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HomeMy WebLinkAbout3801 Urban Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Qi03 FIFR Job Address: -3 0 Vf h4>7 !� Permit Number:7/ ❑ No one available for inspection: Time AM/PM Re -Inspection required: les �O When corrections have been made, call for re-inspection at 303-234-5933 Date: q/W4 Inspector: T/1 DO NOT REMOVE THIS NOTICE 1,-0369 N Z5 DENVER, CO 802$1 PHONE 75"242 &S MAY 17, 1991 36o/ C AA wifo li)_� - �- R6 c w x ,� r� 3U 4NL-'t ' 1 t 3 I. •o if _ * i C� 1 c._.1 r 1fF_� C• �+ T In .10 0 -11Y ;t. - In t,• PROVED 4% ;(� %,Ry `�^' %-%-V 1L ga• vg Subject to Field Inspections U 4, Wheat Ridge Building Dept. STREET ADDRESS: 12365 W. 38TH:6VE., WHEATRIDGE, CO. Date -21A 4�v Sued...;.. Chec LEGAL DESCRIPTION: LOT 1, POOLE -MINOR SUBDIVISION COUNTY OF—JEFFERSW--S�-E--0E— COLORAD0 . f'wZon'ngC0mP#8ncebyft etY of Wheat Ridge P r ► �, g la+iaing pitirision • aAPPRQVEL) IMPROVEMENT LOCATION CERTIFICATE: 14ORTGAGE COMPANY: FIRST HANK WESTLAND IY TITLE COMPANY: LAND TITLE (B2986184) BORROWER: SCHAFER, BARRY AND LORI MATE: I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATIO;;QATE WAS PREPARED THE ABOVE, 'WAT IT IS NOT A LAND SURREY PLAT OR SPRO� SUR IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT , GOR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMMS ON THE ABO RIBED PARCEL ON THIS DATE, MAY 17,1991, EXCEPT UTILITY -CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON iliE. DE SCRIBED PREMISES BY IMPROVEMENTS Ohl ANY ADJOINING PREMISES, EXCEPT AS IbMICATED, THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF AIT. EASEMENT CROSSING OR BURDENING r� 3 I. •o if _ * i C� 1 c._.1 r 1fF_� C• �+ T In .10 0 -11Y ;t. - In t,• PROVED 4% ;(� %,Ry `�^' %-%-V 1L ga• vg Subject to Field Inspections U 4, Wheat Ridge Building Dept. STREET ADDRESS: 12365 W. 38TH:6VE., WHEATRIDGE, CO. Date -21A 4�v Sued...;.. Chec LEGAL DESCRIPTION: LOT 1, POOLE -MINOR SUBDIVISION COUNTY OF—JEFFERSW--S�-E--0E— COLORAD0 . f'wZon'ngC0mP#8ncebyft etY of Wheat Ridge P r ► �, g la+iaing pitirision • aAPPRQVEL) IMPROVEMENT LOCATION CERTIFICATE: 14ORTGAGE COMPANY: FIRST HANK WESTLAND IY TITLE COMPANY: LAND TITLE (B2986184) BORROWER: SCHAFER, BARRY AND LORI MATE: I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATIO;;QATE WAS PREPARED THE ABOVE, 'WAT IT IS NOT A LAND SURREY PLAT OR SPRO� SUR IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT , GOR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMMS ON THE ABO RIBED PARCEL ON THIS DATE, MAY 17,1991, EXCEPT UTILITY -CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON iliE. DE SCRIBED PREMISES BY IMPROVEMENTS Ohl ANY ADJOINING PREMISES, EXCEPT AS IbMICATED, THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF AIT. EASEMENT CROSSING OR BURDENING EVALUATION SUBJECT: FIBERGLASS ONE-PIECE SWIMMING POOL SHELLS DIVISION: 13 00 00 -SPECIAL CONSTRUCTION SECTION: 13 1113 -BELOW -GRADE SWIMMING POOLS Report Holder: LEISURE POOLS AND SPAS MANUFACTURING NORTH AMERICA 2901 LEISURE ISLAND WAY KNOXVILLE, TN 37914 Look for the ICC -ES marks of Conformity! ICCICC ICC Qj� 1� PMG LISTED ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes riot specifically addressed. nor are they to be construed as an endorsement of the subject of the ® PREFERRED �� 1/,/�'�Tr1+,��� IMES Evaluation Report ESR -1732 Effective Date: May 2018 This report is subject to re-examination in one year www.icc-es.org 1(800)423-65871(562)699-0543 A Subsidiary of the International Code Council® DIVISION: 13 00 00—SPECIAL CONSTRUCTION Section: 13 11 13—Below-Grade Swimming Pools REPORT HOLDER: LEISURE POOLS AND SPAS MANUFACTURING NORTH AMERICA 2901 LEISURE ISLAND WAY KNOXVILLE, TENNESSEE 37914 (865) 219-2880 www.leisureDoolsusa.com EVALUATION SUBJECT: FIBERGLASS ONE-PIECE SWIMMING POOL SHELLS 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2018, 2015, 2012, 2009 and 2006 International Building Code (IBC) ■ 2018, 2015, 2012, 2009 and 2006 International Residential Code (IRC) ■ 2018 and 2015 International Swimming Pool and Spa Code (ISPSC) ■ 2016, 2013 and 2010 California Building Code (CBC) ■ 2016, 2013 and 2010 California Residential Code® (CRC) ■ 2017 Florida Building Code® (FBC) ■ 2017 Florida Residential Code® (FRC) ■ 2013 Abu Dhabi International Building Code® (ADIBC)1 For evaluation for compliance with codes adopted by Los Angeles Department of Building and Safety (LADBS) see ESR -1732 LABC and LARC Supplement Compliance with the following standards: ■ APSP/ANSI 5-2011, Standard for Residential Inground Swimming Pools ■ AC274, ICC -ES Acceptance Criteria for In -ground, Residential, Fiber -reinforced Plastic Swimming Pools and Permanently Installed Plastic Spas, dated December 2006 (editorially revised July 2017) 2.0 USES The fiberglass pool shells are permanently installed in -ground and are intended for recreational use as swimming pools in residential applications with water circulated through a filter in a closed system. The pools comply with APSP/ANSI-5 as Type O or I pools. 3.0 DESCRIPTION The fiberglass pool shells consist of one-piece fiberglass construction shop -formed over a mold. The material is minimum 5/16 -inch -thick (7.9 mm), fiberglass -reinforced plastic (FRP), composed of vinylester resin and fiberglass roving. The surface finish is a vinylester resin–based gel coat. The overall dimensions, depths and capacities of recognized models are shown in Table 1. Notice: The pool shells are designed to remain full of water at all times. The shell may be damaged if the water level is allowed to drop below the skimmer. When appreciable draw -down is noticed or if it becomes necessary to drain the pool, Leisure Pools or its dealers should be contacted for instructions. 4.0 INSTALLATION The pool shells must be permanently installed in -ground in accordance with this report and the manufacturer's published installation instructions. All plumbing and electrical installations must comply with the applicable codes in effect at the construction site. Subject to the code official's approval, the pool shell may be installed without a soil investigation by a registered design professional, unless any of the following conditions is encountered at the site: 1. The existence of groundwater within the excavation, where the pool floor will contact the soil at the time of installation. 2. The existence of an uncompacted fill in contact with any portion of the pool or spa shell. 3. The existence of any expansive -type soils, unless the pool manufacturer has provided specific instructions regarding expansive soils within their installation instructions. 4. The existence of any soil types with an angle of repose that will not support the walls of the excavation at desired slopes. 5. Danger to adjacent structures posed by the proposed pool location. If any of the above conditions is encountered, excavation must cease immediately. The site conditions must then be Listings are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the listing or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or Elegance 39 E39 39'4" 14'6" 6'2" 15,301 O Europa 23 EUR23 23'3 1/2" 10,101, 4' 11" 9,300 O Europa 27 EUR27 26'7" 10,101, 4' 11" 10,600 O Harmony 16 HAR16 16'5" 9'6" 5'2" 3,573 O Harmony 20 HAR20 19' 8" 9'6" 5'4" 4,559 O Harmony 23 HAR23 23'0" 9' 6" 5' 7" 5,397 O Harmony 26 HAR26 26' 3" 9'6" 5'9" 5,906 O Horizon 23 HOR23 15'9" 23'0" 4' 0" 3,761 O Icon 40 ICO40 40'0" 15'5" 8'0" 20,113 1 Infinity 40 INF40 40'0" 15'6" 8'0" 28,000 1 Limitless 26 LIM26 26'0" 12'6" 5'7 12,000 O Limitless 30 LIM30 30' 0" 12'6" 6' 1/8" 14,500 O Mediterranean 40 MED40 40' 0" 16'0" 8'0" 20,826 1 Moroccan 27 M27 26'11" 13'6" 5'5" 8,972 O Moroccan 31 M30 30' 10" 14'6" 5' 8" 11,854 O Moroccan 34 M34 34'2" 14'6" 5' 11" 13,658 O Moroccan 38 M38 38'5" 14'6" 6'2" 15,777 O Opal N/A TL 10' 5" 7' 10" 12" 425 O Palladium Plunge 16 PA16 16'0" 8'0" 5' 0" 2,742 O Palladium Plunge 20 PA20 20'0" 8'0" 5101, 3,889 O Pinnacle 30 PIN30 30'0" 15'5" 6'0" 11,267 O Pinnacle 35 PIN35 35'0" 15'5" 6'6" 14,356 O Pinnacle 40 PIN40 40'0" 15' S" TO" 17,890 O Reflection 23 REF23 23'0" 12'6" 5' S" 7,418 O Reflection 26 REF26 26'3" 12'6" 5' 8" 8,744 O Reflection 30 REF30 29'7" 12'6" 5' 10" 10,114 0 Reflection 33 REF33 32' 11" 12'6" 6'1" 11,589 O Reflection with Cover Box 23 REFC2326' 0" 13'4" 5' S" 8,068 0 Reflection with Cover Box 26 REFC2629' 3" 13'4" 5' 8" 9,410 0 Reflection with Cover Box 30 REFC3032' 7" 13'4" 5' 10" 10,793 0 Reflection w/ Deck 28 REFD28 27' 10 1'2" 12'5 1/2" 5'5 1/2" 9,900 O Reflection w/ Deck 31 REFD31 31'2" 12'5 1/2" 57 1/2" 11,700 O Rivera 27 RIV26 26'7" 12'4" 5'5" 6,665 O Rivera 30 RIV30 30'3" 13' 11" 5'7" 9,255 O Rivera 34 RIV36 34' 1" 14'6" 5' 10" 11,363 O Courtyard Roman 20 R20 19' 9" 11' 6" 5' 1" 5,122 O Roman 23 R23 23'1" 11' 6" 5'1" 5,586 O Roman 28 R28 28'3" 11' 6" 5'6" 7,332 O Sorrento Spa (Square) SQST 5" 7' 5" 3'2" 567 0 Sorrento Spa (Square - Spillover) SSQ7' 5" 7' 5" 3' 2" 567 0 Sorrentor Spa (Round) SSR 8'0" 8' 0" 2' 10°' 583 0 Sorrento Spa (Round - Spillover) SSS 8' 0" 8'0" 2' 10" 583 0 Supreme 30 SUP30 30-0" 15' 5" 5'11" 17,000 O Supreme 35 SUP35 35'0" 15' 5" 63" 21,000 O Supreme 40 SUP40 40'0" 15' 5" 6'7" 25,000 0 Topaz N/A TLR 10' 5" 6' 10" 12" 456 O Tuscany 23 T23 23'3" 12' 1" 5'0" 5,408 O Tuscany 29 T29 28'6" 14' 1" 5'8" 9,157 0 Ultimate 30 ULT30 30'0" 15' 5" 6'0" 11,346 O Ultimate 35 ULT35 35'0" 15'5" 6'6" 14,438 O Ultimate 40 ULT40 40'0" 165" 7' 0" 17,690 O ror se 1 toot = 3U4.6 mm, 1 inch = 25.4 mm, 1 gallon = 3.785 liters. ICC -ES Evaluation Report ESR -1732 LABC and LARC Supplement Reissued: May 2018 This report is subject to renewal May 2019 wwwAcc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 13 00 00—SPECIAL CONSTRUCTION Section: 13 11 16—Below-Grade Swimming Pools REPORT HOLDER: LEISURE POOLS AND SPAS MANUFACTURING NORTH AMERICA 2901 LEISURE ISLAND WAY KNOXVILLE, TENNESSEE 37914 (865)219-2880 www.leisurepoolsuss.com EVALUATION SUBJECT: LEISURE FIBERGLASS ONE-PIECE SWIMMING POOL AND SPA SHELLS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Leisure Fiberglass One -Piece Swimming Pool and Spa Shells, described in ICC -ES master evaluation report ESR -1732, have also been evaluated for compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety (LADBS). Applicable code editions: ■ 2017 City of Los Angeles Building Code (LABC) ■ 2017 City of Los Angeles Residential Code (LARC) 2.0 CONCLUSIONS The Leisure Fiberglass One -Piece Swimming Pool and Spa Shells, described in Sections 2.0 through 6.0 of the master evaluation report ESR -1732, comply with the LABC Chapter 31B, and the LARC Section R326 and Appendix V, and is subjected to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The Leisure Fiberglass One -Piece Swimming Pool and Spa Shells described in this evaluation report must comply with all of the following conditions: • All applicable sections in the master evaluation report ESR -1732. • The design, installation and inspection are in accordance with additional requirements of the 2017 LABC, as applicable and the Information Bulletin P/BC 2014-014. • The pool must remain full of water at all times. A permanent sign shall be attached to the plumbing equipment to read as follows: Notice: The Pool and Spa shells are designed to remain full of water at all times. The shell may be damaged if the water level is allowed to drop below the skimmer. When appreciable drawdown is noticed or if it becomes necessary to drain the pool, contact Leisure Pools or its dealers for instructions. • Pools shall not be installed in a "Grading Area" if the direction of the bedding planes is such that the water used to puddle the sand fill may lubricate the bedding planes and cause earth movement. A pre -inspection of every pool located in a "Grading Area" shall be made by the grading inspector to verify this condition as well as other potential geologic hazards. ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as • i ne pooi snap not De iocatea wnere it may De surcnargea Dy an existing Duiiamg tooting or otner supenmposea ioaa on the same property or possible future surcharge from an adjacent property. • The structural capacity of the pool wall has been verified by test and shall be assumed capable of supporting either expansive or non -expansive earth banks with the pool empty. • The reinforced concrete pool deck, which shall have a minimum width of four feet, shall be designed by a California licensed civil or structural engineer to take the reaction from the pool wall assuming a triangular load distribution on the wall. The reaction will be dependent on whether the soil is expansive or non -expansive. Where the soil is expansive, the minimum assumed equivalent fluid pressure shall be 45 pounds per cubic foot. Proper consideration shall be provided at construction joints, if any, in the pool deck to assure that reinforcing steel is continuous and that shear reactions are provided for. Proper coverage shall be provided for the reinforcing steel. • Pool lighting fixtures shall be specifically 'listed" for use in plastic pools and shall be supplied by a circuit protected by a ground fault interrupter. • Diving equipment may only be installed on Type I pools and must meet the minimum requirements of, and be installed in accordance with, Section 5.8 of APSP/ANSI-5. • During installation, pool protection fences and gates shall be in place and operable when the depth of water exceeds 18". • The main drain line and its connection to the pool shell are assembled during the fabrication process and no on-site inspection of that line is required other than the pressure test required by the Plumbing Code. • Pools will be supported by at least 6" of puddled sand placed over the excavated area and between the pool wall and the earth bank. • Public swimming pools (i.e. accessory to multi -family dwellings) require approval from County of Los Angeles Department of Health Services prior to issuance of permit for the swimming pool or spa. This supplement expires concurrently with the master report, issued May 2018 r ■ u cc n . . . x . ..9-.Z bo _ 4 -V : 2 ;o ;q : 2 I L .- < :.! U- u o u co co < C7 Tc; 1 building or atrium of a building of any type of construction provided it is at least 20 feet above any floor, balcony or gallery. A noncombustible poly film not exceeding 6 millimeters in thickness shall be permitted to be used as the roof and wall covering for structures defined as Hoop Houses in Section 3102.2, regardless of height. 3109.3 Public swimming pools. Amend to read in its entirety: 3109.3 Public swimming pools. Public swimming pools shall be completely enclosed by a fence at least 60 inches in height or a screen enclosure. Openings in the fence shall not permit the passage of a 4 - inch -diameter sphere. The fence or screen enclosure shall be equipped with self-closing and self -latching gates complying with section 3109.4.1.7 Gates. 3109.4.1 Barrier height and clearances. Amend to read in its entirety: 3109.4.1 Barrier height and clearances. The top of the barrier shall be at least 60 inches above grade measured on the side of the barrier that faces away from the swimming pool. The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches measured on the side of the barrier that faces away from the swimming pool. Where the top of the pool structure is above grade, the barrier is authorized to be at ground level or mounted on top of the pool structure, and the maximum vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches. Only the following appendices are adopted.- Appendix dopted. Appendix E: Supplementary Accessibility Requirements. Appendix E is adopted in its entirety to set forth requirements not otherwise covered in other areas of the code or referenced documents for accessibility requirements. Appendix l: Patio Covers. Appendix I is adopted in its entirety to set forth requirements not otherwise covered in other areas of the code for Patio Covers. APPENDIX G AG105.2 Outdoor swimming pool. An outdoor swimming from the bottom of the gate, the release mechanism pool, including an in -ground, above -ground or on -ground and openings shall comply with the following: pool, not tub or spa, shall be surrounded by a barrier which 8.1. shall comply with the following: :�7 e.0 y evtd o 1. The top of the barrier shall be at leasSinches (1219 mm) above grade measured on the side of the barrier 8.2. which faces away from the swimming pool. The maxi- mum vertical clearance between grade and the bottom of the barrier shall be 2 inches (51 mm) measured on The release mechanism shall be located on the pool side of the gate at least 3 inches (76 mm) below the top of the gate; and The gate and barrier shall have no opening larger than '/Z inch (12.7 mm) within 18 inches (457 mm) of the release mechanism. the side of the barrier which faces away from the 9. Where a wall of a dwelling serves as part of the bar - swimming pool. Where the top of the pool structure is rier, one of the following conditions shall be met: above grade, such as an above -ground pool, the barrier 9.1. may be at ground level, such as the pool structure, or mounted on top of the pool structure. Where the bar- rier is mounted on top of the pool structure, the maxi- mum vertical clearance between the top of the pool 9.2• structure and the bottom of the barrier shall be 4 inches (102 mm). 2. Openings in the barrier shall not allow the passage of a 4 -inch -diameter (102 mm) sphere. 3. Solid barriers which do not have openings, such as a masonry or stone wall, shall not contain indentations or protrusions, except for normal construction toler- ances and tooled masonry joints. 4. Where the barrier is composed of horizontal and verti- cal members, and the distance between the tops of the horizontal members is less than 45 inches (1143 mm), the horizontal members shall be located on the swim- ming pool side of the fence. Spacing between vertical members shall not exceed 13/4 inches (44 nun) in width. Where there are decorative cutouts within verti- cal members, spacing within the cutouts shall not exceed 13/4 inches (44 mm) in width. 5. Where the barrier is composed of horizontal and verti- cal members, and the distance between the tops of the horizontal members is 45 inches (1143 mm) or more, spacing between vertical members shall not exceed 4 inches (102 mm). Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 13/4 inches (44 mm) in width. 6. Maximum mesh size for chain link fences shall be a 2'/4 -inch (57 mm) square, unless the fence has slats fastened at the top or the bottom which reduce the openings to not more than 13/4 inches (44 mm). 7. Where the barrier is composed of diagonal members, such as a lattice fence, the maximum opening formed by the diagonal members shall not be more than 13/4 inches (44 mm). 8. Access gates shall comply with the requirements of Items 1 through 7, and shall be equipped to accommo- date a locking device. Pedestrian access gates shall open outward away from the pool, and shall be self- closing and have a self -latching device. Gates, other than pedestrian access gates, shall have a self -latching device. Where the release mechanism of the self -latch- ing device is located less than 54 inches (1372 nun) The pool shall be equipped with a powered safety cover in compliance with ASTM F 1346; Doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and/or its screen, if present, are opened. The alarm shall be listed and labeled in accor- dance with UL 2017. The deactivation switch(es) shall be located at least 54 inches (1372 mm) above the threshold of the door; or 9.3. Other means of protection, such as self-clos- ing doors with self -latching devices, which are approved by the governing body, shall be acceptable as long as the degree of protection afforded is not less than the protection afforded by Item 9.1 or 9.2 described herein. 10. Where an above -ground pool structure is used as a bar- rier or where the barrier is mounted on top of the pool structure, and the means of access is a ladder or steps: 10.1. The ladder or steps shall be capable of being _ secured, locked or removed to prevent access; or 10.2. The ladder or steps shall be surrounded by a barrier which meets the requirements of Items 1 through 9. When the ladder or steps are secured, locked or removed, any opening cre- ated shall not allow the passage of a 4 -inch - diameter (102 mm) sphere. AG105.3 Indoor swimming pool. Walls surrounding an indoor swimming pool shall comply with Item 9 of Section AG105.2. AG105.4 Prohibited locations. Barriers shall be located to prohibit permanent structures, equipment or similar objects from being used to climb them. AG105.5 Barrier exceptions. Spas or hot tubs with a safety cover which comply with ASTM F 1346 shall be exempt from the provisions of this appendix. SECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS AG106.1 General. Suction outlets shall be designed and installed in accordance with ANSUAPSP-7. 830 2012 INTERNATIONAL RESIDENTIAL CODE® A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 7G>3 f- E, K Job Address: 3,60 i (/ r k?/? 5,7 - Permit ,7`Permit Number: 20/ 96'1 q f 7 144 /)rr ❑ No one available for inspection: Time 1 y AM/PM Re -Inspection required: Ye No f *Whencorre tions ave been made, call for re -inspection at 303-234-5933 Date: -77 Inspector:! DO NOT REMOVE THIS NOTICE - i' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 103 F E Job Address: 390 1 1 ?� Permit Number: ?1013000 ❑ No one available for insp jion:Time ) AM/PM Re -Inspection required: *, No ''Whenhave been made, call for re -inspection at 303-234-5933 Date: correions 1(0) Inspector: M DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 'C? a!