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Home My WebLink About9840 W. 44th Avenuel��'JDO�7a NNOVAT IVE INC. STRUCTURAL SERVICES 13719 W. Amherst Way, Lakewood CO 80228 Phone: (303) 359-4678 Fax: (303) 948-1949 August 23, 2018 RE: Framing Evaluation (9840 W 44th Ave, Wheat Ridge, CO 80033) ATTN: Owner, Construction and Municipality Officials. To All Concerned: I conducted a visual evaluation of the building construction effort at the property listed above on January 5th, 2018 and in my professional opinion the building framing and foundation appears to be installed with good construction techniques, as well as, the design intent of the construction documents for project number 2017-181. Sincerely, REG ' .a ` 362 Y Darren Dowell P.E. President Page 1 of 1 �17c;o�l �S Fro a g F 1:� 1-" 1' 13 V I N o I TEST AND BALANCE REPORT FOR SWISS FLOWER & GIFT COTTAGE 9840 44TH AVENUE WHEAT RIDGE, COLORADO AUGUST 2018 GENERAL CONTRACTOR: NELSON & SON CONSTRUCTION SERVICE, INC. MECHANICAL ENGINEER: RAMIREZ, JOHNSON, & ASSOCIATES ARCHITECT: AW ARCHITECTURAL WORKSHOP PREPARED BY: FRONT RANGE TEST AND BALANCE, INC. Front Range Test & Balance, Inc. certifies that all balancing is done in accordance with NEBB, AABC and ASHRAE standards. P.O. Box 630112 • Highlands Ranch ■ Colorado ■ 80163-0112 Fro Rage T * E * S Y & 13 A * I- N * C * 1: August 28, 2018 Wheat Ridge Building Department Wheat Ridge, Colorado RE: SWISS FLOWER & GIFT COTTAGE To Whom It May Concern: All test and balance work on Swiss Flower & Gift Cottage in Wheat Ridge, Colorado has been completed in accordance with NEBB, AABC, and ASHRAE standards. Please let me know if you need anything else with regard to the Air Balance Report for Swiss Flower & Gift Cottage. Sincerely, Chris Cooper President Front Range Test & Balance FRONT RANGE TEST AND BALANCE FAN TEST REPORT PROJECT: SWISS FLOWER & GIFT COTTAGE FAN DATA FAN NO. FURN-1 FAN NO. FURN-2 FAN NO. FURN-3 Location MECH ROOM MECH ROOM STORAGE Service 1ST FLOOR EAST 1ST FLOOR WEST 2ND FLOOR NORTH Manufacturer GOODMAN GOODMAN GOODMAN Model Number AMVM961155DXBA AMVM961155DXBA GMSS960803BNAA Serial Number 1407083839 1112604610 1803308390 Motor Make/Frame NG NG NG Motor H.P./RPM NG NG NG Volts/Phase/Hertz 115/l/60 115/l/60 115/l/60 F.L. Am ps/S.F. 14.6 / T.P. 14.6 / T.P. 12.8 / T.P. Motor Sheave Make DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Motor Sheave Diam./Bore DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Fan Sheave Make DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Fan Sheave Diam./Bore DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE No. Belts/Make/Size DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Sheave CL Distance DIRECT DRIVE DIRECT DRIVE DIRECT DRIVE Filters 1 - 20X25X2 1 - 20X25X2 TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 2000 2034 2250 2229 1100 1111 Fan RPM NG DD NG DD NG DD Outside Air 509 514 713 720 147 154 Voltage 115 120 115 120 115 120 Am perage 14.2 7.0 14.2 7.3 12.8 6.1 I: X"f :4120i TEST DATE: 8/28/2018 READINGS BY: CC FRONT RANGE TEST AND BALANCE PROJECT: SWISS FLOWER & GIFT COTTAGE SYSTEM: FURN-1 AIR OUTLET TEST REPORT TEST APPARATUS: FLOW HOOD AREA OUTLET F DESIGN PRELIMINARY FINAL FINAL REMARKS SERVED NO. TYPE SIZE AK CFM VEL/CFM CFM % 1 CD 12X6 1.0 225 268 236 105% 2 CD 12X6 1.0 225 220 229 102% 3 CD 12X6 1.0 225 225 230 102% 4 CD 10X6 1.0 150 223 154 103% 5 CD 10X6 1.0 150 263 155 103% 6 CD 8X6 1.0 50 103 53 106% 7 CD 8X6 1.0 50 126 52 104% 8 CD 10X6 1.0 150 188 152 101% 9 CD 10X6 1.0 150 53 145 97% 10 CD 12X6 1.0 125 114 120 96% 11 CD 12X6 1.0 125 108 121 97% 12 CD 12X6 1.0 125 189 126 101% 13 CD 12X6 1.0 125 176 130 104% 14 CD 12X6 1.0 125 180 131 105% TOTAL 2000 2034 102% REMARKS: (D CORRECTED FOR ALTITUDE TEST DATE: 8/28/2018 READINGS BY: CC FRONT RANGE TEST AND BALANCE PROJECT: SWISS FLOWER & GIFT COTTAGE SYSTEM: FURN-2 AIR OUTLET TEST REPORT TEST APPARATUS: FLOW HOOD AREA OUTLET DESIGN PRELIMINARY FINAL FINAL REMARKS SERVED NO. I TYPE SIZE AK CFM VEL/CFM CFM % 1 CD 12X6 1.0 225 185 221 98% 2 CD 12X6 1.0 225 171 215 96% 3 CD 12X6 1.0 225 145 220 98% 4 CD 12X6 1.0 225 195 225 100% 5 CD 12X6 1.0 225 238 229 102% 6 CD 12X6 1.0 125 183 129 103% 7 ICDj 12X6 1.0 125 151 130 104% 8 CD 12X6 1.0 125 193 122 98% 9 CD 12X6 1.0 125 96 120 96% 10 CD 12X6 1.0 125 141 127 102% 11 CD 12X6 1.0 125 116 120 96% 12 CD 12X6 1.0 125 179 121 97% 13 CD 12X6 1.0 125 202 122 98% 14 CD 12X6 1.0 125 235 128 102% TOTAL 2250 2229 99% Il IF I REMARKS:) CORRECTED FOR ALTITUDE TEST DATE: 8/28/2018 READINGS BY: CC FRONT RANGE TEST AND BALANCE PROJECT: SWISS FLOWER & GIFT COTTAGE SYSTEM: FURN-3 TEST APPARATUS AIR OUTLET TEST REPORT