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HomeMy WebLinkAbout4954 N_ 0 4 9 5 4 GARFIELD COUNTY BUILDING, SANITATION end PLANNING DEPARTMENT 109 8th Street Suite 903 Glenwood Springs, Colorado 81601 (903) 945 -8212 Job Address County Road 112. Carbondale . (Up Cattle (:reek) Nature of Work Buil dine P•rs!i Use of Building Single Family Dwelling Unit Owner Calvin Lee Cc itractor Par Seydel An.ount of Permit: $ rafl( hf Date: a bares h .r h , 1993 Permit: 549.50 Plan : 358.13 S. Archuleta Clerk White - Treas. Canary-Office Pink - Applicant Gold - Duplicate Q -: = „_- r 4 III > ` _' -- "I GARFIELD COUNTY AUG 0 APPLICATION FOR BUILDING PERMIT t 6 1 - 4 3 PERMIT NUMBER !- s please print or type DATE // -5/-93 CiARFILLU COUNTY TO BE FILLED OUT BY LT PCANT PLOT PLAN ADDRESS ' 1_. p/®, O Q tf NOTE: Show easements, property line dimensions, .a SUBDIVISION ATI.ZMr'W�1 all other structures, specify north, and street • FILING 0 LOT # BLOCK # name. For odd shaped lots, or if space is W TAX SCHEDULE # ()StlO •"")^..- too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL C� - USE OF BUILDINGS NOW ON PARCEL c: NAME z MAILING ADDRESS •_ 1,1111a ■ o CITY i..d . 4 ,h. n. _ PHONE- ( 1 C_ 1 h 1 s m NAME a z ADDRESS CITY ¢ w _ m NAME h aasi H ADDRESS tV 1 sfl4'1 - :4 CITY _ o 1PHONE LICENSE # U CLASS OF WORK NEW ALTERATION ADDITION DEMOL SH REPAIR MOVE MOBILE HOME (make /model) S.F. OF BUILDING 1 S.F. OF LOT Atli if OF FLOORS HEIGHT - a 0 i # OF FAMILY UNITS ## OF EDROOMS INTENDED USE OF BUILDS G i ('� GARAGE: SINGLE_ DBL CARPORT: SIN LE DBL FRONT PROPERTY LINE FIREPLACE \AI: A k�e,r'Y1� l g el°„ ,DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER WATER SUPPLY 0 /'}y K N t 7 CHECK IF CORNER LOT /11 14 DRIVEWAY PERMIT AA /,/R /,ed( �p r DESCRIPTION OF WORK PLANNED SITE PLAN (ill a dd BUILDING PLANS t>9k• SANITARY SEWER CLEARANCE I hereby acknowledge. that I have read this ON SITE SEWAGE DISPOSAL PERMIT T.$.p S , application and the above is correct and I OTHER DOCUMENTS (specify) 41a*fr'#a f$ / /Si agree to comply with all county ordinances an. -t lie laws •- gulating building construc ion L_ a AS I I • ,k I• SIGNATURE I g ; 41 ir Y?•3I _ ` 7 S-9 - 9' FOR OFFICE USE ONLY VALUATION �qo . 9.--C FLOOD HAZARD PERMIT FEE $,' SOPLAN CHECK FEE $, ?,f 7 /? CERTIFIED BLDG ELEVATION TOTAL FEE s706-.4-3- SCHOOL IMPACT FEE $ QOO. °O SPECIAL CONDITIONS ) j€4cVLs S� J o� 4 DATE PERMIT ISSUED ,790 �4�/MNk i SL `at /,P. . fait, ZONING DISTRICT PROBLEMS WITH PERMIT TYPE OF OCCUPANCY R-3 TYPE OF CONSTRUCTION - Al`/ ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING /8tC S.F. OF LOT MAX. HEIGHT /S t ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED r� f$evie -& r APPROVED: _ �L /� s�L„/_� /�a.. , �f. 93 Sa ILDIN DE/' TMENT DATE PLANNIN DE•ARTMENT DATE 1 r,.- NOV 1 5 1993 er3Gvi bgO O?1d3 V,, c+..:n.it ! it Co 1/417.),40,4, eo LID r Pq t'I 1 /2- 1' 4 1 � w ® Q? -0“ - riL 7 C- CL/-S it 5 Cur d eak.T� e�oc.IC • _.... - 21 - -- Z S (1?0FUr9t1 j .r, ",BLLtE &orYa 0 v8 (Mr . 0-60 4b r , 1 i ■ F , I /1 5 VE ld - ICPrL. (ttMMR. _ 1r I QV-LL_ G2oLUTED i 'FOwd DOTS Oki 1,21i rd 3000 psi E)r.r > 1,. r'c, __— — — I Ib u _ T`(PiQ, L i-out.r b Io O(oSS 5ECT0 ni r I = I C./}c_Jir.l Lti.G. (aES ii)4rlC.P:_ • ION sr9, ICBO Evaluation Service, Inc. • Y W . g A subsidiary corporation of the International Conference of Build Officials EVALUATION REPORT ReportNo.3044 Copyright© 1992 IC80 Evaluation Service, Inc. April, 1992 Filing Category: EXTERIOR COATINGS (060) 0 (a) For unsupported height considerations, the h/t factor may he `used TIM LAYDEN on the nominal thickness of the block walls, providing wall heights 6 not POST OFFICE BOX 1481 � , exceed those set forth above. BROOMFIELD, COLORADO 80038.1481 j` e, - 1 (b) The design procedure shall be based on the working stress design L Subject: O Band. formulae included in Table No. 11 with the "d" dimension being the distance 'poi - LG 677 from the centroid of the reinforcing to the edge of the grouted cell in the 11, Description: A. General: 0 -Bond consists of a proportional mixture direction of bending. The "b" dimension shall be the width of the grouted of portland cement, hydrated lime, fiberglass reinforcing strands, tine cell