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HomeMy WebLinkAbout4861··'J Nature of Work GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Single Family Dwelling Unit ~I" '·-0.4 8 61 . Cr 1tractor ____ _.,_S1.,1,.n.,,l""i"'g'"h"'t'-"I"'n"'n'--'&'-'R,,e,,_,a"'l"'t=..Yz__:G"·o,,_,_. -------------------------'--- A11.ount of Permit: $ -~1'4,_.2~9,.,7~·c!7~3'-::-:---,--.,..,---­ Permit: 786.50 White -Treas. Canary -Office Pink -Applicant Gold -Duplicate Plan 511.23 Date: ___ A_u~g~u_s_t_l_6~·~1_9_9_3 ___________ ~ s. Archuelt·a Clerk Assessor's TO BE FIL ... ---ADDRESS SUBD.TVISION--"'5°-~~x••~/,~5~h~1~~~~'..-'-'-'-"""-''--'-'---=---- F'.TL.TNG ff LOT TllX SCHEDULE # DECAL (SEC/TrfN/RNG} C.'C'µTJi.CT C'7 ~ll /2f NANE :;)oµ /, . f /1/ d l2ufll· 0 MllIDING llD RESS /6252 ()? /f/-f' CITY fehrViUtJ&j ~ P!J. Co _ P!IONE 9'15·5225 J ;; "' NllME .51CIJ1-f2.7 ¢J 'f',.112~/C fi.;I_/J~, -HT~-· ~ ~ ,1DDRESS ;o?.tlbJ"57 fe'ddn-(5T; Cfl'Y J11,J]/d1vil!J//!t "' NAME Svwlj/,f J,v;u cj;l.,-',.;)fv (,_, ~ llDDRESS ~)~1~~~)=2~,)~!~/_7_' ______ _ ;;! CH'Y ?hrvw"'d j/'12•1C5£ Co § PHONE 145·.::2?.5 LICENSE /1 u ·1nv V /JEMOLLSH CLASS OF llOPJ( ALTERATION REPllIR ---- 'IOBLLE J/OllE (make/P!odel) ADD LT.TON MOVE S.F. OF BULLDING,~ S.F. OF LOT II OF FLOORS I Y'.2.--·--HE IG/11' 25'/ £/2c.Jr I! OF Flll1ILY UNfl'S #. OF BEDROOMS _!:/__ __ INTENDED USE OF BUILDING 2~.:.1 d<·IV c <'._. c;llRAGE: SINGLE V°'DBI, CARPOR~T~:~S=I~N~G~L~E--D-B_L __ l"IREPLACE 0 ;;;;_ f) ;!.'( ~H-13 711r?1 c&/ I I / DOCUcillNTS ATTACHED fvllTER SUPPLY 5uJV!ij)t f JtV JV tut!/ DRIVErvllY PERMIT . 'll' SITE PLAN 5,--c=-p-/~6~t~~(.~a,-o-z!~1-~·--/:f,~fk-,(µ-·-l)-=7o~f~'<'f4<.l~i'f' DUILDING PLANS }. 1 ' ' SllN ITARY SEWER CLEARANCE ·--{~,,,-ll/-.r,-f..-1i-_/_S_(_w_lf1!_"_5_u_&_/,~, 5-/,~f ON SI1'E SEWllGE DISPOSllL PERMIT /\/fl -~~------- 0 Tl/ER DOCUMENTS (specify) ¥--coM~'-11'/1"-e/C vv-1 r1;r /OLJ?I-' f?.ZV'1'[;s-/'-"or-c-..r,,, (O/"'f?o'!n Fov1'P"9.TI'::,._, .ry.r..T"'"-/(-t:Q "',; z:s ~'°"""'''7" '- PERMIT DATE PLOT PLAN TE': Show easenients, property line dimensionE: a.l.l other structures, specify nortJ1, and street name. F'o:r: odd shaped lots, or if spac~ is too smal J., ]JI'ovide separate plot plan. # OF BUILDINGS NOW ON PARCEL USE OF BUILDINGS NOW ON PARCEL _,_;!/._'If~----- FRONT PROPERTY LINE STREET NA/1E/ROllD NUMBER (!ft! 1 /IJ- I hereby acknowledge that I have read this ap]Jlication and the above is correct and I agree /tq ply all, county ordinances and ¥7~aws lat· g building constructio ~~'U~R~E~.:->.__L:.._.;;[!.:\L'~~'-''----------- /1' J:"t'£cfl1"-. I C/.Jo /£J?, 1~0 • 'TS-7.2_ FOil OFFICE USE ONLY ~'llLUATION I I /0 2 . 2J FLOOD llAZARD ----------------- l' ERM IT FEE $ .~-OPLAN CHECK FEE $ SI/ 2_3 CERTIFIED BLDG ELEVll1'ION TOTAL FEE $ . ? SCJWOL .T/1PllCT FEE $ :J_od. -SPEC.TAL CONDITIONS ------------- DATE PERMLT ISSUED ZONING DISTRICT ---------------- 7'YPE OF OCCUPANCYY)~~~·;. =:=;=J/27!._~-3Y,=!_M1:7_t==== TYPE OF CONSTRUCTION :JZ='-1.J S.F. OF BUILD.fNG :J55"~2~--S-.F-, .-0-F'_L_O_T ____ _ MAX, II EIGHT ROllD CLASS. -------- SETBACKS FROM PROPERTY LINE: F'/WNT ~A1T7~---- IlEAR RIGHT LE'Fr' ----------- OF'F' STREET PARKING SPllCES REQUIRED PROBLEMS fHT/I PERNIT ADDITIONAL INFOR/1llTION NEEDED CERTIF'LED BY COLORADO REGISTERED LAND SURVEYOF OR ENGINEER ! .. f , DIRECnON DISTANCE N37'30'20 W 30.93' N66'53'30"E 20.62' 11 1 ACCESS EASEMENT LOT 1, SUNIJGHT INN EXEMPnON • R&C SET LS. 13501 ·~ P. O.B. LOT 28 TIE!: .·SEC T7S ' r.:·• Ff L/{" SU/-'t-(~!lT ,.,) I . . /:; c ,rz f7'7Z::-Z 9 ICBO Eva uat1on Service, Inc." " A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright© 1991 ICBO Evaluation Service, Inc. Filing Category: DESIGN-Concrete (038) CONFORM® POLYSTYRENE FORMS FOR REINFORCED CONCRETE WALLS C.T.S.·CONFORM, INC. 1640 SOUTH CLAUDINA WAY ANAHEIM, CALIFORNIA 92805 I. Subject: Conform® Polystyrene Forms for Reinforced Concrete Walls 11. Description: A. General: The Conform concrete form wall system consists of expanded polystyrene units which serve as insulation and forms for load-bearing and nonload-bearing walls, shear walls and foun- dation 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 foam is 13/4 inches in both cases. The SF Series units are 1 O inches high by 1 O inches wide by 40 inches long with tongue-and-groove attachment at the top and bottom. When laid up, the units form 71/2-inch by 61/2-inch rectangular vertical cores at 10 on center and 61/,-inches by 61/4-inch rectangular horizontal cores at 10 inches on center. The form units remain after setting of concrete and must be protected by approved interior and exterior finish materials. The VWF Series units are 1 O inch high by 40 inches long and have vari- able widths defending on the thicknass of the finished concrete wall, which is from 3 /4 inches to 11 3/4 inches. The tongue-and-groove units are interconnected with polypropylene bri1Jge inserts. See Figures Nos. 1 and 2 for further details. B. Material: 1. Conform® Units: The Conform® units are molded from expanded polystyrene beads manufactured by BASF Corporation (Evaluation 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 of 25 and 450, respec- tively, in accordance with U.B.C. Standard No. 42-1. 