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Home My WebLink Aboutpitkin.eh.264321308003 (2014)MAR I j'I'KIN COUNT Permit #: 0010.2013.powt NSITE WASTEWATER TREATiviENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID #: 2643-213-08-003 Permit Issued: ❑NEW CDU ®REPAIR ❑REMODEL/ADDITION ®TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Robert and Judith Mann Property Address Legal Description Size of Lot: _ Size of Buildinq: 473 Medicine Bow Rd Lot 8 Block 2 Brush Creek Villaqe Acres Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: ❑YES ❑NO Sq. Ft. The system is designed for: 4 bedrooms in the main residence (3 bedrooms + upstairs office. The main level office has glass wall:> and is not considered a bedroom). Designed By: n/a Phone #: Fax #: Perc Rate: Minimum Tank Capacity Project #: _ Mailing Address: Email Address: Profile Hole Depth: 1125 gallons Dated: Depth to Groundwater or Bedrock: Minimum Absorption Area Permit Conditions: n/a This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is for the replacement of a failing tank identified in a use permit inspection. The existing tank is in poor physical condition and not working properly. The tank shall be a minimum of 10' to the property line, 5' to the house, and 50' to any well, stream or lake. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Date: 04/08/13 Expires: 04/08/2014 Installer: \ License #: -- Reactivation Authorized by: Final Apprpval Issued By Date: -_� New Expiration Date: E]FaePaid 0010- 7-0(3, Powi Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT APPLICATION &UNO 76 Service Center Rd M----•* Aspen, CO 81611 Website: www.aspenpitkin.com/ehnr/ Annlicatinn fnr Cnntinuprl lJse of an Existina OWTS - T-nK Parcel ID# (available from the Pitkin County Assessor's Office ^ 970-920-5160 L _ p _ U o or at www.aitkinassessor.org): SHSL-oc_K I DHiE.S LaNS'r2UCT)O1J Contact/Applicant Mailing Address: Purpose of Use Permit: � � ❑ PROPERTY TRANSACTION ,� REMODEL/ADDITION C� qi!!'iY! " L970/\ 05-20 91C X2"3- 1122 };' �J PropertAddress: �}� 3C-bic i ti F- 6 o uo P t) . A -S PIE- N, co 81(o I I El Fax ❑ US Mail Lot: Blcck: Filing: Subdivision: 2 13RU S H C-R—r-- C-1< \J 11. L A GE Residences: Other # of Bedrooms: 3 fixtures/uses: Property Owner(s)*: Email Address: 1� Mp,tj0 1+1'2- (�F it O L . C- oµ RO(3ERT B,,10DIT4 MA,Nnl Ju DM fz RL— C—t.-A I VMS . CUM Owner's Mailing Address: City, State, Zip: ,50 C!}ANNIIJ(I AVE.) IPP oJl DeNcF- j R -r- OZ'::-) O� Home Phone: Business Phone: ' b I - 2- 7$2q `f0/- 315-33`t9 - 'Contact information must be provided for the owner signing this application Primary Contact Person/Applicant (if not owner): Company: TaM S(fc-RL.DCX SHSL-oc_K I DHiE.S LaNS'r2UCT)O1J Contact/Applicant Mailing Address: City, State, Zip: P• 0. P., OX 1-1 I 1 S NO t✓ �A k ES V L&,. C p $1(o I S Cell Phone:+ -5-7-1- Business Pho e: L970/\ 05-20 91C X2"3- 1122 Fax Number: Email Address: 123 - m-3 rtsHeUzt-acK@ 5P4EK1-oCrN-V0"E.SA-SPElv- C,cm Indicate Preferred Method of Permit Receipt: Email El Fax ❑ US Mail Address: Ins�ector: Phone Number: Email Address: ♦ Fax Number — ( D,U.W WR(rOA q- A) q'4r9 tiSl9 c k I C i„ xri r-rYO-t-N�x r6�t')ro37�- -z qma , ,C b'L PLEASE READ BEFORE SIGNING: certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. icant Please allow 3-5 business days for processing of Use Permits. FOR