measured perpendicular to the direction of movement. sand, calcium stearate and water. The mixure is troweled onto both faces (c) Horizontal beams or lintels shall be precast concrete, mortared and of hollow concrete block masonry In lieu of mortaring of head and bed grouted reinforced masonry or structural steel. joints. The Type "E" fiberglass strands have a length of approximately 1/2 (d) No more than one vertical reinforcing bar with necessary splicing inch and treated to resist the alkaline cement matrix. The minimum ulti- is permitted In a grouted cell unless the clearances and spacing comply mate compressive strength at 28 days, when 2 -inch cubes are tested, is with Sections 2404(e), 2407 (f), and 2409 (e) 1 and 2 of the code. 3,900 pounds per square inch. The ratio of water to the sacked dry mix material shall not exceed 0.25 by weight. Mineral oxides may be added to (e) Bearing areas for beams lintels or other concentrated loads shall be the mix to provide various colors as desired. No other materials are to be confined to the reinforced, grouted cells alone. added to the mix in the field except water. The material is troweled to a (1) Bolt values in the code for grouted masonry are not applicable to this minimum thickness of inch on both faces of prestacked, running bond type of construction, unless the entire embedded portion of the bolt is set pattern, hollow unit masonry. The finished surface may be textured, start- in grout. Ing with a smooth troweled surface, provided the minimum thickness is C. Installation: The hollow concrete masonry units shall comply with maintained and the prepared mix is unaltered. The material is considered U.B.C. Standard No. 24-4 for Type N masonry. The first course of block weather resistive under Section 1708 of the code. is leveled and aligned in a full bed of Type S mortar on a concrete founda- The walls are limited to supporting no more than a roof, with a maximum tion, and all first course cells filled with grout complying with the code. As unsupported wall height of 8 feet. Where gable roof construction occurs, an alternate, the first course may be set in a bed of the surface coating ma- the wall may extend above 8 feet, provided it is laterally stayed at the top terial and grouted with the same material. See footnotes for Table No. I for and at maximum 8 -foot intervals. allowable racking shear loads based on construction of the first block a Design: 1, Unreinlerced Hollow Unit Masonry: Walls with a running course. Subsequent block courses may be laid in a running bond pattern bond pattern may be designed as unreinforced masonry based on Section without mortar. Stack bond is permitted when the concrete masonry units 2408 of the code, provided the wall height does not exceed the limitations are mechanically interlocked and horizontal steel is provided as required set forth above. The allowable working stresses on the net cross- sectional In Chapter 24. Corrugated metal or plastic shims are used to align individ- area of 6 -, 8 -, or 12 -inch -thick walls are as set forth In Table No. I. ual block as necessary to keep the wall plumb. Head joints are buffed as closely as possible. Window and door openings are formed by conven- Bolt values in Tables Nos. 24 -0 -1, 24 -0 -2 and 24 -M of the code for tional construction procedures, including temporary shoring for lintel grouted masonry are not applicable unless the entire embedded portion sections. All vertical wall reinforcement shall have continuity into the loun- of the bolt is set in grout. dations by dowels or other approved methods. 2. Reinforced Hollow Concrete Masonry: The design of walls laid in The walls are braced laterally as necessary to maintain proper alignment running bond shall be based solely on the net section of grout in cells with and left until the surface coating is applied and cured. The material is a minimum I', of 2,000 pounds per square inch at 28 days. Design proce- mixed in strict compliance with the manufacturer's instructions to a tro- dures may be based on working stress design of reinforced concrete. welable mixture. If the mix becomes too stiff and difficult to apply. it may When higher values of 1' are used, special inspection in