2. Concrele: The concrete with 3/8-inch aggregate for both the SF and the VWF Series has a minimum compressive strength of 2,000 pounds per square inch. 3. Reinforcement: The walls are reinforced with minimum No. 4 de- formed bars conforming with U.B.C. Standard No. 26-4, having a mini- mum yield strength of 40,000 psi. 4. Other: Wood members for plates or window and door framing are preservative-treated lumber secured in place with galvanized anchor bolts. Anchors for surface finish attachments may be of wood or metal, meclianically secured to the concrete. Adhesives suitable for attachment of the interior surface finish to the polystyrene may be used in conjunction with the above. Anchor spacing is as required for the surface finish materi- al. A typical anchor for use with self-tapping screws consists of 11/2 inch by No. 24 gauge galvanized steel or aluminum strips secured to the con- crete with 16 penny box nails. The nails are inserted into holes in the metal strip, pushed through the wall of the Conform unit and are secured with speed washers to prevent withdrawal until the concrete has set. Report No. 4572 August, 1991 \ C. Design: 1. VWF Series: Concrete walls using the Variable Width Form 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 may be designed in accordance with the following requirements. a. Structures are limited to two stories and 10 foot unsupported wall heights, in all seismic zones. b. Maximum total roof live and dead load is 32 psf. c. Maximum total floor live and dead load is 50 psi. d. Maximum bearing wall spacing is 20 feet. e. The walls may be constructed in areas with maximum basic wind speed of 100 miles per hour, Exposure Bas defined in Section 2311 of the code. f. Walls are reinforced with No. 4 reinforcement bars as specified in paragraph II B-3. The vertical and horizontal reinforcement are spaced at 18 inches on center and installed in conformance wilh Section 2614 (d) of the code. The horizontal reinforcement at the roof and floor levels are two No. 4 bars each. g. Wall openings are vertically and horizontally reinforced with two No. 5 bars extending 24 inches beyond the corners. h. Roofs and floors are anchored and supported at the wall in accor- dance with Section 231 O of the code. See Figure No. 3 for details. i. Allowable in-plane shear capacity is 4,800 pounds per lineal foot. Max- imum wall height to width ratio is 2.5:1 with a minimum shear wall length of 4 feet. j. Anchorage to foundations complies with Section 2615 of the code. D. ln1erior finish: Conform® units exposed to the interior are finished with minimum 1/2-inch-thick regular gypsum wallboard attached in the manner described in paragraph II B-4. Spacing of anchors and fasteners must comply with Section 4711 of the code. Gypsum board must also be attached to window and door frames. ~ E. Exterior Finish: Walls are covered on the exterior with a weather- resistive covering in accordance with the code and/or an evaluation report. Suitable finishes include, but are not limited to: STD Industries, Inc. R-wall Finish" (Evaluation Report No. 3617), STD Industries, lnc.'s, "STD Exteri- or Wall Finish" (Evaluation Report No. 3906) and Universal Paint's "Therm-a-Tex Exterior Wall Finish" (Evaluation Report No. 4372). Exterior wall coverings must be recognized in individual evaluation reports for the required design wind pressures. \ F. Foundation Walls: The Conform® wall is supported on foundations as indicated in Figure No. 4, with reinforcement complying with the code. G. Retaining Walls: The Standard Form walls (SF Series) may be used as retaining walls with reinforcement provided they are designed in accor- \ dance with accepted engineering principles. \. H. Crawl spaces: Conform unils exposed to the inside may be used for walls forming crawl spaces, contingent on the following conditions: 1. Entry to the crawl space is only to service utilities. 2. There are no interconnected basement areas. Evaluationreporti.