- b 1 / C o n d v, 4 Job Address: -73,B O ! S -)- Permit Number: E , ❑ No one available for inspection: Time_;T '*SAM/PM Re -Inspection required: Yes (NQ -'' When corrections have been made, c7 -inspection at 3303-234-5933 Datil: �T - Inspector - DO �--� DO NOT REMOVE THIS NOTICE Am i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 90 Job Address: 3i3ol U f hqf7 S %� Permit Number: 0 ❑ No one available for Jade, ion: Time �` 6,, AM/PM Re -Inspection re uired p q No When corrections ve beeall for re -inspection at 303-234 Date: Inspector: lh7--H 0 NOT REMOVE THIS NOTICE J ❑ No one available for Jade, ion: Time �` 6,, AM/PM Re -Inspection re uired p q No When corrections ve beeall for re -inspection at 303-234 Date: Inspector: lh7--H 0 NOT REMOVE THIS NOTICE iCFTY OF -WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 31�' i�ec lyl e4er_ �) Inspection Type: ��IT-e Job Address: -3'80/ o r- et r, S -f Permit Number: ®? O i 8© l 9 -T- 7 ❑ No one available for inspection: Tim rQM M Re -Inspection required: Yes ( I When corrections have been made, cal for re-' nspection at 303-234-5933 Datet_ Z-5' lnspector: DO NOT REMOV HIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: G Z ❑ No one available for inspection: Tirhe-�_ AM/PM Re -Inspection required:Yes No When ,,correctio ins have been made, call f re -inspection at �"---, Date�`` Inspector: DO NOT REMOTE THIS NOTICE i CITY OF WHEAT RIDGE Gi uil find Anspect'ildn Division (303) 234-5933 Inspection line' { (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (20 u Ca h p l o" Job Address: Zby l Uv'moo► n 'a,� i Permit Number: 2(�D (c,-( v I (�, 2 Ce ❑ No one available for inspection: Time P ;AIVf�PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- -7'23' 0 Inspector: R__ DO NOT REMOVE THIS NOTICE s CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L « : Job Address: ell'l I1f h �.<%7 -51 Permit Number: /u 621 k24,, ❑ No one available for inspection: Time i - - 0-,- ? AM/NA Re -Inspection required: Yes i No When corrections have been made, call for re -inspection at 303-234-5933 Date: ? ' ("� ` 4 Inspector:,. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE . Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a O ) - q If c C a � %,e �Cof�dv, Job Address: 3$ o J o 6- �,�,,, S 4 - Permit Number: 2 v/ g O) q S'7 ❑ No one available for inspection: Ti AM/PM Re -Inspection required: Yeses When corrections have been made, call for re-id"ecfldn at303=234- 433-- -_ i DInspectors. i CITY OF WHEAT RIDGE'"� ��P�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L) ujG ,) P L o A b JobAddress: Permit Number: ❑ No one available for inspection: Time ')iC AM/ M Re -Inspection required/Yes No When corrections have b�ewtn d , call for re -inspection at 303-234-5933 Date:_i - i -� - I �i Inspector: R7 DO NOT REMOVE THIS NOTICE 0 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Swimming Pool PERMIT - 201801826 201801826 3801 Urban ST Install a new fiberglass gallons,300K BTUs, 462.5 ISSUED: EXPIRES: swimming pool and patio; sq ft; Patio = 533 sq ft 07/11/2018 07/11/2019 Pool = 11,346 *** CONTACTS *** OWNER (303)916-3423 SCHAFER BARRY W & LAURIE SUB (303)466-4206 Greg Fanger & Kevin Fanger 017986 The Gas Connection SUB (303)682-0066 Joyce Ward, Matt Ward, Mark W 180205 Ward Electric Company, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 525.00 Permit Fee 442.05 ** TOTAL ** 1,254.38 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. Consultations and inspections will only be performed with the homeowner of record present. Barrier must be placed prior to final inspection. ® City of Wheat Ridge Residential Swimming Pool PERMIT - 201801826 PERMIT NO: 201801826 ISSUED: 07/11/2018 JOB ADDRESS: 3801 Urban ST EXPIRES: 07/11/2019 JOB DESCRIPTION: Install a new fiberglass swimming pool and patio; Pool = 11,346 gallons,300K BTUs, 462.5 sq ft; Patio = 533 sq ft 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CON,7ACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services T ,:.. _ granting of a rmit shall not be construed to be a permit for, or an approval of, an violation of any provision of any or y ordin a or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. - City of Wheat Pj,dge -OMMUNITy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 43 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(aD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: bl � Plan/Permit # )k ISO/ N4 Plan Review Fee: �033 Swimming Pool Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �st Property Owner (please print): ,EPrl`\j Phone: -q 3` � Property Owner Email: Mailing Address: (if different than property address) Address:I City, State, Zip:�� p�� �r� wcbs�:'- Architect/Enaineer: S.E 6OSk.� k km\ Architect/Engineer E-mail: ,14,n -VS . C.f hone: H �UTA 46' o Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: U.fw� 0"all\ W.R. City License # 66'A0 6'A0 Other City Licensed Sub: City License # Phone: 3 Plumbing: —V'V..,�,{' W.R. City License # 0/ q9 Sip Other City Licensed Sub: City License # Mechanical: W.R. City License # k1kkG A01361977 oC/Z/L Complete all information on BOTH sides of this form Description of work: (Please fill out attached sheet regarding checklist information.) kNEW SWIMMING POOL ❑ REPAIR OF EXISTING POOL Please list details of work: Sq. Ft./LF '4901 `i 07, TBtu's ;G Gallons Amps Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONA<. (OWNER) (4ONTRACTOR) or (AUTHORIZED REPRESENTATIVE) Of (OWNER) (CONTRACTOR) PRINT NAME:' SIGNATURE: DEPARTMENT USE ONLY ZONING COMMMENTS: 1VA. Reviewer: BUILDING 17EPARTMENT COMM S: Reviewer: J f PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DATE: Ca 2-s l OCCUPANCY CLASSIFICATION: R5 TYPE OF CONSTRUCTION: 61 — SPRINKLERED: OCCUPANTLOAD: Building Division Valuation: Swimming Pools, Spas and Hot Tubs Checklist PZ0)!ICS Complete The Information Below That Applies to Your Project: Swimming Pool Detail Pool Dimensions/Size (sf, diameter, etc.): gkal•-� _ V5 Is `-36 Type of Pool (ie: gunite, fiberglass, vinyl, etc.): PrGk�� Unheated Heated: Type of EQ: t4xt BTU/Ton: .?1 N_Cxnc-> Electric or atural Gas Liquid Propane Gas: Existing Tank or New Tank Yes N/A Required Submittals 1. Swimming Pool Application for Construction and this Checklist. 2. Site plan, pool location and distance to structures, property lines, right-of-way, and occupancy classification of ALL buildings on parcel (ie: house, garage, etc.) 3. Pool barrier shown on site plan including; fencing, gates/doors (include direction of swing), windows, alarms, locks, etc. as applicable in Appendix G. 4. Floodplain, critical area (pond, stream, creek, irrigation, etc.) must be shown on site plan. S. Electrical One -Line drawings if new electrical is being installed. — 'z," ( 6. Appendix G; Section AG105 Barrier Requirements — 9.2 Doors with direct access to the pool through that wall shall be equipped with an alarm which produces an audible warning when the door and/or its screen, if present, are opened. The alarm shall be listed and labeled in accordance with UL 2017. The deactivation switch(es) shall be located at least 54 inches (1372 mm) above the threshold of the door. — f Accuracy of the submittal package, including this checklist, is the responsibility of the applicant. Printed Name Signature it -LS (k Date '6 , City of W heat M COMidge MUNITY DEVELOPMENT Building & Inspection Services Division • 7500 W. 291" Ave., • Wheat Ridge, CO 80033 • Office: 303-235-2855 9 Fax: 303-237-8929 S Are there outlets? 10 Fut►y BLIbmerged suction otelet(s) titrated in tnF firior •�.--' Mus E noon FINISH � ort the Null, or any ski-orr►er equalrtet A,yVz-, ir ,es YES +J What is the Maximum "How Yet is the Mayimurtt ; Combined gpm of the System gpsn of die,.many pumpsmulti-pump system? � / sing a ping systern*) does the oitlet (_)(_)+(_J-(,� `+ (..I gem ,s ` ' �(d_ o the outlets),; gvrn NOME �MUITtI�LE See Inelrrrrxons or► feverse page " _. serve? -.'� ockrde ALL + `, ,, NOTE lpumps Set Instructions an reverse page. + Are tit ere multiple outlets) NO Ane all outlets unblockable, in accordance with n� xYES 3 ASME.A112,19.8-2408x, per VBG 2008 requirements Are all oufttr, c+ertrfied in or certified by a Registered Desiqn Professional (RDP; Q NO socordance wt�th VGB 2908 --------------- -------------------------------_-_ _ . - - -- �-~� NO ,s YES Does each dual outlet s�sttern I have a cover watt, a low at+in>a Suction Entrapment Hazero' eque to, or grey -w than. lite L NO Vaxirt .unr SylAt'rn GPM? Sf�e &r=ritan +� R' tF )LYES v Have you recorded the End -of -Iiia ACTION REQUIRED date for eft cover based on the This system requires VGB 2408-oompliant mstaflation date- and marked life-' NO suction outlet fittings Unblockable outlets nay be YES certif.ed by a Registered Design Professional (ROP) No as har+lr� rouersrgrales, surrps. and fastening syste*Trs Is eadt owner witllt+irs the in accordance wizl ASME Al 12 1S 6-2007 Section 2 31 VGB 2we semwe bile? YES i Manufa:n1vired produr t requirP.d to by testpo and listed r— per VGB 2008 requirements. L_ NO Is each "+'er undarEd' r Each replacement cover must have a flow rating equal to YES ; or greater than the Max!rnum Syslerr GPM r5ee Section 4.6') or t,e Maximum System GPM may be perrrmaaventiy reduced If. each GO'✓Q' adequately Eecured NO below the cover flow, rating by replacing pump or permanently to a sump1hitingianchors for wnzl ; restricting the pump discharge flow. provided the maximum the ttyve+ R$ Cdrtafied in accordame Wmover time is not exceeded vvith VGB 2008 or by a Ragistered E----- ,- Design Professional? YES is 1ty: sump a Field Fabrk*ed SUMP YES Is area Field Fattricaterd Sump compatible Wit+ the C&M n�nrdafuufpr'+<. inse-LKAions. tn"trtq btA nDt linitted to 1 Clearance betwtrer the pie and unidef rode of rovef(s 2 Clearance betweer edge of frame and the Whom of tete s lv? Nn t ---1 X YES N NO. or Unknown >4 - ----,,4 YES Are there tm or more outlets for each pump? f WARNING! Covers are not oornpabble with all sumpWflttl-Igs Repla4.e with ;xympatible cove,, an(Vor crecte compliant sun,,p per cover nlanufac'mer s ►nshictions 18 all secft*m nt.mtwwr, refer In ANSIIAPSP 7 ?thief •L H-Series IVE HIGH-PERFORMANCE CUPRO • Spa Gas HeatersNICKEL HEAT EXCHANGER IN ALL MODELS 11 G : \ cr ■ \z}\� - -� ( 251 ( / 2 _\ \}}: 2» I - _7 In , _ � } � \\� - :.....: m ! pAR3 SELECTING THE CORRECT SIZE UNIVERSAL H -SERIES HEATER 1. Determine your pool's surface area in square feet: A B L R W L AREA= (A+B1xLx.45 AREA= R x R x 3.14 AREA =LxW 2. Select the model that corresponds with a surface area that is equal to, orjust greater than, your pool's surface area. For indoor pool installations, divide the pool's surface area by 3. MODEL` H500 I H400 H350 i H300 i H250 H2O0 H150 1 1 l I SURFACE 1,500 i 1,200 i 1,050 I 900 j 750 600 ( 450 AREAl 1. Determine your spa capacity in gallons (surface area x average depth x 7.51. 2. In the table below, locate the column with the spa/tub size in gallons that is closest to yours. 3. Select the desired time to raise the spa/hot tub temperature 30°F, read to the left and select the appropriate Universal H -Series model. j SPA/TUB SIZE IN GALLONS" j 200 300 1 400 1 500 1 600 1 700 1 800 1900 1,000 MODEL Time in Minutes to Raise Spa/Tub Temperature 30"F*** H500 I 7 ill . 14 18 22 1 25 29 32 35 H350 j 10 j 16 j 21 j 26 1 31 36 j 41 j 46 1 52 H300 12 18 24 30 36 1 42 48 54 60 H250 j 15 j 22 129 136 43 { 51 58 65 72 H2O0 18 27 36 45 54 63 '172 81 90 H150 1 24 1 36 1 48 1 60 1 72 1 84 1 96 1 108 1 120 SPECIFICATIONS AND DIMENSIONS H500FD ( H400FDi H350FO H300FO H250FO H2O0FD I I H150FD BTU/hr 500,000 399,900 350,000 300,000 250,000 199,900 150,000 Thermal efficiency 83% 84% 83% 82.7% 83% 83% 82.7% Width (inches) 41" 36" 33" 130" 28" 1 25" 21" Depth (inchesl 1291/2" 291/2" 291/2" 291/2" 291/2" 291/2" 1 291/2" Height (inches) 24" 24" 24" 24" 24" 24" 24" Water connections 2" x 21/2' 2" x 21/2" 2" x 21/2' 2" x 21/2' 2" x 21/2" 12 x 21/2 2" x 21/2" Heatexchanger Cupro Nickel Cupro Nickel Cupro Nickel Cupro Nickel Cupro Nickel Cupro Nickel Cupro Nickel Indoor vent pipe diameter (inches) natural gas 6" b" I 8" I B" 14" 6" ! 6" I Indoor vent pipe diameter (inches) propane gas 8" 8" 1 8" 18" 6" 6" 6" Heater weight fibs) 223 160 158 145 134 123 110 Gas connection at heater 1" 3/c" 3/`' 3/Q' 13/Q' 3/6" 3A -- H -Series heaters are available in a comprehensive range of BTU sizes for natural or propane gas. Alt units are certified by the Canadian Standards Association and carry the exclusive Hayward' warranty. *Model recommendation is based on a 30°F temperature rise, 31/2 mph average wind velocity and elevation of up to 2,000 feet above sea level. **Heat lost and/or absorbed by spa walls or other objects will add to the time it takes the spa to heat up. ***Based on an insulated and covered spa. >> hayward.com » 1-888-HAYWARD�QO �AlIns .................................................................................................................................................................................................................................................................................................................................................................... Pumps >> Filters >> Heaters r Cleaners >> Sanitization >> Automation >> Lighting >> Water Features » ""AW4 ................................................................................................................................................................................................................................................................................................................................................................... not own] and Aqua Rite are registered trademarks s Hayward Industries, Inc. © not i Hayward Industries, Inc. Alt other trademarks �� ® not owned by Hayward are the property of their respective owners. Hayward is not in any way affiliated with or endorsed by those third parties. __. LITUHS17 ZI 1 ZODIAC VL 3" COVER o POOLS® 9060 IYA 6 3601 whin Sf General Information for Installing an Automatic Pool Cover (Save -T°3 or AutosaveTM Spa Cover) This is a general guide on factors to consider for the installation of a Save -T 3 automatic cover system or Autosave spa cover. Detailed installation instructions are available. AWARNING FOR YOUR SAFETY—This product must be installed and serviced by a contractor who is licensed and qualified in pool equipment by the jurisdiction in which the product will be installed where such state or local requirements exists. In the event no such state or local requirement exists, the installer or maintainer must be a professional with sufficient experience in pool equipment installation and maintenance so that all of the instructions in this manual can be followed exactly. Before installing this product, read and follow all warning notices and instructions that accompany this product. Failure to follow warning notices and instructions may result in property damage, personal injury, or loss of life. Improper installation and/or operation will void the warranty. Cover -Pools Incorporated 66 East 3335 South Salt Lake City, UT 84115 800.447.2838 801.484.2724 www.coverpoots.com Cover -Pools Incorporated is a wholly owned subsidiary of Zodi oot Systems, Inc. ZODIAC@ is a registered trademark of Zodiac International, S.A.S.U., u under license. All other trademarks used herein are the property of t eir resrU%owners. 02015 Cover -Pb ncorpoWed 8Re1-0024 0 COVER O POOLS® Table of Contents TRACKOPTIONS......................................................................................................................4 EXCAVATION AND PLUMBING..................................................................................................6 Recessed Mechanism —UndersideTm Track or Track Channel ......................................... 6 Recessed Mechanism—Universal, SnapTopTM, or Flush Track ........................................ 7 ELECTRICAL............................................................................................................................ 8 Keyed Motor Control (Standard Equipment).................................................................... 8 HydraulicPower System................................................................................................... 8 Auto -Shutoff with Amp Limiter and Accessory Board ..................................................... 9 Auto -Shutoff with Amp Limiter/Accessory Board/Wireless........................................... 9 MECHANISMHOUSING........................................................................................................... 10 Recessed Concrete, Wood, or UPB Box—UndersideTm Track ........................................ 10 Recessed Concrete, Wood, or UPB Box—Autosave OPTION 1: Conduit comes from back of box....................................................................11 Recessed Concrete, Wood, or UPB Box—Autosave OPTION 2: Conduit comes from side of box................................................................... 12 Recessed Concrete, Wood, or UPB Box—Universal or SnapTopTm Track ....................... 13 Recessed Wood Box Construction.................................................................................. 13 Deck -Mounted Bench Construction............................................................................... 13 COPINGAND DECK................................................................................................................ 14 Gunite Layout— UndersideTM track.................................................................................. 14 Coping or Deck Requirements—Underside track .......................................................... 14 Coping or Deck Requirements—Underside track (cont.) ............................................... 15 TileBeam—Underside track.......................................................................................... 15 RECESSEDBOX COVER.......................................................................................................... 16 Brackets.......................................................................................................................... 16 VanishingLidT" System.................................................................................................... 16 Bezel- lids....................................................................................................................... 16 SPECIFICATIONS.................................................................................................................... 17 COVER SIZING AND PRICING .................................................................................................. 18 CostConsiderations........................................................................................................ 19 City of Wheat Ridge Building Division 3 All diagrams are for general information. Consult installation instructions for details. v TRACK OPTIONS Based on the pool design, choose the appropriate track style and any options. actual size Track Channel • For concrete and fiberglass pools • Raised -wall applications • Track channel allows for custom cantilever profiles • Foam or wood forms can be incorporated for deck profiles Track Channel Inverted Mount • For any deck surface, such as flagstone, slate or tile, that does not meet basic undertrack mounting conditions (surfaces less than 2" thick or softer materials) Vinyl -Liner Pool Coping Undertrack System • For vinyl -Liner pools • 90°, 45°, b" and 24" corners available • Tracks locked in place by shims • Standard or bullnose coping options Underside- Track • Mounted under deck coping • Anodized aluminum • Easier installation and replacement of rope Deck Material Deck Straps • For porous coping, brick, flagstone, and materials Less than 2" thick • Mounted every 2' of track • For deck -on -deck pools Form D Reusable Coping Form • For concrete, fiberglass and vinyl -liner pools 31/2" • Eliminates the need for 1/4" foam or wood forms • Extruded aluminum J. Form B 2 3/4.. Standard 4'/2" Bullnose Vinyl -Liner Pool Track Channel • Track channel allows for custom cantilever profiles • Foam or wood forms can be incorporatedfo deck profiles • Can be used with Cover -Pools Reu& Coping Form All diagrams are for general information. Consult installation instructions for details. 4" Form A 1 - 2-13/16"� �— 1-1/2" - Universal Deck -Mounted Track • For existing decks • Low profile • Installed on surface of the deck • Anodized aluminum Special Construction Applications Deck -on -Deck Pools Create a rectangular frame around the free -form pool foi an undertrack installation wi track channel. track channel or deck straps COVER v POOLS® 111s^ 2-13/16"� M Flush Track - NEW • For new or existing pools • Installed flush with deck • Vinyl -liner, fiberglass or concrete pools • Anodized aluminum Recommended for Indoor use only Extreme Cantilever Create a freeform pool by ex- tending the cantilever up to 24" beyond the channel or track. track channel or —� deck straps SnapTopTm Track • For existing decks • Low profile • Installed on the deck surface • Anodized aluminum • Uses gliders or wheels • Screws are concealed • Standard Universal track also available • Smaller SlimT" track available for Step-SaverTM systems Universal track for spas and Step -Saver Vanishing -Edge Pools Create a 45° or 90° vanishing edge 45° 900 0 Perimeter Overflow Create a pool for which water height appears even with the deck. A narrow channel collects the overflow water and allows for the glider arms. t o o� .6qP All exposed aluminum extrusions car4M$ainted toMatch deck color. Olv�s'o 2 All diagrams are for general information. Consult installation instructions for details. 3 EXCAVATION AND PLUMBING Consider any special requirements for excavation and plumbing. Recessed Mechanism—UndersideTm Track or Track Channel 1. The tracks (and rectangular pools) must be a true rectangle. The tracks must be perpendicular to the unit mechanism and recessed housing (90°). 2. Over -dig the recessed cover box end of the pool 18" beyond the forms. Do not install plumbing within 14" of the deck in the housing area. 3. The motor can be on either end of the cover box. 4. Do not locate skimmers in the lowered pool wall. 5. All corners must be square (no radius) on the finished the line or the coping. 6. Place 3" drain in floor or wall of recessed housing. Pool must be square: \ / AB=CD \ / AD=CB \ / no radius corners at pool wall or coping motor side / \ opposite side / \ Track squared to box / \ or mechanism E GE=6' / \ .; GF = 8' FE = 10' lowered pool wall �... _. 