accordance with be retempered once within 60 minutes atter the Initial mixing. Section 306 of the code is required, Grouting shall comply with Section The wall surfaces are thoroughly misted prior to applying the surfacing 2404 (f). Coarse grout is required and shall comply with Section 2403 (d). material to a uniform minimum thickness of / inch, with stopping points Higher strengths may be necessary depending on the I', used in de- prearranged to avoid cold or lap joints in the center of a wall, unless spe- sign. Reinforced hollow unit masonry construction shall have horizontal cially designed. Cold joints may occur at wall corners, wall intersections, and vertical wall reinforcing as required in Chapter 24 of the code. The ver- pilasters, or at special control joints. Designs shall not consider continuity tidal wall reinforcing is to have continuity with the footing wall or slab by across control joints or around corners. Each panel between control joints dowels or otheracceptable measures. Additional design criteria are as fol- shall be considered isolated for design purposes. Special vertical control lows: joints completely separating long walls may be spaced to reduce cracking Evaluation reports of ICDO Evaluation Service, Inc., are issued solely to provide 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 other attributes 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 ICDO Evaluation Service, Inc., technical ,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 !CEO Evaluation Service, Inc., express or implied, as to any "Finding "or other matter in the report or as to any product covered by the report. This disclaimer includes, bur is not limited to, merchantability. Page 1 of 3 • • - 2 of Report No. 3044 due to expansion or contraction, provided differential movements normal cate the manufacturer's name, net weight, product name, mixing and . to the wall surface are properly accounted for, Horizontal cold joints are application instructions. not permitted except at mid height of a solidly grouted block course. III, Evidence Submitted: Descriptive data and results of structural and Concrete slabs or beams and /or steel beam ends may be embedded in tire tests. walls, provided that portion of the wall is laid up with conventional mortar construction and fully grouted. This construction shall extend from at Findings least 4 inches above the beam or slab to at least 4 inches below the beam IV. Findings: Thal om c d 0•Bonplies with the 1991 Uniform Building or slab to develop continuity for the coating material. Bond beams may be Code, subject lo the following oni conditions: incorporated in this area to act as the chords of diaphragms when re- quired, 1. Construction and design are In accordance with Chapter 24 of the The coating is to be misted once with water within 24 hours after appli- code except as noted in this report, cation and more otten during windy or dry weather. The surface coating 2. Coarse grout as specified In Section 2403 (d) al the code is used shall not be applied when the temperature exceeds 110 °F, or falls below for reinforced hollow unit masonry construction. 40 °F. and shall be protected with a moisture -proof cover If rain, snow or 3. Fully reinforced construction is required in Seismic Zones Nos. sleet is expected within 8 hours after application, Tops of all walls are to 2, 3 and 4. be protected 'from moisture intrusion during the curing period. The sur- 4. The material Is assigned a two -hour lire- resistive classification face coating shall be carried down the exterior face of walls to provide when constructed in accordance with this report. • weatherproof continuity with the looting or slab. 5. The walls are limited to supporting no more than a roof, with a D. Fire Resistance:When 8- or 12-inch-thick lightweight three-cell hol- maximum wall height of 8 leel. Where gable roof construction low unit concrete block walls are laid in running bond with 0 -Bond applied occurs, the wall may extend above 8 Ieet, provided it Is laterally to both faces as described in this report, a two -hour load- bearing fire -re- stayed at the top and at maximum 8 -fool intervals. sistive rating is permitted. The block must have a minimum