· of JC/JO Eval11atio11 Service, lnc., ore issued solely to provide inforntalion lo Class A members of ICRO, utilizing lhe code upon which the report is based. Evaluation reports are not to b11 construed as representing aesthetics or any other attribules not specifically addressed nor as an endorsement or recommen- dation for use of lhe ~·ubject report. This report i.11 based upo11 independent tests or other lechnical data submitled by the applicant. The ICBO Evaluation Service, Inc., lechnical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Senice, Inc., express or implied, as lo any "Finding" or other matter in /he report or as lo any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 ol 4 ':::'> ,_ •• Page 2 of 4 Report No. 4572 3. Air in the crawl space is not circulated to other parts of the building. 1. They are manufactured, identified and installed in accordance 4. Ventilation complies with Section 2516 (c) 6 of the code. with the manufacturer's instructions and this report. 5. Block units exposed to crawl spaces are limited to those manufac· 2. Walls using the SF Series forms are limited to two-story struc· tu red with BASF Styropor or Huntsman expandable polystyrene beads. lures with a maximum unsupported wall height of 10 feet. 1 1990 Accumulative Supplement to the U.B.C.: This report is unaf-3. Walls using the Conform forms are considered combustible fected by the Supplement construction. . . . . J. Identification: Each Conform® package bears a label containing the 4. Plans and calculatrnns are submitted for build mg department name and address of the manufacturer flame-spread and smoke-density approval for each structure. rating and the name and logo of the quality control agency [Underwriters 5. The forms are separated from the building interior with mini- Laboratories Inc. (NER-QA403)]. mum 1/,-inch-lhick regular gypsum wallboard installed as set . . forth in this report, or other thermal barriers having an index ot Ill. Evidence Submitted: Calculations and structural details, reports of 15 with attachment as specitied in a current evaluation report) room fire tests 1n accordance with U BC Standard No. 17-5 and qual~ty 6. Special inspection during installation in accordance with Sec- control manual tion 306 of the code for concrete work is required. Findings 7. Conform® units are manulactured in Anaheim, California, un- IV. Findings: The Conform® units described in this report comply 1988 Uniform Building Code, subject to the lollowing conditions: Standard Form SF 1 D1 D40 • tt o om I ' '., '. ~ ; l 1.s· I '" " n Top T [::1::1::1::] Side --r--~,, ==f= 0.'67" .. I'"' --f--cau~1 3.7S-10" _.__ I ~ __J_ f--'""---t Bonom End Pl1t1 (Part No. for Pa'r SFE10) FIGURE NO. 1-STANDARD FORM SF SERIES der a quality control program with inspections by Underwriters Laboratories Inc. This report is subject to re-examination in one year. Vartabls Width Form VWF 21040 t---;--ur one "'~0·~~~~r~,.t-~~ .. g~t-~·~·-t~~~;;;1;~·~"~1 ~~~ nrli tr 1. 75" ~~~~~I Bonam ln1id1 --rf ~o1e1u11 I 0111 11r~c111 '"' ,_--------40"---------tlonn End Pi1c1 ... T 0.567" 0 rr .,. COUl'SI I 10" _L t------f 8"/1G"'f1Z" 3. 75•/S. 75"'fl. 75" FIGURE NO. 2-VARIABLE WIDTH VWF SERIES Page3 of 4 -~-.. ··: .. l. ••. •J ~-~ APPROVED JOIST ANCHORTYP. *'\ \. 3/4' BOLT TYP. l :J/4"BOLTTYP. 3 x LEDGER · CONFORM UNITS 'L-FULLY GROUTED CELLS TYPICAL FLOOR FRAMING DETAIL JOISTS PERPENDICULAR TO WALL 4 x 6 x 1/4' ANGLE PLYWOOD TYP. BOLT TO RAFTER WlTH1/2"BOLTS ---~ 8dNAILS TYP. 2 x BLOCKING BETWEEN RAFTERS WITH Bd NAILS TYP. TO NAILER ABOVE TOP PLATE TYPICAL ROOF DETAIL RAFTERS PERPENDICULAR TO WALL Report No. 4572 APPROVED JOIST ANCHORTYP. PLYWOOD-----, FULLY GROUTED CELLS TYPICAL FLOOR FRAMING DETAIL JOISTS PARALLEL TO WALL PLYWOOD -------, 2 x BLOCK AND NAILER SECURE TO TOP PLATE WITH 8d NAILS TYP. RAFTERS/JOISTS APPROVED RAFTER ANCHORS RIM RAFTER/JOIST TREATED PLATE OVER MASONRY 1/2" BOLT TYP. TYPICAL ROOF DETAIL RAFTERS PARALLEL TO WALL FIGURE NO. 3-CONNECTIONS TO ROOFS ANO FLOORS Page4 of 4 /:. 1 ONE. oTOc-/ 1e:J1 TWO ""7,-Z:i'.Y I e.n THiq:s 01('.:i:.Y. STEM-WALL FOUNDATION-(Stud Wall Construction) • • ·--~, I • 'I <=>Ee. FIC,.N °·..? f'i:::C. F\.<Vi::: UJNNEL-1\t'NS l J b 1 ONE:. SlZ:>f:)' =' d 1 TWO STOR:.'( FIGURE NO. 4--SF SERIES "CONFORM"" WALL FOUNDATION Report No. 4572 -----"\ 1 i .. PLANS EXAMINATION Sunlight Inn Co. 10252 Co. Rd. 117 Glenwood Springs, Co 81601 July 27,1993 8-93 This plan review represents an examination of plans I drawings showing substantial conformity with applicable codes of the Garfield County Building Dept. Subject to the following conditions. Respectfully, ~~ j) C.,u_~ William D Allred \ I.C.B.O., Code Consultant · (303) 945-4418 PLAN REVIEW: # 8-93 GARFIELD COUNTY DATE: July 27, 1993 PERMIT NO: _______ _ PLANS EXAMINATION ADDRESS: County Rd. 117 Subdivision #2, Lot #2A Carbondale, Co 81623 OWNER: NAME: Sunlight Inn Co. MAILING ADDRESS: 10252 Co Rd. 117 Glenwood Springs, Co 81601 TELEPHONE: (303) 945-5225 RESIDENCE ADDRESS: CONTRACTOR: NAME: Sunlight Inn Co. MAILING ADDRESS: same TELEPHONE: BUILDING PERMIT FEE: Fees are based on the May -June 1993 edition of the Building Standards. Finished