FLOW HOOD AREA OUTLET DESIGN PRELIMINARY FINAL FINAL REMARKS SERVED NO. TYPE SIZE I AK CFM VEL/CFM CFM % 1 CD 12X6 1.0 150 162 147 98% 2 CD 12X6 1.0 150 217 155 103% 3 CD 12X6 1.0 150 210 156 104% 4 CD 12X6 1.0 150 238 153 102% 5 CD 14X8 1.0 250 247 259 104% 6 CD 14X8 1.0 250 185 241 96% TOTAL 1100 1111 101 REMARKS:IO CORRECTED FOR ALTITUDE TEST DATE: 8/28/2018 READINGS BY: CC FRONT RANGE TEST AND BALANCE FAN TEST REPORT PROJECT: SWISS FLOWER & GIFT COTTAGE FAN DATA FAN NO. EF -1 FAN NO. EF -2 FAN NO. Location CEILING CEILING Service RESTROOM RESTROOM Manufacturer BROAN BROAN Model Number AE80B-A AE8013-A Serial Number 71 L03H 71 L03H Motor Make/Frame NG NG Motor H.P./RPM NG NG Volts/Phase/Hertz 120/l/60 120/l/60 F.L. Amps/S.F. .3 / T.P. .3 / T.P. Motor Sheave Make DIRECT DRIVE DIRECT DRIVE Motor Sheave Diam./Bore DIRECT DRIVE DIRECT DRIVE Fan Sheave Make DIRECT DRIVE DIRECT DRIVE Fan Sheave Diam./Bore DIRECT DRIVE DIRECT DRIVE No. Belts/Make/Size DIRECT DRIVE DIRECT DRIVE Sheave CL Distance DIRECT DRIVE DIRECT DRIVE Filters TEST DATA DESIGN ACTUAL DESIGN ACTUAL DESIGN ACTUAL CFM 80 81 80 80 Fan RPM NG DD NG DD Outside Air Voltage 120 120 120 120 Amperage .3 .3 .3 .3 REMARKS: TEST DATE: 8/28/2018 READINGS BY: CC �IR FLOOR PLAN ^ '^ Z4-��~.-~~�~~~ M2] 1 SECOND FLOOR PLAN 2-0 1-7 oo Coloraao Geoscience and Design, Inc. P.O. Box 68, Franktown, CO 80116 Ph: (303) 688-2150, Fax: (303) 688-1295 Nelson & Son Construction 601 16th Street Ste # C-249 Golden, CO 80402 Job No: 17-7046/16-479 Certification of Compaction Testing performed by this office located at: 9840/9890 West 44th Avenue Jefferson County A representative of Colorado Geoscience and Design, Inc. for the above location performed the following set of tests on December 15th and 19th, 2017. X Compaction Testing This report is to confirm that the compaction is in substantial compliance with ASTM standards and the specifications for this project and the site where it is located. Call our office if there are any questions and certainly call when we can be of further assistance. Colorado Geoscience and Design, Inc. Reviewed by: 30584 : 4 /I q11 00AVIAL ENG? Colorado Geoscience and Design, Inc. P. O Box 68 Franktown, CO 80116 PH: (303) 688-2150; Fax: (303) 688-1295 Compaction Test Report Client: Nelson & Son Construction Date 12/15/17 Job No. 17-7046/16-479 601 16th Street Ste # C-249 9840/9890 West 44th Ave. Golden, CO 80402 Jefferson County Colorado Proctor: Curve 1 Specifications: 95% of Standard Proctor maximum dry density. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - PASS In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. Field Technician: SW Approved 4yMichaMWlausner, EIT LABORATORY FIELD TEST TO. LOCATION TEST DEPTH FILL DEPTH TEST TYPE MAX DENSITY PCF OMC % Dry Density PCF MC% COMP % PASS/ FAIL Gutter/Corner Pan BP- Manhole at NW corner of 44th and Jellison 1 6'S 5'E from BP 8" 12"BG NUC 119.1 11.7 138.4 12.5 116.2 P 2 6'S 20'E from BP 8" 12"BG NUC 119.1 11.7 133.7 6.0 112.3 P 3 6'S 35'E from BP 8" 12"BG NUC 119.1 11.7 118.7 10.2 99.7 P 4 6'S 50'E from BP 8" 12"BG NUC 119.1 11.7 118.3 9.1 99.3 P 5 20'S 15'E from BP 8" 12"BG NUC 119.1 11.7 124.1 6.6 104.2 P 6 50'S 15'E from BP 8" 12"BG NUC 119.1 11.7 125.0 6.1 105.0 P =180'S 15'E from BP 8" 12"BG NUC 119.1 11.7 1 129.3 4.3 108.6 P BG- Below Grade Specifications: 95% of Standard Proctor maximum dry density. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - PASS In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. Field Technician: SW Approved 4yMichaMWlausner, EIT Colorado Geoscience and Design, Inc. P. O Box 68 Franktown, CO 80116 PH: (303) 688-2150; Fax: (303) 688-1295 Client: Nelson & Son Construction 601 16th Street Ste # C-249 Golden, CO 80402 Proctor: Curve 1 Compaction Test Report Date 12/19/17 Job No. 17-7046/16-479 9840/9890 West 44th Ave. Jefferson County Colorado . PeGi I�ODU11a. U070 U JLdnUaro Proctor maximum dry density. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - Two tests failed. However, it is our opinion that the compaction for sidewalk is adequate. PASS In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. Field Technician: Approved by: ichael W. Klausner, LABORATORY FIELD TEST TO. LOCATION TEST DEPTH FILL DEPTH TEST TYPE MAX DENSITY PCF OMC % Dry Density PCF MC% COMP % PASS/ FAIL Sidewalk Compaction BP- Manhole cover at NW of pro ert corner 1 18'S 42'E from BP 8" 12"BG NUC 119.1 11.7 117.6 10.3 98.7 P 2 18'S 60'E from BP 8" 12"BG NUC 119.1 11.7 112.8 8.2 94.7 F 3 18'S 60'E from BP 8" 12"BG NUC 119.1 11.7 116.6 9.5 97.9 P 4 12'E 90'S from BP 8" 12"BG NUC 119.1 11.7 112.8 8.7 94.7 F 5 12'E 90'S from BP 8" 12"BG NUC 119.1 11.7 115.2 7.9 96.7 P c_ BG -Below Grade . PeGi I�ODU11a. U070 U JLdnUaro Proctor maximum dry density. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - Two tests failed. However, it is our opinion that the compaction for sidewalk is adequate. PASS In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. Field Technician: Approved by: ichael W. Klausner, ,-7D 1-1 00t[7S Colorado Geoscience and Design, Inc. P.O. Box 68, Franktown, CO 80116 Ph: (303) 688-2150, Fax: (303) 688-1295 Nelson & Son Construction 601 16th Street, Suite # C-249 Golden, CO 80402 Job No: -1 7-7046/ 16-479 Certification of Compaction Testing performed by this office located at: 9840/ 9890 W. 44th Avenue Jefferson Countv A representative of Colorado Geoscience and Design, Inc. for the above location performed the following set of tests on May 9th, 2018. X Compaction Testing This report is to confirm that the compaction is in substantial compliance with ASTM standards and the specifications for this project and the site where it is located. Call our office if there are any questions and certainly call when we can be of further assistance. Colorado Geoscience and Design, Inc. Reviewed by: PPpO REG�S'� y0o ZUO ®o � Ken Wu, P.E. I c 30452 0 Colorado Geoscience and Design, Inc. P. O Box 68 Franktown, CO 80116 PH: (303) 688-2150; Fax: (303) 688-1295 Compaction Test Report Client: Nelson & Son Construction Date 5-9-18 Job No. 17-7046/ 16-479 601 16th Street, Ste# C249 Golden, CO 80402 9840 / 9890 W. 44th Avenue Jefferson County Colorado PrOCtrfr- Curve #1 R Mnrricnn r) ice— A.,.,re.. +, c—,a..-,� wy Ucuany. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - PASS In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. 'A Field Technician: AC Aed by: Micha pprov4lasnr, �FIT LABORATORY FIELD TEST To. LOCATION TEST FILL DEPTH DEPTH TEST TYPE MAX I DENSITY PCF OMC % Dry Density PCF MC% COMP % PASS/ FAIL Drvive Pan and Sidewalk Sub rade Curve #1 1 Sidewalk- 125' east of N. Jellison St 8" 0' BG NUC 119.1 11.7 118.2 9.2 99.2 P Morrison QuarryAggregate #57018 2 Drive Pan 8" -0'B G NUC 128.9 9.4 129.7 5.4 100.6 P BG= Below Grade wy Ucuany. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - PASS In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. 'A Field Technician: AC Aed by: Micha pprov4lasnr, �FIT �01300 47S Colorado veoscience and Design, Inc. P.O. Box 68, Franktown, CO 80116 Ph: (303) 688-2150, Fax: (303) 688-1295 Nelson & Son Construction 601 16th Street Ste #C-249 Golden, CO 80402 Job No: 17-7046/16-479 Certification of Compaction Testing performed by this office located at: 9890 West 44th Avenue, Jefferson County A representative of Colorado Geoscience and Design, Inc. for the above location performed the following set of tests on January 18th, 2018. X Compaction Testing This report is to confirm that the compaction is in substantial compliance with ASTM standards and the specifications for this project and the site where it is located. Call our office if there are any questions and certainly call when we can be of further assistance. Colorado Geoscience and Design, Inc. Reviewed by: REG/ MCa:. v :'J30584 v Colorado Geoscience and Design, Inc. P. O Box 68 Franktown, CO 80116 PH: (303) 688-2150; Fax: (303) 688-1295 Client: Nelson & Son Construction 601 16th Street Ste #C-249 Golden, CO 80402 Compaction Test Report Date 1/18/18 Job No. 17-7046/16-479 9890 West 44th Avenue Jefferson County Colorado opecmcations: ao ro of Standard Proctor dry density. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - PASS In our opinion, till compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis X Contractors or clients representative advised. Field Technician: AC Approved by: Michael W. Klausner, EIT LABORATORY FIELD TEST TO. LOCATION TEST DEPTH FILL DEPTH TEST TYPE MAX DENSITY PCF OMC % Dry Density PCF MC% COMP % PASS/ FAIL Sidewalk subgrade: E side of Jellison Street, S side of W 44th Ave. 160' of sidewalk. 6" of structural fill 1 40'S of W 44th Ave. 6" 0' BG NUC 131.9 6.8 126.9 4.9 96.2 P 2 100'S of W 44th Ave. 6" 0' BG NUC 131.9 6.8 128.4 4.2 97.3 P 3 150'S of W 44th Ave. 6" 0' BG NUC 131.9 6.8 127.1 4.0 96.4 P BG- Below Grade opecmcations: ao ro of Standard Proctor dry density. