of tests in accordance with applicable portions of the ICBG ES Acceptance Criteria for Foam Plastic Insulation dated April, 1992, and Concrete and Concrete Masonry Wall Systems dated June, 1987, reports of fire tests in accordance with U.B.C. Standards Nos. 17-5 and 43-1, and a quality con- trol manual. Findings IV. Findings: That the ConFarm's3 SmartBlockTM units described in this report comply with the 1991 Uniform Building Codem, subject 10 the following conditions: 1. They are manufactured, identified and installed in accordance with the manufacturer's instructions and this report. 2. Walls using the SF series formsare limited to two-story or maxi- mum one basement and one-story structures with a maximum unsupported wall height of 10 feet. 3. Walls using the forms are considered combustible construction. 4. Plans and calculations are submitted Tor building department approval for each structure, except that calculations need not be submitted when using the VWF series walls as foundations for stud bearing walls as noted in Table No. 29-A of the code. 5. The forms are separated Iron the building interior with mini- mum 112 -inch -Thick regular gypsum wallboard installed as set forth in this report. 6. Special inspection is provided in accordance with Section Il K of this report. 7. The units are manufactured in Santa Ana, California, under a quality control program with inspections by Underwriters Labo- ratories Inc. (NEROA-403). 1993 Accumulative Supplement to the U.B.C.: This report is unaffected by the suppiement. This report is subjected to re-examination in two years. TABLE NO. I -,SF 10 WALLS WITH REINFORCEMENT AT EDGE OF WALL).Z3•4 VERTICAL REINFORCING STEELS -6 ALLOWABLE MOMENT{a-Lbsjrt.) ALLOWABLE SHEAR (Lbs/F1.) No. 4 at 10" o.c. 3.194 3.250 No. 5 at 10" o.c. 6.625 3.207 No. 6 at 10" o.c. 7341 2.822 'Minimum compressive strength of concrete is 2.000 p i. '-Horizontal reinforcement is No. 4 at 10 inches on center or No. 6 at 20 inches on center: 3 Walls to be anchored to all floors ami roofs as specified in Section 310 of the code. Walls shall be interconnected at comers by embedding and lapping the reinforcement as specified in Section 2612 of the code. 4When used as basement wails. the basement floor mus be poured and the first floor in place prior to backfilling. or adequate temporary shorine must be installed. 5Minimum yield strength of No. 4 bar is 40.000 psi and Nos. 5 and 6 bars is 60.000 psi. 6Reinforcing steel placed near the edge of the wall side bearing the transverse load such that the outer surface of the steel is covered by 11./2 -inch -thick concrete. If wall bears load from both sides. reinforcing steel must be in the center of wall and allowable values in Table No. 11 apply. TABLE NO. II—SF 10 WALLS WITH REINFORCEMENT AT CENTER OF WALLt a3 4 VERTICAL REINFLRCINO STEELS ALLOWABLE MOMENT (FL-WaJR.) ALLOWABLE SHEAR (LbsdR.) No. Oat ID" o.c. 2.114 2_223 No.5 at 10" o.c. 4219 2.223 simum compressive strength of concrete is 2.000 psi. .arizened reinforcement is No. 4 at to inches on center or No. 6 at 20 inches on center. !Walls to he anchored mall floors and roofs as specified in Section 2310 of the code. Walls shall be interconnected at comers by embedding and lapping the reinforcement as specified in Section 2612 of the code. 4When used as basement walls. the basement floor must be poured and the first floor in place prior to backfilling. or adequate iempomry shoring must be installed. 