Living Space: = 3209 sq. ft. x $ 42.36 = $135,933.24 Garage: Total Valuation: = 343 sq. ft. x $15.07 = $5, 169.01 Building Permit Fee: Plan Review @ 65%: = $141,102.25 ==== = $783.36 = $509.18 ELECTRICAL PERMITS MUST BE OBTAINED SEPARATELY FROM THE STATE ELECTRICAL INSPECTOR THIS PERMIT DOES NOT INCLUDE ELECTRIC. Independent Professional Building Inspection Bill Allred 45855 Hwy 6, Canyon Creek# 63 Glenwood Springs, Co 81601 (303) 945-4418 July 27, 1993 Brigham House County Rd. 117 Sunlight Subdivision #2, Lot # 2A Glenwood Springs, Co 81601 GENERAL REQUIREMENTS: G-1 All references are taken from the 1988 Uniform Building Code (U.B.C.), 1988 Uniform Plumbing Code (U.P.C.), and the 1988 Uniform Mechanical Code (U.M.C.) Also, refer to information contained in the plans prepared by, Stuart and Turner, A.I.A See sheet -1 under foundation notes has prescribed some generic notes concerning a concrete block foundation, he has assumed 2300 P.S.F. soil bearing pressure. Refer to section 2407 (B) Uniform Building Code. Vertical grout cells with reinforcement (rebar) the spacing cannot exceed 4 feet. Horizontal reinforcement requirements could be a minimum of 4 foot, one thing for sure a bond beam at top of wall with continuous #5 rebar is required. 112 inch diameter bolts embedded at least 7 inches into the bond beam. (Reference 2407 (b ), ( c ), (ii) reinforcement.) The Garfield county Building Official may require a section drawing concerning foundation design, (width of footers, vertical grout cells, and possibly a soils report.) Section 2905, U.B.C.) G-10 Utility cut permit is required when any installation of utilities (gas line, water line, etc.), shall be placed in the County right of way or across any County roadway. Obtain this permit from the Road and Bridge office, either at 1015 School St., Glenwood Springs, Co 81601, or call 945-6111. G-14 All grading on site must comply with chapter 29 and 70, of the (U.B.C) (i.e.: maximum slope of cuts and fills, etc.) Provide adequate drainage away from the structure at all locations around the building (use section 2905 (F) and section 2907 (5) of the (U.B.C.) G-15 Notify all utilities for line locations and approval prior to beginning any excavation on site (Public Service Electric, Natural Gas, Telephone, etc.) G-17 Water I sewer line crosses shall be avoided whenever possible. If it is not possible to avoid such crosses, contact the Building Dept. for approval. BUILDING CODE ITEMS: B-9.2 Garage is located in the basement. (Section 503 (d) 3. U.B.C.) A one hour occupancy separation will be required between the garage and the rest of the dwelling. The separation may be limited to the installation of material approved for one-hour fire-resistive construction on the garage side. 5/8 inch Type X drywall must be applied to bearing walls throughout and structural members supporting any portion of the single family dwelling above. A self closing, tight fitting solid wood door 1 3/8 inches in thickness will be permitted in lieu ofa one-hour fire assembly, (section 503 (d) exception 4. U.B.C.) Coordinate wall construction with the Building Inspector during construction for the one-hour fire-resistive construction requirements at framing inspection. vi3~9.4 (Section 2517 (d) 3., 2517 (c), and 2517 (h) 3.6) Solid bridging is required above structural beams. Manufactured joists and beams (T.J.I.'s I micro lams, glu-lams, etc.) Shall be sized and installed in accordance with the manufactures documents and installation guide. For boring holes and cutting ofT.J.I. joists these documents must be followed; (i.e. flanges, top and bottom must never be cut or notched.) The plans call for either 2x12s or 2x!Os, on 16 inches and 12 inches, respectively, the plans are vague as to where the micro-lams will be placed. Coordinate all inspection with the Building Inspector as needed. v/ B-10.1 Sheet -5, Detail, A-5, shows a vertical air duct from the crawl space to the attic area. The Building Official may require fire dampers at the crawl space penetration and the attic penetration (section 1706 U.B.C.) /VO/ l<~C?v /rl -;;~ 8-t:C-'9v>-c, i I C' I''-Y /"''Gl'l<T'°"7T"'f Ti-VCJ _ " ' · t=t.ooA.r. How r.v~ c 01-'T//.,, cro11.. rivrr Vll-riFy Vl(;I-' 1 /t.19TIO'-' q t7/C:Qvq.,; 'f. T611.r s Y.>TM <. ,..-., q y ft-.:,;z ,_,,·,, .