7f motor side F -G 18" 36" —►I h It16" it excavation Y shaded area=excavation excavation from waterline from waterline 0IN 0% %VXlept R�d90 All diagrams are for general information. Consult installation instructions for details. COVER40POOLS® Recessed Mechanism—Universal, SnapTopTM, or Flush Track The requirements of a recessed mechanism with a deck -mounted track are the same as the undertrack on the previous page. Universal track may be mounted at the pool edge. Flush track must be set back b" from the pool edge. Tracks must be square: AB=CD AD=CB m U Q 2 H Z W J Y U Q lr F- t2' beyond pool C TRACK DIAGONALS: AD=BC TRACK SPACE: AB=CD 1,3minimum setback 18.non-motor side 1�f---►1 .; .` shaded area=excavation Do not ,o -% locate track on top of a skimmer lid. Track squared to box E or mechanism GE=6' GF=8' FE= lu , D n itor side of 36" When{ Rid9® Bupdin9 pivision 4 All diagrams are for general information. Consult installation instructions for details. rN ELECTRICAL Choose electric or hydraulic power and controlling devices. WARNINGI These are minimum recommendations only. All local and federal codes of standard safe practices must be followed. Refer to the prewiring instructions for detailed instructions and additional mounting options. Electric Motor w/ Keyswitch (Standard Equipment) 3/4 hp Motor with Slip Clutch All switches must be mounted in full view of Key Switch 120V the cover operation. �� Pool Cover Housing Hydraulic Power System (Optional) 14 AWG under 50ft 12 AWG over 50ft Conduit to 120 VAC 15 AMP dedicated G.F.C.I (Hot, Neutral, Ground) 14 AWG under 50ft 12 AWG over 50ft GFCl cated IConduit with three different colored wires and one around. (Neutral, Dir 1, Dir 2, Ground) 36" of waterproof flex conduit with 1/2" NPT watertight connector 14 AWG Min. Wire extended 8" past conduit end. COVER HOUSING HYDRAULIC MOTOR END All switches/control pads must be mounted in full view of the cover operation. Conduit to HYD pump J -box with 2 identified wires and 1 ground HYD PUMP UNIT Option 1: Option 2: ted" GF over 80' Key Ke Switch KOSA CoverLink I Wired Control POOL Conduit With (3) I I Conduit with (4) 12 AWG (min) I Identified Wires L — OR — — 18 AWG (min) Identified Wires plus one groundI for CoverLink Wired Control COVER HOUSING HYDRAULIC MOTOR END All switches/control pads must be mounted in full view of the cover operation. Conduit to HYD pump J -box with 2 identified wires and 1 ground HYD PUMP UNIT CONDUIT FOR HYDRAULIC HOSE 3" poly or PVC pipe from WITH SWEEPING BENDS housing to powerunit. NO SHARP BENDS! 5 All diagrams are for general information. Consult installation instructions for details. hydraulic motor Hydraulic motors must be mounted above ground level. �,\hl of why$ Rgd90 �dt1d��`9 D�`j151ofl two 1/2" hoses LARGE SWEEPING BENDS over 80' f CONDUIT FOR HYDRAULIC HOSE 3" poly or PVC pipe from WITH SWEEPING BENDS housing to powerunit. NO SHARP BENDS! 5 All diagrams are for general information. Consult installation instructions for details. hydraulic motor Hydraulic motors must be mounted above ground level. �,\hl of why$ Rgd90 �dt1d��`9 D�`j151ofl COVER v POOLS® Auto -Shutoff with Optional Accessory Board/AquaLink® 3/4 hp Motor or Hydraulic Motor Option 1: Auto -shutoff mounted outside housing. Option 2: Option 1: Ke Switch Sv CoverLink Wired Control Y Conduit with (3) 1 18 AWG Identified I Wires for Low Voltage Key Switch 1 Conduit with (4) 18 AWG (min) I Identified Wires for CoverLink L — — — OR — — — _ _I Wired Control #8 Bonding Wire Both Ends POOL COVER HOUSING MOTOR JACCI Optional Accessory Board or AquaLink Auto -Shutoff with Accessory Board/ AquaLink° and Wireless (Optional) -- 3/4 hp Motor or Hydraulic Motor POOL COVER HOUSING [ AS ~ CoverLink Wireless Control Pad s 0 a w U w p ACC All switches/control pads must be mounted in full view of the cover operation. Hydraulic 1-1/2 hp motor W Hydraulic motors must be mounted above ground Level. electric 3/4 hp motor All control pads must be mounted in full view of the cover operation. Install the accessory board in or by the equipment room or equipment pad, away from the cover housing. o Optional Accessory Board or AquaLink J . Conduit with (4) 18 AWG Wires I Install acc board away from cover housil u� ✓Receiver in or by equipment room or equipment p Dedicated 14 AWG under 50ft GFCI #8 Bonding Wire Auto -shutoff 12 AWG over 50ft (Both Sides) Ante na Conduit for Main Power with (3) 14 AWG Identified Wires (Hot, Neutral, Ground) 36" of Waterproof Flex Conduit with 1/2" NPT Watertight Connector for 14 Awg Wire Extended 8" Past Conduit End All diagrams are for general information. Consult installation instructions for details. Hydraulic motors must be mounted above ground level. 0" of electric 3/4 hp mstor *�Qot gtd9 $ut\dtn9 Divds`of% 6 Conduitwith (4) 18 AWG Wires Conduit with (4) 14 AWG Wires For Power and (3) AS Install auto -shutoff away from cover housing 18 Awg for Sensors in or by equipment room or equipment pad 14 AWG under 50ft 12 AWG over 50ft Dedicated J -box GFCI 36" of Waterproof Flex Conduit Conduit for Main Power with (3) with 1/2"NPT Water Tight 14A Identrrie res Connector, Extend (4) 14 AWG (Hot, Neutral, Ground) Wires 8" Past Conduit End Auto -Shutoff with Accessory Board/ AquaLink° and Wireless (Optional) -- 3/4 hp Motor or Hydraulic Motor POOL COVER HOUSING [ AS ~ CoverLink Wireless Control Pad s 0 a w U w p ACC All switches/control pads must be mounted in full view of the cover operation. Hydraulic 1-1/2 hp motor W Hydraulic motors must be mounted above ground Level. electric 3/4 hp motor All control pads must be mounted in full view of the cover operation. Install the accessory board in or by the equipment room or equipment pad, away from the cover housing. o Optional Accessory Board or AquaLink J . Conduit with (4) 18 AWG Wires I Install acc board away from cover housil u� ✓Receiver in or by equipment room or equipment p Dedicated 14 AWG under 50ft GFCI #8 Bonding Wire Auto -shutoff 12 AWG over 50ft (Both Sides) Ante na Conduit for Main Power with (3) 14 AWG Identified Wires (Hot, Neutral, Ground) 36" of Waterproof Flex Conduit with 1/2" NPT Watertight Connector for 14 Awg Wire Extended 8" Past Conduit End All diagrams are for general information. Consult installation instructions for details. Hydraulic motors must be mounted above ground level. 0" of electric 3/4 hp mstor *�Qot gtd9 $ut\dtn9 Divds`of% 6 7 MECHANISM HOUSING Choose a recessed mechanism (concrete or wood box) or deck -mounted mechanism. Systems include a lid assembly, bench frame assembly or fiberglass ends. Recessed Concrete, Wood, or UPB Box—UndersideTm Track conduit must be on the motor end conduit should not protrude more than 4" into box conduit 6" max from top of box F POOL pool beam wall B T U bond wire V "". bond wire drain centerline 4" W max from end wall 3" drain - floor or wall wall cut away for can be on either end Y clarity Consult a certified electrician and the pre -wiring diagrams for conduit and bonding requirements Underside Track MOTOR OPPOSITE BEAM THROAT DEPTH WIDTH Box Dimensions for Save-TO3 M O B T 0 W Pools under 32" 10" 8-12" 2" min to 12-1/2" 12-1/2" 55 ft. long x 24 ft. wide finished beam min min UPB BOX Pools up to 32" 10" 8-12" 2" min to 13" 13" 55 ft. long finished beam Pools over 32" 10" 8-12" 2" min to 141/2" 141/2' 55 ft. long x 24 ft. wide finished beam Pools over 65 ft. long or 25 ft. wide and vanishing -edge pools — Call Cover -Pools 1-800-447-2838 Box Side View—Underside Track i lid All diagrams are for general information. Consult installation instructions for details. COVER40POOLS0 Recessed Concrete, Wood, or UPB Box—Autosave OPTION 1: Conduit comes from back of box. Consult a certified electrician and the pre -wiring diagrams for conduit and bonding requirements. Underside Track Box Dimensions For AutosaveTM Up to 13' or 200 square feet Motor M Opposite O Beam B Throat T Depth D Width W Motor Behind 9" min 9" min 10" min 1" to Finished Beam 9"min 12-1/2" min w/ Auto -Shutoff 14-1/2" min 9" min 10" min 1" to Finished Beam 9"min 12-1/2" min Motor Below 12-1/2" min 9" min 10" min 1" to Finished Beam 9"min 12-1/2" min w/ Auto -Shutoff 12-1/2" min 9" min 10" min 1" to Finished Beam 9"min 14-1/2" min Side View b o e O 0 oA rQ _°_< o °8-112. o ;MTR 0 ondu t ° o +:_ . oO-12" o 0 ° b oMotor Behind ; o, Note: To avoid interference, run the conduit from the center of the box using flex conduit with 1/2" water tight connector. City of Wheot Ridge Building Division 8 All diagrams are for general information. Consult installation instructions for details. 9 Recessed Concrete, Wood, or UPB Box—Autosave OPTION 2: Conduit comes from side of box. conduit must be as close to rear wall as possible for mechanism clearance. conduit should not/ protrude more than 4" into box ey t 4 pool beam wall B 3" drain can be on either end T ----- W I drain centerline 4" t recessed box wall t max from end wall cut away for clarity bond wire to bonding grid (route so that cover will not rub or catch or interfere with mechanism) Consult a certified electrician and the pre -wiring diagrams for conduit and bonding requirements. Underside Track Box Dimensions For AutosaveTM Up to 13' or 200 square feet Motor Opposite M O Beam Throat B T Depth D Width W Motor Behind 9" min 9" min 10" min 1" to Finished Beam 9"min 12-1/2" min w/ Auto -Shutoff 14-1/2" min 9" min 10" min 1" to Finished Beam 9"min 12-1/2" min Motor Below 12-1/2" min 9" min 10" min 1" to Finished Beam 9"min 12-1/2" min w/ Auto -Shutoff 12-1/2" min 9" min 10" min 1" to Finished Beam 9"min 14-1/2" min Side View All diagrams are for general information. Consult installation instructions for details. c a s o n to b 00 ° V .O O o '.o.o. °8-1/2" oMTR o. �: ° o a o ooc o o - p : o moo. �. 0 2'. o.o.o c 12" o .. o o. C? 0 �:. o MTR? Conduit62 o. Motor Behind All diagrams are for general information. Consult installation instructions for details. c a s o n to ° V 03 O. a o ooc o. p �. 0 2'. o.o.o c O �:. MTR? Conduit �. 0 z o o1o`Motor Below All diagrams are for general information. Consult installation instructions for details. c a s o n to COV E R v POOLSa Recessed Concrete, Wood, or UPB Box—Universal or SnapTopTM Track conduit must be on the POOL motor end conduit should not Protrude more than 4" into box conduit 6" max pool beam wall %B from top of box Consult a certified M D electrician and the bondwre _ pre -wiring diagrams for drain centerline 4" bond wire max from end wall w conduit and bonding requirements. 3" drain e al'Nan cut away for clarity Deck Mount Track Box Dimensions for Save-TO3 MOTOR M OPPOSITE BEAM 0 B THROAT T DEPTH WIDTH D W Pools under 55 ft. long x 24 ft. wide 32" 10" 8-12" 2" min to finished beam 121/2' min 121/2" min UPB BOX Pools up to 55 ft. long 32" 10" 8-12" 2" min to finished beam 13" 13" Pools over 55 ft. long x 24 ft. wide 32" 10" 8-12" 2" min to finished beam 141/2-- 41/2"Pools Poolsover 65 ft. long or 25 ft. wide and vanishing -edge pools — Call Cover -Pools 1-800-447-2838 Recessed Wood Box Construction Ll side view 12 Requirements: 36 —1--24„112” The material used to construct the box should be: side tops i2%" 2" x 12" pressure -treated lumber or redwood view v i Upper trim: 2" x 4" pressure -treated lumber or redwood Deck -Mounted Bench Construction Everlasf" Bench Kit Modular bench kit uses adjustable - height brackets and polymer panels to create a low -maintenance bench system. 10 t6'/." to rk; 17%" Available in 4 colors Deck -Mounted Fiberglass Ends F14Y2" side view Bench Frame Also available with �- stainless-steel base. Three-piece adjustable steel brackets provide a maximum height of 20" by 24" wide. Surface material is not included. Fiberglass ends are an economical ancj0 roller tube practical solution to cover the deck-' nteV mechanism. Available in white. �44` 0 �r 10 All diagrams are for general information. Consult installation instructions for details. �J .Rt PING AND DECK Consider the requirements for coping and deck installation. Gunite Layout—UndersideTM track cover box side wall 21/2" lower bond I beam At the recessed box end, the pool wall (bond beam) must be shot 2'/2' (2" finished with tile) lower than the side walls. top of side wall \ 21/2' lower than side wall Any interior wall, such as for spas, also must be gunited The top inside pool corners (above the waterline) 21/2' (2" finished with tile) lower than the side walls. must be square, not radius. Coping or Deck Requirements—Underside track iD --------------------------------------- 3" cantilever no radius corners 2" cantilever sidewalls sf ►; lowered pool wall motor • All corners of the coping must be square • Minimum 2" cantilever from the on side walls • Minimum 3" cantilever from tile on end wall opposite the mechanism All diagrams are for general information. Consult installation instructions for details. city of wheof Ridge Building Division COVER v POOLS® Coping or Deck Requirements—Underside track (cont.) Opening for the track must be 21/2" at box (2" finished with tile), sloping to 3" inside pool 2" cantilever box minimum 12 'W wide x 12 MV deep NOTE: The track must be mounted on the flat bottom of the coping. The coping measurement is NOT the track space. Coping must not extend more than 1/2" past the edge of the track. D�C.KING. _ 2" min o.. O p 0. o. '..o 0 0 0 . Q O O . O n. POOL WALL 2" min Oo o R3 c > from file o'o o'o OrTrRACK SPACE ooQo�Q Tile Beam—Underside track The lowered pool wall is finished with a tile surface. For the lowered wall edge, use a rounded tile on the front and back edges to minimize scraping on the cover. DECK 2' in. Opening 2" finished with aPOOL the or other material 2" min.1 /KC \ _ 114" round edge 1/4" round edgeo % GI kQ�agO O�Avs 12 All diagrams are for general information. Consult installation instructions for details. RECESSED_ BOX COVER Choose lid and brackets to cover recessed box. Brackets Standard Aluminum Lid Standard Aluminum Lid Tilted Bracket Flat Bracket for Universal, SnaptopTM, for Underside"' Track and Flush Track • Standard anodized • Stepped or tilted anodized aluminum lid available aluminum lid available with 4" or 6" hinge with 4" or 6" hinge Bezel' Lids — 18" max. — tray or stone 0 O Vanishing Lid Adjustable 12" Stainless -Steel Bracket • For any tray less than 18" • Extensions 141/2" & 171/2" available 24" max.— tray or stone 0 00 Vanishing Lid Adjustable 18" Stainless -Steel Bracket • Maximum bracket spacing is two feet • For trays 18-24" wide • Extensions 201/2' & 231/2' available 3fg•c 1 Y21 Yz O 7O O 0 0 0 O Flush Mount Lid for vinyl Liner pools with UPB Box Vanishing Lid'" System 13 Flat Bezel Lid Tilted Bezel Lid Stepped Bezel Lid Available in 16" width Available in 16" or 18" width with 16" or 18" ends NOTE: Walk-on Vanishing Lid systems require d whcrere housing, or, if using a wood housing, a concrete wall must be poured behind the box for anchoring brackets. Walk -On Vanishing Lid This design offers an adjustable tray support system for any type of deck material. Stainless-steel or aluminum trays and stainless-steel brackets provide the support base for a strong walk-on lid that can blend with the surrounding deck. I P Note: The deck thickness must be increased for extended trays if the leading edge is going to fit under tie tray. Contact Cover -Pools for morel-O-mation. The maximum width of apl' ay is 2/. The maximum length e#Yr'ay is #P' ®J`Y* Nq All diagrams are for general information. Consult installation instructions for details- ;'SPECIFICATIONS Review system details for Save -TO covers. Quad-coreTM Fabric • Material: PVC vinyl, laminated over a reinforced polyester mesh for strength and tear resistance • Rigorously Tested: The exclusive formula is the product of 50 years of testing and experience • Designed for the Pool Environment: UV, mildew, and pool -chemical resistant with superior dimensional stability • Weight: 18 oz. per square yard • Thickness: 28 mil laminated vinyl • Strength: Exceeds the ASTM F1346-91 minimum standard of 485 lbs. per 4' radius • Construction: Fabric is attached to webbing and low -stretch rope (70,000+ cyclic loading fatigue life) with double -sewn Dabond® bonded polyester thread for durability • 11 standard colors: dusky blue, royal blue, light blue, aqua, forest green, beige, tan, brown, gray, slate gray, and black • Additional special -order colors available • 7- year limited prorated standard warranty • Sewn webbing in 9 optional colors • Optional UltimateT^" heat sealed webbing in 6 colors • Optional UltimateT"" rope (100,000+ cyclic loading fatigue life) or Stainless steel cable Track Styles • 7 -year limited warranty on all aluminum extrusions • All aluminum extrusions are 100% anodized • Underside TM, SnapTopTM, Universal, SlimTM, or Flush track • Safety -Lock track channel • Top -mounted track channel for concrete and fiberglass pools • Inverted track channel for concrete or deck -on -deck applications • Track channel system for vinyl pools • Coping channel for vinyl pools • V-PakTm kit for vinyl pools (includes system, fabric, channel, box, and lid) • Reusable coping forms (3 Profiles) • 45 -degree vanishing -edge pools • 90 -degree vanishing -edge pools • NEW Corr-ResistTm non-metallic Track Channel Mechanism • Exclusive Corr -Resist end hubs with stainless steel, designed for salt water systems • Marine -grade anodized aluminum frame and bracket • Limited lifetime warranty • Exclusive positive -shift system • Exclusive Corr -Resist rope reel with stainless steel side plates designed for quiet operation • Standard electric system comes with either the slip clutch or auto -shutoff COVER O POOLS® Mechanism Housing • Standard 12" aluminum lid with either 4" or 6" hinge • BezelT" lids, 16" and 18" wide • Vanishing Lid TM trays, 12"-24" wide with stainless-steel trays and stainless-steel adjustable brackets • Fiberglass deck -mounted mechanism end housings • Ultimate TM Polymer recessed box • EverlastTM modular bench kit (available in 4 colors) • Bench frame assembly Power and Controls • 3 -year limited warranty on all electrical • 3/4 hp waterproof electric motor Optional UltimateTm High -Torque Motor • 1 '/2 hp/2000 PSI hydraulic system • Safety lockout key control • CoverLinkTM touchpad control (wired or wireless) • Low -voltage auto -shutoff with key switch • Water -feature shutoff • Jandy iAquaLinkrm Interface Safety • Exceeds ASTM F1346-91 requirements • Full UL listing • Bonding included with all automatic systems • Automatic water -removal cover pump included • NOTE: Some cover manufacturers treat cover pumps and bonding as options for their systems. A solid safety cover without a pump is NOT approved to ASTM F1346-91 safety standards. The installation of an automatic cover system without bonding is not a UL -listed product. Other Options • Painting—all extrusions can be painted to match most deck surfaces or fabric colors All diagrams are for general information. Consult installation instructions for details. E'R'__$.11Z1_1'N__G AN-D.PRI-CING, Determine pricing according to the cover specifications. Pricing based on motor mechanism being installed one foot from pool edge, motor position on left or right. Undertrack Deck -Mounted Track Track Space Track Space Pool Length I I r Pool Length 1' 1' Mechanism Mechanism TRACK SPACE x POOL LENGTH=COVER SQUARE -FOOT PRICING Track widths over 25' or lengths over 65' require factory approval (maximum track space is 36'). City of Wheat Ridge 15 Building Division All diagrams are for general information. Consult installation instructions for details. Cost Considerations Excavation/Plumbing ❑ Housing excavation ❑ 3" drain for housing drain— drain to air or drain to pit ❑ 3" conduit for hydraulic -unit housing Electrical ❑ 1/2" Conduit for mechanism power ❑ Electric run to key switch ❑ 15 -amp GFCI dedicated circuit for mechanism at panel (20 AMP for hydraulic) ❑ Electric runs over 50' require heavy -gauge wire ❑ Electrical run for accessory board ❑ 1/2" Conduit (for low voltage wires) required with Auto -sh utoff/C overLin k wired controls Concrete ❑ Concrete, gunite or shotcrete box, minimum 6" thick, 3500 PSI, (no rebound) ❑ Additional deck around housing/mechanism ❑ Tile on lower beam, beam cover or other Cover/Mechanism ❑ Unit price based on track space x pool length including steps, plus options ❑ Track space 25'6" or more may require a larger main mechanism tube and larger leading edge for fabric COVER v POOLS® Track UndersideTM track or Universal track standard ❑ Track channel for concrete or fiberglass pools (2 or 3 sided) ❑ Flush track ❑ SnapTopTA9 track ❑ Vinyl -liner pool coping 90°, 45°, 6" radius or 24" radius ❑ Track channel for vinyl -liner pools ❑ Vanishing edge 45° or 90° ❑ Painted track extrusions Housing Aluminum lid, bench frame or fiberglass ends standard ❑ Painted lid extrusions ❑ Aluminum Lids: Standard, BezelTM lids, or Flush Mount ❑ Walk-on Vanishing Lid TM trays ❑ Bench for deck -mounted mechanism Power/Controls 110 V motor and hard -wired 3 -wire key standard ❑ Auto -shutoff control with amp limit ❑ Wireless CoverLinkTm digital touchpad control ❑ Wired CoverLink digital touchpad control ❑ Water -feature shutoff/accessory board ❑ Hydraulic pump with hydraulic hoses ❑ Jandy iAquaLinkTM interface & control A• d, o' 2 �A 16 All diagrams are for general information. Consult installation instructions for details. o� N 7 i o n m 0 v 7 v '! O 7 0 3v O� (D r m niv (D c N C f (D 0 w m 7 7 m 2 N O O 7 '1 ua (D 7 T 7 O- 7 3 0� a D N c 7 m 3 v v N c rt 7„ (D CL ° CL m 3 0 0 _=o-<xn 0 n fn -0 (D on N m 0- ^n.aa000 C) N �C(D(D flm 3 in ID v c' N a .. �P O m O a 7 N (D � N m th •0 •� = n 3 0 0 3 (D o m- N a m m (D (D o o 7, 0 I v Ln ;D CL 1; 0 N m n N m O (�D m v o no o' ;r N O c N (D 0 O o o v -� (n (D N o t0 (D a (p- -0 7 7 C'ffi� 0 7 c 3 CL 3 w (D (D (D 7 N 7.. (D agm Zan a Oo 0 3 O oa0 57 r X n N � 7 Nmui ID n N a c - m 1 m m 3� o�m 33mm�oo._ N+ 7 t(OD m n c (n m 0 3 ( � M 0 w O w X 0 0- c . . . o2m 3 an, 3_<4 m o v, o•<X (p O- (DD lL] 1 m 'D 3. 3 7 m o O t!1 ID (A a (I'D , mm< O N- N `TZm 3 (D m n �' o v 3c a 0 0 3 7 n pp 0 0 a a n O 7 0 0 m (D < 7 7 7. 