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - PASS In our opinion, till compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis X Contractors or clients representative advised. Field Technician: AC Approved by: Michael W. Klausner, EIT ,,�01 700 q15 Colorado Geoscience and Design, Inc. P.O. Box 68, Franktown, CO 80116 Ph: (303) 688-2150, Fax: (303) 688-1295 Nelson & Son Construction 601 16th Street, Suite #C-249 Golden CO, 80402 Job No: 17-7046/ 16-479 Certification of Compaction Testing performed by this office located at: 9890 W. 44t' Avenue Jefferson County Colorado A representative of Colorado Geoscience and Design, Inc. for the above location performed the following set of tests on September 12th, 2017. X Compaction Testing This report is to confirm that the compaction is in substantial compliance with ASTM standards and the specifications for this project and the site where it is located. Call our office if there are any questions and certainly call when we can be of further assistance. Colorado Geoscience and Design, Inc. Reviewed by: P O®°® LU ° Ken Wu, P.EU� °gyp '30452 4, Ocoee°® �n.NALF. Colorado Geoscience and Design, Inc. P. O Box 68 Franktown, CO 80116 PH: (303) 688-2150; Fax: (303) 688-1295 Compaction Test Report Client: Nelson & Son Construction Date 9-12-17 Job No. 17-7046/16-479 601 16th Street, Suite #C-249 Golden Colorado, 80402 9890 W. 44th Avenue Jefferson County Colorado Proctnr Cnrva 1 ,, Y. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - PASS In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. Field Technician: AC — - --\ -1 nef�— Approved by: Michael W. Klausner, EIT LABORATORY FIELD TEST TO. LOCATION TEST FILL DEPTH DEPTH TEST TYPE MAX DENSITY PCF OMC % Dry Density PCF MC% COMP % PASS/ FAIL Interior Pad Sub rade 1 Most NE pad 8" 0' BG NUC 119.1 11.7 117.4 12.8 98.6 P 2 Most eastern NE pad 8" 0' BG NUC 119.1 11.7 116.9 10.3 98.2 P 3 Most western SW pad 8" 0' BG NUC 119.1118.1 9.9 99.2 P BG= Below Grade Cno. ifi..-,+i....�• ncoi –1 — ,, Y. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - PASS In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. Field Technician: AC — - --\ -1 nef�— Approved by: Michael W. Klausner, EIT Colorado Geoscience and Design, Inc. Concrete Testing Form P. O. Box 68, Franktown, CO 80116 Ph: (303) 688-2150, Fax: (303) 688-1295 Nelson & Son Construction 601 16th Street Suite #C-249 Golden. CO 80402 Job No: 16-479 CT 349 Certification of Concrete Testing performed by a representative of this office for the new structure located at: 9890 W. 44th Avenue, Jefferson County, Colorado The following tests have been performed by a representative of Colorado Geoscience and Design, Inc. for the above location. I/we hereby state that concrete slump & air were tested on 8-24-17 . The lab testing of these cylinders was found to be in substantial compliance with design specifications for this project. See attached testing reports. Call our office if there are any questions and certainly call when we can be of further assistance. Concrete Cylinder Data Reviewed by Ken Wu, P Field Representative: AC 7U, QUaQs�r�O"es°�� 52 �o a jC%47»=`SIONAt/�`` Colorado Geoscience and Design, Inc. Concrete Cylinder Test Data P.O. Box 68, Franktown, CO 80116 Ph: (303) 688-2150, Fax: (303) 688-1295 Placement Date: 8-24-17 Job Number: 16-479 CT 349 Address: 9840 W. 44th Avenue Placement Location: Foundation Walls Contractors Name: Nelson & Son Construction Number of Cylinders: 5 upplier: Martin Marietta Batched Time: 11:03 Truck #: 704 Age Days 7 day Arrival Time: 11:57 Design: A4700 FDesign 14 day Placement Time: 12:05 4443..9 Concrete Specifications 9-21-17 4" 67300 trength: 4000 psi Slump (in): n/a Air Content (%): n/a 5342.1 Field Observations Time Sampled: 12:07 Slump (in):4.5" Air Content (%): 5.1% Air Temperature: 82° Concrete Temperature 800 Water Added: O ga Additive: 0 gal Fresh Unit Wt: 143.9/ ft Progress Report Samples meet design strength Field Representative: AC Reviewed By: t+ �[ 111ti�f/ / Michael W. �Klau�sner ompressive Strength Testing Age Days 7 day =8-31-17 Cylinder Compressive Diameter (in) Load (lbs) 4" 52900 Compressive Strength (psi 4208.4 14 day 4" 55860 4443..9 28 day 9-21-17 4" 67300 5354.0 28 day 9-21-17 4" 67150 5342.1 Progress Report Samples meet design strength Field Representative: AC Reviewed By: t+ �[ 111ti�f/ / Michael W. �Klau�sner 1 J f �(�' Colorado Geoscience and Design, Inc. t� `7 P.O. Box 68, Franktown, CO 80116 Ph: (303) 688-2150, Fax: (303) 688-1295 Nelson & Son Construction 601 16th Street Ste# C-249 Job No: 17-7046/16-479 Golden, CO 80402 Certification of Compaction Testing performed by this office located at: 9890 West 44th Avenue, Jefferson County A representative of Colorado Geoscience and Design, Inc. for the above location performed the following set of tests on January 4th, 2018. X Compaction Testing This report is to confirm that the compaction is in substantial compliance with ASTM standards and the specifications for this project and the site where it is located. Call our office if there are any questions and certainly call when we can be of further assistance. Colorado Geoscience and Design, Inc. Reviewed by: REGIS O� \N •CN., I 584 S�oNAL E� Colorado Geoscience and Design, Inc. P. O Box 68 Franktown, CO 80116 PH: (303) 688-2150; Fax: (303) 688-1295 Compaction Test Report Client: Nelson & Son Construction Date 1/4/18 Job No. 17-7046/16-479 601 16th Street Ste # C-249 Golden, CO 80402 9890 West 44th Avenue Jefferson County Colorado Proctor: Curve 1 Specifications: 95% of Standard Proctor dry density. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) PASS In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. Field Technician: AC Approve by: Michael W. Klausner, EIT LABORATORY FIELD TEST TO. LOCATION TEST DEPTH FILL DEPTH TEST TYPE MAX DENSITY PCF OMC % Dry Density PCF MC% COMP % PASS/ FAIL Sidewalk sub rade: E side of Jellison St. running N to S 250' of sidewalk S of driveway at 9890 West 44th avenue 1 75'S of driveway 8" 0' BG NUC 119.1 11.7 121.6 7.3 102.1 P 2 160'S of driveway 8" 0' BG NUC 119.1 11.7 119.5 7.1 100.3 P 3 200'S of driveway 8" 0' BG NUC 119.1 11.7 117.8 8.5 98.9 P BG- Below Grade Specifications: 95% of Standard Proctor dry density. This report presents options formed as a result of our observation of fill placement, as well as the tests shown above. We have relied upon the contractor to apply the necessary compactive effort and moisture to achieve specified compaction during times when our observer is not present and at locations other than those tested. Test data are not the sole basis of opinions on whether the fill meets specifications. REMARKS - In our opinion, fill compaction substantially meets specifications as indicated by our observations and test no.(s) PASS In our opinion, fill compaction does not meet specifications as indicated by our observations and test no.(s). Scope of Observation: Full time x Periodic, on call basis x Contractors or clients representative advised. Field Technician: AC Approve by: Michael W. Klausner, EIT " 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: LI o q - F',iA 1 E l e -c ror, Job Address: 9 S g C W 1-1 N 4--� Permit Number: -;;� C 1 R o O -2 SS ❑ No one available for inspection: Tire M Re -Inspection required: Yes qls_ When corrections have been made, ia re -ins c 10 - 34- 33 `�spector:—J`�-- DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 31) - ELCC M1,12 COMM Job Address: gsgo w gC[,TR AUE Permit Number: 201 -3010 --?5 ❑ No one available for inspection: TimX:� (-((__AW/PM Re -Inspection required: YesNo , When corrections have been made,,c or re -inspection at 303-234-5933 Datefob' Z3' (64n)spec DO NOT REM /E 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: aGl Job Address: qg y0 LIV Ll ql h re Permit Number: '20/90/07 5— U ❑ No one available for inspection: Time t; AM/PM Re -Inspection required: Mei/ No When corrections have been made, call for re -inspection at 303-234-5933 ' Date: ` Inspector: M7-# DO NOT REMOVE THIS NOTICE GENERAL PROJECT NOTES NOTE SFE ARCHITECTURAL DRAWINGS FOR AWRIONAL CON5n UCTION REpHR*N_BM I. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND 103ISHW NECESSARI' FOR A COMPLETE OPERATIONAL NID PROPERLY RDCfIMMEJECr WAW SYS1EM I 14ATERAISA7D NI TALLATION SHALL COMPLY WITH CODEB.LAWBAAD ORDINANCES OF FEDERAL STATE AND LOCAL GOVERNING BODES HAVING JUISBdCTIOH I. MAMALS AND EOUPME F SMALL BE LISTED A ODIR LABELED BY LLL, ETL CLA OR ANOTHER RECOCN® TESTING LAB. ALL MATERAL, EQUIPMENT. WHIG DEVICES. ETC. SMALL BE NEW. ULESS SPECIFICALLY 04XATEJ AS EXISTING TO BE REUSED. ♦ THE CONTRACTOR SHALL PREPARE AND SSD TO G014/BEi1AL AGENCIES AND UTBJTY COMPANIES SHOP DRAWNGS REQUIRED BY THESE AGENCIES FOR APPROVAL THE CONTRACTOR SMALL SECURE AND PAY FOR ALL PERMFM GOVERNMENTAL FEES, TAMES AND U7BBE8 NECESSARY FOR THE IN DlECt1TOfl AN1 COMPLETION OF THE EIIOBICAL WORK, THIS CO TRACTORSNAL SECURE AND PAYALL FETE APO P871M PERTAINING TO THIS CONTRACT. SNALL BE RESPONSIBLE FOR WORKERS IDETFVAATON NO RAGGING . SAFETY AND LIABILITY INSURANCE PROVIDE LVWAOES, VOMM SEI& AND TRAM ]REMOVAL FOR THE SAFETY OF THE WORKERS UNDER THIS CONTPACTORS EMPLOY. S THE CONTRACTOR OWL NOTIFY THE ARtlFTELT6ONEERADNEA O AM WT "GR APPARATUS BELOVED TO BE INADEQUATE, LNSWASE N VIOLATION OF LAWS. ORDNANICES, RILES OR REGULATIONS OF AUTHORITIES RAVMARSDCTOK S THE CONTRACTOR OPLL PREPARE THE DOCIA E NMS. INCLUDING DRAWINGS, REQUIRED TO OBTAIN APPROVAL OF THE EQUIPMENT AND LOCATIONS OF THE DEVICES THAT COMPRISE THE SROM FEE HARM LF£ SAFETY SYSTBL THE DRAWINGS AVID CUT SHEETS SHALL BE PROVIDED TOA PAOFE8910N4 ENLDEIR FOR REVIEW AND APPROVAL THE APPROVED DRIYAWILLBE SOS WTAMPED. $OLED AND RETUNED TO EC TO ROM TO THE SILDNG DEPARTMENT 7. THE