-i r1 -z i:::i,t,?rc~'9<-t1i./~ne,.,-r /Jri'- v· B-16 Provide premises identification which is legible from the street in accordance with, (section 513, U.B.C.) V/ B-17.5 The plans do not indicate what type of fireplace will be constructed. Coordinate inspection with the Building Inspector during construction. (Clearance to combustible's, minimum passageway areas, health extensions, etc.,) (section 3707 (a), thru (n).) VB-19.1 Provide ventilation for the laundry room with a mechanical vent capable of providing five air changed per. hour and connected directly to the outside, (section 1205 (c), U.B.C.) ~-20 Provide smoke detectors in accordance with (section 1210 of the U.B.C.) One smoke detector is required on each level and inter connected. Audible from the bedrooms with the door closed. Also one will be required at the high point in the living room. The Colorado State Electrical Inspector may have additional regulations. This requirement is taken from the 1988, U.B.C. ~-24.2 Foundation walls enclosing a basement below finish grade shall be damp-proofed, (section 1707 (d). U.B.C.) v B-25 Guardrails are shown on sheet -5 Detail, and are in accordance with, (section 1711, U.B.C.) Guardrail are required at decks and porches, which are more than 30 inches above grade or the floor below. VB-26 Insulation shall comply with 1712 and section 1713, Of the U.B.C., and paper cannot be left exposed (i.e., attic, crawl space, and unfinished areas, etc.) VB-24.1 Provide weather-resistive barriers, such as felt paper over plywood comers and other sheathing ahead of stucco or siding, (reference section 1707 (a), section 3006 (a), and 2516 (G).) B-30 Please submit roof truss diagrams bearing the stamp and signature ofa Colorado .------.--] Professional Engineer and indicating design for a minimum of 40# I sq. ft. live load, /" /f"Rf? (section 2305, U.B.C.) Additional field framing may be required. ··-·------·---·-- ,?'/ B-35 Foundation ventilation shall be in accordance with, (section 2516 (c) 6., U.B.C.) S'ICC -8-IO-( l-/B-39.3 Bored holes in studs not greater than 40% of the stud width may be bored in any bearing partition. Bored holes not greater than 60% of the width are permitted in non-bearing partitions. In no case shall the edge of the bored hole be nearer than 5/8 inches to the edge of the stud. 2 x 6 plumbing walls will be required, (section 2517, U.B.C.) v/B-40 All plumbing walls should be at least 2x6 or as necessary to allow for piping within walls without weakening the structure, (section 2517 (g); 6.8.9., U.B.C. and section 315 (b) U.P.C.) (..../ B-45 Intermediate pads not connected to the foundation need to be extended at least 36 inches below finish grade, (i.e., decks, porches, breeze ways, etc., 2907 (a), U.B.C.) Yll-50 Attic access must be provided for all roof areas where there is more than 30 inches vertical dimension above the ceiling to the rafters. Opening shall be not less than 22 inches by 30 inches, (section 3205 (a), U.B.C.) ~-51 Section 3205 (c) of the U.B.C. requires a minimum of 11150 square feet net free ventilating area to be provided for the attic; except that a minimum of 1/300 square feet net free area may be provided if at least 50% is located in the upper portion at least 3 feet above the eave vents with the balance provided by eave vents. ~B-59.2 The 1988 U.B.C. (section 3304 (i) ), requires a landing on each side ofa door, there are some exceptions. However, the exterior doors are required to have landings. Minimum size 36" x 36", provided the door does not swing over the landing, a 7 112" step is allowed. 0-59.3 Section 3306 subsection (c) show that the stairs may be constructed with 8 inch maximum rise and 9 inch minimum run. The greatest riser height and largest tread run within any flight of stair, cannot have more than 3/8 of an inch deviation. Stairway handrails: (minimum height 34 inches, maximum height 38 inches) hand grip portion shall be not less than 1 112 inch nor more than 2 inches in x-section dimension. Minimum of one handrail required on all stairways with more than three risers. Minimum 1 112 inch space required between wall and handrail, (section 3306 G) U.B.C.) Guardrails of36 inch minimum height shall be installed at open sides of stairways, landings, ramps, decks, or porches more than 30 inches above grade or floor below. Open guardrails shall have a pattern such that a sphere 6 inch in diameter cannot pass through, (section 1711, U.B.C.) 0-66 The walls and soffits of the enclosed space under the stairway shall be protected on the enclosed side as required for one-hour fire-resistive construction, (section 3306 (m), U.B.C.) PLUMBING CODE ITEMS: P-1 Plumbing and mechanical must comply with the Uniform Plumbing Code (U.P.C.) and the Uniform Mechanical Code (U.M.C.) P-4 The plans appear to show an island sink in the kitchen. The plumber needs to be aware of (section 614 of the U.P.C.) Its important that the sink is vented properly and the drain line connected properly, this will assure good drainage. P-5 Dishwashers must hook to the drainage system through an approved air gap. Contact Building Department for other approved method prior to installation, (section 608 (c), U.P.C.) P-7 All boilers shall be equipped with