equivalent 6. The concrete masonry units must comply with U.B.C. Standard thickness of 4.4 inches and be made of expanded shale. No. 24-4 for Type N masonry E. Identification: The material is packed in 50 -pound bags which indi- This report is subject to re-examination In two years. TABLE NO. I UNREINFORCED MASONRY TYPE OF STRESS) W IT SPECIAL WITH SPECIAL INSPECTION INSPECTION (SectIon 306) Compression 75 psi 150 psi Flexural tension • Vertical span 7 psi 14 psi Horizontal span 12 psi 24 psi Shear 7 psi 14 psi • Modulus of elasticity: 430,000 psi 860,000 psi • Racking shear for first course set in mortar and 450 plf 900 plf solidly grouted 6 -inch wall 215 plf 430 plf Racking shear for first course set in 8 -inch wall 240 plf 480 plf mortar but ungroutedl 12 -inch wall 325 Of 650 pif 'Values are for walls without openings having a height -width ratio not exceeding one. Uplift forces are to be resisted by positive means such as embedded reinforcement. No increase in values for duration of load is permitted. :Where determinations involve rigidity considerations in combination with other materials or where deflections are involved, the modulus of elasticity under "With Special Inspection" shall be used :The stresses are based on Type N masonry units complying with U.B.C. Standard No, 24.4 and having she following minimum properties. NOMINAL MINIMUM MODIFIED DESIGN MODIFIED WALL FACE SHELL SECTION DESIGN THICKNESS THICKNESS MODULES NET AREA (meM1) (Inches) (Inches Cubed) (inches Squared) r , 6 1 52,8 27 . � 8 144 90 33 12 142 174 39 NOTE: The section modulus and net area are based on two minimum - Thickness face shells 12 inches long, plus an allowance for surface coating. No increase in proper ties i permitted for thicker face shells, 1 Page! of 3 Report No. 3044 TABLE NO. II DESIGN STRESSES FOR GROUTED CELLS DESCRIPTION SYMBOL FOR ANY STRENGTH OFI', 29.000,000 Modulus of elasticity ratio: n • ul! 33V f', Flexure:/; Extreme fiber stress in compression f; 0.45 Shear: v (as a measure of diagonal tension at a disluncc 1.1 V f', "d" from the face of the support) Shear in walls resisting other Than seismic forces:I (Shear carried by grouted vertical cells) Bearing: On full area 0.25 f,. On one third area or less= ( Orouted cells only) Shear in walls resisting seismic forces in buildings! v„ .45 Cf, Shear carried by grouted vertical cells only lThe stresses indicated may be increased one third when caused by wind forces. This increase is permitted only when the least distance between the edges of the loaded and unloaded areas is a minimum of one fourth of the parallel side dimension of the loaded area. The allowable bearing stress on a reasonably concentric area greater than one third but less than the full area shall be interpolated between the values given. 'The stresses indicated may be Increased one third when caused by seismic forces. r +J', in excess of 2000 psi requires special inspection. FIBERGLASS REINFORCED Q-BON BLOCK WALLS WITHOUT MORTAL ATTRACTIVE Q -BOND secures your building in a rich stucco appearance. DURABLE Q -BOND is structural; will add years to concrete masonry surfaces. STRONG Q -BOND walls have been tested and proven stronger than conventional mortared walls. ECONOMICAL Contractors achieve 70% more productivity using surface bonded wall systems. LOW MAINTENANCE Q -BOND needs no painting and the wall is waterproofed. HOW TO USE Q - BOND TO BUILD WITHOUT MORTAR A wall built with Q -BOND is stronger both laterally and vertically than a conventionally mortared wall. Q -BOND is an alternate to the mortar system. Use conventional building techniques and follow local code requirements. FIRST COURSE - - - 1 Level the first course of block in mortar without mortaring between blocks. Leave necessary openings for doors if the r structure is on a ground level slab. After the first course is set, stack the walls. J CURING Q- BOND will gain -much of its strength within 24 hours. The bonded surface should be dampened with a fine spray - occasionally during the 48 hours following application, particu- larly under dry climatic conditions. In cold weather, keep the ' bonding from freezing during the first 48 hours. Necessary precautions in covering to