5 -Minimum yield strength of No.4 bar is 40.000 psi and Nos. 5 and 6 bars is 60.000 psi. Pege3af10 Report No. 457: TABLE NO. Ill-10VWFB AND 12VWF8 BASEMENT WALL—WALL RESTRAINED AT TOP AND BOTTOM1,23,4,5.6,7 WALL HEIGHT (Feet/ EQUIVALENT FLUID PRESSURE(Ib.dtP/n4 30 35 40 45 50 55 80 65 70 75 I 80 85 6 No. 4 at I8" o.c. No. 4 at 18" o.c. No.4 at I8" o.c. No. 4 at 18" o.c. No. 1 at 18" o.c. Na. 4 at 18" o.c. No.4 at 18" o.c. No.4 at 18" o.c. No. 4 at 1 S" o.c. No. 4 at 18" u.c. No.4 at 18" o.c. No. 4 at 18" o.c. 7 No. 4 at 18" o.c. No. 4 at IS" o.c. No. 4 at 18" o.c. No. 4 at 18" o.c. No. 4 at 18" o.c. No. 4 at 18" a.c. No. 4 at 18" o.c. No. 4 at 12" o.c. No. 4 at 12" o.c. No. 4 at 12" a.c. No. 4 at 12" o.c. No. 4 at 12" o.c. 8 No. 4 at 18" o.c. No. 4 at 18" o.c. No. 4 at 18" o.c. No. 4 at 12" o.c. No. 4 at 12" o.c. No.1 at 12" o.c. No. 4 at 12" o.c. No. 5 at 18" o.c. No. 5 at 18" o.c. No. 5 at 18" a.c. No. 5 at 18" o.c. No. 5 at 18" o.c. 9 No.1 at 12" o.c. No. 4 at 12" o.c. No. 4 at 12" o.c. No. 5 at 18" o.c. No. 5 at 18" o.c. No. 5 at 18" o.c. No.5 at 18" o,c. No. 5 at 18" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. 10 No.1 at 12" o.c. No. 5 at 18" o.c. No.5 at 18" O.0. No. 5 at 18" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. S at 12" o.c. No. 5 at 12" o.c. Na. 5 at 1.2" o.c. No. 6 at I2" o.c. No. 6 at 12" o.c. No. 6 at 12" o.c. 11 No. 5 at 18" a.c. No. 5 at 18" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 6 at 12"o.c. No. 6 at 12" o.c. No. 7 at 12" o.c. No. 7 at 12" o.c. No. 5 at 6"o.c. ' N/A N/A 12 No. 6 at 18" o.c. ' No. 6 at 12" o.c. No. 6 at 12" o.c. No. 6 at 12" o.c. No. 7 at 12" o.c. No. 7 at 12" o.c. No. 5 at 6" o.c. No, 5 at 6" o.c. NIA N/A N/A N/A (Minimum compressive strength of concrete is 2,000 psi. Minimum yield strength of No. 4 ba is 40,000 psi and Nos. 5, 6 and 7 bars is 60,000 p i. 3Reinforcing s'tccl placed near the edge of the wall side facing the soil such that the outer surface of the steel is covered by 11/2 -inch -thick concrete. 4Horizontal reinforcement is No. 4 at 10 inches on center or No. 5 at 12 inches on center. 5 Walls to be anchored to all floors and roofs as specified in Section 2310 of the code. Walls shall be interconnected at comers by embedding and lappine the reinfnrcemer as specified in Section 2612 of the code. &The basement floor must be poured and the first floor in place prior to backfilling. or adequate temporary shoring must be installed. 7Calculations are based on maximum two floors above the basement. N/A—Not Available TABLE NO. IV-10VWF8 AND 12VWF8 RETAINING WALL—WALL UNRESTRAINED ATTOPI,2,3,4 WALL HEIGHT' (Fee0 EQUIVALENT FLUID PRESSURE 00041.2/t1.1 30 35 40 45 50 55 50 55 70 75 80 85 6 No. 4 at 18" o.c. No. 4 at 18" o.c. No. 4 at l2" o.c. No. 4 at 12" o.c. No. 4 at 12" o.c. No. 4 at 12" o.c. No. 5 at 18" o.c. No. 5 at 18" o.c. No. 5 at 18" o.c. No. 5 at 18" o.c. No. 5 at 18" o.c. No. 5 at 18" o.c. 7 No. 5 at 18" o.c. No.5 at 18" o.c. No. 5 at 18" c.c. No. S at 18" o.c. No. 5 at 18" a.