an approved backflow device (double check with an atmospheric vent is acceptable), (section 1003, U.P.C.) P-8 Hose bibbs and lawn sprinkling systems must be equipped with approved backflow prevention devices, (section 1003 (h) and (i) U.P.C.) P-12 All gas piping shall be installed and sized correctly, pressure test is required a minimum of 10 lbs. for 15 minutes, (section 1206 of the U.P.C.) MECHANICAL CODE ITEMS: M-1 The boiler and hot water heater shall comply with the U.P.C. and U.M.C. (i.e.; combustion air, installation, clearances, access, venting, gas line sizing, etc.) M-2 The clothes dryer vent cannot terminate in the crawl space. Will need to be a minimum 4 inch diameter and duct directly to the outside, (section 1903 (a). (b). (c)., U.M.C.) M-3 The drawings do not show a chimney chase for the water heater and boiler (type B vent.) This will need to be coordinated with Building Inspector at framing. It shall be in compliance with (chapter 9 of the U.M.C.) M-4 The utility room shown on sheet -1, is unique in that it is located in center of the basement. Combustion air can be taken from the crawl space as long as the required air openings for ventilation of the crawler is sufficient to satisfy, (section 603 (b) I., of the U.M.C.) G-1. 1 Every attempt is made by the Building Department to perform a thorough plan review, however please be aware of (section (c) of the U.B.C., which states: This issuance or granting of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions ofthis code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions ofthis code shall be valid. The issuance of the permit based upon plans, specifications and other data shall not prevent the Building Official from thereafter requiring the correct- ion of errors in said plans, specifications and other data, or from preventing building operations being carried on thereunder when in violation of this code or of any other ordinances of this jurisdiction. All construction shall be approved prior to the issuance of Certificate of Occupancy. Art Hougland, (Building Official) Bill Allred, (Plan Checker) \ ICBC) Eva I uation Service, Inc. A subsidi3rycorporation of the International Conference of Building Officials EVALUATION REPORT Copyright© 1991 ICBO Evaluation Service, Inc. Filing Category: DESIGN-Concrete (038) CONFORM® POLYSTYRENE FORMS FOR REINFORCED CONCRETE WALLS C.T.S.-CONFORM, INC. 1640 SOUTll CLAUDINA WAY ANAHEIM, CALIFORNIA 92805 I. Subject: Conform® Polystyrenn Forms for Reinforced Concrete Walls II. Description: A. General: The Conform concrete form wall system consists of expanded polystyrene units which serve as insulation and forms for load-bearing and nonload-bearing walls, shear walls and foun- dation 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 foam is 13/4 inches in both cases. The SF Series units are 1 O inches high by 10 inches wide by 40 inches long with tongue-and-groove attachmentatthe top and bottom. When laid up, the units form 71/2-inch by 61/2-inch rectangular vertical cores at 1 O on center and 61/,-inches by 61/4-inch rectangular horizontal cores at 10 inches on center. The form units remain after setting of concrete and must be protected by approved interior and exterior finish materials. The VWF Series units are 10 inch hi(Jll by 40 inches long and have vari- able widths depending on the thickness of the finished concrete wall, which is from 3 /4 inches to 113/, inches. The tongue-and-groove units are interconnected with polypropylene bridge inserts. See Figures Nos. 1 and 2 for further details. B. Material: 1. Conform® Units: The Conform® units are molded from expanded polystyrene beads manufactured by BASF Corporation (Evaluation Report No. 3401) or Huntsman Chemical Corporation (NER-384), having a density of t .5 to 2.0 pounds per cubic foot with a maximum flame-spread rating and smoke-density of 25 and 450, respec- tively, in accordance with U.B.C. Stan1fard No. 42-1. 2. Concrete: The concrete with %-inch aggregate for both the SF and the VWF Series has a minimum compressive strength of 2,000 pounds per square inch. 3. Reinlorcement: The walls are reinforced with minimum No. 4 de- formed bars conforming with U.B.C. Standard No. 26-4, having a mini- mum yield strength ol 40,000 psi. 4. Other: Wood members for plates or window and door framing are preservative-treated lumber secured in place with galvanized anchor bolts. Anchors for surface finish attachments may be al wood or metal, meCfianically secured to the concrete. Adhesives suitable for attachment of the interior surface finish to the polystyrene may be used in conjunction with the above. Anchor spacing is as required for the surface finish materi- al. A typical anchor for use with self-tapping screws consists of 11/2 inch by No. 