0 O f+ N m C N � a -03 0- o r m v n a aco -0 m2 o c 3 ° �' � City of Wheat Ridge Residential Electric PERMIT - 201801957 PERMIT NO: 201801957 ISSUED: 07/10/2018 JOB ADDRESS: 3801 Urban ST EXPIRES: 07/10/2019 JOB DESCRIPTION: Relocate electric meter housing to the side of the garage. Run a new line from meter to existing panel. Install a new feed, 50 amp circuit, to the swimming pool. *** CONTACTS *** OWNER (303)916-3423 SCHAFER BARRY W & LAURIE SUB (303)682-0066 Joyce Ward, Matt Ward, Mark W 180205 Ward Electric Company, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Total Valuation 0.00 Use Tax 63.00 Permit Fee 93.35 ** TOTAL ** 156.35 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I am legally authorized to include al i entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granti g of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apple code or anjordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � �I? City of Wheat jd�e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(�ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 1101 1� Plan/Permit # J� Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.. *** Property Address: _ 3 ?50-4-- Ur -&W Property Owner (please print):r Phone: Property Owner Email: �a��ri_sr�,0 & ca -1 Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Archi Architect/Engineer E-mail: Phone: Contractor: V� ri, J� � City of Wheat Ridge License#: 1905 Phone: ,30.3-—c�O6c Contractor E-mail Address: Ckc07„ hall , l✓�rd��IP[ t'i cco.�o�nia . t'ONt For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 04+~ Ai., J7ans�o) Phone: 7;�-o-60o -3oM CONTACT EMAIL(please print): 12�o1r7- Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑ COMMERCIAL E] RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. fler ��S/ Sl sofrce ►�L M IJ Commercial Projects Only: Occupancy Type Sq. FULF BTUs Amps f' (X11 P3 Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)(CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last n/arae): DATE: %G! Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer. DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wheat Ridge Residential Mechanic PERMIT - 201801877 PERMIT NO: 201801877 ISSUED: 06/28/2018 JOB ADDRESS: 3801 Urban ST EXPIRES: 06/28/2019 JOB DESCRIPTION: Installation of gasline 175 feet of 2 inch poly, off meter to the 300K BTUs Gas pool heater. Reference Permit#201801826 Residential Swimming Pool install. *** CONTACTS *** OWNER (303)916-3423 SCHAFER BARRY W & LAURIE SUB (303)466-4206 Greg Fanger & Kevin Fanger 017986 The Gas Connection *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,075.00 FEES Total Valuation 0.00 Use Tax 43.58 Permit Fee 93.35 ** TOTAL ** 136.93 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by m�si gnature, do hereby attestthat thwork tobeperformed shapplicabuildingcodes,and all appicable municipal codes, policyell owneftheproperty and am authorized toobtain thisthis ert. I fyrther attest that I am legally authorized to include all entities named within this document as parties to the work to be performed'an'd that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying )fans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. Z. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantin of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic code or any Iryinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. cit}' OI W heat idcFe AUNl ii' D[ V[I01'Nii N I Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsrZDci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # 2� V u Plan Review Fee:113 � . �� Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3, b/ Ck r- b G n S�-• Property Owner (please print):9 I rl- '4 La VyS CA 0,`&r- Phone: 363 -q16 -?'123 Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Contractor: &S Uri Phone: Contractors City License #: b Phone: Contractor E-mail Address: on 0 -e C� l �cSY� CZT, Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) far T" a+ x.61$ 01$1], 1 m . i llr�4au Sq. Ft./LF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information prov plication. CIRCLE ONE: (OWNER ONTRACTOR or (AU NORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and I st name): DATE: ��- (y I understand that checking this box, that I acknowledge that this constitutes a legal signature. ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 9 CD _m Q fQ 1 i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M) D Job Address: ?SO) Ua V /`1 T Permit Number: O'D 1-703 S ❑ No one available for inspection: Time K_ 7CJ AM/PM Re -Inspection required: Yes No When corre ctns have been made, call for re -inspection at 303 -234 -Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge a Homeowner Roof PERMIT - 201703553 PERMIT NO: 201703553 ISSUED: 07/10/2017 JOB ADDRESS: 3801 Urban ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Tear off composition shingles; and replace with composition shingles - 30 squares *** CONTACTS *** OWNER (303)916-3423 SCHAFER BARRY W & LAURIE *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,710.00 FEES Total Valuation 0.00 t Use Tax 161.91 Permit Fee 172.60 - ** TOTAL ** 334.51 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. City of Wheat Ridge Homeowner Roof PERMIT - 201703553 PERMIT NO: 201703553 ISSUED: 07/10/2017 JOB ADDRESS: 3801 Urban ST EXPIRES: 07/10/2018 JOB DESCRIPTION: Tear off composition shingles; and replace with composition shingles - 30 squares I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermtt. I fiurther attest that I am legally authorized to include al I entities named within this document as parties to the work to be performed and that all work to be performed rs disclosed m this document and/or its' accompanying approved plans and specifications. R� Signature of OWNER or CWTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or+= dinance or re tion jA t 's jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of OMW heat Midge MMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # -) AQ1OY'53 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 130 O / lam'r ha S_` Property Owner (please print): �� ���� �� �� �-- Phone:,303 9/6— Property Owner Email: `a r cr1 e— 5cAez Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Enaineer: Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION KRESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pen -nit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perfonn the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the infonnation provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ City of Wh6atpjdge COMMUNITY DEVELOPMENT Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): Project Property: LOU =/-- Notarized signatuW�of Applicantz State of Colorado } County of J C Eg 1,<4 } ss The foregoing instrument was acknowledged by me this day of �'c, 2011 by �..a�--r ; e GSGIn c �er F ARA D ODEANTARY PUBLICE OF COLORADO RY ID 20164015481 ON EXPIRES APRIL 22, 2020 a� Qom— My Commission Expires _/_120J Notary Public City of oNt . Buildin & Ins pecti o n ► 7500 W. • Ave Wheat R idge, M Date: Plea Permit O ffice - 303 - 235 -2355 Fax. °. 303 - 237 -3920 Inspection Line 303 - 234 -5933 Bu ilding it Application Property Address: Contract C ontractors City License : rr � Sub t t Electrical: Plumbing: Mechanical City License # City License # (amity Licen ., n. V-(�/ � s Z IN i APPROVED SubjW t6 FWd k"ecfim V"ar RkIge SuRlIft Dept 01-0 P cwc October 25, 2012 Solait"ty RE Certification Letter it WM�Mmll # # 11M M" the — – Millon To me root. I he structural review, including the plans and calculations only apply to the in a ]a On solar ?"T a IM section of roof that is directly supporting the solar PV system and its supporting elements, After review it was determined that the existing structure requires a structural upgrade. The required upgrade is shown in the structural drawings on the Solar City drawing set. ptkign rI$eCi : • Applicable Codes = 2009 IBC/IRC, ASCE 7-05 and 2005 ITS • Roof Snow Load = 30 psf • Roof Dead Load= 11 psf (All MPs) • Basic Wind Speed = 100 mph Exposure Category C • Solar modules = As indicated in attached drawings, gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2009 JBC. a= Work shall comply with the following codes: 2006 IRC, 20 IECC, & 2005 NEC. I SolarCity, STRUCTURAL DESIGN CALCULATIONS by JOHN CALVERT, P.E. SolarCity, Inc, 3055 Clearview Way San Mateo, CA. 94402 888-765-2489 OWNER: Schafer, Laurie 3801 Urban St "�-R � V • Q" (303) 916-3423 SolarCity, Inc. 3055 Clearview Way San Mateo, CA. 94402 888-765-2489 Digitally signed by John Calvert Date: 2012.1 11:22:45 -06'00' 1012512012 8001050-Schafer,xlsx 6' S A CA, 9440.2 Calculations by: JAI Reviewed by: Jpm Table of Contents Note: MIMIC Chad IS not reauffed betaoso SS = 023 < OAg oar 16131110 2009 lee . . . ,w ........ 10/25/2012 8001050-Schafer.xlsx Wind 4 ffMILlred Vanab Design Wind Pressures based upon: mean roof height, ft 21 ASCE 7-05 Chapter 6 Wind Loading Exposure Category (6,5.6.3) C Basic Wind Speed (Figure 6-1 or local data) 100 Equation 6,5.12.4.1: h<60 ft Comp. and Cladding Elements Importance Factor (I for residential) 1 Wind Pressure P = qh*(G*Cp) Roof Shape Gable/Hip 6.5 .1 C}; �0,Veloc�iPressure Panel Tilt (degrees) 18.4 deg qh = 0.00256*Kz*Kzt*Kd *VA 2*1 Roof Zone 3 Pmax = -292 contiguous sq. feet of array 35 Lrorn Table 6-3: least width of the building 48 Kz = 0.91 X (distance between standoffs in ft.) 4,00 From FiggLq 6-4. Y (distance between standoffs in ft.) Z67 Kzt = 1.00 Local 'opographical,EgaL tires 10.83 EMM TablL(3-4: fchoose 'standard ' or refer to pictures right, and below) Kd = O 85 type of hill none From fialge 6-1, Hill Height (h) (ft) V= 100 slope of hill (degrees) From tabl - l horizontal distance from hilltop to house(x) &41 PIL (lbs) = Amax*DL height from bottom of hill to mean roof height(z) 3.25 PL. 32 Mm (weight of Yingh YL240P-29b modules) 4100 From Veloi Pre sere uat €crn: Mh (weight of hardware per module) qh = 19.76 Design Wind Pressures From _EgMM&M P (Ibs, per sq. ft.) = qh*Cn*G Cn (down) = 0,40 Pd (downforce pressure) = 7.90 Cn (uplift) = -1 A5 PU (uplift pressure) = -28.63 tMM§&U G = 0.85 Max Tributary Area Max Uplift Force on a Single Standoff Individual Rows in Portrait Pmax (Ibs.) -- Amax*Pu + 0.6*PL*COSO Yingli YL240P-29b Pmax = -292 Factor of Safety = FI*D*NI/Pmax L (length of panel in ft. perpendicular to rail 5A1 Fastner Type: Hex Lag Screw (Per Plans) X (distance between standoffs in ft.) 4,00 Fastener Diameter: 5116" - 2.5" Min Embed Y (distance between standoffs in ft.) Z67 250 = Ft (pullout capacity of fastener (lbs/inch)) Amax 10.83 2,5 = D (minimum fastener thread depth) per standoff) 2.14 = Factor of Safety Dead Lgad kalculaLto Point Lgad calculaMo as L (length of Yingli YL240P-29b modules) &41 PIL (lbs) = Amax*DL W (width of Yingli YL240P-29b modules) 3.25 PL. 32 Mm (weight of Yingh YL240P-29b modules) 4100 Mh (weight of hardware per module) C 10/25/2012 8001050-Schafer.xlsx Flush DL 5 WWA"l All MPs MODULE AND STAND-OFF CHARACTERISTICS Module Make & Model: Yingli YL240P-29b Panel Configuration: Rows in Portrait N.. = 5 53 Q Quantity of Yingli YL240P-29b modules L = 5 5AI ft L Length • one Yingli YL240P-29b module WM0d 1 125 ft W Width of one Yingli YL240P-29b module A mod 1 17.58 sf A Area of one Yingli YL240P-29b module Wt" 4 43.00 lb W Weight of one Yingli YL240P-29b module D 2 2.45 psf U Unit dead load of Yingli YL240P-29b modules i d` SolarCity Rail Solar Rail Configuration: X-X Solar rails running in X-X direction Wt = 0.68 plf Unit weight of aluminum solar rail, plf Stand-off Make & Model: SolarCity Yeti - I Lag - • - 0 = 18.4 deg Tilt of panel system from horizontal 0"" 18.4 deg Slope of roof mounting surface hmin 0.33 ft Least panel height above roof surface (vertical dimension) hmax 0133 ft Greatest panel height above roof surface (vertical dimension) h = 0.33 ft Mean panel system height above roof surface (vertical dimension) L. = 3.25 It Array length in X-X Direction Sx-x = 4.00 it Standoff spacing in X-X Direction N 1 Number of standoffs in X-X Direction LY-Y 286,91ft Array length in Y-Y Direction (actual dimension at panel tilt 0) Lky-y 272.19 ft Horizontal projection of array length in Y-Y Direction sy_y 2.67 it Standoff spacing in Y-Y Direction N = 106 Number of standoffs in Y-Y Direction LY-Y 286,91ft Array length in Y-Y Direction (actual dimension at panel tilt 0) Lky-y 272.19 ft Horizontal projection of array length in Y-Y Direction sy_y 2.67 it Standoff spacing in Y-Y Direction N = 106 Number of standoffs in Y-Y Direction 10125/2012 8001050- Schafer.xlx Flush DL. 6 DETERMINATION OF SYSTEM DEAL? LOAD FOR SEISMIC ANALYSIS COMPONENT AREAS, LENGTHS, AND QUANTITIES Asystem - 932 sf Cass area of solar PV system AmodWes - 932 sf Net area of solar modules only ra E = 106 Number of solar mounting rails rri 344 ft Approximate total length of solar mounting rail N,t.,doff ° 106 Number of stand -off assemblies Weight of Hardware per Solar Module = 7.92 lb Weight of Modules per square foot of ITV System = 2..45 psf Weight of Hardware per square foot of PV System = 0,45 psf Total Seismic System Weight per square foot = 2.90 psf Length or Unit Component Component Quantity Weight Weight, lb Solar Modules 53 x 43.00 lb 2279 Solar Rails 344 ft x 0.68 plf - 234 Stand -off Assemblies 106 x 1.75 lb 186 Weight of Hardware per Solar Module = 7.92 lb Weight of Modules per square foot of ITV System = 2..45 psf Weight of Hardware per square foot of PV System = 0,45 psf Total Seismic System Weight per square foot = 2.90 psf 10/25/2012 8001050-Schafer.xlsx Roof DL 7 DETERMINATION OF DEAD AND LIVE LOADS: All MPs DEAD LOAD Element Materials Wt, (psf) Roof: Comp Shingle 5.00 Roofing Paper 0.50 1/2 in. Plywood or OSB 1.50 2 x 10 @ 16 in. o.c. Z89 Miscellaneous 111 11,00 Roof Pitch 4 1.054 Dead Load @ Roof Pitch = 11,60 Lead Type Distribution Pat.- Location (ft] Magnitude Unit tern Start End Start End DLr Dead Full Area NO 11,00 (16.4) * a f SG Snow Full Area Yew; 34.00 (16.0)* sf PVDL Dead Full Area Ala 3.25 (16.4)* sf F ESIG oodWorks(V7 i�er SOF FOR Additional Data: FACTORS. F`/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv 3.50 1,15 1.00 1,00 - - - - 1.00 1..00 1.00 2 Fbl+ 850 1. 1 1,00 1.000 1,100 1.00 1,15 1.00 1,00 - 4 Fb'- 850 1.15 1.00 1 00 0.972 1,100 1,00 1,15 1.00 1.00 2 Fcp' 405 - 1,00 7..00 - - - 1.00 1.00 E' 1.3 million 1.00 1,00 - 1.00 1.00 4 EMin' 0.4? million 1.00 1,00 - 1.00 1,00 4 CRITICAL LOAD COMBINATION& Shear : LC #2 = D+S, V - 489, V design 446 lbs Bending(+): LC #4 = D+S (pattern sS), M = 2138 lbs-ft Bending(-)-. LC #2 = D+S, M = 92 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) Eearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10,3 D=dead L=live S-snow W=wind I=impact Lr=roof live LC=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern load in this span Load combinations: ASCE 7­05 / IBC 2009 CALCULATIONS: Deflection; El - 129e06 lb-in2 "Live" deflection = Deflection from all non--dead loads (live, wind, snow,,,) Total Deflection = 1.50(Dead Load Deflection) 4- Live Load Deflection. Load Type Distr bution Pat— Location [ft 3 maE( 24.0) * Unit tern St End Stn 7� L7L ead Full Area _ 11.00 0 * paf SL Snow Full Area 30)* psf PVDL Dead Full Area 3. Sf Criterion !Z' =fb eli n Shear fv = 3 O7 21 Bending( +) fb : 5601 OA S Live Defln O09 = <L/999 O50 L/240 0.18 Total Def2`n 47.16 = L/741 17.24 0 L WoodWorks@ Sizer SOFTWARE FOR WOOD DESIGN Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci C11 LCO Fv' 150 1.15 1.00 1_00 - - - 1.00 1.00 1,00 2 Fb 850 1.15 1.00 1.00 1.000 1 100 1.00 1.15 1,00 1.00 2 Fcpl 405 - 1,00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1_00 1,.00 - 1,00 1100 - 2 Emin t 0.47 Million 1.00 1,00 1.00 1 00 - 2 CRITICAL LOAD COMBINATIONS: Shear a LC #2 = D+S, V = 402, V design µ 338 lbs Bending (+)i LC #2 = D4S, M = 998 lbs- ft Deflection� LC #2 = D+S (live) LC #2 = D+S (total) Bearing: Allowable bearing at an angle F calculated for each support as per ND S 3.10.3 D=dead L=Iive S=anow W=wind 1-impact Lr=roof live Lc=concentrated E=earthquake All LC are listed in the Analysis output Load Patterns, s=S/2, 1C =L4S or L+Lr, _' =no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 129e06 lb -n2 "Live" deflection = Deflection from all, non-dead loads (live, wind, snow-) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1, WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2, Please verify that the default deflection limits are appropnate for your application, 3, Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4,41, 4. SLOPED BEAMS: level bearing is required for all sloped beams, Solar Ci Truss: MP2 ' �r "a .:k0.5q� ,$Gt(' %NFYE &'k�: � Em ' 1 � 5A aite1F4t" M ateo, San dt'.@s teo, S� A 94402 [�1a signer JAC. (t 88) 765 2489 Daten IW25 20 « 5 :04:37 11NI C3U6IciIS? �''1^�"c; 1 0111 Slian H01 Oly 0111, 01 I C ANT 1. CA i R P YS Spacing WG1 7 - - 6112 I 1 - - 0-0 -0 0.0-0 0-0 -0 1 24 in 19lbs 7 -4-0 7 -4 -0 2 t rz ;t "2X } i 0-0 -0 0 -0.0 7 4d7 7-4-0 Loading General CSI Summary Deflection LF (Ioc) Allowed "LL Pf 1 0P4 BldgCo&: YHd7'.fd(W TC 95t €1•2) l&sr TL: 03 en 1.7268 € f, t20 5nvtw. ,, 10 p +f 'FYI 1 '. HC: 0,g "(r•f} Val Ti,;: (1.f941 L1965 0- -11 f..lM RU, z 9 P'S Rte Met brume:. Ym Wd) : 0,00 {P) Wp 3L 0 0 P in 3 ocul : CA Fe f FIDA..:. ! 35 % HCt3d. 7 aeP Mon Inx, Unt:XYAwie Reaction Summary fT I.. e H {'4YiYf4Ck fi $ I{iSb P7.. d B ' Aidth .M., R,C:'8fl. Mdt1. Gm, t . ba Mm Wold i..' U 1 pna ( c'n 1,50 in 511 fba 3 H ROR (Wdl} i 3.3 in P sf! I. Material Summary Bracing Summary TC SpC' Sit 2 x 4 7Y,° £ax•.m$r Sh000d HC SPf" a2 2 x. 4 BC owmAr Sbwd-1 o, Puft, a I(a4I41, pinen dewip b7()Qid,. ui,b, Loads Summary f nib puss b as in" d5Prkp$mi W RIt" uOwu (New 10 psftOsAtosaAdal>xcf hW 1OM plw daiid bads, 20,4 Anus ba Nx. doigna^d hard+.^ dfm o1' ,Awcsd dunw Woo, fbir bipslpbket w ma -da xce *mb ASCF7 , 01 acevl m u<xW, wain ehr tLfte+wanp use4 e1e.9ncd mpuC 3ei pSf tpnmad seoww lead sYt7M C45n4aavnnwf A fiavc7x+InxS moffi'mrs b:rvrbwa iwow4 aid 0,s Fr and snow k,*I ha^a hew used Mr the accrCmow k,ad. rX - K,,- F.S5. ifIno n,.if wnh41aaa60n dilhn' Av?er hiplo6k; H.Wingt5a'st r4 chatl e f5s,,+uw ttA is. 30 11IS M"s ban 0-1 t4mA dasiigatd k?rtlaeeflx U nfunb?daanQW ,%UO. loabA 4)'nin uum has bean dmV ad 04 38 pc hw kwf wnai oua m auwd.uevvetb SHE,° 2006 s,+nuttalskskope. -: 6112 *14 milne nix! a t 8,P7 b"'2. 5)141f10.lttlt -00ngr nine kdWi R in tk'eoA1xIM Wnh THC° VA., 16(17. J bA bA= i N9n d LAW Casa DI: Std Teat Load WAn aeIUntil- Af4.ba Lavanon i l xamn 2 LTa@ oion .. Yt.'inS Stan Loo paid Wwl '14b "id, Top 4 T,0 73fti Dom) RAr 315 P t 23 pat 24 br Member Forces Summary Tank, mduzes: b1�ttkr 111. tw,r CS1, Hal UIM R)Wa ,, (aiw>z ama loot, ifdiffimi kaat um aunt Ib"F 'N", 14 0,210 67 ihn 1 -2 Ci,W - 26610s } HC I T-f 039, LT3 ins F # N't#s Notes: l Y 41�bm d6w in €" hIe bon 4'f? ,S w R}S alnutPig eAC4Nd#a4k` PrifitBidY{it3„ i$ki` pdn>x— 'P;ra* Onvi ! Rfdhod pet TT'1 1- Z OQJA1i,4 abaci be.,,W, Cot - t o F, 2) Tbt`& td (D{'clV}'4;httGA1,*�u"gTdYt`Slt cbtYli kECdfi' N„" tYd }AMkfY6$Ypetpg3afrABi1}ltltA bYlc °tYklCCtfiSli". MriYti. L'#c481 bSUr:C'f11&dik*C irictdd3cY$wiRtAYfi Cn ° esiitza' -tRtd xad Cb4lt i3�RHI tK%3tk225. T} Bra" N'00ttl ch.0 Wit appmwd Kf/aYMhmg,, "'C.£7'Sd15 R ye }.i St xaa ducFS ket tiEp.iE „ S 1' 73 tv ttt k i to ken Y �, F" anA F 'q1d id D 7 FS k a�: ! ! p Y % S '.Bfkr I o-awxvx k xct i5r - xn. lA as3 erk; CR M% n X. i at„ >rai, AnS 4 a nta�T' k7 �S^x'� "r "� +4 Ca'nnCaYik €x v�:: bsl 4i x�SNt4•fi I tlmwwax YxM 2dra.,�}sk 4q.�.x 11 mazF lrefi =x aCa35wc,3 aiu;i e9}k utr,!Ai,nrtti t a,ae uuFdkq" Lf+ a}ha';, @itt 0 84 NNT, L i' i^+4i tee trf 0,10 W1,t13'Nmx it .Y Y P F t. Dg es s tl � u is ; w .S dig 4t P€ t :t gxryk. '.514 ^t 9t aka 1i ,499, ¢l aPl O5A 4 re. 4 : { 1 gs 1. man 8 t.t6n. F q;.: I3t 4 t; ax at WWx. h uSn. k k3 rF ? ire rMS;3kd3i kt a u gFd g3 � at« ;'sxS sxup aarclCrxi �� >k ur�'stauy4 <sw be z. a4Al,aia .t� cQaxhs:, d !h 9� tC.I11 «r iq 5F ii ixA aigdiudldk. ' &N&'f#t'[vVit ! K� vk`a�;tx. muk, axx b}a tlsur„ aea4zSwd. ecd c dwx�eu xtA t# rk xxtey. brti tXwa wS#ay mite a G rrr+f AM L"i'&'I i C4�.y+c#rc §. ,IFS vxwa�vxvm plmtmn fl h, nmrua6a¢:taawd fT' 9Gram `aSnragy Ada 4'eaupa'nY. oar uxarcraAva'rcm wtiYh F�ddPtSa' A1F �tdsmectcu aCaa ar¢ �t S Rat' e�kem rHm gwztlewxf Salk s 4n%hxHalai iM =a ` -tR" �u:h dcrfi,a�<s.ex 3 %Sag pdxta. .��,�,� �� ° °" �� 10/25/2012 8001050-Schafer.xlsx USGS 9 Period Sa (sec) (g) 02 0.368 (SMs, Site Class 10 0.140(SMI, m!« lass] Period Sa ( ec) (9) 02 0.245 (SDs, Site Class D) 1 .0 «#! ; 2#: Site Class D) m m a.m. EZ mill imm SITE PLAN N Scale: 3/32" = 1' w E 01 ly 2 1' s #1 # i JB-8001050 00 - ME k iW Wheat Ridge 0"4 SCHAFER, LAURIE 001AVIM SCHAFER RESIDENCE fF # YL240P-29b 3801 URBAN ST ROOF MOUNT PV SYSTEM a m--m WHEAT RIDGE, CO 80033 ADesigner-Signoaturej1p i '- ieo i;,n 3055 aearview Way Ma CA SHEET a u (303) 916-3423 SITE PLAN (888 T(650)638-1028 F:(650)638-1029 PV 2 1001/201�,�' )-SOL-CrrY (765-2489) www.sobraty.corn ME= m (E) LBW 'UNKNOWN JOIST SIZE. FINISHED FLOOR R. M M� mw IBM • JB-8001050 00 pvw�a (y;w4R. kriA Wheat Ridge 1 SCHAFER, LAURIE SCHAFER RESIDENCE YINGLI # YL240P-29b 3801 URBAN ST ROOF MOUNT PV SYSTEM WHEAT RIDGE, CO 80033 ADesignerSignatwre,in PAGE NAE 3055 aear%4ew Way San Mateo, CA REV, DAIE 94402 TNWER-ONE # AURORA PVI-6000-OUTIO- uS (303) 916-3423 STRUCTURAL VIEWS MP1 T050) 638-1028 F:(650) 638-1029 PV 3 10/11/ (888)-SOL-CffY (765-2489) www,Warcfty.wm SPr ONG :6l 1 - M (choose 'stand ' or refer to r s� r « u • r . «. « I =� - i i� r r # 01"y YL24OP-29b 3.25 Mh (wei0t of hardware per module) - 7.92 u ECOFAS EN FLASHING ! i C ► «* JB-8001050 00 rawf. ;'rV Wheat Ridge t L SCH R ESIDENCE w �r r 38 01 UR C . mi V4 iqi N «I� II r -« II #. « ! : 916 PACE NAME UPLIFT CALCUL REV. DATE 94402 t:(650) 638-1028 F( -cftyxonl *... :.. . �... ^ AU BOND (N) 18 GEC TO TWO (N) GROUND E E 2 200A MAIN SERMCE PANEL I Inv 1; DC n ground I INV 1 1 � {' } _ � �. av � vP.z � s ETC. N4, Wmrn, go* s {?CIS AT PANEL WITH IRREVERSIBLE CRIMP E E 2 200/2P MAIN CIRCUIT BREAKER I Inv 2: C Ungrounded M Vac: 37.5 Tie-in: Supply Side Connection I INV 2 2 — (t) # A U$ . I =/%% V Vpma :29,5 Meter Number: 1277198 * *MODULE CURRENT RATINGS ARE SHOWN AS Ise AND Imp IN INV 3 3 T THE DO STRINGS IDENTIFIER OF THE SINGLE LINE DIAGRAM, MAIN SERVICE PANEL A ADJUST MIN. ACTIVATION VOLTAGES! a! (E) VARING C CUTLER- HAMMER v MILBAN CUTLER- HAMMER 1 BRYANT Inverter 1 I J 1 _,..