OFFICE USE ONLY Received by EH Staff: Fee & Receipt #: Date: ��I-DSZ3 3386 Pitkin County Environmental Health Department - Contact Log Sheet Mame: - Parcel iD#: Address: Date., : _a rson S9ken To :. Coifiments /Action to be -Taken-_. ----: --- _--. _initials Time ft Ir K N Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form OU � f Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 zc Phone: 970-920-5070 Fax: 970-920-5374 Website: www.aspenpitkin.com/ehnr Inspection form for conti�nued use of an existing OWTS Owner's Name: ?o ! f 1 -t- .�,,"/'1G sr Address: (91-/7_T e rG/.ryt id Parcel Number: Inspection Date: Inspector's Name: Business Name: Phone Number Email: Pitkin Pitkin County Systems Inspe-etbr License Number: A cony of this Inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system passes or fails. QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied? YES If NO, how long has the home been vacant?, How many bedrooms are in the home? -k— If secondary treatment is used, who is the maintenance provider? RECORDS: Were system records available from Pitkin County? ES NO If YES: Permit number: 74r0r- qZ, Date of Final Approval: D�yl n, # of bedrooms permitted: Was an as -built drawing available? (!M) NO Is the as -built drawing accurate? �E � NO If NO: Complete a drawing of the system on last page of this form as accurately as possible. Any question marked FAIL will require correction before an OWTS Use permit is issued. SITE CONDITIONS: Proper grading, no evidence of erosion? (M;) FAIL Improper vegetative cover? JZD YES Evidence of compaction such as heavy machinery or livestock? (CO YES improper discharges such as straight pipes? (VKW FAIL Evidence of high ground water? QPj) YES Snow cover present? NO Page 1 I' � TANK: Tank 1 Tank 2 YES Tank 3 If YES, is the pump/dosing siphon functioning properly? Tank capacity 1&90 gallons PASS gallons Is the high water alarm working, both visible and audible? gallons Tank materialitcnG�° SECONDARY TREATMENT: elro—rFs.) Probing Is a secondary treatment unit present? YES C50 UNKNOWN # of compartments Z inches Does the owner have a current maintenance contract for the unit? YES NO UNKNOWN Maintenance Provider: Phone: Date of last pumping NO Is it level and in good condition? PASS FAIL Page 2 Lids/risers in good condition FAIL PASS FAIL PASS FAIL Risers to grade YES YES NO YES NO Riser height " Riser condition/watertightness Air Inlet sanitaryT/baffle PASS (:fA:I-V PASS FAIL PASS FAIL Outlet sanitary T/baffle dv FAIL PASS FAIL PASS FAIL Effluent filter (if part of design) S FAIL N/A PASS FAIL N/A PASS FAIL N/A Condition of tank material PASS AI ` PASS FAIL PASS FAIL Tank was pumped for inspection ES NO YES NO YES NO If YES, list the pumping company If NO, when was the last pumping Scum level (1st compartment) inches inches inches Sludge level (1st compartment) inches inches inches Scum level (2nd compartment) / inches I inches inches Sludge level (2nd compartment) inches inches inches Backflow (if pumped) FAIL PASS FAIL PASS FAIL Midtank baffle 603P FAIL N/A PASS FAIL N/A PASS FAIL N/A Watertightness 4W PASS FAIL PASS FAIL PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present? YES FAIL If YES, is the pump/dosing siphon functioning properly? PASS FAIL Does the pump/wiring/dosing siphon appear to be in good condition? PASS FAIL Is the high water alarm