24 gauge galvanized steel or aluminum strips secured to the con- crete with 16 penny box nails. The nails are inserted into holes in the metal strip, pushed through the wall of the Con Form unit and are secured with speed washers to prevent withdrawal until the concrete has set. Report No. 4572 August, 1991 \ C. Design: 1. VWF Series: Concrete walls using the Variable Width Form 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 may be designed in accordance with the following requirements. a. Structures are limited to two stories and 1 O foot unsupported wall heights, in all seismic zones. b. Maximum total roof live and dead load is 32 psf. c. Maximum total floor live and dead load is 50 psf. d. Maximum bearing wall spacing is 20 feet. e. The walls may be constructed in areas with maximum basic wind speed of 100 miles per hour, Exposure Bas defined in Section 2311 of the code. f. Walls are reinforced with No. 4 reinforcement bars as specified in paragraph II B-3. The vertical and horizontal reinforcement are spaced at 18 inches on center and installed in conformance with Section 2614 (d) of the code. The horizontal reinforcement at the roof and floor levels are two No. 4 bars each. g. Wall openings are vertically and horizontally reinforced with two No. 5 bars extending 24 inches beyond the corners. h. Roots and floors are anchored and supported at the wall in accor- dance with Section 2310 of the code. See Figure No. 3 for details. i. Allowable in-plane shear capacity is 4,800 pounds per lineal foot. Max- imum wall height to width ratio is 2.5:1 with a minimum shear wall length of 4 feet. j. Anchorage to foundations complies with Section 2615 of the code. D. Interior finish: Conform® units exposed to the interior are finished with minimum 1/2·inch-thick regular gypsum wallboard attached in the manner described in paragraph II B-4. Spacing of anchors and fasteners must comply with Section 4711 of the code. Gypsum board must also be attached to window and door frames. v E. Exterior Finish: Walls are covered on the exterior with a weather- resistive covering in accordance with the code and/or an evaluation report. Suitable finishes include, but are not limited to: STO Industries, Inc. R-wall Finish" (Evaluation Report No. 3617). STO Industries, lnc.'s, "STO Exteri- or Wall Finish" (Evaluation Report No. 3906) and Universal Paint's "Therm-a-Tex Exterior Wall Finish" (Evaluation Report No. 4372). Exterior wall coverings must be recognized in individual evaluation reports for the required design wind pressures. \ F. Foundation Walls: The Conform® wall is supported on foundations as indicated in Figure No. 4. with reinforcement complying with the code. G. Retaining Walls: The Standard Form walls (SF Series) may be used as retaining walls with reinforcement provided they are designed in accor- \ dance with accepted engineering principles. \ H. Crawl spaces: Conform units exposed to the inside may be used for walls forming crawl spaces, contingent on the following conditions: 1. Entry to the crawl space is only to service utilities. 2. There are no interconnected basement areas. Eval11ation rtJporl.\' of ICBO E1'alludio1t S1Jr~·ice, /Jic., are i~w11ed .1·olely to provide information to Class .. t members of JCBO, 11tilizing tire code upon which the report is based. Eval11atio11 report.~ are not to be constru1:.d as represe11ti11g ae1·theti'cs or any other attributes not specifically addressed nor as an e11dorsenrent or recommerr- dation for use of the subject report. This report is based upon independent Jests or other technical data submitted by the applicanJ. The /CBO Evaluation Service, Inc., technical staff has reviewed the tesJ res1'1ts and/or otfrer data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or inrplied, as to any "Fi11ding" or other rnuJter in tire report or as to any product covered by the report. This disclaimer includes, but is not limited lo, mercJrantability. Page 1 of 4 Page 2 of 4 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. ·.~ ' Report No. 4572 1. They are manufactured, identified and installed in accordance with the manufacturer's instructions and this report. 