protect the surface - from freezing or * "' • drying too fast should be taken under extreme conditions. $, - ADDITIONAL USES 0 i p ON 0 - 4CC -- CONVENTIONAL BONDING ADHESIVE MASONRY WALLS Q -STIK is a special acrylic polymer formulation designed to - be used as an admixture in Portland cement -based mixtures . The addition of Q -STIK will aid in the bonding of cemen- titious materials to concrete, wood, stone. foam, and metals. Q -BOND is a "structural " - coating, thus, when you_ wish . to _ This tough, internally plasticized admixture will retain restore or renovate old block; brick or poured in place con- strength and flexibility with age.:Q-STIK dries clear and is not _ - crete walls, you're not only applying a decorative finish, you're re- emulsifiable. - - -- - - adding_ new strength to the wall. -- _ - - OLD BLOCK BUILDINGS - Use the stand- 0 0 D and application of QBOND in the same manner as if the STUCCO budding were dry- stacked construction. One word of caution, - �f - Q-BOND teal not bond to painted - surfaces. You want a clean block Wall surface, free of all foreign materials. - - IN ONE STEP Because QBOND is "structural" you can use one coat of - - - - - - Q -BOND instead of the conventional three coat plaster or - - OLD -BRICK BUILDINGS Use the standard - - stucco applications. You n eed only apply enough QBOND application of - QBOND plus 1 quart of QSTIK bonding - to cover (hide) the plaster mesh: - adhesive per one 50# bag of QBOND. The addition of bond- - - - - - - - - - - -- - ing adhesive is necessary because brick masonry walls do not SHEATHED FRAME CONSTRUCTION have the same rough surface found on block masonry walls.- styes - - - - You want a clean brick wall surface free from paint and o t h e r- w p not building - - foreign materials. - -- - _ - � ` paper lell - p y sheathing Lir I fif, Mel :LL rinlorceme OLD CONCRETE BUILDINGS - Use the • same standard application. of Q -BOND plus the addition of - - - one -half gallon of QSTIK bonding adhesive mixed in with water and one 50# bag of QBOND Concrete walls must be pre cleaned to insure that all traces of form oil or other foreign - `- tit materials and paint are removed. - - -' - - - -- - - s a, y s ' 8. EDITOR'S NOTE: It is an excellent idea to try a- r "Test Patch" on all old buildings prior to starting the project. - _ - v. "'n"" ' - In that way you can be certain you've prepared your old - - > } "+r" r. - building - surface and that your QBOND coating will bond - - -- properly. - -' 4 shealnee Iran¢ • CODE APPROVALS - - DESIGN DATA ' - - - - ICBO . - 3044 F.H.Q. 970 Shear stress Not to exceed 10psi on gross area - - - - MESA IC -17 - Tensile stress in flexure Not to exceed 18 psi on gross area -. - Lateral support - Same as in ANSI 41.1 / \Comprehensive stresses Not to exceed 50 psi on gross area - - - - TEST RESULTS* - - NCMA Structural and water tests Ohio State University fire tests COMPRESSION IASTM E - 72) 8" Wall - - - - o - - - Results Percent -- - - - - Thickness Conventional - - _ - - :Q- BONDed - • A0 308 psi 57 - - Type S Mortar 540 psi - 100 - - - - - FLEXURAL(ASTM E - -72r- - -- - - - - -- - - Q- BONDed - - .10 471b/ft 164 - - - - -- - _ - -- - - - Type S Mortar - 29 Ib /ft 100 - - - _ -- - - - - - BEAM - Third Point Loading lASTME -72) - - - - - Q-BONDed - .09 340 Pei - - - - RACKING IASTM E - 72) - - - - Q- BONDed - A0 4170Ib/ft 140 - Type N Mortar 29701b/ft 100 - - - - - - - _ FIRE RESISTANCE " IASTM E - 119 -73) - - - - - Thickness - Block wt. Duration of Test Rating - - - Q- BONDed .11 94.31bs/ft 2 hr 6 min - 2 hr. - - WATER RESISTANCE IF.S. TTP -00351 • Wind Velodty - - Thickness Duration of Test Water Penetration Rating Q-BONDed _. 