working, both visible and audible? PASS FAIL SECONDARY TREATMENT: elro—rFs.) Probing Is a secondary treatment unit present? YES C50 UNKNOWN If YES, does the unit appear to be in good working condition? YES NO inches Does the owner have a current maintenance contract for the unit? YES NO UNKNOWN Maintenance Provider: Phone: YES NO If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. ABSORBTION AREA: Effluent surfacing, ® FAIL Evidence of past surfacing? rIOD YES Surface dampness.?O YES Excessive odors?3 YES Field location verified by observation ports or probing: elro—rFs.) Probing Liquid in observation port? f5P YES If YES, record depth: inches Distribution Box or ADV part of original design? YES NO N K N 0 W'ff> If YES, is it accessible from grade? YES NO Is it level and in good condition? PASS FAIL Page 2 0 Any problems with the system that were not addressed in the inspection checklist? Pleas list any recommendations for the continue use of the system: 2k AE, fL� i✓ Were any repairs done as a result of this inspection? NO YES If YES, please describe the repairs. To the bst of my knowledge and training, the information colle d in this inspection is accurate as of 20 LicensedSystems Inspector Signature: Additional Notes: Clearly label any pictures and attach them to this form. Page 3 Brush Creek Metropolitan District 500 Juniper Hill Road, Aspen, CO 81611 970-925-5195 TO: Environmental Health Department FROM: Bill Johnston, Manager Brush Creek Metropolitan District DATE: August 24, 2009 RE: Water Service - Brush Creek Metropolitan District This is to confirm that the Brush Creek Metropolitan District will supply water to the Mann property, located at 473 Medicine Bow Road, Brush Creek Village Subdivision, Aspen, Pitkin County, Colorado. If you have any questions, please call me at 970-379-4345, or my email address is starwoodmankcomcast.net 0 -o GAUN �ovo II&JaRCT-C -I(L I -A OK X 0,A LC -3-0 L TY 4r:c: 4 lw� 4v I vpv U - ?,6(,o IPMD 0 KVN LLC Kevin McClure PO Box 6957 Snowmass Village, CO 81615 970-379-9088 kvnmcclure@&ail.com 4/6/2013 To Whom It May Concern, I am the manager for the Brush Creek Metropolitan District. The Mann Residence located at 473 Medicine Bow Rd is on the Brush Creek Metropolitan District water system. Please contact me if any further info is needed. Kevin McClure, manager 0 DESIGN CALCULATIONS - for Pitkin Owner's Name I Parcel ID # House Size (sq. ft.) (75 gpd or 100 gpd) Number of Bedrooms in ain House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 600 State Review Required? no Perc Rate (T) Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 900 0 Minimum tank capacity 1125 gallons Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) A = 1,309 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 935 sq. ft. of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed Pipe and Gravel (-10%) 1178 no red. 1309 119 133 Dosing (-20%) 1048 (-20%) 1048 106 106 Chambers (-30%) 917 (-10%) 1178 93 119 Max Allowable -50% 655 (30%) 917 66 93 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel (-10%) 842 no red. 935 85 95 Dosing (-20%) 748 (-20%) 748 76 76 Chambers (30%) 655 (-10%) 842 66 85 Max Allowable (-50%) 468 (-30%) 655 47 66 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = �} t 1Pow , Mpn!t i g*R:r r 5.16"59 O"I Ai" `•� eft-FAMATCH Cl -T; -ft �t.l'INC��UR1�'(a IhC. Elf'•.._.... - _ _ ._..._._.