2. Walls using the SF Series forms are limited to two-story struc- tures with a maximum unsupported wall height of 10 feet. 3. Walls using the Conform forms are considered combustible construction. I. 1990 Accumulative Supplement to the u,e.c.: This report is unaf- fected by the Supplement. J. ldentificafion: Each Conform® package bears a label containing the 4. Plans and calculations are submitted for building department name and address of the manufacturer flame-spread and smoke-density approval for each structure. rating and the name and logo of the quality control agency [Underwriters 5. The forms are separated from the building interior with mini- Laboratories Inc. (NER-QA403)]. mum 1/2-inch-thick regular gypsum wallboard installed as set . forth in this report, or other thermal barriers having an index al Ill. Evidence Submitted: Calculations and structural details, reports of 15 with attachment as specified in a current evaluation report. room fire tests in accordance with U.B.C. Standard No. 17-5 and quality 6. Special inspection during installation in accordance with sec- control manual. /-P lion 306 of the code for concrete work is required. Findings IV. Findings: The Conform® units described in this report comply 1988 Uniform Building Code, subject to the following conditions: Standard Form SF 101 ll40 Bottom = ---J .H Top [::1::1::JlC:l Sidi lllllillllIIIIIIIlJJ Top End Piece 0 ~ --t-~'d 1 D.661" 4" one ---+---course 3.75" 10- ~ _J_ r---'""--i Bottom End Plec1 ( P:.in No. FcrPaor SFEIO I FIGURE NO. 1-STANDARD FORM SF SERIES 7. Conform® units are manufactured in Anaheim, California, un- der a quality control program with inspections by Underwriters Laboratories Inc. This report is subject to re-examinalion in one year. Variable Width Form VWF 21ll40 "' 3.75"/ cell 5.75"/ 7.75" I Bottom lnsld1 mom r{ ~n~ule I ant nr:____+ cell "' ,__ ________ ... _______ _,,, .. nEml 0.661" '" course I 10" _L 8"(10"/1Z" End Pletl ow·· t---t 3. 75"}5. 75"fl. 75" FIGURE NO. 2-VARIABLE WIDTH VWF SERIES ,, Page3of4 ~ . ~: J ----··: .. L,;.:_::.;J APPROVED JOIST ANCHORTYP. PLYWOOD • FLOOR JOISTS " \.. 3/4" BOLT TYP. l 3/4" BOLT TYP. 3 x LEDGER L_ CONFORM UNITS FULLY GROUTED CELLS TYPICAL FLOOR FRAMING DETAIL JOISTS PERPENDICULAR TO WALL 4 x 6 x !/4" ANGLE PLYWOOD TYP. BOLT TO RAFTER WITH 1/i' BOLTS Bd NAILSTYP. 2 x BLOCKING BETWEEN RAFTERS WITH Bd NAILS TYP. TO NAILER ABOVE TOP PLATE 112''BOLTTYP. TREATED TOP PLATE (ANCHOR BOLT AT TOP PLATE) CONFORM Wo.ll UNITS TYPICAL ROOF DETAIL RAFTERS PERPENDICULAR TO WALL Report No. 4572 APPROVED JOIST ANCHOATYP. PLYWOOD -----, CONFORM WA.LL UNITS FULLY GROUTED CELLS TYPICAL FLOOR FRAMING DETAIL JOISTS PARALLEL TO WALL PLYWOOD Bd NAILS TYP. 2 x BLOCK ANO NAILER SECURE TO TOP PLATE WITH Bd NAILS TYP. BdNAILS TYP. AIM RAFTER/JOIST TREATED PLATE OVER RAFTERS/JOISTS MASONRY 1/i'BOLTTYP. APPROVED RAFTER ,·(".{ ANCHORS :'-'•. ":~ TYPICAL ROOF DETAIL RAFTERS PARALLEL TO WALL FIGURE NO. 3-CONNECTIONS TO ROOFS AND FLOORS Page4 of 4 I I I ~X1~orz 1 flN~fit'G?----..)i I li'i;l=Z==z>"'D==z=zz=>z=<ZZ>o=222=zzzz~22 I I I 1:-1 ONE. e>mi:::-1 1"7' ~ "'7,-Z::l':Y 12:> n TH f':€S s~c.Y. STEM·VVALL FOUNDATION-(Stud Wall Construction) • ---~, t -., . . ' ' . ' • .. : -·~ ~-: e>Ee-F1Ci.N°·~ ~ f\.,,;v~ C<JNNEL-1\CN~. FIGURE NO. 4--SF SERIES "CONFORM" WALL FOUNDATION Report No. 4572 ! ~--· January 12, 1994 Mr. Peter Brigham cl o Sunlight Inn 10252 C. R. 117 Glenwood Springs, CO 81601 Subject: Dear Peter: Outstanding items on final inspection of single family residence constructed under permit #4861 at 10256 C.R. 117 near the Sunlight Recreation Area. Don Owens of this department noted on a final inspection report that some items remain to be co111ple1_ed. _These indt1_de_a, final ele~tri&!li ip§~i;tjon, sesuting of 3 doors to_de_eks,removaLof_ kraft backing from insulation used in unfinished basement or covering it with appropriate material and the hanging of the door from the garage into the basement and equipping it with a closer. I would like you to communicate with me by January 25, 1994 regarding the status of these corrections. If you have any questions please give me a call. Thanks for your cooperation. Sincerely, Art Hougland Chief Building Official Brighaml.94 • •) Certificate of Occupancy No. 22os No change in the character of occupancy of a . building shall be made without a Certificate of Occupancy -(UBC Sec. 502) Building Department Garfield County, Colorado This certificate is issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance, this structure was in compliance with the various codes adopted by the County regulating building construction or use for the following: Use Classification Single Family Dwelling w/Single Garage Building Permit No. ___ 4_8_6_1 ________ _ Group R-3 11-1 Type of Construction !-N Zone _____ _ Owner ofBuilding Sunlight Inn and Realty Company .Address 10252 County Road 117, Glenwood Springs, CO Building .Address 10256 County Road 117, Glenwood Springs, CO 81601 Locality _______ _ ~nu~-, I { , I I { Address same L:S;:o;=:.JJ/ 7 / JI By,. ./::..u-k' ~CffiYd:" Date ---'J~an=u~ar~y~20~,_1=9~9~4 ___________ _ ChidBufcl.lli Official Issuance of a Certificate of Occupancy shall not be construed as an approval of the provision of this code or of other ordinances of the jurisdication. Certificates presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. (UBC Sec. 307(a)).