� M zo M Meter Socket Disconnect 9 9 Load Center 4 + Pao T T APaausT MIN, AcrzvATaax v T . . Vi- 60OO -OUTD U D s Strings) Of 12 an t P� z - E3 ? ?OA C D s 1 A N 1 vats ra sav$ 2DOA / ACTIVATION G 4 kG - E GFPPGrG ' ' 0 0 + S L C+ i 1 S O i LQAII N NS 7 _ _ . ... ._ G t3 ^^ — 1 + + C Of 6 - - - - - - - - - . . . . . . . . . C t P e e $ $ i) t: 3/r ? A AMPHENCIL r P Inverter IIC P Y Branch Connector T T JUST MIN. ATiai� V TALE. N 6 P P 3 CaC^ P POWER-ONE + + s sr r On z P A AURORA PM -6 - 6000-US , aG , t P P A A /2P _ LI _____ -- -- .--- --_.._ ,� _ .d .,..... G GEC i i L TO 1 2tJ /241IV G GFF lGFGR Q QCa i i + T At77U5T' MIN. ACTIVATION V 7 AGE SINGLE PHASE t t 1 L L E _ ` _ _ ` EG e ` _ D e, + T I I I 2 r(s) of 11 On MR i i B 4 F { { t) 314* EMT I I PR r . Y' fF F „er.. i}„ 0 .• SCHAFER, LAURIE SCHAFER RESIDENCE t # i ; r.r 3 URBAN ST ROOF MOUNT PV SYSTEM uMt 1 !# r t r t WHEAT RIDGE 0 \ DesIgrrIerSIgnature.jP9 3055 0eanview Way San Mateo, CA # DA I T(650)63&4028 F(650)638­1029 -ONE # AURORA PM-60 (2) POWER THREE LINE DIJAIGRAM ter 1: Ac ter 2; .fie: ter 3: fie; ter 4; molm ELECTRICAL CALCULATIONS rop w 2 m)��Len �thh) * �Resistanc�e/ Inverter Mn Vdc Injp Te V Mn Vrnp at Max V Max Voc at Mn Te A Inverter N4ax Vdr, InP7 A Max Sting SM A Art 690.§JN(l) 1-waywire�a, A im 0 - " c .4. -4. ffall. m, l.c lcont*1,25= (Amps) AnVacity l.d Icont * 125 = (Arrip t size = a A N lcont-- (Arrips) Start armwity TenV, derate (%=F) ' I III SCHAFER RESIDENCE ROOF MOUNT PV SYSTEM PAGE NAME I m. I -way Wro- strings per brarch 2 13 ADesignerSig ure.jpg 7!��l KV DAIL PV 6 10/11/201 L3 3055 Oearview Way San tUtw, CA 94402 7050) 638-1028 1:(650) 638-1029 (888) (765-2489) wwwsot&Wcom • lcont-- (Arrips) Start armwity TenV, derate (%=F) ' I III SCHAFER RESIDENCE ROOF MOUNT PV SYSTEM PAGE NAME I m. I -way Wro- strings per brarch 2 13 ADesignerSig ure.jpg 7!��l KV DAIL PV 6 10/11/201 L3 3055 Oearview Way San tUtw, CA 94402 7050) 638-1028 1:(650) 638-1029 (888) (765-2489) wwwsot&Wcom PVI-3,6-OU1'D PVI-4.2-OUTD CSA INTERNATIONAL Certificate: 2096477 Project: 2439385 Issued to: Power-One, Inc 740 Gale Piano Camarillo. CA 93012 USA Attention: Robert White Master Contract: 173688 Date Issued: July 19,2011 Rdb- fte4np - Issued by: Rob Hempstock, A us I CLASS 531109 - POWER SUPPLIES - Distributed Generation Power Systenis Equipment CLASS 531189 - POWER SUPPLIES - Distributed Generation - Power Systems Equipment - Certified to U,S. Standards Utility Interactive Inverter, Models I'V141-01Y M-US, PVI-3,6-(,)UTT)-US, PVI-3.0-OUTD-11S, PV14,2- OUTD-S-US, PV1-3,6-0U`I'D-S-US, PVl-3.()-OUTD-S-US, I'VI-4.2-OUTD-USAV, PV1-3.6-OU'rE)-US-W and 1'•II-3,0-OUTD-US-W; provided with two DC input ebannels, permanently connected, For details related to ratings, reference should be inade to the C Certification Record, Appendix I or the Descriptive Report, APIPLICARL XQVIR-EMENT5 (."SA-C212N1oM)7.l-0I - General Use PoNverSupplies U`L Std No, 1741 - Second Edition - Inverters, Converters, Controllers and Interconnection System Equipment for Use With Distributed Energy Resources (January 28,20101 1X,1P 5W Ro, 2(04 0440 Ngi ' r The SolarCity Yeti with Eco-Fasten GreenFasten flashing optimizes strength, performance and aesthetics while structurally attaching solar panels to composition shingle roofs. This engineered connection uses Eco-Fasten's patented, IAPMO-certified "green fasten" technology to achieve a watertight seal. 6000 series aluminum offers superb structural and fatigue strength, which in conjunction with anodization offers excellent corrosion resistance even in coastal environments. Components A, 5/16" Lag Screw B. Stainless Steel + EPDM Sealing Washer C. Yeti (L-foot) D, Eco-Fasten GreenFasten Flashing I I SolarCity Y..4 Jr Mono MkAfi Wuflons fO t i kw c on c ci rrt w a oc, ds. Mrp, o 3 0 P a ar)c w d 'oodr up. ire 240OPo % Y° €! #ugh perorrnc ic', undof lo vv igh conditions I ww i Cl o u dy days, and evenings 11 A Independenfly cerfiflied by �nternafionc� [EC6121 IEC61730, UL1703, IUV Safety Class 11, CE ,t !'1 ... r PC,sd, #. °" ? . " t tt- t Sot ' S C, °' €,ACT °c' IS090 11, 15014001 w ronasoi VWUV's0K Sta"'J'zrd TOO a:°.wdf«rc STC(AU M-a AMI ICe 400Wz IMI C° fflN ts',es.lWek'OC), a� t5 0 S a PA ,4 3btt �t..�r S e, t t 4$M A., ��; €.,tr,F. t. 3� .< ,. u?i) }e, C. , •.. tr`C.. t... tot'.., t.,.. rA {, . b C.'FA.t ,. NOCT; kwdVImeoIROOWM) AmbAmI4 I+asrspwexfssra?WC: M# d Speed INIA, TEMPERATURE RAT NGS MAXtfisUM RA,TtN � WARRAMY ifsyearworkrr onshO wcarrcant y ¢ Prec40Rb 6el to {5aa dk cr vrcrrr uJV err def aiht - . F CKAGM ACf StHGVRATaO ?Aa4,ro�C3tAR' P�st��;'��T n is dales per 40' tonreaPnw: 650 pct CALRVN READ$AFCTYACO MIAil MI ON t7rM D4 BR t L 4I'l a,Y' IV ti ren ted. Att , qhh , 2serrrrra une r fad cuts m�es�e�...v .a t�,¢a tFra Y�aheet vxaa wbgec4 to CKO" r wetter ut notice, Yea+a 5 1sk kS 7tk 'o`d This aUthorizes the application of the Certification Mark(s) shown below to the modeis described in the ProdUCt(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report, This authorization also applies to multiple fistee model(s) identified on the correlation page of the Listing Report, This document is the property of intedek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark, Applicant: Tribe Solar Ltd Manufacturer: Changzhou Trina Solar Energy Co., Ltd. No.2 Tian He Road, Electronic Park, No,2 Tian He Road, Electronic Park, Address: New District, Changzhou, Jiangsu Address: New District, Changzhou, Jiangsu Country: China Country: China Contact: Ms. Linda Yin Contact: Ms, Llhua Yin Phone: +8651968879039 Phone: +8651968879039 FAX: +8651968879006 FAX: +8651968879006 Email: fihua.yin@tdnasoIarxom Email: fihua.yn@tdnaso1ar,com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Menlo Park, CA, USA Control Number: 4003042 Authorized by: 41fow C illiam T. StArr, Certification Me This document supersedes all previous Authorizations to Mark for the noted Report Number. NN Ao",4,atke, W Mark m Ro the e.rlwo usa d hte,*Ws C%nA and ?. p!' ,ftd pumu-t to 0a, caddemon aq,"MWN 40.0- RhWftk a ftcwat. E MV , 0r ,,Wyv 8,4 t, 9 , 9 kolUd to the lanes o"d comebo- 01 the agg"Ment, 440det, assunumt no Nay"'My W any P&MV, otho, Man to the tNent in necama�m swop the qqm-W, to, any 'Ws, osysnm W daonqo 0,�w*d be thou". al this Authwubon to hywk. On 0 �y the char! is 'aheized to PSM A ca a pymg fttrilxffion of Ion, Avtbwa W atkx, to n, aY d then hol in ft ON Ay, Uww d 01tellek's Cediftatv, In iA resfttod to #* cw&Ws Wet W in the 89r"MeAt and n, Oft Authenzatw W &%*r Any todhet w " of fee Won** name to, the We or &4"rb4&.w4 of the Wated o,setreo, podod 0 66N±o* ..S1 MM be appnwed ki wnting by tntanek, InAwl Fadwy Mum �,rft am F*4.. up Se-cee 8,0 for Elite purpme of assuft appmphate .$age of the colKwatiam, more an ==V*ACe .0 Ina aqt "wont, Vwy am rent fm " pwposes of ffoductto.,, qua3Wy Mouth Rod dG rhA Wwe ipe cUeM 0 tftw, obosalrcrr a,n Von mspem Intertek Testing Services NA Inc. 165 Main Street, Cortland, NY 13045 revisions through May 23, 2011 W= arnmended October 2001 ATM for Report SH 11031298-001 Page I of 2 ATM Issued: 19-Jul-2011 E D #i.9, t6 J a. 0 k Me Watwy TSM-200PA05, TSM-205PA05, TSM-210PA05, TSM-215PA05, TSM-220PA05, TSM-225PA05, TSM- 230PA05, TSM-235PA05, TSM-240PA05, TSM-245PA05 and TSM-250PA05, TSM-200PA05,05, TSM-205PA05,05, TSM-210PA05,05, TSM-215PA05.05, TSM-220PA05.05, TSM- 225PA05.05, TSM-230PA05,05, TSM-235PA05.05, tsm-24000 TSM-24 5PA05.05 and TSM- 250PA05,05. TSM-200PA05,10, TSM-205PA05.10, TSM-210PA05,10, TSM-215PA05.10, TSM-220PA05.10, TSM- 225PA05.10, TSM-230PA05,10, TSM-235PA05,10, TSM-240PA05,10, TSM-245PA05,10 and TSM- 250PA0510, TSM-200PA05.1 5, TSM-205PA05,15, TSM-21 OPA05,15, TSM-215PA05,15, TSM-220PA05,15, TSM-225PA05,15, TSM-230PA05,15, TSM-235PA05.15, TSM-240PA05. 15, TSM-245PA05,15 and TSM-250PA05,15, TSM-200PA05,18, TSM-205PA05,18, TSM-210PA05,18, TSM-21 5PA05,18, TSM-220PA05. 18, TSM-225PA05,18, TSM-230PA05. 18, TSM-235PA05,18, TSM-240PA05.18, TSM-245PA05.18 and TM-250PA05,18, TSM-155DA01, TSM-160DA01, TSM-165DA01, TSM-170DA01, TSM-175DA01, TSM-180DA01, and TSM-185DA01. ATM for Report SH 11031298-001 Page 2 of 2 ATM lssue& 19-Ju1-20 ED a y 4 RW- 10r h4andAlory CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 100408 Issued: 05/17/11 e Stipulations: 990 sq ft Detached Garage. =This certificate verifies that the buildin g constructed and / or the use proposed of the building and/or premises, under {the above permit number and on property described below, ;;does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing .:'requirements for the City must be met. fit, Site Address: 3801 URBAN ST Parcel Number: 39- 291 -03 -002 Owner: LaurieSchafer 3801 Urban St Wheat Ridge CO 80033 Contractor: For the Following Pu Code Editions 06 ICC /2008 NEC 7Z2006 ICC /2005 NEC 2003 ICC /2005 NEC _ Sprinkler System rpose: Res. Garage /Carport NO change shall be made in the USE of this building without prior notice and a new Certificate of Occupancy from the City of Wheat Ridge. t c' ,,. B i ding Inspector M Zoning Administrator RTIFI "CATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 05/17/11 13:32:51 City of Wheat Ridge bp70l -ls PERMIT INFORMATION - 100408 PERMIT INFORMATION: Permit#: 100408 Address: 3801 URBAN ST Permit Type: Res. Garage /Carport Parcel Cd: 39- 291 -03 -002 Permit Dt: 02/11/2010 OWNER: LaurieSchafer Expires: 05/31/2011 Address: 3801 Urban St City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 1 SetBacks- Front: 0.0 Foust Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: POOLE MINOR SUB Annex DL Right: 0.0 Cant Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: JOB DESCRIPTION: Install 990 sq ft garage FEES QTY DUE PAID: Permit Fee 24,344.10 508.70 508.70 Plan Review Fee .00 212.36 212.36 Plan Review Addtiona .00 118.30 118.30 Total Valuation 24,344.10 .00 .00 Use Tax 24,344.10 438.19 438.19 ---- - - 1,277.55 - - -- --------- 1,277.55 CONTACTS: owner LaurieSchafer 3801 Urban St Wheat Ridge CO 80033 3039160910 sub CL4 Barry Schafer Barry Schafer 3801 Urban St Wheat Ridge, CO 80033 3039160910 PARCEL INFORMATION: 10 Structure Type 2STY 20 Year Built 1992.00 30 Property Type RESID PERMIT CONDITIONS: SS:FOr one- or two - family dwellings, the first twenty -five feet (25 of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. As stated in Variance WA- 09 -12: (1) The garage materials should be high - quality and compatible with the architecture of the house. No metal is allowed. (2) Residential parking reguations (Section 26 -501) of the Muncipal Code limit the number of commercial vehicles that may be parked on a residentially zoned property to 1. KC: Approved per attached plans and notes. Subject to field inspection. Must comply with 2003 IRC, 2005 NEC, and all applicable City of Wheat Ridge Municipal Codes. Page mmackey APPROVALS: Req Apprv'1 Date Approver Note Zoning 01/29/10 Sarah Showalter Approved pursuant to variance case WA -09 -12 /Schafer. .REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 05/17/11 13:32:51 City of Wheat Ridge Page 2 hp701 -1s PERMIT INFORMATION - 100408 mmackey 03/07/11 Owner submitted extension letter. Given to JS for review. 03/07/11 JS: Approved until 05/31/2011. 02/11/10 CREATED FROM APPL# 09 -0411 01/29/10 Reviewed and approved pursuant to variance WA- 09 -12. Sent to Kirk (KC) for review. 01/22/10 Administrative variance (case WA- 09 -12) approved for side setback of 12.5 feet only. Rear setback must be 10' due to utility easement. Owner to resubmit site plan. 11/13/09 Zoned R -lA. Only 15' setback is shown from 38th where 25' is required. Owner called. They may pursue an admin varia 11106109 Given to MR for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS OF STATUS 1 cas:Caissons 08 -0154 03/08/10 no cci 03/09/10 03/08/10 COMPLETE 2 SHE - Sheathing /Sheer Insp 07/26/10 no KC 07/26/10 07/26/10 PARTIAL 3 ERZ:Electrical Rough Ins 08 -0154 10 /08 /10 no KC 10/11/10 10/11/10 COMPLETE 4 FRI:Framing. Rough Insp. 08 -0154 10/08/10 no KC 10/11/10 10/11/10 INCOMPLETE 5 ERI:Electrical Rough Ins 08 -0154 10/15/10 no KC 10/18/10 10/18/10 COMPLETE 6 FRI:Framing Rough Insp. 08 -0154 10/15/10 no KC 10/18/10 10/18/10 COMPLETE 7 MLS:Mesh /stucco /lath 08 -0154 12/08/10 n0 BCSI 12/09/10 12/09/10 COMPLETE 8 GAS:Gasline Inspection 08 -0154 03/09/11 no BCST 03/10/11 03/10/11 COMPLETE 9 DWS:Drywall screw /nail 08 -0154 03/29/11 no MV 03/30/11 03/30/11 COMPLETE 10 BFI:BUilding Final In.p 08 -0154 05/16/11 no MV 05/17/11 05/17/11 COMPLETE 11 EFI:Electrical Final Ins 08 -0154 05/16/11 no MV 05/17/11 05/17/11 COMPLETE E Ri o,v uyv£C^ uti lLfrhL _l/4ffleC,e - AY rf PfHtLCrD oN l �i l or-ui1II-L pl?oflexT ♦� �. CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office;' (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type z0 Job Address r 61 . vlr Permit Number s � Y �. f ' h l x ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes /'No; q, r *When corrections have been made, call for re- inspection at 303-234-5933 �1 Date: �' i lf Inspector: DO NOT REMOVE THIS NOTICE INSPECTION RECORD OccupancVITVpe ®'INSPECTION LINE: (303) 234 - 5933 Inspections will not be made unless this card is posted on the building site Call by 3 :00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR COMMENTS: _ INITJQLS Footings /Caissons Stemwall / (CEG) Concrete 3 Encased. Ground - ReinforcingorMonolithic 1;, Weatherproof / French Drain - a SewerrService Lines >Water Servi Lines ; POUR NO CONCRETE UNTIL ABOVE HAS BEEN "SIGNED CONCRETE $LAB FLOOR Electrical rid ,erground) 3 Plum bing (Uri eryround H eating (Underg round')- Do NOT POUR FLOOR UNTIL ABOVE HAS - 'BEEN SIGN ROUGHS Sheathing — ; �E)�LY7�. (1( 4/ Lath / Wall tie Mid Roof os... ElectncalService Rough Electric Rough Plum f, Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING j Framing I nsulation Drywall Screw FINALS - Electrical — Plumbin - �" Mechanical — Roof Building Final i —{ Fire Department R.O.W S Drainage _ INSPECTIONS FOR PLANNING E ZONING, FIRE AND PUBLICE WORKS j a - Parking R Landscap rig I SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS g4" ""NOTE: ALL ITE S MUST BE C OMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE UPANCY IS ISSUED. FI J , AL INSPECTION BY THE BUILDING DIVISION NOT CONSTITUTE AUTHORIZATION' -' _ OF A CERTI FIC/{ ?E OF OCCUPANC NOR PERMISSION FOR O CUPANCY. - - -'` = C?CCUPA ICY NOT PERdVI TED UNTIL CERTIFICATE OF�`OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER �- INSPECTION RECORD Occupancv/TVpe INSPECTION LINE: (303) 234- 5933_ Inspections will not be made unless this card is posted on the building site 'Call by 3:00 PM to receive inspection the following business day. cG A ICY INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB *' FOUND/ PECTIONS DATE INSPEC DR COMMENTS: Footing, ins - Ster -1z Concrete - Eric: _ ound - Rei orciog or Monolithic _ Weat herproof / Fr Drain Sewer Service Lines — Water Service Lines ___ PO UR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED If CONCRETE SLAB FLOOR Electrical (Underground) Heating (Undergro ROUGHS -Lath / Wall tie Electrical Service Rou Electric Ro ugh Plumbing Gas Piping Rough Mech anical Framing Insulation Plum Mechanical i 'Roof 1 • Building Fin —� Fire Department - ' - - - - -j R.O.W S Drainage INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLICE WORKS _a Parking 6 Landscaping - SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "`NOTE A!:1_ ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A � CERTIFICATE ATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OFF, CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. J OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEAT CITY OF WHEAT RIDGE uilding Inspection Division 73) 234 -5933 Inspection line 235 -2855 Office, * (303) 237 -8929 Fax Job Address Permit Number tY ).. -..:,. I ��1r2J �C .. r CITY OF WHEAT RIDGE Building Inspection Division J (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE �;v l z Inspection Type Job Address a s� „Permit Number y ob' c ..� ze- a , S.✓ i' f 5t t,% U foe r i ❑ No one available for inspection: Time ' ? '- A IOM Re- Inspection required: Yes t No When corrections have been made, cal re -in io"t 303 - 2345933 Date: f! Inspector: DO NOT REMOVE THIS NOTICE / / _[ �V O(J ! //� J v :5 So w k4< c o r r7e- Z--d a-6��� �a any s /av R`,3 Ec EIZ D 7� �� rO � �" X03- � /�r�� M ,MAR 0 7� ♦ All i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 ice • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 1.4.51 /5/7" n� �4 l Job Address: '3'S 5f— Permit Number: rraz ��02 P ❑ No one available for inspection: Time 7 :35 AIVI�glM Re- Inspection required: Yes No When corrections have been made, call for re - ins ecti n at 3D3. 234 - 5933 Date: 7 Inspector: Pp'-E 1 . DO NOT REMOVE THIS NOTICE t ♦�j4 •. . CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type "RE's Job Address M91 t�AgA,v 57 Permit Number tgv lc - �qyn' ❑ No one available for insp 'S ' AN1�P�M ection: Time �;d ,. Re- Inspection required: Yes €� R E, "When corrections have been made, call for re- inspection at 303 - 234 - 5933 +. r, Date: loll, AP Inspecto SF . r DO NOT REMOVE THIS NOTICE ♦� CITY OF WHEAT RIDGE j Building Inspection Division +// (303) 234 -5933 Inspection line —� � (303) 235 -2855 Office - (303) 237 - 8929 Fax INSPECTION NOTICE Inspection Type E ,5 Job Address 39'® J vQA 5;7 Permit Number trst�yt�6' ♦ i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: P071A1_ Job Address: 38d I f,7Ae31g1y sr Permit Number: /e9 , 22YOF ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes When corrections have been made, ca0 for re- inspection at 303 -234 -5933 Date: `/ f4 Inspector: - DO NOT REMO E THIS NOTICE m d i CITY OF WHEAT RIDGE ` Building Inspection Division (303) 234 -5933 Inspection line ( 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: i 2 ( 151- 00'S) Job Address: ;3 '0t0 ra Permit Number: ❑ No one available for inspectio Time �� .1 AM PM Re- Inspection required: Yes No When corrections have been made, call for re inspection at 303 - 234 -5933 Date: - Inspector:::: O NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS:')!? Y DESCRIPTION:] S ST aluation : L ~c, W HEq~ yoF City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 c~<orxnoo Inspection Line: 303-234-5933 Building Permit Application Date: II G/ Plan Z)q-~`~I / Permit#: /m#z Properiy Address; ~'Q f ~~'~Q Sly Property Owner (please print): Mailing Address: (if different than property address) Address: State, Zip: Phone: X05-`4 / Contractor: Contractor License Phone: ?03- 916 - 3J Y Z j Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date:_ Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ 0009 DCSCkIptlOn of works ' (as calculated per the Buildinv Valuation Data sheet) ~,ri iJ7.vrf"r5/vrrA2 x'rdrddL.~- .c'_,✓: I£i7~ ~E!z?. ,(ly~sTi $t- c~-A✓~G~ Plan Review (due at time of submittal): Sq. Ft./LFt added: !tSL Squares 9. - BTU's Gallons Amps OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: La (CONTRACTOR) or PERSONAL REPRES NTATIVE of (OWNER) (CONTRATOR) PRINT NAME: La t,Ljr j2 Qf ~ SIGNATURE: f I A.(a 'A 1!t a, Date: C Bldg Valuation: $ of r/, d 91 1 % i i' 6/18/02 d Colorado Chapter of the International Code Council How to Use this Guide Provide two sets of plans and complete the following: I Complete this Building Guide by filling in the blanks on page two and three, and indicating which construction details will be used. 2 Provide 2 Plot Plans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines, drawn to scale. The Colorado Chapter of the International Code Council is a professional organization seeking to promote the public health, safety and welfare to building construction. We appreciate yourfeedback and suggestions. To obtain a master copy" of this building guide, please write to the Colorado Chapter of the International Code Council, P.O. Box 961, Arvada, CO 80001. This handout was, developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000, International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Clty O 'Wkeat Ridge of WHEAT Bui tng (Division P'a 7500 `W. 29` ,4ve. u m `Wheat Ridge, CO 80033 (303235-2855 CO~ORpD~ u 6116102 rh Note: For roofs with slopes between 2:12-4:12, follow manufacturers instrustions for low slope application of roofing material. russ or z rafters spaced-" O.C. Sheathing y " Cz513 (example: Put checon rk in box-or-2x 10 Rafters Spaced 24' O.C.) (example: Vz' extenorplywood) I Minimum lx ridge board Roof covering t>>~r~NS<v~~G. vl~~s (example: 1 x 12) 11 (example: Class A 3 tab shingles) 1 Provide roof tie downs and solid 2x blocking between rafters (2x12 or greater) Note: Pre-engineered roof trusses w/truss clips and hardened nails may be used in'41e64roof structure shown. l;s Pt~f I wfnd:bk%ly ood shear panels ~t _ $et I~"11 fipY J', ~ Eat e~ t .S 1 - (see page 4) This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Underlayment >~>f/irk si~ly /cramnly f favor 151 foal Ceiling Insulation / -3 (itheated - example: R-38) 2x q ceiling joists @ a% b.C. (example: 2 x 8 ®24'O.C) Double 2xMop plate (example: 2 x 6) Span ' (example: 23 5 ) Ceiling height /3 'o " (example: 8) Siding `o,eA.c Srvcc'o (example: lap' or T-111) Wall sheathing ' ~S? (example: 1/2Wenorplywood) h_ 2x__d~_studs @/,g;rO.C. : ft (example:2x6 C.) Cont. 2x_,~__sill plate (example: 2 x 6) Wall Insulation R y (1lheated-example: R-19 Fiberglass Batts) S7_~~E 14-T7A'-FlY F.?17- 4 131 ~R 2118/01 ' I I ' I ~ r I , r t 1 r I r, I 11 ~ I , • I I 0 I I U 1 I Vz" x 10" steel anchor bolts 6'-0" - '/z" x 10" steel anchor bolt 6'-0" O.C. max., 7" min. penetration max. Lap siding over O.C. max., 7" in. per 'on max. " " 12" fmm miner and 12" from each oundalion a t 2 from comer a 2 from each end of plate (min.2 bolls per plate). min of 1" end of plate ( " .2 bolts per plate). Bottom ate shall be min. 8" Lap siding over Bottom plate shall be min. 8" abo grade, or be treated foundation a above grade, or be treated " b" min ( or decay resistive wood minimum of 1 . wood or decay resistive wood . Finished ' grade - 3 /z Minimum concrete slab 3 t/z" Minimum 6" mm Concrete Slab Fibe b ex ansionoint P 1 Finished grade " Provide #4 rebar vert. 18" min • L #4 rebar min. 36 O.C. insert rebar into come f { cont. top 8 Note: Check ooting or keyway I - Note: Check with local bottom ith 18" No ing . building department for g^ laps departmn for swelli g soils . I #4 rebar min. continuous top of slemwall 8 at footing with 18" laps swelling soi Ca "a ons ma m required. J y ~D'e regmred. T Extent of header - Double portal frame (two braced wall panels) Extent of header Single portal frame (one braced wall panel) " 6'to18'- ,000 lb. strap J 1,000 lb. strap opposite sheathing Typical portal frame t ti . cons ruc on s en top-plate to header with two rows of 16D sinker nails at 3" O.C. ryp. 