CONTRACTOR SNAIL CARIERU LY ELAINE THE CONTRACT DOCIAAHRS, VISIT THE SITE NO THOROUGHLY BECOE FAMLM WITH TE MKONG STNOAPDa UNCAL J W WO rUK CODES AFD REOLW NEMSANDLOCAIL CONDITIONS RELATING TO THE VDRL[ FAILURE TO DO SO WILL NOT FaEW THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. SUBkOD W OF PROPOSAL N COFELTICN WUN THIS WORN SHALL LIPLY THAT THE BIDDER HAS !EXAMINED THE JOS SITE, NO EXTRA CHARGE WILL BE ALLOWED FOR CHANGES AS A RESULT FROM FALUIRE T O EXVM THE JOB SHE L THE CONTRACTOR SWL PROVIDE TEMPORARY POWER AHO WINNING FOR THE PSWOWAICE OF ALL TRADES, FOR THE OHM PERIOD OF COIBIPo1C1I1311 AND SHALL REMOVE ALL TEMPORARY WANG AT THE COMPLETION OF OONSTRLOtON L THE EMM POWER SEAL AND COMLMCATON/ BYS19D ARE TO RBNN N SERVICE TO PROVIDE FOR THE OMENS RICTOM 90" R BECOME NECESBNH TO SWT -GDW N ANY SYSMBT OR PORTION OF A SYSTEM, APPROVAL N WRITING MIST BE OBTA/® FROM THE OWER AND BIALL ONLY APPLY FOR THE PERIOD NO TIME AGREED MFW. THE BID B TO NOI10E THE COST OF ANY 7EMP0RM1' WRNS AND PRBAUL TLE REQUIRED FOR THESMNDOWIL 10. ALL LATERALS AND EQUIPMENT SHALL BE ERECTED, NSTALIED, CONNECTED, CLEANED. ADJUSTED. TESTED, COMRIOED. AND RACED N SERVILE N ACCORDANCE WITH THE MAHUPACTIAERS DIRECTIONS A40 11. ALL OuTTNC DFAJM AND PATTING OF MASONRY, STEEL OR SOIH WOW BBANONG TO THE OULOM MUST BE DOE By THIS CONTRACTOR N MM 71 -AT HIS WORK MAY BE PROPERLY INSTALLED. BUT UNDER NO CONDITIONS MAY SIPDCTRAL WOR( BE CUM, DWI AT THE ONECf1W OF THE ARCPTECr41ESNPE2 W THEN REP ESBRATWE. 12. REFER TO ARDEIECRIRAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEONB OF ELECIRCAL FOIUES AND EEctRrx DEVICES. MOLMFDMMMSWALL CONFORM MADARO AMSTNONDS. 13. ALL WON REWIRED FOR THE INSTILLATION AS SOWN W ORAWNGS NCWONG LABOR EQUIPMENT AND MABLALB SALL BE N STRICT COMPLIANCE WRHL7IE SRb1GSMADk4M N. PROVIDE COMPLETE METAL RACEWAY SYSTEMS NO ENCLOSURES FOR ALL WANG 11R000(XR THE EXTENT OF TIEREQtMMSYSTBL 1a ALL TBE DATA BALES SWL BE PROVIDED V MH A irf CONDUIT NO PUSHING WITH RAL STRING RUN F' ABOVE FINISHED CEILING OR CHID OTD. BJ3,TRCAL IETALM T@D EMR) SIWL BE IIS® FOR ALL WALL OUTLETS L TH811OE WRONG RL M" BELOW RAISED BOOR OR ABOVE HARD GBIOL to ALL RECEPTACLES NOTED AS ISOLATED GROUND EG) W DEDICATED OR CROWED AS DEDICATED WALL BE PRUMWWTM AOEOCA7ED GRANIO AND IERML 17. IBMM CONDUIT 80 SILL BE 3M LRLESB OYHERMSE INDICATED. ODOM LAGER THAN r DIAMETER OR CONOUMBOP ANY SMP ROUTED OUTDOORS GALL BE"REN EDIATE METAL CONDUITEMCI CO IE 7L FUSIBLE DU T CONNECTIONS TO S 1XWM FIXTURES SIAL BE MADE With FLExBLE STEEL COMIFM.36NW MNMAL 7L RM CONNECTIONS TO MOTORBSHALL BE MADE WITH LIOUDTOW REMIBLE ST®. CONDUIT, IT NCH MHMUK 2D. NINE NO. B AND S AIM NSTAlEI N DRV LOCA71M SWI BE TYPE 71AAIN OR TNN 7HERMORANIC SKY SIMULATED COPPER CODUCTOR& NO MARE SMALLER THAN NO 12 OWL BE USW FOR LIGHTING W POWER VMM WIFE NO. SND LMfHER SHALL BE ORNDW. ALL CONDUCTORS INSTALLED N EXTEROR OR WET LOCATIONS SHALLBETTPE 71MN SOOV NSLUTW COPPER CONDUCTORS, 21. ALL NEW CROFT SNEAKERS FOR NEN OR E WING PANBBTWDS OWL IATW EXISTING OR NEW BUIDWG STANDARD PANE BGLO Mk%WACTLE AND SEVER TYPE. THE CONTRACTOR SHALL PROVIDE NEW'ACOFAIE AND DETAILED TYPE WRITTEN PANEL DIRECTORIES PER NEC ROLA FOR ALL NEW OR MODIFIED PASS. N46BBIW CROPS ARE FOR CONVENIENCE OF (DESIGN ONLY. EC, TO FELD VILIFY ACTLAL CIRCUIT NUMBERS USED AND CMECTLYNOCATECN*WMr WAN W THE E.C. SHAILREWM ALLABLOONW CRODL 21 PROVIDE INTIM NO FOR BRANCH CI CURS OVER TN AT TIDY AND OVER 1S2 AT 277V. E.C. TO FELD VERIFY SRANCHHCARO UTIT EIGTHSAD NCREMECWWCTOR BOVSAS REONW TO COMPOSITE FORVOLTA GE DROP. a EACH SNITCH, LIGHT RECEPTACLE NO ALL ODER DEVICES SNAIL BE PROVIDED AND !INSTALLED WITH A GALVANIZED OR OERARO® PRESSED Ski$ JUNCTION BOM OF NOT LIQ THAI NO. P US. GAUGE STEEL COOUTB GALL BE FANNED WITH LDLOIIIIS AND OtOOM ANO ALL UNSW *Wnn MIST BE LET SEALED. TEE MSM BE SiflCB/T ROOM FOR WAIFS AND SJSSOB AND 019 BOXES GALL BE INSTALLED WHERE REOEiW. BOTS S WL BE SEORBYNOADEOLOB.YSUPPORTED . 21. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SPECIAL OURET BOXES THAT MAY BE REOUIPID TO ENCLOSE RECEPTACLE 25. N SUSPENDED CEILINGS "PORT CONDUCT NOJUNCTION BOSS DIRECT FROM THE STUICTRAL SAB. DECK OR FRAMING PROVIDED FOR THAT PURPOSE MITNG BRANCH ,ROD COHaMB OWL NOT BE CLIPPED M THE CIELNG SIV RT WIRES OR SPLINE UNLESS THE LFL ING SYSTEM HAS BEET SPECIFICALLY DESIGNED FOR THAT PURPOSE. 