----..._.._._.....__. ,r,�-�"-r •.—•_ j Nj R• LOT 1 M -M �MMYy M1« y�i ew�w1�ir�~' 0 InrO, CUXK 2, MUM i emAMl CReac VILLASe "0 2.12 AR:G52 q, LOT 7 ' NC.'RC KR:F1r,.71(Lt;Jt bf l�Cr .t f•CL^Q7 IN EULLDN•K. /L'1WU11'n.797441 u'D'[37 7j22/?4, °bion AZT Y'J:. ED iN • i"� -2� crlr� �\ Q�'i � /�7� DfT1�719WWN'A®ccAq'A1Ntb - 1' 1 ` LOT / t xue r•su &-45 a ems• eauNc Ay IHIMI Q SM& OR'S CI RCIFlGATp s P t L t W"tDY CMnFY '�tr as .w•4WK 27, M% A YJIAL %" r=RAt1- ltiXR NV'..lT6'R11oKW CF I ' f , �oJ9•Py=XX4 M1iMN pmLCKACO.LTHC •1Erttr 1=Vtt. � I. SZMIN ' mtc i! . c/ot iJt. tci-r�f +µMS lY.,•!!G inl -f! G rRc cts n+19 aURYeY r�ICµ•iL 011x.4 Fi7ttlC ! 6""' $V— tocNl7 A W WrA-MO CMIRL'i.Y WMHN " oaN weY 4Ab OF ait Aeove Debe "e" "O'my- hie loom -'N Ao a+sNmW5 or Al &AL[NP#P� ItiPo Mft9.7p3, C45CM•Ie1QM Klaft'CY. VAY W eVWEWL. at y 1R37{Y}I 'p MIC, MD PRIMLICS ARt iGCtlRAikL •bY dt Cri h!!1C LOT 2 1( LOT S ft t un*Je �mvtr� en Ity'r— 'Kers ri AVno Surveys, kc. It"" i'rt ftwoww 7.z1.0's L)MAm tpr t �LmkY CoionW*eien D.lb.Crg ' AiFACf.IN£ hGLV ttyn• AM n sem 1 3 ee keac uNc� !1J F 6, DLt7dC 2, RLIPY, I s., ,,•; ... , h.' tomer n Ed�U9H amts C VI(,GWER AXMV)SM P"IN C"rd Q%*iyn MwR Job No 4M t24 co- mm -IDN T M EXISTING UPPER LEVEL PLAN 1/4"= 1'-0" L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - J Q1 cu 05 c a E cn O cn =3 � -r- co N N m Y OO a. (n m co0 O J EXISTING F.A.R CALCULATIONS UPPER LEVEL 1629SF BASMEMNT 1581 SF ENCLOSED CORRIDOR 124 SF 3 / 14 / 2013 UNFINISHED GARAGE 512 SF - TOTAL 3334 SF F EXISTING F.A.R. TO REMAIN UNCHANGED I EXISTING PLAN I A1.1 I I I I ( I I I FAMILY ROOM 013 ----------------------------------- ----------------------------------- I I I I I I I i i - - - - - - - - - - -'- door to ing aming and dryavA to this Gne (align wdh zt. edge of steel Deem above carca�srn rr, n.nw.ne, swz.�o �•w"'s nr.yxa lop of Pis -4 = mo ecPo�w,,,m 6'-6"above nish low op door. — — — — rv.ev rnoeep / Tw, oyw ---- 'd—,1 l ---- forsapport I I I II e --- 1I LANDING l 1 1 I ;; r I I d B�) ATHROO �l i--- 011 I I I I BAR + III 012IT I I iii I I I I III. I - i ------------------ --_ ------------- il I I I I � I �I I I I I I OFFICE BEDROOM 2 I 019 16 I I I I I I I I 4 3 A1.4 A1.4 u I I (1 LOWER LEVEL FLOOR PLAN A1.4 1/4" = 1'-0" BATHROOM 017 F MECHANICAL / LAUNDRY 015 r®' ceiling height T-10" GYP BD CEILING 46"x46" OPERABL VELUX VCE SKYLIGHT WITH BLACKOUT/UV INTEGRAL SHADI FAUCET PL1 SHELVINGLAVATORY PL7 MIRROR 5'-3" frf-4'-0" 1 42" SIGLO ROUND JAPANESE SOAKING TUB PLB 4'-0" SCHLUTER KERDI LINE TILE -OVER LINEAR DRAIN FLOOR MOUNT TUB FILLER PL5 SHOWER CONTROLS PL2 WALL HUNG SHOWER BENCH CAESERSTONE RAIN TILE FLUSH MOUNT OVERHEAD SHOWER PL6 SHOWER HEAD PL3 HAND SHOWER BELOW PL4 FIXED GLASS PANEL, NO CURB 4'-0" SCHLUTER KERDI LINE 4'-0. TILE -OVER LINEAR DRAIN MIRROR NOTES: LAVATORY PL7 'I. PROVIDE ELECTRIC HEAT MATTHROUGHOUT FAUCET PLI BATHROOM PLAN 1/2"= 1'-0" 6 DASHED LINE OF 1/2" PLYWOOD BACKER BOARD FOLLOW TILE MANUFACTURER'S INSTRUCTIONS F SKYLIGHT QEX EXISTING RECESSED LIGHTING O PENDANT FRAME WET LOCATION RECESSED FRAME FRAME THROAT DAYLIGHT WO a SEAT Q RECESSED LIGHTING TO FAN MET 1y • O EXISTING WET LOCATION MATCH EXISTING OZtY.1 EXIW RECESSED LIGHTING �31 CEILING PLAN 4646 Mas 461/2 A3.0 112"z 1'-0" 49112 `----� FIXED, GLASS -------------- - 13.13 PANEL,JJO CUR 48"x48" OPERABLE __/1GLASS DOOR 00 rr VELUX VCE SLOPE TO SKYLIGHT WITH! A_�5 DRAIN �..