'T For a panel splice (if asten sheathing to header with 8D common or needed), panel edges galvanized bgx.nails in, 3". qqd pattern as shown and shall be blocked, and ' Max. ~ 3"'O.C in all framing (studs, blocking, and sills) typ. occur within 24 of height mid-height. One row 10' of typ. sheathing-to- Min width = 16" for one story structures framing nailing is Min width=24" for use in the first of two story structures required. If 2x4 blocking is used, the Min framing I 2z4's must be nailed ' I Min. double together with 3 16D " min. thickness wood 2x4 post sinkers structural panel sheathing Min. 4.2011 lb tie~own device (embedded into concrete and na'I d " t fmmin b Min. 1,000 lb. , lie down See Section R602.10.6.2 device This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2006 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Subject to Field Inspections Wheat Ridge Building Dept. Checker ::q 4 6/18/02 rh Directions ~rr Fill in the blanks on pages 2 and 3 with dimensions and materials which will be used to build the structure. Please print legibly. K //0, 519 2. Indicate in the check boxes on page 3 which detail from page 4 will be used. Note: Heated garages may require special provisions. Dimension Locate and Indicate rafter or detail bracing MM41TU;6,111 truss direction 13 Garage is heated ❑ Garage is not heated Show door and window header sizes and location and size of landing in front of door Floor 31/2" minimum concrete slab - U c~ x 'C' header (example: (2) 2 x 10 Note: If roof trusses or rafters bear on header, special header design may be required V Double 2x4 or 2x6 trimmers each 3 I end of overhead door header Garage door opening width Dimension* 2v.r * 2' 8" minimum, with plywood sh( with hold downs. If less than 2'8, This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. may be Wheat Ridge Building Dept. Date.: 121 1/2" x 10" steel anchor bolts 6'-0" O.C. max., 7" min. penetration max. 12" from corner Lap siding over foundation a and 12" from each end of plate. minimum of 1". Bottom plate shall be min. 8" above grade, or be treated wood or decay resistive wood 31/2" Minimum Concrete Slab 6" min. Finished grade W 18" min. Note: Check with local building #4 rebar min. cont. top & bottom j It department for swelling soils. Caissons may be required. T 1/2" x 10" steel anchor bolts 6-0" O.C. max., 7" min. penetration max. 12" from corner siding over foundation and 12" from each end of plate `a minimum of 1° Bottom plate shall be min. 8"-abovg ra[de, or d ~ d be treate wo ay rest + e woo Finished grade Note: Check wi k1ocal building department swelling soils. Caisson ay be required. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. iimum concrete slab 1v' ICIA[ he issumici of apar . Or shall notbe apermit for, Oran a of ;he City shah not be valid. 3" #4 reba min. continunFpcp O bV5 bat footing SuDiect to Fl Wheat Ridge Building Dept../ a Date..'~,X(!.{t:7 41 O C insert I footln oakeywy<" vF ,?A t -DATE X7779,e#M5V7-!4 ~iQOV!!J€ ~d:~-11'T VS%✓73d✓1-T/C~~ ~~AG€v t4/11~1 PA.IAL iJE1-4-aL £xcs£tU/.v6 ffg°rgiFT oz7dr.' s~fFfF ,4/Fl>.siaf cv✓ rr! Js7s itd , nl rF' S7?W6t''2 Eiy✓I c%a4®c s't r~ S r U .41/ El Ac -rP>dAl aYa-lAt% &7vn,41 ev;rct e 5 ~wr-~ 3, 4ai ;y?11 5tt4z% li! 2PLy d17V ot'oo3. -R~ APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date. Signe Plan Checker It~W18 W(.fn r~ CLUe¢C 1'Ty Slg1~(~ -!JC a,v y Gaut Cbpu-VA-F_1tei11{ I/GffleCE u ~i X r t ni cuclJ aa~ A-6-'Y / G)Ew f~R~f KTy. 9JI SURVEYING 8681 E. AMHERST DR. #F DENVER, CO 80231 L-0369 f PHONE 750-6242 N $9* 36•T• G~e1 a~ d ,w s a c Fri J 3 h 0 O 0;N 'i ;7 '0 1-, ` in k-~P T•55 62.0 ~ j 8c f y ~ we a j. FOUNOhTwY Y 7 on,i.~ a 0.6 ~ 0 ` N r ~v. ~Q ~ uJ . p~ > t^ STREET ADDRESS: 12365 W. 38TH.AVE., WHEATRIDGE, CO. LEGAL DESCRIPTION: LOT 1, POOLE MINOR SUBDIVISION, COLORADO. IMPROVEMENT LOCATION CERTIFICATE: MORTGAGE COMPANY: FIRST BANX WESTLAND - TITLE COMPANY: LAND TITLE (B2986184) BORROWER: SCHAFER, BARRY AND LORI MAY 17,1991 V d N N 3 .0 ,Y AliPR0VED Subject to Field Inspections Wheat Ridge Building Dept. Date..e?/ Signed`W Plan Chec I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR. THE . ABOVE, THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, MAY 17,1991, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON iHE.DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF A14Y EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED, AND THAT THE PARCEL IS NOT IN A 100-YEAR FLOOD PLAIN AS SHOWN BY F.I.R.M. MAP,COhLM[INITY PANEL NO. 085079 005 C. AIS BRUCE R P.L. .110717 tL17 a I 1N! ACTION RECORD OGCUpancvlTVpe :IECTION LINE: (303) 234- 5933 Inspections - made unless this card is posted on the building site Call by ` 'receive inspection the following business day. 'k I) )il INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATIOM DATE INSPECTOR INITIALS COMMENTS: Footings /Ca Stemwall / (Encased GrReinforcing Roof (; jfff <' /ion IJLe� 'C IY v2 Z.Z Weatherpron Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) FINALS Electrical Plumbing Mechanical Roof (; jfff <' /ion IJLe� 'C IY v2 Z.Z Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * `NOTE: ALL ITEMS MUST BE COMPLETED. AND APPROVED BYPLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUR DING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICA PE TE OF OCCUPANCY NOR OCCUPANCY. Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing jDryw E jo crew ROUGHS Sheathing Lath /Wall tie Mid -Roof fl_a-t9� Electrical Service Rough Electric Rough Plumbing OCCUPANCY NOT PERMITTED UNTIL CE PROTECT THIS CARD F CUPANCY IS ISSUED ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /"~,t/w-& Job Address: °unD/ U/~13~,ti. Permit Number: / X726 qS Y~~oyPG~ ❑ No one available for inspection: Time 12: S AMI~M j Re-Inspection required: o *When corrections have been made, call for re-inspection at 303-234-5933 Date: /CJ'0~ Inspector: / Ii DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division I (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~r 'mr Job Address: 2 go/ off 9,, Permit Number: V ~1 IWO5 ❑ No one available for inspection: Time E/ ~e1 Re-Inspection required: Yeso *When corrections have been made, calf foreegn7rction t 303- 34-5933 Date: l , ,M inspector: `zg ll,~G'' DO NOT REMOVE THIS NOTICE " 1 City of Wheat Ridge _0 Residential Roofing PERMIT - 092695 PERMIT N0: %092695 ISSUED:: 09/24/2009 JOB ADDRESS: 3801 URBAN ST EXPIRES.: 03/23/2010 DESCRIPTION: Overlay 47 sqs.. **CONTACTS owner 303/916-0910 Barry Schafer **.PARCEL INFO ZONE -CODE: UA.USE: UA SUBDIVISION:: 0681 ..'.BLOCK/LOT#: 0/, FEE SUMMARY ESTIMATED PROJECT VALUATION: 19,400.00 -F FEES Permit Fee 235.70 Total Valuation 4 _ Use rTax 00 169.20 f t4~yy~ TOTAL 404.90 ,s4 ;rv+ l; Conditions: 6 nail installation & mid roof inspection required. Board sheathing spaced more x` z5! J. 5z ~oFw"E9Tgo City of Wheat Ridge Building Division m 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 o Inspection Line: 303-234-5933 O<ORP~ Building Permit Application Property Address'. SRO _ U rL Property Owner (please print): Mailing Address: (if different than property address) Date: Plan Permit Phone: Address: 3,3o l U I s1 City, State, Zip: I A l l P. 44- 1 r r. <,~-nr :Z, Contractor: Contractor License Phone: Q - Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): V(~-( l a ~.f Construction Value: $ glto a Description of )Work: (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Sq. Ft./L.Ft added: Squares L4.~J_ BTU's Gallons Amps OWNER/CONTRAC -OR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE. (OWNER) (CONTRACTOR) or PERSONAL REPRES]r(JT`AT- Tof (¢VyNE(COpFTRATOR) PRINT NAME: SIGNATURE: 4`fJ/,( slJ~/I / Date: 7 a 9-( ~ )01 baA-,Lw AL50 ADMITTED CALf FORNIA J. TODD TENGE, LLC ATTORNlY AT LA W THEETET[RRVILDINCi 1050 WALNUT STREET, SUITE 401 RO V L UER. CO 50302 -5143 CC~(a GP) v TEL (303) 443-6509 F.+,X (303) 943-0305 August 5, 1998 REGISTERED MAIL RETURN RECEIPT REOUESTED Numbered consecutively P 153 958 636 thru 638 Ms. Gale Norton Attorney General DW6 1525 Sherman St., Sth Floor Dft Denver, CO 80203 Cty ae V . City Tre.as: Gerald Dahl, Esq. Gorsuch Kirgis, LLC 1515 Arapahoe St., Tower 1 #1000 ~ Denver, CO 80202 ,A--- CK - gu ~ n n c n r i Ms. Gretchen Cerveny Mayor - City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80215-5924 Re: Claims f Barr chafer and Laurie Schafer. Address { , Dear Ms. Norton, Mr. Dahl and Ms. Cerveny: COUtiCII: Mayor. City Adro: City Atty: Dept Heads: Pursuant to C.R.S. §24-10-109 (as amended), this letter will serve as no[ice on behalf of Claimants, Barry and Laurie Schafer. For purposes of this notice, Claimants are represented by • " J. Todd Tenge of the Law Firm of J. Todd Tenge, LLC, 1050 Walnu[, Suite 401, Boulder, CO 80302. During mid to late February, 1998, Claimants discovered that certain property improvements loca[ed in Appletree Lane Subdivision, in Wheat Ridge, Colorado, resulted iy&n 0~ alteration of historic drainage of storm water such that ihe North East corner of Claimat's property located at 3801 Urban Street, Whea[ Ridge, CO 80033, was receiving appreciable vger o° and, in fact, was being flooded. The flooding is a continuous trespass. The flooding is a nuisAce m* to Claunants and reduces their property value and enjoyment of their property. ~m a 3 0 p -1 T y7 c.n T- 0 ~ nm m Ms. Norton, Mr. Dahl, and Ms. Cerveny August 5, 1998 Paoe Z Upon infortnation and belief, the Ciry of Wheat Ridge city council, City of Whea[ Ridge Planning Commission, Ciry of Wheat Ridge administrators, City of Wheat Rid;e Mayor, Ciry of Wheat Ridge Administrator, City of Wheat Ridge Public Works Department, and the Ciry of Wheat Ridge's agents, representatives, and/or employees acted carelessly and/or negligently, and without required due diligence and in derogation of state statutory, municipal and common law, failed and/or refused to require the developer, Wallace Rice and Ricorp, to submit drainage studies and plans for the proposed improvements to Appletree Lane Subdivision which would not resul[ in harm to Claimant's property. Said negligence and/or omissions resulted in plans and studies being approved by the City of Wheat Ridge which, when constructed, harmed Claimants and their property. Upon information and belief, the City of Wheat Ridge city council, City of Wheat Ridge Planning Commission, Ciry of Wheat Ridge administrators, City of Wheat Rid;e Mayor, City of Wheat Ridge Administrator, City of Wheat Ridge Public Works Departmen[, and [he City of Wheat Ridge's agents, representatives, and/or employees represented to the Claimants that the improvements to Appletree Lane Subdivision, and particularly to the fronta-e of Claunants property, 38th Ave, Urban Street, and the fronta.ge to the rear of Claimants' lo[, would be apportioned such tha[ the developer would pay for certain items, the City of Wheat Ridge would pay for certain i[ems, and Claunant's would pay for certain items. The City of Wheat Ridge, by and through its agents, representatives, and/or employees, reneged on the arran;ement with claimants as to the cost apportionment of the unprovements, a(( to the detrirnent of the Claimants. Further, the Ciry of Wheat Ridge, by and through its agents; representatives, and/or employees has attempted to place a lien a;ainst the Claimants' residence located at 3801 Urban Street, Wheat Ridge, CO 80033. As a further damage to the Claimants, the City of Wheat Ridge, by and through its a;ents, representatives and/or employees, authorized and approved the developer's removal of a 6(sia) foot wide section of stree[ 2nd sidewalk at the end of Claimants' driveway (between [he end of their driveway and Urban Street), the removal of the Claimants' fencing in the area, and destruction of portions of Claimants' landscapin; in the area. The removal of this section lefr Claimants with a 6(six) foot wide dirt/mud gap between the end of their driveway and Urban Street. This resulted in nuisance, loss of enjoyment of Ihe Claimants' property and ultirnately, will cost Claimants' by way of pouring concrete to close the gap, as well as rebuilding fencing and landscaping in the area. Claimant's injuries and damages are the proximate result of the negli;ent acts and omissions of the City of Wheat Ridge city council, Ciry of Wheat Ridge Planning Commission, City of Wheat Ridge administrators, City of Wheat Ridge Mayor, City of Wheat Ridge Administrator, City of Wheat Ridge Public Works Department, and the City of Wheat Ridge's Ms. Norton, Mr. Dahi, and Ms. Cerveny August 5, 1998 page 3 agents, representatives and/or employees, as well as the negligence or omissions of the agents, representatives and/or employees of the State of Colorado. As a direct and proximate result of the negligent acts or omissions of the City of Wheat Rid;e city council, City of Wheat Ridge Planning Commission, City of Wheat Ridge admuustrators, City of Wheat Ridge Mayor, City of Wheat Ridge Administrator, City of Wheat Ridge Public Works Department, and the City of Wheat Ridge's agents, representatives, and/or employees, and/or the aaents of the State of Colorado, Claunants have suffered and will continue to suffer damages in the nature of flooding of their property, loss of enjoyment of their property, anxiety and mental distress, emo[ional distress, out-of-pocket losses related to paymen[ for improvements, landscaping, concrete expenses, liens upon their property, attorney fees and costs. Claimants give notice of their intent [o file a claim, by and through the aforementioned attorneys, against the City of Wheat Ridge, City of Wheat Ridge city council, City of Wheat Ridge Planning Commission, City of Wheat Ridge administrarors, City of Wheat Ridge Mayor, City of Wheat Ridge Admuustrator, City of Wheat Ridge Public Works Departmen[, and the City of Wheat Ridge by and through its agents, representatives, and employees, seeking damages as permitted by law, removal of any liens upon Claimants' property, an injunction, and declaratory relief seeking to restore the drainage on and around the Claimants' property to its historic condition to eliminate the flooding upon the Claimants' property The full amount of those damages remains unknown; however, upon information and belief, these dama;es may exceed $100,000.00. Upon information and belief, the following public employees may have been involved in causin; or contributing to Claimant's damages: 1. Robert Goebel, P.E., Director of Public Works/City En;ineer, City of Wheat Ridge 2. Robert Middaugh, City ManagedAdministrator, City of Wheat Ridge 3. Greg Knudson, Development Review Engineer for City of Wheat Ridge 4. Gretchen Cerveny, Mayor of City of Wheat Ridge 5. Jack Hurst, Interim Planning & Development Director, City of Wheat Ridge 6. Dave Kotecki, Sr. Project Engineer, City of Wheat Ridge 7. Meredith Reckert, Senior Planner, City of Wheat Ridge 8. Members of the Planning Commission for City of Wheat Ridge whose specific names are presently unknown. 9. Dan Wilde, former Mayor, City of Wheat Ridge 10. Members of the City Council for the City of Wheat Ridge, whose specific names are presently unknown. 11. Bonita Jackson, City of Wheat Ridge Chairman of Public Works Commission 12. Alan C. White, Director of Planning and Development for City of Wheat Ridge Ms. Norton, Mr. Dahl, and Ms. Cerveny August 5, 1998 page 4 Additional individuals who were involved in the acts or omissions which caused the injuries and damages suffered by the Claimant are not known at this time and the names of John Doe, John Roe, and Mary Jones are hereby stated as unknown agents, employees and representatives ofthe City of Wheat Ridge. Current addresses of these individuals are presently unknown. Very Truly Yours, J. Todd Tenge JTT\arc cc: Barry and Laurie Schafer j . . , . . BUILDING USE TAX AFFADAVIT JOB SITE ADDRESS: gyDl GLX611N PERMIT N0. C~'T I#7 ~7~1 LEGAL DESCRIPTION: LOT / BLOCK ADDITION: NAME: ,67/S yy 41VL> t--TILC-eIC BUSINESS ADDRESS: 3yo/ PHONE: CONTR. LIC. N0. OWNER NAME : ,~~~~V 1q,,Vb LRLtglc OWNER ADDRESS: ST- PHONE: L fielt~~4 ~?(D 60915 TYPE OF STRUCTURE: .vE-V 4s s 4~7- VALUATION OF WORK: 1651 ooc, b-° ESTIMATED MATERIAL COST: ESTIMATED USE TAX: aDC,L~ ~ (160% of est. job cost) ~ (2% of material cost) EST. LENGTH OF PROJECT: 6 ~ti1I~/UT~-fS I, L~L(~S'~~ ~))A FtRacting as representative for Authorized Agent have elected to not remit the estimated building use tax at Ehe time of permit, and, instead have filed application for a Retail Sales/Use Tax License whereby I(we) will report actual sales/use tax due on a monthly reporting basis. Approved By: Date Date: APPROVAL: Certificate of Occupancy DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WtST 29th AVENUE BUILDING INSPECTION DIVISION 237-6944 ExT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE COLO. PERMIT N0 /j7 1 d 17~4 O , THIS PERMIT VAUD ONIY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. 7(yD~ n~ APPUCATION FOR MISCELI.ANEOUS PMIT JOB ADDRESS .7 I L~~-+1 ~J OWNER ~.~~~!~;1 k'Z~~pYr CONTRACTOR ADDRESS n ADDRESS PHONE ~ 21P CODE V-3 CITY ZIP CODE CONTRACT PRICE d PHONE LICENSE NO. DATE 3 ` 13 1 TYPE GrOUnA❑ 1 Woll❑ Pwiecfinp❑ 0ther SaDFeCst . MATERIAL 2 Totel Squme Feet SIGNS . ILLUMINATION Yq❑ No❑ 3 Type Elect Pvmit No . 4. SET BACK FROM PROPERTY LINE N (Spxily which ie front ) _ ❑ 5_ E ❑ - W ❑ ❑ . Zone_ . AOprwM,ZOne I^spector DisapprOVed I, TYPE SolidEg More Than BO% ODSnO S. MATERIAL C r CA e Less Than 80% Opsn Heipht ~ FENCES 3. SET BACK FROM PROPERTY LINE N (SDecify whieh ie tronf ) _ ❑ S_ E ❑ _ W ❑ ❑ Zms Apprw ns Im ~etw DinapDroved ~ • I . 2 OTHER 3 . DRAW SKETCH pR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIViNG D15T4NCE5 FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCI.UDEO) i ~ J I~i Y r z SPECIFV NORTH ~ N STREET NAME SHOW DISTANCES FROM THE MAIN BUIIDING TQADJOINING HOUSES, STREETS, ANO PROPERTV LINES; ON IRREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STAFTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE NO. PLUMBING PERMIT STATE LICENSE NO MECHANICAL PERMIT ALUMINUMWIREUNOERSIZE8ILLEGAL FLOOR BSM IST 2ND 3RD 4iH N0. FUEL:CimJsOnWGaiqlROpana EbcSWw Np, WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW $ERVICE - AMPS BATH TUB STEAM - 8TU CHAN6E SERVICE-AMPS SHOWER Alii CONDITIONING-8TU LIGHTING SINK OTHER HEATING GARBAGE DISF REFRIGERATION SYSTEM POWER SU8-CIFCUIrS WATER HEATER Retri erant Grou UTIIITY(RANGE,DISPOSER,ETC.) AUTO. WASHER Pounda Char a FIXTURES DISH WASHER AUTOMA7IC SPRINKIER SYSTEM WIRING MOTORS 9 CONTROLS FLObR DRAIN ELEVATOR SI6N$ URINAI TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OlD WORK OTHER MOTORS OVFR I NP TOTAL FIXTURES I i I . . 1 . ' /REMARNS ' t vv - I hereby ocknowledqe tnat this apvlico- tion is Correct and underetand thot I cannOf start this pro1bU unlil this oppli- totion is opproved. I shall compiy wiM the lows of Ihe Slate ol Colorado ond to the ZoninQ Repulatione ond BuildinQ Code ofthe Lity of Wheai Ridpe. Any violofion of the above lerme will cause immediate revocotion of this Oermil ~///1L 1 'S/ , /J [ J~ ~OCiieanl~ ljdnmun ✓ PERMIT FEE USE TAX TOTAL FEE $ CHIEF BUILDING JKISPECTOR,CiTy of Wheat Ridqe ~ Dafe Issued ~ i Z- % i VALID UNLE55 RECEIPTED CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS BJI SURVEYING 8661 E. AMHERST DR. #F DENVER, CO 80231 ~y 17,1991 L-03Fi9 PHONE 750-6242 N 89' 36•Z ~ t'T•35 ydN t~ j N I ~ L4o ~3 I w M ! W ~ ~ ~ Z3~5 I a N Lo I i~ ~ y FpUNDhT~o4 r ~ S a oN~.~ ? 4 p 7 J I 0.6I, . Sca~~ 1'= 3 ~ r , ~ „pL~ N I UI v~ , Q ~ .D O~ I 31. Di 40 ~ O ;7. a~.p9 ~ 5? b ~ STREET ADDBESS: 12365 W. 38TH.AVE., WHEATRIDGE, C0. LEGAL DESCRIPTION: LOT 1, POOLE MINOR SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLOItADO. IMPROVEMENT LOCATION CERTIFICATE: AiORTGAGE COMPANY: I'IRST BANIS 6dESTLAND TITLli COMPAIVY: LAND TITLE (B2986184) BORROWER: SCF[AFER, BARRY AND LORI I HEI2EBY CERTIA'Y TNAT TAIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR 'LHE ABOVE, 'Li3AT IT IS NOT A LAND SURVEY PLAT OR IPiPROVEMENT SURVF.Y PLAT, AND TfiAT IT IS VOT TO BE RELSEll UPON rOR THE BSTABLISHMENT OF FFNCE, BUILDING OR OTHER FU'fURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPBOVEMENTS ON TfIE ABOVE DESCR:CBED PARCEL ON THIS DATE, MAY 17,1991, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY v7I'CHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOIT[Q, THAT TIIERE ARE NO ENCROACHMENTS UPON 1(iE DESCRSBED PREMISES BY IMPROVEM"eNTS ON ANY ADJOINIPIG PRE14ISES, FXCEPT AS IIHDICATBD, THAT THERE IS NO APPARENT L'VIDENCE OR SIGN OF ANY EASEItENT CROSSING OR BURDENING ANY YART OF SAID PARCEL, EXCEPT AS NUTED, APID THA'P THE PARCEL IS NOT IN A 100-YEAR FLOOI) PLAIN AS SHOWN BY F.I.R.M. MAP,COhLM[JNITY PANEL N0. 085079 005 C. i R UCF R P.L. .3110717 ~~7 ~ 4,~l clqqv INSPECTION TICKET Jos ADDRESS _J !f 4)/ DATE: BLDG. PERMITN BUILDING DEPARTMENT 237•6944 Ext. 255 PERMITp BLDG. CONTR. a?-'G& CITY OF WHEAT RIDGE ci~ernuroerTno t i DATE INSP. REQ. 7 TYPE OF INSP. % d Correction Notice INSPECTION MADE REMARKS / L - / 7 - / ~ Job Located at v~.. I ...:...J. . I have this day inspected this structure and these premises and ~ - have found the following violations of City and/or State laws governing same: INSPECTION TICKET 11-1 , JOB / CL / . i ........l. r1' r . r 5 Gte~. d~(- ADDRESS ~ r .Y...~.~.... ...........N. ......t...~ ! .:...'.I...IS. .....1..0. .l.r.....' : . 4. /1.JV..:Z.... / " .....:n.~. ; o DATE: BLDG. PERMITM _1 Lt 5U ..........r~:..:.........a t. PERMITN ~ 1 . ...:..r... ~ ...:l..-... .~..::.CC f......... ..:~F.... BLDG. CONTR.~. ........i ...5.....~.y..E:.r~z..~..~.......,~.