2L PROVIDE LOCAL DISCONNECT SWITCHES FOR NI MOTORS EELEIS APPROVED WHERE REQJIRWk 27. THE E.G SNAIL MOVE N HIS COST THE REMOVAL OF ALL EKIBTNG ELECTRICAL DEICES, CODURS. P TTURES AND ECRIPIE/TTHAT S NOT TO BE REIM DISCARD ALL EQUIPMENT ASREQUIRED. E.C. SMALL BE RESPONSIBLE FOR OBOOIELTNGR7W RV SERVICE AND TEMPORARY POWER 28 PROVIDE WAIRARW (JIARANI® FOR A PERIOD OF ONE YEAR AFTER COII7F710N ARD AGCfRTNME. REPLACE ALLDEFECTNEVOMWJMW EQPMBOADNATBU"WRNOTAOOTONALQARLES 21L THE CONTRACTOR OWL BE RESPONSIBLE FOR THE OF HISM OWN PROPEITTY W THE JOB SM THE OMEN OR TENANT A8SAE8 NO REEPOPMM FOR PROTECTION OF THIS OONTR CTOR'S PROPERTY ADANSTFRE THEFT. W BNRO MENTN.CODITONL 30. WHERE COfOUN. CABLES, DUCTWORK OR PIPING PASSES THROUGH FIE RATED R OORB. WN13. W PAATnONA. THE SLEEVES OWL BE COMPLETELY SEALED WITH A FIRE STOP INTERNAL THAT 0 UL LISTED (EO1N TO DOW CMV V4 AND ACCEPTED BY THE MMM DEPARTMENT AND FRE DEPARTMENT AS BUNG SUITABLE POR THE SERVILE. THIS MATFRUL SELL BE WTMM N A=TV CE WITH THE NPLPLOUGHEDWACT RER3 PLOUGHED INSTRUCTIONS N ER ORDTO MAINTAIN THE FRE RATNG OF TE PENETRATED WNL FLOOR, OR PNTRIOH NSTAllA71M SHALL BE ATROI UNS ETRATMCN FIE" SYSTEM NSCA LEDAS TEOFD N ACCORDANCE WITH ASTMANDLL.TIE FRE RATNGBWL UkTWTIERATNGOFTEBAWA RMWPOEBATW. 31, SBMMANaWTROW COPY ORM(B)MMOFMWDRWNIMCMTROLMWR4m AND EOUPtENTa" 0 THE EXWM FOR APPROVAL PRIOR TO STARING RELATED WORM SHOP MAWIOS OWL NOIRE MANIEACRUIRII HAMES CATALOG MAMM CUM MN AMB AND OBER SUCH DESCRIPTIVE DATA AS ANY BE PEW/® TO DEMFY AD ED REVIEW THE UPMER. PAMTMTAS SHALL BE N LOGICAL GROUPS, PARTIAL 91 STN.8 TML NOT BE NEVEM >Z ,PON CORETON O CONSTRICTION. SUPPLY THE B014M WITH ONE COW499 SEM OF PULL SO A4BULT MWNX PROVIDE THE OWNER WiTN THREE 0 SEB OF OPERATION ARD WPF/IEWDE MANUALS FOR EACH TYPE OF EQUIPMENT INSTALLED. 33 THIS CONTRACTOR SMLL ASSUME ALL ADDED EXPENSES TO ALL TRADES ASSOCIATED WITH THE WTAIIATONOF S A MTIW AND M ALTERNATE EQUIPMENT. M. THE CONTRACTOR SHALL WOPOPATE E THE LAYOUT OF TFILE ROOM MAIM ALL OTHER OWSUE5, ESPECIALLY TE FREAL VI N AND FRE N PHOTECTI OESONSDDCONTRACTORS PRIOR TO ANY WORK 3L F ANY CHANGES ALE MADE TO ACCOMMODATE FELD CONDITIONS NOTFY THE ENGINEER MIEDKTRY OF III THE CNNDEB WERE. THE RFABON FOR THE CFWRS. AND THE COST /PACE. 35 LOCATE ALL ETEC/PoCAL 9MHO801RDS, PASIBOYOS AND ELELTNJI DMTPJ ITION EQUIPMENT N DEDICATED SPACES NO PROTECTED FROM DAMAGE WITH ADEOATE WORKING CLEARANCE ACCORDANCE NTH NEC 118 REQUIREMENTS. PROVIDE PROTECTION FROM MY FOREIGN SYSTEM *WALLED ABOVE THE DEDICATED EQUIPMENT SPACE PER NEC iq]gEL 37. SERVILE EQUIPMENT SHALL BE MARKED TO IDENTIFY IT A BEND SUITABLE FOR ISS AS SERVICE EOAPIENT PER NEC 230A 3t EiEcTwx ROW DOORS sNLL BE EOAPPW MPRH PANG BARB, PRESSURE RAM W OTER DEVICES THAT NE NOOWLYLATOED NT OPEN UNDER MF1E PREMIUM NACCONMNCEWIT HIE, II01Slq(SI. CODE COMPLIANCE STATEMENT THIS PROJECT SHALL COMPLY WITH THE FOLLO'ING CODES: 2011 RAT01ALHECTU:CODE PECI P • 1012 NTBNATIOHALENBaT/CWSERNA�OH COOE(ECq ELECTRICAL LEGEND am *V4Smi #l(x rq nDrelwunn.NYnW anuAwltan�n�wrowe�PQlSnrlePRo DBOAOrtn1DENW IBNI.•mQnl.n,l®ROIIDIMWIB,nd,R. ur,AMMa.'aA �tYetgb�iesrr•orro � .b.meE„wwArmnDA ® �.NbPJnm � AeaA®ou,Fne®rnE ® RaDAcawr3N� ree,gEauna �T .oe®n,a4nuAe>vrwe v a1rAa),Al -® bm+nmDaEF.srAaA ♦ ' ronn .biro ® RmAaAnAaRrRAFs>PtAaA . 1n1w1�nnEl O Tam i n-Xin-v.wnn FQ =IIAOnI®LCrwInP lillaxili ® -.RAN- O' Mcc9s*aWrtal ® PA1,1 barn •ba 0' AJatremlEorAW,a 14 saenarx9mrna, eeeAWaln,meeMrbP a ouerwLW,eA G rrsrr ,waenub N b,eYEYB b m W,e IEC 710. N bdroMrtlwrcbleemdniw Metld h,e,.eP. a1ltlY W, =brIMYYrtS. aw,r=IOs.mnVbr YA�MPs."°rwe�it� oe� •srnatAneAvne "' e� ama.�a © 3OG R IOOEG B e�lUp®rr uY,rlaDlw ons m w �ir .: rtmn1Y O m1.N meE W nAP. n0 0 r4 rA,IeAae.. VV .CtbbYFWIM9R w w�wr,;:w�mm wN •Wr.VIFYLGttlittNA b d W I,OnPA aAD b,pPOere t10Ped drl YPScdrM AilYe e,ulpeP.I pa,Nq m W br p ES dnn so 'Willil- OO a.I Nr @Amari ® -- ioandr bI� I""W"N"da L;AB6®L mlllE YYY® ® i Issiet K NlrerrrMCYfn®c - erelnplPDAq �)�oEVIfBIH M°mA' �6E� rA.OFJn.gAm1A d Io,a I FOWW $dw" M&W 25dmi.3Ta IBM 5,11400lill, 4M rC1 120OW A.�.,•��SHG. 31:: !i! HoOOW y.y.,��4-".�2Da3YO I am 314iDOm, ISO. ml TROY 3EV280bni. tm 3'C' am *V4Smi #l(x rq WQW 4V.792mW, Da TV aOW 41Va111. KID.rq 3500 1ptip qDa 2q 3mw Wd®a,NG.31 25OW AL29M.Kil a31 a W W4q NG,7C 2001W W4'kM2O i LISW W�914Barc j low win Na rC I251WVOL on I-= lit KIM Villin 1•IRC SOW Min RG. 4791 mw WTI. ani-IAM TOW WN, SSP. 4191 i mwVW Ba t -um owwin SUS. IS aVF wRSlm.t'C DOW AHKI.81Oa 391 204 W1112. #12G, 191 abapylMPrAMNeWOPNbic bAep.nyj NW../wdM.ISW YPSMlrroyo.9- d All mWlM.adIt. COW ro-.*g WNmhwAll, md.g.,* lWbMA.PndTSeW..N- ,Y.b 100 Aegs Sir DIr,YF p.eVNo by NEC. N b,eYEYB b m W,e IEC 710. N bdroMrtlwrcbleemdniw Metld h,e,.eP. a1ltlY W, =brIMYYrtS. MIND 2MG N Son No 3OG R IOOEG B sm 10 200-1200APn About Dm 2Atam40 eOOC 30 20M 250hei EgvgAd DAM Catlmn darE R. NEC T1tl, 2nffi NmPWrtr,nldr uMIrMM NAludnnl'N A,e O.bSCmddnOrd,n/G Wwe1Yb=VMrJq,w b d W I,OnPA aAD b,pPOere t10Ped drl YPScdrM AilYe e,ulpeP.I pa,Nq m W br p ES dnn S b b 0B y rIYPO d b mumA OEWa RdE6q N, mPidV„N aN Sdb0M1 W bacI,140 TsbAbYM1Vrmdrb ioandr bI� I""W"N"da -Pb--* baWB 25M P.6 W F.itan.PL RPAb mpdA„uwl,NlebPPwo•u, O.K.