�Aa BLACKOUTIUV i INTEGRAL SHADE - - -- - _ c L LI 1 Q c 4'-0" SCHLUTER KERDI LINE TILE -OVER LINEAR DRAIN FLOOR MOUNT TUB FILLER PL5 SHOWER CONTROLS PL2 WALL HUNG SHOWER BENCH CAESERSTONE RAIN TILE FLUSH MOUNT OVERHEAD SHOWER PL6 SHOWER HEAD PL3 HAND SHOWER BELOW PL4 FIXED GLASS PANEL, NO CURB 4'-0" SCHLUTER KERDI LINE 4'-0. TILE -OVER LINEAR DRAIN MIRROR NOTES: LAVATORY PL7 'I. PROVIDE ELECTRIC HEAT MATTHROUGHOUT FAUCET PLI BATHROOM PLAN 1/2"= 1'-0" 6 DASHED LINE OF 1/2" PLYWOOD BACKER BOARD FOLLOW TILE MANUFACTURER'S INSTRUCTIONS F SKYLIGHT 46"x46" OPERABLE VELUX VCE SKYLIGHT WITH BLACKOUT/UV INTEGRAL SHADE. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS WOOD CURB FRAMED OPENING AT SKYLIGHT PENETRATION RE: STRUCT EXISTING ROOF JOISTS AND INSULATION HALLWAY FLOOR TILE OVER ELECTRIC HEAT MAT EXISTING 2X10 FLOOR JOISTS — 7-1/4" ML FLOOR JOIST SISTER TO — EXISTING FLOOR JOIST RE: STRUCT HALLWAY SECTION 1/2" = 1'-0" SKYLIGHT INFORMATION 11 MASTER BATHROOM 4'-0" QEX EXISTING RECESSED LIGHTING O PENDANT FRAME WET LOCATION RECESSED FRAME FRAME THROAT DAYLIGHT WO LIGHTING TO MATCH EXISTING APERTURE Q RECESSED LIGHTING TO FAN EXHAUST FAN O EXISTING WET LOCATION MATCH EXISTING WIDTH EXIW RECESSED LIGHTING �31 CEILING PLAN 4646 491/2 461/2 A3.0 112"z 1'-0" 49112 46112 46"x46" OPERABLE VELUX VCE SKYLIGHT WITH BLACKOUT/UV INTEGRAL SHADE. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS WOOD CURB FRAMED OPENING AT SKYLIGHT PENETRATION RE: STRUCT EXISTING ROOF JOISTS AND INSULATION HALLWAY FLOOR TILE OVER ELECTRIC HEAT MAT EXISTING 2X10 FLOOR JOISTS — 7-1/4" ML FLOOR JOIST SISTER TO — EXISTING FLOOR JOIST RE: STRUCT HALLWAY SECTION 1/2" = 1'-0" SKYLIGHT INFORMATION 11 MASTER BATHROOM 4'-0" WATERWORKS Kromagles Installation Guidelines (Partial Document_ Sherlock homes has full specifkind-9 and Inshuclbns an411s) SITE PREPARATION The substrate must be sound, secure and completely level. plumb and square b within 1/8' In 8' to meet Industry tolerance standards. There must be no abrupt Irregularities such as screw or nag head.. Make sure that the substrate Is hes of dun debris, grease pant, sealers and curing compounds. Kromagin must not be laid nest to an open flame (15' minimum dlsWnoe). RE—E YOU BEGIN 1MPGRTANTI Check ma ms bullhit atruclurs 4 —no.. sears, as any movenwnl WI rswk In orso" ax. hu V ttmenedws hoard unlet (CBU.), use ph,— as eu.— lomeatsashawsenna dam Bbckhg Mnsocenwm israaukea wlwn doers aM cw"__.each .wall. This nducw etrws%na wale and ne p-ntlel'or Mad Iles. ConM1m we --ion on common and adjsove wah. Moms aM orange iswrnpbla before senna aisss nes E.ceesNa moewronl and vitswen may owM iM W to M. LAYING, GROUTING 8 CLEANING 1. Always use a crack suppression membrana when using thlnset mortar. 2. Glace Ula Is transparent or semWansparent; therefore it Is Important b use a white adhesive m maims" color Integrity. 3. Ekpnalen fain% must be placed at the padmeter of the Installation and where the abuts another restraining Material such as concrete, stone, ceramic or metal. 4. Th. lonb should not be grouted until 24 hours after Bre tiles have been glued down. 5. A jaunt wldlh of 118 -(One-eighth Inch) Is recommended for al Kromaglas tiles. 