~cr.r~............. SUBCONTRACTOR ~L~~S Gc~v~zc~ DATE INSP. REQ. ~J "I J l You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. ~ ~ ~ i TYPE OF INSP. INSPECTION MADE REMARKS Da te Inspector for Building Dept. DO NOT REMOVE THIS TAG W.R. FORM 679 - voeM wne-z: . . r DATE: TO: PUBLIC WORKS DEPARTMENT FROM: Building Department i RE : r The property at has been signed off by the Building Department and is ready for a,CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. I~~z*3Z PlRMRNUWl11 B91114494 v 3 S 0 0 ~ 3 J ~ m o v m i 3 a F m m m v ~ Z 3 0 m ~ m m o ~ om ° a c m m ~ m T n m 3 J ~m m ~ n m Q 0 0 w m' v w c aEL a = m m !D F 0 ~ v 1 0 J 'o m ~ a m ~ £ O a 2 m O r O ~ 2 G7 'c a 8 m m ~ 00 F~ m M ~ F; r ~ 't N N F+ a n N r O D r 0 N O ~ O Z n O 'U a D O 0 9 N N w O ~ IW C K ~ ~ cn rt 'i m m ~ N m w rt F+ a Ov m o i Z ~ 9 9 I! T w rGt F+ N cn 2- W M N M D n O Q 9 m 00 O N 0 W w w co 0 ~ [ ~ ~ ~ ~ R M N N n a ~ f o 3m ~ .m.. .m. - n T 9 9 p y ~ a g- oeoc mm~m m~ 0 a= m ' td » 3a~~, m o M !v c ~a om~ m ~ v c N m = ro +1 t ~ m ~ 3 ° z C ~ a C f-I ~ o? 3 g ~ nZ IH m ° S°O m v ~(7 o > m Hiz ~ m w a T4 ~mp~ S~ 10 0.m. F-I ° O iyC z m$~ ~19 n~ 0 p c yrOi O l7y _ m~m y ~m v 1.4 g ~ c Y m~ ~ aQ~ ~ ~ m ~ia <~o ~ b z > 3£~ ~ ~ z ~oT m f~m 0 acr n ~c y E v g m Elr~ ~ 4 ~ m f O ~ ~ 0 N 0 N ~ ~ (D .0. m o N r w ~ b N ~ ~ ~ C 3 A 43070 GLASS INC. S. Wyandot December 17, 1991 To Tn:ho'7. iT, tr.ay C.o*tcer;i. Englewood, Colorado 80110 This letter is written to verify that tempered glass was used per code in the residence of Barry Schaffer, 3801 Urban, per enclosed purchase order and drawings. Sincerely, Michael H. Olsen Project Manager (303)761-6300 Fax(303)761-0702 n IiVSPECTIONS WILL NOT ~tt UNLESS THiS CARD IS POSTED' ON 7HE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS ~ \ \ ^ ~ ~ WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE cti-155 INSPECTION RECORD IOBADDRESS 3801 Urban Sftxgp%, -(SinQle Familv Residence) BUILDING PERMIT N0. 891414494 DATE ISSUED 01-17-91 1YPE oCCUPANCY OWNER Barrv & Laurie Schafer 238-3805 CONTRACTOR SEiBACNS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST S1GN ALL SPAC[S PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footin s Caissons Reinforcin cj►A/err61'khfC i ' - ~ ' " J ~ Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work DO NOT POUR FLOOR UNTIL ABOVE HASPEEN SIGNED Rou h Electrical Rou h Plumbin AirTest Gas Pi in t ~ i--~-- Rou h Heatin & Ventilation (above must be signed priot to framin9 inspectipn) v Framin Z Insulation -~l 6 Dr wallnaflin 21' a 4-,'~- 0~?' EcJ. Roofin Refri eration Electrical under round Final Electrical Fixtures Plumbin Fixtures Gr Heatin 8 Ventilation Landsca e & Parkin R.O.W.B Draina e Fire De artment JobCom leted / 4CCUPANCY NOT PERMITTED UNTIL CERTIFICAYE OF OCCUPANCY IS ISSUED PROTECT THIS CARU. FRna 7500 WEST 29th AVENUE DEPARTMENT OF COMMUNITY DEVEI.OPMENT 237-6944 EXT. 255 P.O. BOX 638 BUILDING INSPECTION DIVISION CITY OF WF{EAT RIDGE, COLO. PERMIT N0. B91114494 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CALL 24 HOURS PRIOR TO INSPECTI N TWO SETS OF BUILDING PLANS AND TWO PLOT PLANS MUST ACCOMPANY TNic napLICATION BUSINESS NAME COPY OF DEED AND IMPROVEMENT SURVEY R C(~: ~ G"'w SPECIFY NORTH ~ ~ (o' STREET NAME- URbAN (CIRCLE FRONT) N Q S W SHOW DISTANCES FROM THE MAIN BUILDING TO ADJOININ6 HWSES, STREETS, AND PROPERTY LINES ON pBOVE SKETCH; SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. OWNERS NAME lbAIP 'd!j&/JRje Ll,' CONTRACTOR LIC.NO. ADDRESS PHONE. CITY I A~L~~ . ZIP COC LOT WIDTH I 'L pEpTH .35 pREA_ p LEG/AL DESCRIPTIO METES AND BO N SDESCRI 0 A TACH ADORESS ~ LOT NO' BLACK NO. SUBDIVISION e FILING INDICATE THOSE OF THE FOLLOWING OFF-SI7E IMPROVEMENTS NOW EXISTING:CwbfiGutter_SireefPhvinq_ft}sr_~"r _S1vmDrniiqqs_, H ARE AVE THERE ANY ARRANGEMENTS SPECIAL BEEN MADE TO ASSESSMENTS PROVIDE FOR THOSE NOT NOW EXISTIN6YVES_NO_ AGAINST THIS PROPERTY: yES_NO.,q EXTERIOR MATERIALS+ WALLS~ STORIES v~ _ UNITS ~ REMA S: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the above sefback disionces shown on ihis parmi} application ore accurate, ond do not violots applicable ordinonces, rules or requlotions of the Clty of Wheat Rijqe or covenonts,eaaemanis or resfrictiona ot re- cord; that oll measurementa shown, ond alleqofions made are accurafe; }hut I hove read anE agree to aDide by ull conditions printed on ihis opplicotion, and thot I ossume full responaibility for eompliance wifh }he Wheof Ridqe BuilEing Code (U.B.C) ond oll other opplicoble Wheof Rid o iinanf s, fo ork under this permit. (OWNER) (CONTRACTOR) SIGNED~. - j/✓ DATE12ZL// ~ SQ FT v "`V"" "v'~iv i Wt UNLY ~1 COST BASEMENT-RWGH 16,90 -16 6 1,q,L~THE P BASEMENT-FINISHED ROPERTY LOCATED AT GROUND FLOOR 7 V IS PRESENTLY ZONED SECOND FLOOR dTHE PROPOSED USE (_IS)( _IS NOT) ALLOW GARAGE `~3 COMMENTS: ' oi+ER_ i9N r i u 7 I G., C qualr2 ~ e OTNER BUILDING COST S g 2 g_L 2. PLANS REVIEWED (_OK)(_NOTOK) NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF ELECTRICAL PERMIT~} Q PERMIT ISSUED TO l~'RJ.S. ~LF.GTQIC PER REQUEST AS PER PLANS NO AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR , , J. NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF MECHANICAL PERMIT PERMIT ISSUED TO PER REOUEST AS PER PLANS Np. AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPELTOR ~K R'OOF9 ;l ±f PERM~T FEE g ~ USE TAX ~ TOTAL FEE 9H p NOT E TED n _¢ta V, ( ~~y6 p _ C~ [_2 _ c 7/ Y-` A.. 1- tZ • l°~ 1~~ ~ ~ NDER THE 20NING ORDINAN[:F. PLANS REVIEWED (_pK)(_NOT OK) I PLANS REVIEWED__(_pK)(_NOTOK) NO PLANS NEEDED PLANS NEEDED PRIOR TO ISSUANCE OF PLUM8ING PERMIT PERMIT ISSUED TO PER REQUEST AS PER PLqNS N0. AS APPROVED AND ON FILE IN MY OFFICE DO NOT ISSUE PERMIT UNTIL CLEARED BY CHIEF BUILDING INSPECTOR BY (1) THIS PERMIT WqS ISSUED iN ACCORDANCE WiTH THE PROVISIONS SET FORTH IN YWR APPLICATION AND IS SUBJECT TO THE L4WS OF THE STATE OF COLORA00 AND TO THE ZONING REGULATIONS AND BUILDING CODE OF WHEAT pIDUE, Cq.ORADO qt !WY OTHEk AVpLICABIE OROINANCES DF THE CITY. (2) TNIS PERMIT SNALI E%PIRE IF (p) THE WORK AUTHORIZED IS NOT COMMENCED WITNIN SIXTY (80) ppyg Fppy ISSt1E DATE OR (B) THE BUILDING AUTHORI2ED IS SUSPENDED OR pB4NDONED FOR A PEqIOD OF 120 DAYS. (3) IF THIS PERMIT EXPIRES, p NEW PERMIT MAY BE ACOUIRED FOR A FEE OF ONE-HALF THE AMpUNT NORMiLLY REGUIREU, PROVIDEO NO CHANGES HAVE BEEN Oq WILL BE MADE IN THE ORIGINAL PLANS AND SPECIFICAilONS AND ANYSUgPEpgION OR A9qNppMyENT Hp5 NOT E%CEEDED ONE(I) YEAR. IF CHANGES ARE MADE DF IF SUSPENSION OR ABANDONMENT E%CEEDS ONE(I)YEAR, FULL FEES SHALL BE PAIO FOR 4 NEW PERMIT (4) NO WORK OF ANY MANNER SHALL BE DONE THAT WILL OBSTAUCT THE NATUNpL FLOW pF WptER CFUSING A DRAINipE PROBLEM. (S) CONTRAG SHALL NOTIFY THE BWLDING INSPECTOH TWENTY-FOUR ( OURS IN AOVANCE fOR AL ON INS ION J,D BEFORE PR CEEDI WITH SUCCFSSIVE PH45E5 F E JOB ECTIONS AND SMALL RECEIVE WRITTEN APPROVAL . 1" ~ APPROVED CHIEF BUILDING INSPECTOR FOR MAYOR I L' 1 j ~'V'~V✓~ ~ INSPECTION TICKET INSPECTION TICKET JOB DDRESS ~ XDl dj `Y/ DATE: BLDG. PERMIT# < < PERM ITN J BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. ~J - TYPE OF INSP. JXz~-~- INSPECTION MADE REMARKS D~ J ~ .~YLJ~rtl W.R. FORM &19 INSPECTION TICKET b JOB ADDRESS ~ /5 4/ DATE: ZT/-I ~ BIDG. PERMIT# YUQ~l PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. 41-1 TYPE OF INSP. INSPECTION MADE REMARKS AA/Yf~ W.R.FORM 619 INSPECTION TICKET $ j S JOB ADDRESS JoB ADDRESS _ .j 9( DATE: ~ ~ BLDG. PERMIT# uvP PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF II INSPECTIO REMARKS DATE: C/ 1-:3 BLDG. PERMIT# qV9K PERMIT# BLDG. CONTR. SUBCONTRACTOR a DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMARKS % W.R.FORM &19 W.R. FORM 619 ✓ \6 ~ INSPECTION TICKET INSPECTION TICKET JOB DDRESS 2 ~d~ ~ ~ JOB ADDRESS 390l [,1rbanSt . ~w~` Z DATE: - ~;2 BLDG. PERMIT# 9 VV PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. "'f --~2~ TYPE OF INSR INSPECTION MADE L/- REMARKS DATE: (911Q.--BLDG. PERMITM4i"- PERMITN BLDG. CONTR. 1/&C- ' SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. O INSPECTION MADE REMARKS N rI v $ INSPECTION tICKET INSPECTION TICKET JOB J Q'D ~ l.~•V,_f~--✓( ADDRESS ~ JOB ADDRESS 29'01 ,6%/ ~ BLDG. PERMIT# OQCf DATE: PERMIT# BLDG. CONTR.~ SUBCONTRACTOR DATEINSP.REQ. TYPE OF INSP. INSPECTIO REMARKS W.R. FORM 619 DATE: ~ "2- BLDG. PERMIT# V((9 y PERM ITN BLDG. CONTR. SUBCONTRACTOR J`-/~ .n> DATE INSP. REQ. TYPE OF INSP. U~- INSPECTION MADE-!IL4 / REMARKS W.R.FORM 619 INSPECTION TICKET INSPECTION TICKET JOB j FQ ( ADDRESS DATE: BLDG. PERMIT# PERM IT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. '7-11 TYPE OF INSP INSPECTION MADE J Ce REMARKS cy( P`G1 csa ~ /hG~ . ~i INSPECTION TICKET JOB ADDRESS DATE: C/ BLDG. PERMIT# PERMIT# BLDG. CONTR.~ SUBCONTRACTOR DATE INSP. REQ. - TYPE OF INSP. INSPECTION MADE REMARKS `7`~ W.R. FORM 6-19 LIZ~ JOB DDRESS ~ Q^~7 / v~~C sLL "6`J/ DATE: BLDG. PERMIT# VYPK PERMIT# BLDG. CONTfl. 0/J ; SUBCONTRACTOR DATE INSP. REQ. `7 7 TYPE OF INSP. L-`l'" INSPECTION MADE Z7 REMARKS 3 3 3 G W.R. FORM 6.19 n INSPECTION TICKET j JOB p ADDRESS V 9V DATE: BLDG. PERMIT# PERMIT# BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. ~S INSPECTION MADE REMARKS f J~.,(~, ~ N1 Y o r ~ n92 n A / W.R.FORM 6-19 ~ V ~ INSPECTION TICKET Joe ~ ADDRESS ~ 661 CC~✓-"~`~~^-l ,J4// DATE: BLDG. PERMIT# <1 U9 v PERMITN BLDG. CONTR. - SUBCONTRACTOR DATE INSP. REQ. /0 TYPE OF INSP. IN3PECTION MADE REMARKS O~ INSPECTION TICKET JOB ADDRESS ~ DATE: / BLDG. PERMIT# ~''1 QU PERMITM BLDG. CONTR. SUBCONTRACTOR DATE INSP. REQ. ~TYPE OF INSP. L INSPECTION MADE_ HEMARKS l /t W.R. FORM 619 J 1j INSPECTION TICKET Joe 1L 1 ADDRESS _ 3 ~U / DATE: BLDG. PERMIT# '{'yqy PERMIT# BLDG. CONTR. n_ SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. 6(-l,,6/-tLW3---v-4~ INSPECTION MADE REMARKS _ Cl -~2 / W.R.FORM 6.19 ~ - - ~ INSPECTION TICKET 3 Jos ADDRESS 3So l DATE: -/Q BLDG. PERMIT# PERMIT# BLDG. CONTR.aA44--. SUBCONTRACTOR DATE INSP. REG. '/O r TYPE OF IN. ~ INSPECTION N MADE REMARKS i~ W.R. FORM 619 ~I 00 _ II p ~ I w ~ ~ > 71 ° I r L.., U ti ~ Recordea at _ Reception No. o'clock - M. WARRANTY DEED THIS DEED, Made this day of 19 90 , yetween LARRY KUNZ of the *County of Jefferson and State of Colorado, grantor, and BARRY SCHAFER and LAURIE SCHAFER whose Iegal address is 12365 W. 38th Ave. I Wheatridge, CO 80033 of the County of Jefferson and State of Colorado, grantees: WITNESS, that the grantor, for and in consideration of the sum of THIRTY FIVE THOUSAND AND N01100***** ********w+**e+*********x**r.*r*********x**r+**,r***x**r**+*(S35,000.00)**DOLLARS, the receipt and sufficiency of which is hereby acknowledged, has granred, bargained, sold and comeyed, and by these presents dces grant, bargain, sell, comey and confirm unto the grantees, their heirs and assigns forever, not in tenancy in common but injoint tenancy, all the real properry, rogether with improvemems, if any, situate, lying and being in the County of Jefferson and State of Colorado, described as follows: Lot 1, POOLE MINOR SUBDIVISION State 3,5 Documentary Fee Date ~ $ also known by stree[ and number as 12365 W. TOGETHER with all and singular the hereditamE /vw t! J~ ro belonging, or in anywise appertaining and the reversion and reversions, remainder and remainders, re , and all the estate, right, title, interest, claim and demand wha[scever of the grantor, either in law or eq me above bargained premises, with the hereditaments and appurtenances, TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantees, their heics and assigns forever. And the grantor, for himself, his heirs and personal representatives, does covenant, grant, bargain and agree to and with the gran[ees, Iheir heirs and assigns, Ihat at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and law(ul authority to grant, bargain, sell and convey the same in manner and (orm aforesaid, and that the same are free and clear from all former and other graNS, bargains, sales, liens, Iaxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except general taxes for 1990 and subsequent years; except easements, restrictions, covenants, conditions, reservations and rights of way of record, if any. The rantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable issess~n of the grantegs, [heir heirs and assigns, agains[ all and every person or persons lawfully claiming the whole or any part shall in lude the plural, the plural the singular, and the use of any gender shall be applicable to all genders. .EOF [ grantor has executed Ihis deed on the da[e set forth above. STATE OF CflLORADO County The foregoing instrument was acknowledged before me this by Larry Kunz *[f in Denver, inserl "City and." NO. 921A. Rev. 3-85. WARRANTY DE6U (Th Jo1n1 7knanG) ~ ss. ZHth day of J(Kcd-(,i_~ , 191-1 b , Witness my hand and official seal. My Commisison expires S u ,7 ...w../~/y• ~Ll Y. C. 1? C.3 i'~ :i'•. y QJ c~, 1 / ~ .I . _-..1 BraEforA PubhsAing, 5825 W. 6N Ave., LJkavood, CO 80314-(303) 237 69110 RECEPTI4N N0. 90076081 9/05/90 10:50 8.50 RECORDED IN COUNTY OF JEFFERSON STATE OF COLORADO ~ : ~80/ ~i~-1,>a,.~~✓.. 5322061 . . irYd,.' "~.aenw . . . wm~.+nww,.ryavaKmc..Wieyhrta.ux~,.w.,..::w..ma»,.u w 3(Jo~ Gl/L.6Q'..LU//L(~X~. . . _ . . . ~w°s Y.~1?' ~wY~ w."Kir;~~,ii•.Fi l:.R,{'1'~ ~'MAnil~f"1~wYrWµ~N'. ,nr .ibii:,ltei ...M:.r,.. 4 ~ Uf a pasc:el of' :1and in the ;'orthweBt of ;;ectl(.n 29t To~wnship 3 couth, ha~nge 6; 1.ef3t 1:he Gtt; ;rii,ipal I+ieridian; .ocated in Jeffereor, ~;3uqty, ('uioz•,ado, ard desc'ribe d aN follows; 44 "Lot 20 i,oole h?inor Subdivisiou, as filed in the re:,orde of Jeffer- eon County, (-'o1orado.11. 0 W W M- ~ a 4L ~c ~ SCALff I" = 30, l0T ~gtH ~ L4 6fi . r..--'~"'yths to c;ertlfy that c~:: thls 28tti d8y o'f .1.uguet, 199ii, a. stlrvey of tiie: ~-bo~tF:s 6escribe 1j.:r:;el of land wae made j that Foiuts were ~~et i~; Lhe L;rcun: ciefine tYie Uoucidaii.~ I cotif,)ri,iity wit:: tlie abova das:i i i lioli ind ae ahowr: . ~ .Y- ing plat, ~7A 5 t ')'4'`~1_._...'~~ 1 liCtl • F hwiui; 0 •~'ere9 i,-O . ~ - 4 -O A FECEPl ION NU. vl4?13ti734 2/14/91 15:4:9 20.00 RECOFDED IN COUNTV OF 7EFFERSON STqTE OF COLORFIDO DEVSLOPMENT COVENANT T6I5 DEVELOPMENT COVENANT, as authorized by the SUBDIVISION RSGU- ~ LATIONS of the City of Wheat Ridge, ie entered into this 17Lh ~ day of January , 1991, betvieen the City of WheaY Ridge, a Municipal Corporati.on, hereinafter ref.erred to as Ciiy, and Barry W. and Laurie G. Schafer hereinafte.r referred to ae Owner, and concerns property located at 3801 Urban Street, Wheat Ridge, Colorado. WITNHSSETH: WHEREAS, Owner is the titled Owner of a txact of land in the City of wheat Ridge, Covnty of Jeffexson, State of Colora<3o, more fully described as Lot 1, PpOI.E MINOR SUHDIVSSION, more commonly known as 3801 Urban Street, (which property is hereina£ter re- ferzed to as the "Propezty"; and WHEREAS, Owner has requested a buil.ding permit to develop the property; and WHEREAS, curb, gutter, sidewalk and street impxovements bordering the Property and neighboring tracts of land are iricomplete and/or below those standards as set forth in the &UED NISION REGULATTONS of the City; and wHEREA5, to be uniform and consistent with the existing neighbor- ing improvements, the completion or non-completion of thase improvements as required by SECTION FIVF: IMPROVEMEhTS o£ the SUBDIVISION REGULATIONS will make no signlficant change at the present in those streets fronting the Property and the neighbor- ing tracts of landi and WHEREAS$ in ordex to Conform to those Tequirements as set oUt in the SUBDIVISION REGULATTONS of the City, this Development Cove- nant is hereby determined to be proper. NOW, THEREFORB, IT IS HBRBBY AGREED TAAT: 1. The responsibility for provi.ding improvements elong the etreet frontage of the Property, as set out in the SUBUIVISSON REGOLATIONS of the City, is hereby acknowledged by the Owner. 2. The Owaer will cause certain improvements to be constructed on the Pxoperty and associated on-site improvementa. 3. The Owner will provide engineerinq and constrvction neces- sary to liring the west half of UzUan Street into compliance with City Standards along the pzoperty frontaye when the conditiuns specified on tlie Poole Minor Subdivision Plat are met. 4. Any substandard improvements made to the "private drive" (Urban Street) along the frontage of the Property mus?: be brought into conformance with City Standards prior to acceptance by the City for City Maintenance. 5. The Owner will provide facilities to accommodate additional xunoff £rom any improvements to Urban Street which may adversely affect downstream property ownera. 6. In the event the City incorporates Urban Street into a City funded project, the Owner agrees to pay for costs associated with bringin9 the west ha].f of Urban Street into conformance with City Standards. Such costs will include curb, gutter, sidewalk, street pavement, engineering, etc. RECEPTION N0. 91013034 Development Convenant 3801 UrUan Street - page 7. The City has scheduled reconstruction And rehab.i.li.tation of this portion of West 38th Avenue in the immediate future. Plans for the construction are not complete at ttiis time and the City anticipates changes in grade and ali.gnment along the frontage o£ the Property which may necessitate removal nnd replace.ment oL any construction performed by the Owner. Therefore, the owner agreea to participate in t}ie City's West 38tYi Ave.nue improvement ~ project. The City will. desi9n and administrate the project and the owner will be responsible for associated costs along the property frontage. The: engineering and consCracti.on coEts wi.ll. be 7.imit:ed to t.hose reasonable, ancl necessary to construct West JRth Avenue along the property frunta9e to cuzrent collector standaxd, including earthwork, additiorial street pavement to expand to collector width, curb, gutter and walk and miscellane- ous and incidental items requJ.red to complete the pro;ect. The costs ahall be based upon the construction eontcact unit prieee for this project. The construction work will be performed by the City's contractor. 8. The Di.rector of Pul>lic Worka wil.l give written notice and an estimate of coste to the owner 30 daya prior to advertisement of any major improvemente to 36th Avenve which would affect the Property and will submit to tlie Owner a detailed cost breakdown and billing after Award of the construction contract by City Council. The detailed cost estimate wi7.1 include the Owner's portion of the cost of curb, gutter and sidewalk, pavement im- provements and other items listerl in Paragraph 7. 9. Upon rrceipt of the detailed cost estimate oz billing, the Owner hereby agreec to pay to the City, within 45 days, the full amount uf the detailed cost estimate or billinq. The Owner also agrees to pay to the City any extza costs associated with the Public Improvements to the propezty due to variati.ons in estimat- ed contract quantities or as a result of change orders within 30 days of written request for payment by the City. The City will pay to the Owner any overcharges paid by the Owner wi.t.hin 45 days after final acceptance of the public improvements. 10. Owner agrees to pay for all public improvements or billingF so made within 45 days of written notice; Owner further agreeing that any amount resulting from his failuze to pay for any im- provement or billi.ng this completed ahall constitute a lien upon the pzoperty above describecl in the actual amovnt of the public improvements or billing completed, less any paymenta by Owner, plus interest in the amount unpaid at 10 percent (10A) per annum, from ttie date of final acceptance or bill.ing, plus any coats incurred by the City in collecting same, including court costs and attorney fees. 11. In the event an Improvement District ur a Speciel Improvement District is created by the City to improve or provide those requirements as set out in the SUDDIVIS7.ON REGULATSONS as they exiat at the date of execution of thie Coveneni, for c-vtb, gut- ter, ei<lewalk related street and drainage Smprovementa, solely relating to those streets fronting on the property and neighbor- ing txacts of land, the Owner or his assigns and successors a9ree not to oppose its creation, or subseguent reasonable assessment of the costs to the property. 12. In the event an Improvement District is created by the City to provide the improvements as provided by tne SUBDIVSSION REGU- LATIONS, the costs assessed agairist the property shall not be disproportionate with costs assessed to other neazby and like properties. RECEPTION N0. 91013034 P~ELEPTION NL). 91013034 Development Covenant 3801 Urban Street - page 13. This DEVELUPMENT COVENANT ix executed by the Owner purauant to the SUBUIVISION REGULATIONS of the City of Wheat Ridge. 14. The Parties hereto agree that this DF.VBLOPDiF.NT COVENANT, by ita terma, shnll be binding upon the City and the Owner and upon the assigns and successors thereof; and shall consti.tute cove- nants running with the property £or a period of ten (10) years ~ from date of execution by the Owner. 15. The City, in its sole discretion, may zequire a cash oz surety bond to be held in escrow by the City to secure completion or the public improvements described herein. Such cash or surety bond shall be Sn the sum sufficient to covez the estimated coxts of the construction o£ the public improvements described herein, said estimate to be made at or about the time of the notice deacribed in Pszagraph 5 aUove. Any interest earned on any eacrow funds shall be the sole property ot the City. 16. This DRVELOPMENT COVENANT ehall be reCOrded with the C1eLk and Recorder of Jeffereon County, Colorado, and shall constitute a continuing covenant running with the land, providing however, that this DFVf:LOPMENR' COVENANT shal] be releaced by the City upon the complet.ion of ttie public improvements and complete and eatis- factory paymerit by the Owner of all costs and fees associated therewith of the public improvements described herein, which release shall be evidenced by a signed document attested to 6y the City Clerk and bearing the City's seal., which ducument shall likewise be recorded. RECEPTION Np, 91013034 RECEPTION NU. 91013034 Development Covenant 3601 Urban Street - page 4 SPECIAL PROVISIONS AND COVENANT 7'his Covenant shall be in effect for a periad uf ten (10) years £rom date of execution. IN WITNESS WAEREOF, the parties have set their hands and seals on date first shown. RECOMMENDED SY: , 0~ w t .L~6, 7 ) E Publ'c Works Department Commun~ity~Deve oFmen epartment APPROVER-AS TO FORMi CYt,Administrator /J Ci f Attorney EXECUTHD BY CITY: ATTEST: Mayor, City of Y7heat Ridge City Clerk k I ♦ . EXECUTED BY OWNER(S): ^ c Barry W Schafer :SEAL i; • . I Lauire G. S~6iafer ~ STATE OF COLORADU ) )66 County of Jeffereon) The foregoing instrument was acknowle.dged before me this ~ day o£ 1991. 