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No, 5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 6 at 12" o.c. No. 6 ar 12" o.c. 8 No. 5 at 18" o.c. No. 5 a 18" o.c. No.5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 6 at 12" o.c. No. 6 at 12" o.c. No. 7 at 12" o.c. No. 7 at 12" o.c. No. 7 at 12" o.c. No. 7 at 12" o.c. No. 7 at 6" o.c. 9 No. 5 at 12" o.c. No. 5 at 12" o.c. No. 6 at 12" o.c. No. 6 at 12" o.c. No. 7 at 12" o.c. No. 7 at 12" o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. No. 6 at 6" o.c. No. 5 at 4" o.c. N/A N/A 10 No. 6 at 12" o.c. No. 7 at 12" o.c. No. 7 at 12" o.c. No. 5 at 6" o.c.. No. 6 at 6" o.c. No. 6 at 6" o.c. No. 5 at 4" o.c. N/A N/A N/A N/A N/A 11 No. 7 at 12" o.c. No. 5 at 6" o.c. No. 6 at 6" o.c. No. 5 at 4" o.c. No. 5 at 4" o.c. N/A N/A N/A N/A NIA NIA N/A 12 No. 6at 6" o.c. No.5 at 4" o.c. N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A 1 IMinimum compressive s rength of concrete is 2,000 psi. 22Minimum y etd strength of No. 4 bar is 40.000 psi and Nos. 5. 6 and 7 bars is 60,000 psi. 33Reinforcing steel placed near the edge of wall side facing the soil such that the otter surface of the steel is covered by 11/2 -inch -thick concrete. 44Horizontal reinforcement is No. 4 at 10 inches on center or No. 5 at 12 inches on center. N/A—Not. Available. Page 4 of.10 Report No. 4572 TABLE NO. V-111VWF6 AND 12VWF6 BASEMENT WALL -WALL RESTRAINED AT TOP AND BOTTOM1.2,3,4547 ISEMENT WALL HEIG11T(FIIl) EQUIVALENT FWIO P11E35URE Obs./11.2/5.1 30 1 75 40 45 50 55 50 55 TO 15 80 es 6 No. 4 at 17.25" No. 4 at 17.25" No. 4 at 17.15" No. 4 at 17.25" No. 4 at 17.25" No. 4 at 17.25" No. 4 at 17.25" No. 4 at 17.25" No. 5 at 17.25" No. 5 at 17.25" No. 5 at 17.25" No. 5 at 17.25" 7 No. 4 at 17.25" No. 4 at 17.25" No. 4 at 172.5" No. 5 at 17.25" No. 5 at 17.25" No. 5 at 17.25" No. 5 at 17.25" No. 5 at 17,25" No. 5 at 17.25" No. 5 at 17.25" No. 5 at 1725" No.5 at 17.25" 8 No. 5 at 1725" No. 5 at 17.25" No.5 at 17.25" No. 5 at 1725" No. 5 at 1725" No. 5 at 17.25" No. 5 at 17.25" No. 5 at I2" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" os. 9 No. 5 at 17.25` No. 5 at 17.25" No. 5 at 1725" No. 5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" u.c. No. 5 at 12" u.c. No. 6 at 12" o.c. No. 3 at 6" a.c. No. 5 at 6" a.c. N/A N/A 10 No. 3 at 17.25" 0.0. No. 5 at 12" o.c. No. 5 at 12" o.c. No.5 at 6" o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. N/A N/A N/A N/A N/A 11 No. 5 at IT' o.c. No. 5 aI 12" o.c. No. 5 at 6" 0.0. No. 5 at 6" o.c. No. 5 at 6" o.c. NIA N/A N/A N/A N/A N/A N/A 12 No. 5 at 6" o.c. No, 5 at 6" o.c. No. 5 at 6" 0.0. N/A N/A N/A N/A N/A N/A N/A N/A N/A 'Minimum compressive strength of concrete is 2,000 psi. 2Minimum yie d strength of No. 4 bar is 40.000 psi and Nos. 5.6 and 7 bars is 60.000 psi. 3Reinforcing steel placed near the edge of wall side facing the soil such that the meter surface of the steel is covered by 11/2 -inch -thick concrete. 4Horizontal reinforcement is No. 4- at 10 inches on center or No. 5 at 12 inches on center. 5 Walls to be anchored to all floors and roofs as specified in Section 23E0 of the code. Walls shall be interconnected at comers by embedding and lapping the reinforcement as specified in Section 2612 of the code. 6The basement floor must be poured and the first floor in place prior to backfilling. or adequate temporary shoring must be installed. 