98 .10 8 hrs 0 - Excellent 'Research reports available on - request ' * Also passed double loading of 100 psi and hose stream test - - STRUCTURAL - DATA -- A concrete block wall, dry stacked in a running bond pattern is stronger both laterally and vertically than a convention- - - - - ally mortared wall when it is coated on both - sides with CI-BOND fiberglass reinforced surface bonding cement. _ -- _ . Racking_ tests, which measure the ability of a wall to withstand shear forces - such as earthquakes, - indicate that a - Q -BOND surface bonded wall is stronger than a conventional mortared wall. - - - - - - When a concrete block wall is coated with Q -BOND fiberglass reinforced surface bonding cement, the coating becomes an intergral part of the block itself and greatly increases the strength of the wall against shock or impact. - - - - ENVIRONMENTAL DATA - - Fire tests indicate that an eight inch masonry wall that has been Q- BONDed has a two hour fire rating. Q -BOND is non- -- - - - combustable; won't support a fire and emits toxic gasses. - - - - - - - In a Federal Standard simulated wind driven rain test a Q- BONDed wall withstood a velocity of almost 100 miles an -- -- - hour without water penetration into the wall itself. - - - - - COVERAGE A 50_Ib. bag - of Q -BOND will cover approximately 50 square feet when applied 1/8 inch thick. The area covered will be - - -- influenced by the application as well as the texture of the blocks. A good estimating figure for your project is approx- imately. 35 square feet. - - - STORAGE - AND - PACKING -- - .- - Q -BOND is a 50 lb: dry mix in a 3 ply- kraft paper bag with inside free -film polyethylene ply for moisture protection. - - - The shelf life is one year when stored in.a dry place. - - SHORT FORM SPECIFICATION FOR MORTARLESS CONSTRUCTION The first course of concrete masonry units shall be laid in a full bed of mortar or Q -BOND, but without mortar be- . < tween - the blocks. Starting with the second course, all blocks will be stacked, without using mortar, in a running bond' pattern: Q -BOND shall be applied to both sides of the block, covering the block and joints to a minimum thickness -of 1/8 inch according to instructions on the Q -BOND bag. - - - - • Ttn (H MD. ��. JTL>Af HEDRICKCONCRETE - PRODUCT CORPORATION D P.O. Box 414 - Roth St —Box 1087 - - Lafayette, Colorado 8 - Sikeston, Missouri 63801 - - - - (303) 665 -8659 (314) 471 -3378 - - STACKING THE WALLS d- - t- If the blocks have burrs or � s , r,, loose particles, rub blocks together or scrape them. i _ T Start by stacking blocks three courses 4, high at the corners. Using a mason's „ ' • i 1► line from corner to corner, stack blocks to the line in a running bond m ,, M . - pattern. - _ _ _ - i Check corners and face of walls with a level. Stack blocks between corners, always snugging blocks together. Insert ra . _ wooden frames to maintain correct * afrit size openings for windows and doors. .... If necessary shim with sheet metal, ,_ sand or Q- BOND. A perfectly smooth W - wall is not necessary because Q -BOND will hide the block lines and many N � irregularities, especially if a rough finish is applied. MIXING Q -BOND \ Using a wheelbarrow (or mortar mixer) put in 1Y� gals. of water. Pour in 50 lb. bag of Q -BOND mixing with spading fork, hoe .. or other mixing tool. Break up all lumps. Slightly more water e x ¢$i; d may be needed to get a pasty (but not runny) mixture. A small ,, amount of water may be added up to 30 minutes after mixing if- mixture begins to thicken. A 50 lb. mix will be used in about one hour by one person. Mix that becomes unworkable should L be discarded and not added to another batch. 2. APPLYING Q-BOND The block walls should be wetted well but not soaked, before r , applying Q -BOND. This prevents the dry block from absorbing - water from the bonding mixture. In a dry climate, walls will »' , need to be wetted again if water evaporates. Q -BOND should . be applied when the surrounding temperature is between 40 4 and 100' for 24 hours following application. Apply 0-BOND *. with a trowel, 1/8" thick, using upward strokes and sweeping in a diagonal direction, covering the block and joints. 0-BOND > '. must be applied to BOTH SIDES of the wall.