'oy My commission expires: •,:sf.~L U 1_t CJ~ " Notaiy Public , . - - ~ R [!~4'4 4 HYOR CONOLl~T CORPORAT/ON L J ,69/f O 380/ a,,Ja" Lft~' ~ DATE 17 ~ 9 12 / PAGE OF PAGES PROJECT IZW 2;7k,P IG~rI ~ vn Yse ~ V1c.c4 cLcce-ss 5+V-e~ tS v 4o aCc.eSs ~ CIAaV1Ce- We ) 5 a- ~v - ar ross ~ ~ba•-, r-e2l--t cI cl4eck l ~ DEPARTMENT OF PLANNING & DEVELOPMENT REQUEST FOR PUBLIC WORKS REVIEW Date: 1a-~D -lio Case/BUilding Permit rro. .~9iYqe/9'1 Location: 33C?I (tv-bcul %S `1-rE.e-~ Piease review the attached materials submitted in application for approval of a 5,+) ~E ✓ESid n , and indicate your decision on those items ctieck below, and p ease add any other comments which you may have under number 16. 1. t~ Boundary Closure:(:::IOK t=1Not OK; refer to Stipulations 2. M Area: Acres Square Feet 3. o Drainage: a. Drainage plan (and report) needed Q b. Drainage Plan not needed r-I c. Drainage provisions have been reviewed and are found to be• d OK o Not OK; refer to Stipulations 4. O Legal Description: EJOK 171 Not OK; refer to Stipulations If not okay, please explain: 5.GZPublic Improvements: a. Street Paving needed ~ N b. Curb & Gutter neededQ N c. Sidewalk needed ~Y/ N d. Street Lights needed Y N e. Storm Sewer needed Y N f. Escrow required Y N If Escrow required, for what improvements? In what amount? 6.i-J Development Agreement required Y N if Yes, for 7. C1 All necessary documents have been initiated by Public Works and are attached hereto: g, i--:1 is a traf£ic impact analysis and report required? Y N 9. 1=j New roadway or alley R.O.W. dedication is recommended: If yes, what is recommended; 10.0 All existing dedicated roadways and alleys meet the standards of the City: If no, which do not and what is requested: ll.t=] All existing and proposed ded3cations have been reviewed and found to be: O OK CI NOt OK; re£er to numbers 8& 9. 12.p- Approval: The Public Works Department has reviewed this request and hereby gives its approval, subject to the above and/or attached stipulations. ~U.o_ Sig r D~~ 13. O The Public Works Department has reviewed this request and does not approve for the reasons stated: Signature Date 14. p Stipulations attached: Yes No 15. O DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY: 16. Summary Comments: pc rev.01/89 I/V O r~ ai:~,1/- I nlerA :~i SOIL ANALYTICS AND FOIINDATlOM ENGINEERING, INC. MICHAEL A. LAeRD. P. E.. PRESICIENT Gonaunants m Gwl EnqinMnnq tOi50 wesi Verq.ni* Av0ru0 Laanvooa. Caonoo 80226 1- (303) Y!!-9229 Mr, John Boonstra 6679 West Arkansas Avenue Lakewood, Colorado 80226 Subject: Soil and Foundation tc, be Located on Wheai:ridge, Colorado t)ear Mr. Boonstra: Jf)B: 2057A Movember 6, 1990 ,Q9~ ~ v~9 y 3~0~ Gl~-ba-~~-~ Telephone: 922-2044 Investigation for a Proposed Residence Lot S1, Poole Minor Subdivision, (Addr?s>: 12365 West 38th Avenue). As requested, we conducted a soil and foundation investigation at the subject site' on IJovember l, 1990. The foundation inv?stigation was performed by drilling two test borings to depths of 20'-0" each within the planned construction area. The locations of the test borings and the lugs nf subsurface materials are enclosed. The discussion and reconnnen- datioris presenteA below are based on the results of data gathered during the site investigation, observation of general field cond4tions, and previous ez.periencer in the area with similar materials. PROPOSED CONSTRUCTION Based un conversations, we understand that a conventional wood-frame resiAential structure with a raised basement will be placed at the site. We also undersY.an<i that the foundation excavation will range in depth from about 2-1J2 feet to about 6-1/2 feet below the existing ground- level. Foundation loadings for the proposed structure should be relatively iiqht. SITE MND SUBSOIL CONDITIONS The site of the piroposed construction is a slightly rolling and sloping lot in an urban subdivision. The structure willl be placed over the site of our two foundation test borings, whose locations are shown on Figure 1. Generally speaking, the ground surface in the area of the structure slopes towerus the east at at>out: 0 to 1-1/2 pertent. The existing ground r.over consists of native grasses and weeds along with scattered cobbles and rubble. Mr. Bnonstra -2- November 6, 1990 Soil conAit9ons in the area of the two test borings are variable with depth below groundlevel. Foundation Boring #1, which was drilled along the northern side of the building site, encountered variably firm anA slightly moist fill materials from groundlevel to a depth of 2'-0"; firm and slightly moist sand-clays from 2'-0" to 4'-0"; stiff. to very stiff and moist to medium moist sandy clays from 4'-0" to 18'-3"; and compact and dry gravels and cobbles from 18'-3" to at least 20'-0", the maximum depth explored. Foundation 8oring #2; which was drilled alnng the southern side of the build-fiig site, encountered variably firm and slightly moist fill materials trom groundlevel to a depth of 1'4"; firm and slightly moist sand-clays from 1'4" to 4'-0"; stiff to very stiff and moist to medium moist sandy clays from 4'-0" to 19'-0"; and compact and dry gravels and cobbles fran 19'-0" to at least 20'-0". No free groundwater was encountered by either of the test borings on the date of the subsurface investigation. 7EST RESULTS AND GEOTECHNICAL CONSIDERATIONS The subsoils at the site were carefully inspected as the cuttings Were recovered from the test borings, and the resistance of the mat:erials to the advancement of the drilling augers was noted. In addition, Field Penetration Tests were performed at selected depths to assist in evaluating the allowable bearing value of the soils and to provide undisturbed samples for precise examination and for testinq in a one-dimensionat consolidation unit. Based on the results of the investigation combined with previous experience with similar subsoil conditions, the most pertinent foundation eng9neering characteristics and considerations at the site are as follows: 1. The upper fill, which was encountered in the borings to a maximum depth of about 2'-0" below groundlevel, may contain unsuitable, compressible organic materials and should Ge removr~ from all foundation bearing locations. 2. The sand-clay soils which are located below the fill and which extend to a depth of approximately 4.0 feet below 9roundlevel are low swelling to non swelling materials. The most expansive components of these soils tend to occur as compact zones and lenses with a concentrated ctay content. The bearing capacity of these materials is moderate, but they could settle aftzr construction if excessively high foundation pressures are applied. 3, ihe underlaying stiff to very stiff sandy r,lays which are located below the sand-clays and which extend 'to depths well below planned construction leveis would be moderate sweliing soils in a drier state. However, the moisture content of the Mr. Boonstra -3- November 6, 1490 ~ sandy clays which were encountered in both borings has been elevated to a moist to medium moist state. In this moisture state, the swelling potential of these soils is generally iow. We anticipate that these soils will be located at l0a5Y 7 feet or more above the level of the basement for the proposed structure. 4. The underlaying gravels and cobbles encountered below a minimum depth of 18'-3" are a non expansive material with a relatively high bearing capacity. In order to prevent or minimize to a tolerable leve'l futi;,e foundation movements from either swelling or sett?ing, all structural foundations for the proposed buiiding should be carefully designed within the limits of the maximum allowable soil bearing pressures and minimum dead load pressures which are subsequently given in this report. 6. In order to minimize future problems from the presence of some low to moderate swelling soils at the site, precautions should be taken to prevent the drying of all clayey materials present at foundation levels during construction. When clayey soils dry before or during construction, their potential for post- construction swelling tends to increase. fOUNDATION RECOMMENDATIONS (GENERAL) Base4 on the subsurface conditions and geotechnical considerations described above, a design known as a Controlled Pressure foundation S~~s_t~e_m_ should be used at this site. This sys~ t~ Tzes t e ea oa ~ tne structure to prevent soil expansion and protect against the occurrence of zones and pockets of _clayey soils with a low swelling potential located below foundation level. Dead load .;oil pressures for a given structure can be increased by decreasing the tontact area between the subsurface materials and the foundation elements. As used in context with the recommendations of this report, the maxiimum allowable soil bearing pressure (dead load plus one-half live load) refers to the greatest unit pressure permissible, beyond which excessive soil deformations and settlements could occur. Conversely, the minimum dead load pressure is the lowest unit pressure permissible, below which swelling of the subgrade soils could occur. It is the function of the foundation design to size the foundation elemerits such that the foundation pressures are never less than the minimum dead load pressure anA never greater than the maximum allowable soil bearing pressure. Based on these considerations, specific recommendations are given beloH for the foundations at this site. y u.. Mr. Boonstra -4- November 6, 1990 FOUNURTION RECOMMENDATIONS (SPECIFIC) Controlled Pressure Foundation System Al1 shallow frost wall foundations Por upper tevels which are placed below all upper fi17 but no deeper Chan 4 feet below present groundlevel should be designed for n maxlmum alloNable so91 bearitig pressure of 2,000 psf and for a minimum dead load pressure of 400 p:.f. All structural foundations for lower levels which are supported at dt!pths of more than 4 feet below present groundlevel should be designed for a maximum allowable soil bearing pressure of 3,000 psf artd for a mirt#mum dead load pressure of 1,000 psf. Foundation contact areas shouid be kept fairly small, or narrow, within the limits of the pressures given above so as to prevent swelling, should some wetting of expanslve pockets occur after construc- tion. According to these criteria, wall foundatioris wili probably be designed and constructed as retatively narrov+ spread footings or as Nalls-on-ground. The final determination of actual foundation sizes and areas will be made based on the plans for the proposed building, the criteria given above, and calculations by the foundation desiqn engineer. All foundations must be placed at least 3'-0" below f-inal exterior grades to provide protection against frost action. The recommendations given above are based on the requirement that precautions are Laken to prevertt drying of ail euposed clayey soils present at bearing levels during construction. lf tM!se materials shoutd be allowed to dry during constraction, their swelling potential couid increase and the minimum dead load pressures given above might not be sufficient to prevent some foundation movements if they are subsequently rewetted after construction. PREPARATION Of UNSUITABLE FOUNDATTWMARTWAREAS Extreme care must be used in the preparation of all foundation bearing areas since the pressures used to resist saetting could result in excessive settlement if incompetent materials are present. P,^ior to foundation construction,'the base of the completed excavation should be thoroughly inspected. Alt unsuitable foundation naaterials, including organic topsoils, loose, incompetent, disturbed, and frozen soils, must be completely removed from foundation bearing areas and the resulting excavation backfilled with good quatity, non-expansive, structural fill materials (sands anA gravels are acceptable) compacted to 95 percent of standard Proctor density at optimum moiSture content or else the foundations must be extended sufficiently deep to bear on the underlaying natural, competent undisturbed so91s. All strucl:ural fill must be compacted in 8-inch lifts to the stated density level and moisture content. The compacted backfill must extend upward to the level of all structural foundation elements. 4e,• I Mr. Boonstra -5- November 6, 1990 FLOOR SY57EMS The natural soils at the site, exclusive nf dis-Wrbed mater-lals or materials with an organic content, have more Lhan enough strength to support moderately loaded slab-on-grade construc•tion. However, if expansive clay materials are present and are wetttd after construction, some slab movement could occur since sufficient dead loads cannot be imposed on slabs to counteract the fully developed swelling pressures of underlaying clayey soils. In view of this, we recommend that ali floors which the owner/bullder wishes to remain completely unaffected by the underlaying soils be structurally supported over an air space. If the owner/builder desires to use ftoors consi:ructed as concrete slabs-on-grade and is willing to risk a possibility of some slab movement after construCtion, then the details outlined below should be carefully followed. These measures will not necessarily preveiit slab movements if expansive soils are present. However, they will help prevent any slab movements that do occur from affecting either the foundation systern or the superstructure. 1. The slabs may be placed d9rectly on the natural subgrade materials or on a stable, non expansive base layer. The materials at and below slab levels should have a density of 92 to 95 percent of AASHTO T-99 maximum density at optimum to . optimum plus 2 percent moisture content far a Aepth of at least 8 inches. If a base layer is used,, it should be compacted to the same Aensity level and moisture content. 2. Slab movements from subseii expansion can be minimized by removing up to 3 feet of all potentially expansive materials fran below stab locations and rep7acing the expansive soils with a stable, non expansive, low permeab111ty structural fill which is compacted from 92 to 95 percent of standard Proctor dsnsity at optimum moisture content. 3. Separate the slabs from ali bearing rt+embers and utility lines to allow their independent movement--construct "floating" s1aCs. Provide positive control joints at the junction of the slabs with foundation walls, and provide frictionless sleeves tor all utility lines and columns which pass through siabs.. 4. Contraction 3oints having a minimum depth of 1/4 of t.he thickness of the slabs and a width of at Teast 1/8-inch should be scored or sawed at spacings not to exceed 15'-Ca" on centers. 5. Construct a m9nimum 2-inch void space above or below partitions on slabs. In f9nished areas, a11 furring strips, drywall, and panel i ng shoul d stop 2 i nches from the tops of tfie sl abs. The 2-inch Void space can be covered with a molding strip. In f ` yk:. F Mr. Boanstra -6- November 6, 1990 addition, flexible connections should bc provideA for ati slah beari ng mechani cal equi pment to al l ow for at 1 emst 2 i nches of free vertical movement. 6. Assuming clayey soils wiil be present over the prepared slab grade, it is essential to establish and maintain these materials at their optimum moisture content during constniction. l:f t.he clayey materials should be dry and stiff at. the tiine of construction, they should be scarified for the rntire Aepth of drying or for at least 8 inches, whichever is greater, and tF+ey should then be recompacted Hith the addition of moisture to frem , 92 to 95 percent of standard Proctor denslty at optirrum to optimum plus 2 percent moisture content. BACKFILL AND SURFACE DRAINA6E Due to the fact that expansive materials will heave only in the event that they experience an increase in their moisture content, the foundation soils should be prevented from being wet•ted after construc- tion. This can generally be assisted by using a relatively impervious backf911 and by compacting the backfill sufficiently so that it does not settle foltow9ng construction. The backfill should be free of debris and should be moistened and compacted to the extent that it does not experience future consolidation. Sufficient water should be added to the backfill to permit proper compaction; however, the backfill should not be puddled. If compaction is not feasible, a berm may be constructed ad3acent to the foundation walls to allow for a good slope away from the building even if some settlement should occur. If any settlement should occur in the backfill, 1t could adv:;rselY :'r*ecc utility lines which transmit fluids and pass thn:)ugh the foundation walls. It is not uncomnon for such piping to shear at the founAation walls due to movements in the backfill. It is recommendeA that the pipes pass through slotted openings in the foundation walls or that flexit>le connections be used to compensate for shifting of the foundation wall backfill. It is also recomnended that all water lines be carefully pressure tested prior to final acceptance and that any leaks d?tected be repaired. The finat grade should be sloped well away from the structure on all sides. A minimum slope of 12 inches in the first 10 feet is recommended. All downspouts should discharge into extensions which slope away from the foundation walls and extend beyond the limits of all backfill. The point of discharge should be at least 7 feet from the foundation walls and good drainage should be maintained at this point. All future owners of the residence should be advised of the need Por keeping moisture away from the foundation and slab-un-ground areas. In no event should an automatic sprinkler system be inistalled next to the foundation walls. There should be no watering or irrigation within 7 s~>. s Mr. Boonstra -7- November 6, 1990 feet of the foundation watls. The ground surface in the area may be lined with a suitable geotextile fabric to control plant growth. The area next to the structure may be covered with gravel, bark chips, or other materials requiring no rainfall or irrigation. SUBSURFACE UNDERDRAIN The results of the investigation indicate that a subsurface underdrain system is not presently neeAed, and it is possible that an underdrain will not be needed in the future provided that relatively pervious materials are located at and well below the lowest level of construc- tion. However, if low permeability clayey materials are pr•esent, then it is possible that heavy site watering and heavy precipitation, failure to maintain good surface drainaae, and unanticipated events could ma4;e the presence of an underdrain system a desirable feature at a later date. If the builder desires to construct a system as a safety measure, a functional underdrain system may consist of a 3" diameter slotted plastic drain pipe encased in a gravel filter or filter cloth and sloped to dra9n at a minimum grade of at least 1 percent to a sump pit equipped with a pump for removat as required or to a suitable daylighit outlet where the effluents can be discharged by gravity action. In addition, the underdrain should be placed at least 9 inches below the elevation of the lowest floor level and around the approximate perimeter of the residence. LIRiITATIONS The above recommendations are based on the exact location where the test holes were drilled, the proposed construction, and the assumption that the subsurface conditions do not vary greatly from those encountered in the test borings. In the event that any unforeseen conditions different from those described herein are encountered, the soil enqineer must be notified immediately. This report has attempted to cover all pertinent design aspects. If you should have any questions,.or if I can be of further service, please do not hesitate to give me a catl fur clarification. Sincerely yours, ) Enclosures ~o~sreA ~ S ~ 10615 MAL/vjs ~*~0,~ ~~"QFnrnW Michael A. Laird, P. E. Consulting Engineer LOG OF SUBSURFACE CONDITIONS (See Figure 1 for Test Hole Locat•fons) DEPTH DESCRIPTION FOUNDATION TEST BORING #1 01-0" - 21-0" fILL, variably firm, gravelly silty sand, contains cobbles along with brick and concrete fragments, brown, slightly moist. 21-0" - 41-0 SAND-CLAY, firm, fine sands to silt with a low ean c ay content, brown, sl•ightly moist. 41-0" - 181-3" SANDY CLAY, stiff to very stiff, low-moderate p astrc ty, calcareous, yetlowish brown, moist to medium moist. 161-3" - 201-0" GRAYELS AND COBBLES, compact, dry, FOllNDAT ION TEST BORING #2 01-0" - 11-4" FILL, var9ably f1rm, gravelly silty sand, contains cobbles along with br9ck and concrete fragments, brown, slightly moist. 1'-4" - 41-0 SAND-CLAY, firm, fine sands to silt with a low lean c ay content, brown, slightly moist. 41-0" - 191-0" SANDY CLAY, stiff to very stiff, low-moderate p as~ty, calcareous, yellowish brown, moist to medium moist. 191-0" - 201-0" GRAVELS AND COBBLES, compact, dry. NOTES 1. The exploratory test borings were drilled on Novenrber 1, 1990, 2. The locations of the test borings are shown on Figure l. It is not warranted that the subsurface conditions given above are representa- tive of conditions at other locations and other times. In the event that conditions different from those described herein pre enceuntered during construction, the soil engineer must be not.ified immediately. 3. No free groundwater was encountered in either of thp test borings on the date of the investigation. TEST RESULTS 1. Field Penetration Test at 3'-6" in Boring #1: 70 blows/foot 2. Field Penetration Test at 7'-6" in Boring #1: 15 btows/foot 3. Field Penetration Test at 10'-0" in Boring #2: 13 blows/foct u~ N ~ES~ 38tt~ AVEN~E TEST H^LE LOC.4TIOP1 PL.SPI 1" = 50'-0" r w m H ~ z ¢ m a ~ LOT Nl, PO(?LE t'INOR SUBQIVISION, l4NEATRIDSE, COLCRADO (ADD°ESS: 12365 WEST 38Lh AVEFlUE) FIGURE 1 o . z N Z n. Q 1 x w ~ 0 ~ z 0 1 ~ ~ w c a 0S 2 U 3 4 5 3 z _ Z 0 ~ z ¢ 1 n. x w aa 0 ~ z O 1 ~ ~ W ~ d 2 ~ O 6J 3 4 5 0.1 1.0 10.0 0.1 6 SAMPLE FROM FOUNDATION BORING #1 AT A DEPTH OF 3'-6" (Sand-Clay) I S TT E 1011 ETTING ( ( SAMPLE FROM FOUNDATION 80RING #1 AT A DEPTH Of 7'-6" (Sandy Clay) ~ I E PAN ION D E T PfTTING U DER CON T~N URE I I ( ' I I I I _ I I I I 1.0 10.0 cl~ 'tY ' :,G,E. KSF ONE-DIMENSIONAL CONSOLIDATION 1"EST FIGUP,F 2