7Calculations are based on maximum two floors above basement. TABLE NO. VI-10VWF6 AND 12VWF6 RETAINING WALL -WALL UNRESTRAINED Al' TOP 1,2.3.4 1 WILLNEIGWT (Fertl EOUWAWENT FUJIO PRESSOR (15a.N.1/II.1 30 35 40 45 50 55 50 R 70 75 00 85 6 Na. 5 at 17.25" 0.0. No. 5 at t725" 0,0. No.5 at 17.25" 0.0. No. 5 at 17 25" 0.0. No. 5 at 17.25" 0,0. No. 5 at 17.25" 0.0. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 5 at 12" o.c. No. 6 at 12" a.c. No. 6 at 12" o.c. 7 No. 5 at 17.25" 0.0. No. 5 at 12" o.c. No. S at 12" o.c. No. 5 at 12" o.c. No. 6 at 12" o.c. No. 6 at 12" o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. _ No. 5 at 6" o.c. 8 No. 5 a¢ 12" o.c. No. 5 at 12' o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. No. 5 at 6" o.c. N/A N/A N/A N/A N/A NIA 9 1 No. 5 at 6" os. No. 5 at 6" o.c. No. 5 at 6' o.c. N/A N/A N/A N/A N/A N/A N/A N/A N/A I Minimum compressive strength of concrete is 2,000 psi. =Minimum yield strength of No. 4 bar is 40.000 psi and Nos. 5 and 6 bars is 60.000 psi. 3Reinforcing steel placed near the edge of wall side facing the soil such that the outer surface of the steel is covered by 1 I/, -inch -thick concrete. 4Horizontal reinfo tis No. 4 at 10 inch".. "" """r"r nr Na 5 at flinches on center. N/+i-No-,Not- '-.��,.. TABLE NO. VII-SF10 BASEMENT WALL -WALL. RESTRAINED AT TOP AND BOTTOM 1,2,3.4.5,6 WALL UMW (Full mummer FLUIDPRESSUREIlar.el 411.1 ,. 30 35 40 45 50 55 50 55 70 7s 00 6 No. 4 at 10" o,c. No.1 at 10" o.c. No. 4 at 10" o.c, No. 4 at 10" o.c. No. 4 at I0" o.c. No. 4 at 10" o.c. No. 4 at 10" o.c. No. 4 at 10" o.c. 1 No. 4 at 10" o.c. No. 4 at let o.c. No.4 at 10" o.c. No.4 a . 10" o.c. \ 7 No. 4 at 10" o.c. No. 4 at 10" o.c. No. 4 at 10" c.c. No. 4 at 10" o.c. No. 4 at Iff ac. No. 4 at 10" o,c. No. 4 at 10" o.c. No. 4 at 10" o.c. No. 5 at 10" o.c. No. 5 at • 10" o.c. No.5 at 10" o.c. No.5 at l0" o.c. 8 Na. 4 at l0"o,c. No. 4 at 10'o,c, No. 4 at 10" 0.c. No. 5 as 10'oc. No. 5 at lo"oc. No. 5 at 10"c.c. Na 5 a lo'o.c. No.5 at I0"o,c No. 5 at 10"o.c. No. 5 at 10'o.c. No.5 at IO'ac. No.5 at - ler 0.c. 9 No. 4 at 10" o.c. No. 5 at 10" o.c. No. 5 at 10" a.c. No. 5 at 10" c.c. No. 5 at 10" o.c. No. 5 a{ 10" o.c. No. 5 at 10" o.c. No. 5 al 10" o.c. No. 5 at 10" o.c. N/A N/A - N/A 10 No. 5 at 10" o.c. No, 5 at 10" o.c. No. 5 at 10" o.c. No. 5 at I0" o.c. No. 5 at 10" c.c. No. 5 at 10" o.c. NIA N/A N/A N/A N/A N/A Minimum compressive mrength of concrete is 2,000 psi. 'inimum y'eld strength of No. 4 bar .5 40.000 psi and No. 5 bar is 60.000 psi. inforcing_steel placed near the edge of wall side facing_the soil such that the outer surface of the steel is covered by 1l/, -inch -thick concrete. CHorizonml reinforcement is No. 4 at 10 inches on cent 'Walt io be anchored to all floors and roofs as specified in Section 2310 of the code. Walls shall be interconnected at comers by embedding and lapping the reinJai ement as specified in Section 2612 of the code. ;The basement floor must be poured and the first floor in place prior to backfilling. or adequate temporary shoring must be installed. N/A -Not Available. Page 5 of 10 Report No. 457 TABLE NO. VIII—SSF10 RETAINING WALL—WALL UNRESTRAINED AT TOP' 7,7.4 WALL HEIGHT (FMO EQUIVALENT FLUID PRESSURE IIbs.,rit n.l 30 35 40 45 50 55 60 85 i 70 75 80 85 6 No. 4 at 10" o.c. No. 4 at 10" o.c. No. 4 a 10" o.c. No. 5 at 10" o.c. No. 5 at 10" o.c. No.5 at 10" o.c. No. 5 at 10" o.c. No. 5 at No. 5 at IV o.c. 10" o.c. No. 5 at 10" o.c. No.5 at 10" o.c. No. 5 at I(Y' o.c 7 No. 5 at 10" o.c. No. 5 at 10" o.c. No. 5 at 10" o.c. No. S at 10" o.c. No. 5 at 10" o.c. No. 5 at 10" o.c. Na. 5 at 10" o.c. No.5 at 10" a.c. N/A N/A N/A N/A 8 No. 5 at 10" o.c. No. 5 at 10" o.c. No. 5 a 10" o.c. No. 5 at 10" o.c. No. 6 at 10" o.c. N/A N/A N/A N/A N/A N/A N/A 9 No. 5 at 10" o.c. No. 6 at l0"o.c. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 'Minimum compressive strength of concrete is 2.000 psi. 2Minimum yield strength of No. 4 bar is 40.000 psi and Nos. 5 and 6 bars is 60.000 psi. 3Reinforcing steel placed near the edge of wail side facing the soil such that the outer surface of the steel is covered by 11/1 -inch -thick concrete. 4Horizontal reinforcement is No. 4 at 10 inches on center. STANDARD FORM SF 101040 TOP 7.50• ire ■>•�>•inn---Nom= -----es N 1 BOTTOM 40.50` SIDE 1 no i S > — — _ ===== _ - ===== 3.75- r. END alar 10.00' 15.05` \ / END PIECE 10.00' 1.75' 550' 1.75' 1600' Page fief la.' Report No. 4572 1.750' 3751 VARIABLE WIDTH FORM VWF 21040 TOP irt,w, ler A 2.125" “f 1-42k[� �.lar� /S—cSdS--74111—mist iii imaci Mani ■ Mani ■ani i i-i� 51—a i i+a MeM ® Manana lY 4.00' 8.00' BOTTOM 3.75' 5.75" 7.7r 2.125' a� S S a Iis i• MN 1Ma ® ®®flIMM Ms al Ma Ma! M SIDE 40.00' ■m M 0 I VIM M 0.887 10.00' M I SI MOB CEO M MIs =I MOI — ® M 1 M M M END END PIECE pMI n n n > K 8.00'110.00Y1 2.00' 3.75115.75177.75" In� FIGURE NO. 2—VARIABLE WIDTH 10VWF SERIES 0.887' 10.001 Page 7 of 10 Report No. 45' r.— VARIABLE WIDTH FORM VWF 21240 TOP BOTTOM SIDE IC 40.00' $.00710.40.112.00' END PIECE 3.75.15.7577.75' FIGURE 110. 3—VARIABLE WIDTH 72VWF SERIES 0.587' 12.00' 2.125' 3.75' 5.75- 775' 2.125' 0.667' 12.00' Page 8 of 10 Report No. 4572 TYPICAL FLOOR FRAMING DETAIL JOISTS PERPENDICULAR TO WALL TYPICAL FLOOR FRAMING DETAIL JOISTS PARALLEL TO WALL 0ELSAMMORROMER T® WNW MLLNRZI/m/ Fan!. PIM MIRK 4316 RISCO Ira TO YR MOOT SCUM MIMEO i.d®IIN.101L All ROLM Oi10LI lO =TWO MIN MLTOIOR®091Z 19RRYLId11 N1B1® OaaJOMTIWIOON RR KM- MOM IML N 9Q90 P.YnF..MIL OMFOL Op Mm-m001R®101@ MO910.TNI9990 CONNECTION REQUIRED PER SECTION 2310 OF THE COOS OMNI! 10901 MM91 TYPICAL ROOF DETAIL RAFTERS PERPENDICUI.AR TO WALL TYPICAL ROOF DETAIL RAFTERS PARALLEL TO WALL FIGURE NO. a—CONNECTIONS TO ROOFS AND FLOORS Page 9 of 10 Report No. 457: EXTERIOR FINISH DOUBLE JOIST SILL PLATE AS REQUIRED I Y i ANCHOR BOLT AS REQUIRED 8 MIN. 1110IIEREMI _ EIII]IIEIII S ONE STORY r TWO STORY r THREE STORY 18' N4 HORRONTAL REBAR TOP AND BOTTOM <-1---CONFORM SEM 1r ONE STORY 15• TWO STORY 18' THREE STORY FIGURE NO. 5—SF SERIES FOUNDATION WALL (STUD WALL CONSTRUCTION) iu=mau wn=t �i lei JI 111=UIF ill'tl 111=IIE FIGURE N0.8 --SF SERIES FOUNDATION WALL (CONCRETE WALL CONSTRUCTION) " Page 10'of 10'' Report No. 4572 FIGURE NO.7-VWF SERIES BASEMENT WALL FIGURE NO. 3 -SF SERIES BASEMENT WALL GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION MANUFACTURED HOMES ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review niay be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling construction under the Uniform Building Code. This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: 1 1. Is a site plan included that indicates the distance of the proposed