6. Any residual adhesive on the Me must be removed Immediately using a damp sponge (dried adhesive Is much more difficult to repave). Note: mechanical sift such as metal scrapers may cause damage to the surface of the We. 7. After grouting, the cleaning water must be changed frequently. as dray water leaves behind a veil of camera, and can lead to clumhd reactions on the W surface. 8. Once the grad has dried, 81s recommended to Polish Me entire surface with a dry. Wm4ree cloth. NEVER use abrasive cleaning agents, rather, only use a soft cloth and. If needed, n alcohol -based glass cleaner. NOTE: FINAL TILE LAYUP, BACKING 1 MATERIALS AND WATERPROOFING MEMBRANES TO BE DETERMINED AFTER DEMOLITION IS COMPLETE �—+— EXISTING WALL TAPER JOIST 1/2" OVER 4'-0" TO PROVIDE SLOPE TO LINEAR DRAIN / CORRIDOR FINISH FLOOR CONCRETE NOTCH JOIST AT TILE-OVER LINEAR DRAIN. CONFIRM DRAIN LOCATION IN FIELD FRAME FRAME THROAT FRAME FRAME THROAT DAYLIGHT SIZE WIDTH APERTURE WIDTH HEIGHT APERTURE HEIGHT AREA' WIDTH HEIGHT (SO. FT.) 4646 491/2 461/2 509/16 49112 46112 509/16 13.13 WATERWORKS Kromagles Installation Guidelines (Partial Document_ Sherlock homes has full specifkind-9 and Inshuclbns an411s) SITE PREPARATION The substrate must be sound, secure and completely level. plumb and square b within 1/8' In 8' to meet Industry tolerance standards. There must be no abrupt Irregularities such as screw or nag head.. Make sure that the substrate Is hes of dun debris, grease pant, sealers and curing compounds. Kromagin must not be laid nest to an open flame (15' minimum dlsWnoe). RE—E YOU BEGIN 1MPGRTANTI Check ma ms bullhit atruclurs 4 —no.. sears, as any movenwnl WI rswk In orso" ax. hu V ttmenedws hoard unlet (CBU.), use ph,— as eu.— lomeatsashawsenna dam Bbckhg Mnsocenwm israaukea wlwn doers aM cw"__.each .wall. This nducw etrws%na wale and ne p-ntlel'or Mad Iles. ConM1m we --ion on common and adjsove wah. Moms aM orange iswrnpbla before senna aisss nes E.ceesNa moewronl and vitswen may owM iM W to M. LAYING, GROUTING 8 CLEANING 1. Always use a crack suppression membrana when using thlnset mortar. 2. Glace Ula Is transparent or semWansparent; therefore it Is Important b use a white adhesive m maims" color Integrity. 3. Ekpnalen fain% must be placed at the padmeter of the Installation and where the abuts another restraining Material such as concrete, stone, ceramic or metal. 4. Th. lonb should not be grouted until 24 hours after Bre tiles have been glued down. 5. A jaunt wldlh of 118 -(One-eighth Inch) Is recommended for al Kromaglas tiles. 6. Any residual adhesive on the Me must be removed Immediately using a damp sponge (dried adhesive Is much more difficult to repave). Note: mechanical sift such as metal scrapers may cause damage to the surface of the We. 7. After grouting, the cleaning water must be changed frequently. as dray water leaves behind a veil of camera, and can lead to clumhd reactions on the W surface. 8. Once the grad has dried, 81s recommended to Polish Me entire surface with a dry. Wm4ree cloth. NEVER use abrasive cleaning agents, rather, only use a soft cloth and. If needed, n alcohol -based glass cleaner. NOTE: FINAL TILE LAYUP, BACKING 1 MATERIALS AND WATERPROOFING MEMBRANES TO BE DETERMINED AFTER DEMOLITION IS COMPLETE �—+— EXISTING WALL TAPER JOIST 1/2" OVER 4'-0" TO PROVIDE SLOPE TO LINEAR DRAIN / CORRIDOR FINISH FLOOR CONCRETE NOTCH JOIST AT TILE-OVER LINEAR DRAIN. CONFIRM DRAIN LOCATION IN FIELD