* ''' Q BOND is easy to apply and sticks to the wall as you apply -- it Excessive troweling, pressure, or troweling as mixture ... - dries should be avoided. As in painting, stop at natural breaks such as doors, windows, or corners. - taoenit 171 C91 GARFIELD COUNTY C 0 # 0 M6/ BUILDING AND PLANNING AGREEMENT REGARDING CERTIFICATE OF OCCUPANCY WHEREAS, Mr. Calvin Lee (hereinafter "Owner ") has applied for a Certificate of Occupancy for a house located 0730 County Road 112, near Carbondale Colorado in Garfield County, Colorado and, WHEREAS, the following items have been determined to be apparent defects or deficiencies with the application which prohibits the issuance of a Certificate of Occupancy until they have been resolved pursuant to codes adopted by Garfield County and approved by the Garfield County Chief Building Official: Deficiency No 1. Laundry room drain installation has not been completed as of this date and only the rough opening has been completed. Deficiency No 2. The pressure /temperature relief valve from the building heating system has not been provided with a drain pipe to carry it to the area of the proposed floor drain. Deficiency No 3. A smoke detector has been omitted in the area giving access to the bedrooms on the right as you enter. Even though detectors have been installed in the bedrooms, the 1988 and 1991 U.B.C. (Uniform Building Code) Section 1210 requires a detector in the area described. Deficiency No 4. A portion of the deck currently under construction is greater than 30 inches above grade and has no guard rail. Contractor Pat Seydel said that he intends to raise the grade so that no guard rail is required. Deficiency No 5. No address number has been provided on the house as of this date. and, WHEREAS, the Owner is willing to make certain assurances and agreements relating to these identified code deficiencies and on the basis of such assurances the County is willing to issue a Certificate of Occupancy. NOW, THEREFORE, it is agreed as follows: A. The Owner agrees to do the following: 109 8TH STREET, SUITE 303 • 945 - 8212/625 - 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601 Deficiency No 1. ACTION REQUIRED OF THE OWNER: Complete or cause the completion of the floor drain and request an inspection to verify. Deficiency No 2. ACTION REQUIRED OF THE OWNER: Complete or cause the completion of the installation of the drain pipe for the pressure /temperature relief valve from the building heating system and request an inspection to verify. Deficiency No 3. ACTION REQUIRED OF THE OWNER: Complete or cause the installation of a hard wired smoke detector in the area giving access to the bedrooms and request an inspection to verify. Deficiency No 4. ACTION REQUIRED OF THE OWNER; Raise or cause the grade within five feet of the walking surface of the deck to be raised to no more than thirty (30) inches and request an inspection to verify. Deficiency No 5. ACTION REQUIRED OF THE OWNER: Provide an address number that is visible and legible from the road. FURTHER ACTION REQUIRED OF THE OWNER: The Owner will complete all work described herein and request inspection of all work by the Garfield County Building Department. All work shall be completed in compliance with the stated provisions of the codes currently adopted by Garfield County in a manner that will enable approval of all work. All work, inspections and approval of work shall be completed within fifteen (15) days of the date of signing of this document. B. In the event the Owner fails to perform as agreed on any of the above, the County may revoke any permits which may have been granted to the Owner. The County will require the habitation and occupancy of the house cease immediately. C. This agreement is binding upon the heirs, successors in title, and assigns of the parties. County of Garfield, Colorado t/l By: w O � _a. �.��r By' Calvin w ee Art Hougland, Chief Building Offi al U Date: f Date: / g5 G _ w__ A l Y • H. to y in ct S OU bb 0 0 • j b 0 0 W i L bn N 51 1 + 4 0 •1 ' U O H O O d U m 0 0 U o ,1 0 0 al V bA� p n o 0 (� \ Z 0 , .. Z v �. 3 .4 , « aJ O a) 0 ° o ro a) a 0 ° • [ 0 . ., •y .o to N c m rtl 0 O G 0 w + o w d ° .. .10 U) 0 O co F+ " ° V O G , cc Z e p N ^Z. C co .1) • c.: M V 7. 5 a) d rl G C 1_, a. y ® ° C (, o ° w 0 N nor �i y R7 al TJ L 0 0 ° ° erft M O 0 P ° u . 5 n ( m. U W U o , -cC a? et C Z Ea V CC � E E • . . 511 O > u N U °� 3 aJ � °A� a V 7, bD km ed O 51 u ;1.) e • h . U 0- a O al 7 V � En En X U U HI `' V w • R •b d O Y � O V «+ o .+ .. N ? Sr c 0 M 4. e : ° 1. o o '0 0 ^ ice, i. u e • Pa y V) A CO Fa '51 N � U ° ° 1 "814 y •{ , d v • b .� m o ' ^' p U W p 1 e^ h m N • g' 0 . E .E 00 , S1 U b \ p .? . ' O L7 a te . .6- z? o H n C 0 W U al �; 0 0 1 •