building or addition to property lines, other buildings, set back easemen and utility easements? r/ Yes No <) Not necessary for this project (2) 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties) , streams or water co es? Yes No (1) Not necessary for this project (2) 3. Does the site plan indicate the location and direction of the County or private ryad accessing the property? V Yes ______ No cu Not necessary for this project (2) 4.Do the plans include a foundation plan indicating the size, location Sir and spacing of all reinforcing steel in accordance with the uniform !Clio buildin de or per stamped engineered design? grQ2No V Yes No 0) Not necessary for this project (2) J9" `9f 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth?.,.. J/ Yes No (1) Not necessary for this project (2) 6. Do the plans indicate the size an location of ventilation openings for the attic,roof joist spaces and soffits? v Yes _(V_ No (u Not necessary for this project (2) 7.. Do the plans include design loads as required under the Uniform Building code for roof snow loads, ( a minimum of 40 pounds per square foot in Garfield County) floor loads and wind loads? Yes d No (1) Not necessary for this project (2) 8. Does the plan include a building section drawing indicating foundationrwa11, floor and roof construction? Yes J No (,) Not necessary for this project (2) 9. Does the building section drawing include size and spacing of floor joists, studs, ceiling joists, roof rafters or joists or trusses? Yes No n) Not necessary for this project (2) Sr q v 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes _1/_: No (n Not necessary for this project (2) 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span be vten the ridge and the eave down to existing grade contours? Yes ✓ No (u Not necessary for this project (2) 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifica_tiotis or phase II EPA certification? Yes No (,) Not necessary for this project (2) 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No _Y m Not necessary for this project (2) 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes _1/ No co Not necessary for this project (2) 15. Does the plan include a window schedule or other verification that windowsprovide natural light and ventilation for all habitable rooms? Yes 1/ No (i) Not necessary for this project (2) 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosur s and specify safety glazing for these areas? Yes V No (1) Not necessary for this project (2) 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and wat eaters indicated on the plan? Yes No (I) Not necessary for this project (2) 18 Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from that association, if required by that association, prior to submitting an applica '" for a building permit? Yes No („ Not necessary for this project (2) A- re" r 1- r LPc c. • v 19. Have two (2) complete sets of constructions drawings been submitted with the application? Yes No (() Not necessary for this project (2) 20. Is this an application fo .the placement of a manufactured home? Yes No If yes, have you specified the size of the unit (min. 20ft x 20ft); live roof load (min.40#); wind design (min. wind speed of 80 mph & 15 lb. wind load); foundation design; method of anchoring? Yes No (u Not necessary for this project (2) 21. Have you designed or had this plan designed while considering buildin .and other construction code requirements? Yes t� No (3) 22. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield Building Department? Yes ✓ No (3) 23. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes _ L No (3) 24. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School impact" or "Septic system " fees required, at the time you pick up your building permit? Yes _ No (3) 25. 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 -of the building? Yes I/ No (33 26. 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 _ No (3) (CONTINUED 014 NEXT PAGE) 4 4 I hereby acknowledge that I have read, understand and answered these questions accurately to the best of my ability. date Phone: 9X3 /257 (days); 96 4/.gyp' (evenings) Project Name: Project Address: Notes: (I) If you have 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 he expected. Work may not proceed without the issuance of the permit. (2) If you have answerecl "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 and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C_ Delay in proceeding with construction. (3) if you answered No to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy' not being issued. PerApp02.95 Effective August 15, 1995 5 /7.`,G , - rte.,, - c_•,,,..._ 84-41 S -a 1.4..,•J .._.tel/ ... / 4 -_ 1-9 10 m 11 0 li 100100 aP m 1-00 N 0 NITN Y J C _J Z O 10 0 w Nm 10 O LJ1 n I o J U1 0111O o Q 11 CO E 01 1.0 PO L O • 2 1 1- X M C 0 �0 u O WI >7 UO 10 J 0 0 0 0 L r . 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COW Nm 0 0,L 111Ulr UV a n Z-ti.1 NNm TT OZ N N N 00 01n IT 10 0 N m W V1 Io0 0'-4 va ] F 0 0 F1 -I r mmr m II r D m N ix 0 II • IL 0 0 11 m. m r o m a 000 moo o rc 0 z o0 OQE/1 NO ❑2SVE WN - N o N wow . m. o mum a0 0 mm n0 r40 0 o T o- 000 Doo -I -I -I 0 N 1+0 110 n 0 N N • a • c mm 000 0 Nr /1' II II MP 03 00n JVa 000 0 1 Z n 3> r x; m 0 N 0 .-. <o .z. z pc n 2 a az01 m kf kil it; 1/ iiia_.'..: t3dNh` shi; ��S+�3'J i4i 6tj TIN CARD i'zA POSTED OH TIIE iOO 24 HOURS NOTICE REQUIRED FOR INSPECTIONS UILI:1IG ERMIT GARFIELD COUNTY, COLORADO at Date IssuedZonedArea Permit No 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 notfully complied with in the zoning, location, erection and construction if the .hove descred structure, the ermit may then be re oked by notice g 1. i ttr M E I it BE E V D, from t Use Address Owne Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. THIS PERMIT IS NOT TRANSFERABLE Phone 945-8212 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. APPROVED DO NOT DESTROY THIS CARD INSPECTION RECORD Zoning Roof Covering '?--,.---6.--; ?--,-- Footing c�,Z /s-96 `T.aKc Electric-Final (by STATE inspector) Electric-Final L - � ,; ,�E> 5t '<- e:c n. br-,c427 s i5 cc_5 Foundationot, „I,_,,,-,- i /5._ Plumbing -Underground 3 -it-5 %"c,` Gas Pipings - i- ), KL • Heating Ventilation 6-,7--7-yv, 7' J Frame.-r-vL- 'T« Plumbing-Rough.`4 ri, _,E2�L_ A:i:v _;`<: Insulation s T-%< .TN0c- Drywall.- f CP r4_,-,, , Electric -Rough s --<-9C --7 14 7 (by STATE inspector) j it Finale -x7 -9l` .‘,"=, a. ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945-8212 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. APPROVED DO NOT DESTROY THIS CARD