-diA d, ftWU tr,M,la HEC3ml0 I he new meter pedestal for the pedestrian poles must be located within the public Right -of -Way as this will belong to the City of Wheat Ridge. The pedestal as ,shown herein is currently on private property (there is only 6" of ROW behind the newly constructed sidewalk along Jellison Street.). Due to the lack of ROT width on Jellison the pedestal may need to be located somewhere along West 44th Avenue. Please refer to the Site Plan included with these redlines. NEwNETERPWE,4TA. -) JELLISON STREET - T PEDESTRIAN POLE (NIGRAE PER EOC RCffY STANDARDS I� SITE ELECTRICAL PLAN PROJECT E1.0 SCALE 1'=2W4* NORTH GEERAL NOTES: 1. PIAN SHOWN FOR REFERENCE ONLY. EC. SIULL FIND VERIFY EXISTING CONDITIONS. PANEL SCHEDULE: A MNM7N0: M ,8.340E VMUGELL 2a wmm 011LQ 161 -@AYo VSLTmmm SI MNNTN : tClYM7NOKADI: OAM OOEETS Nw Pwbsl a ear ..,.I mAbaW Staub Ane w Pm IIWf.I m.sPwd Ar. o,s,ol= s� meas eon d Pane® MW,tM q8 Aw 4 I &w Sp- A 111091.IP. Is m I D 2 1 Y�aeow B s�a40- L F1AEAlVAk 5D RVISEA(VAs M - $WAElfft, IPHAIII O MMLOM WF BOD TOTALOBVJDtOADWN 0 10 A NOW 1. MAIbI DRi! jIL{o AVALOU JUI ROD WAIIw Dewhn= is 120 nm WCATINN 110TH L4 - - -A& i gid -MA -YIL.0 A" 9dL omkkwpY 1 1 W ,m 2 M 3124 W 211 04, ,a 1W SL?[$ 1. NWbe,b SueAew }PAITePoYA'M4eG x VAIs I L4„=L--Ow i NAV•t•R•WH AWL41•P,LIFL4A tMC,SeA .VCLTGqbAFbA CKbd& ,CAA FpOsd,letRp 4*40•(ZAL,FL-NWIDTcabdn xVCLTAapWA"- 1 7ro EG id Md1 Apd.y leb.d. b b EiBYbr. l lbid/bi/PEENAIYnMbwbn�ILibiG ldiltl E.F/mP/eOrwMbEN�q.OLPEn4.iWlr'FonN.trYES.E wrmrr.ibw b OedII UWIMb pbWlwbbUMAYAMFry..e,4bdid dbeAtlMetbgOa=mAd.. A Abb11�Yr,id MlpobbMbtlb QwObs AwrlEc dWNSC0Adrllllep.blt•ALbePPN.Y.ew1A ). Idd.dhYMlwibimvrrbdb„�uMSAYmP116NW l NEC 11ati NRAM LU W Q S (N) GRADE44OUNTFD J80X PEDESTRIAN POLE PER CITY STANDARDS - COMBINATION METER MAN LOCKABLE ENCLOSURE MLIHAMC I OEOPObTB PAD MOUNTED, SOM1P M VADIALARESI,4TANT, LOCKABLE, WEATHERPROOF MN) I PEDESTALXCEL E EWC WLIMrt WTTM COLD PANEL SECIBCE MEIBUNO W 44mmRL(11B CBTHt PAD POUTED UTILITY A tOOAAATRLSFORMER I I 240112OV, 14%AUSE. 3W PfEOVOE CONCRETE PAI. FED VERIFY FNH Wei T G I �PAT7EIMwmR13ICLDSIIFEMANUF�GRADE LEVEL AWROM pDA1DBRn,n{BIEEC7a • RIGmbOe008.Wh T)t ONE LINE DIAGRAM ET.O SCALE: NTS ■rbY"rw`.:",:'r" �:" ::.` WE LINE DLAGRAMI I;ENBLL NOTES: 1. E.C. M FED VERIFYEXSTING CONDITIONS 2 ALL E•OUPMET S NEW. L ALL ECEROR EQUIPMENT M BE WEATHERPROOF 4. FED VERIFY INSTALLATION REWNfAEMS WTIH UTILITY PRIOR TO ANY ROUGH -k S THE EC. SHALL PROVIDE LABELING OF ALL OSCONOWDIG APJAS IN ACCORDANCE WTH MEC 110.7& SA PROVIDE LABEL W EACH DISCONNECTING LEANS PER NEC IH IMM Lb, SERVICE. EQUIPMENT SHALL BE LAMED WTN THE MAO" AVALIBLE FAULT CURRENT AND DATE PER NEC 1102". Lc. WHERE ANY SHrES RATED COMBINATION SMEMIS ARE UTLIZED, PROVIDE LABEL ON EQUIP" CLORM NDCtATNG THE SEPoES RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER TYPES AND RATID33 N ACCOROANCE WITH ITEC 11022(B) AD na21ICk CAUTION- SERIES OOMN47M SYSTEM RATED __ AMPERES. WMFED REPLACEMENT COMPO eM FEQUN®. U LL ttW^ vJ J Q N_U LL3. 1� UW J � c� W M O 2 00 Uj J O O LLI a 0 �_ RLI Urn 3 ELECTRICAL PIAN, ONEUNE, NOTES AND SCHEDULES E1.0 9., 1351E5, "LF CaNC PAN S CONCRETE PAN 4!13.15 R -S of IS R -S a CONST. CORNER CURB .. ........... ;: : *:': :;::: AND SIDEWALK CHASE ........ FAtj SEE C, SEE SHEET C15 BUILDING E TOTAL FLOOR ARM, Z400 SF . . . . . . . . . . . . . . . . . . . . . . . . . . . 30' . . 'LD TOTAL FLOOR AREA: 4,800 SF 14 carr. TRASN R- R -r 41.W R -f .... .... 44TH AVE DETACHED SIDEWALK - CONCRETE .................... U EAS004T PROPOSED PEMDEMSMIRIAMN :61 . 41.9r CONST. COOT TYPE I DRIVEWAY TO TI Mo. FLOW DITTECTION, TYPICALLY ON PAM SURFACES FLOW DIRECTION. TYPICALLY IN FLOVILINE (9) SANITARY MANHOLE CP* CLEANOUT TYPE V INET STORM DRAIN MANHOLE ADA PARKING STALL LIGHT POLE P F5 P P F5 6 4 OCONST. 11 CORNER CURBDEPRESSED AND SID CHASE ClINB PARKING LIGHT POLE 1 Z CONST. RETAINING R-2' SEE SHEET C15 T 5 DaSTWO MONUMENT SIGN LEGEND PEDESTRIAN L104T POLE WALL SEE SHEET C4 SITE AND PAVING PLAN M REMAIN -14 FT TALL PROPOSED LINETYPES FOR ELEVATIONS rt 1 DOSTING EDM OF ASPHALT TON ASPHALT PATCH BACK 0 0 POWER POLE -81- MINOR CONTOUR (V INTERVAL) =SWC)TFOASPHTj PROPOSED 1.5' /1 4007 F SEE SHEET C7 FOR DETAILS 10 03 ELECTRIC PEDESTAL LU ROW DEDICATION 4 M GAS METER -5280- MAJOR CONTOUR (5' INTERVAL) CONST. IN CUREICTIT R-1 J10121ON STREET AND RUNDOVIIN CONST. TRASH ENCLOSURE BEGIN 6' VERTICAL FIRELAX 9 I BUILDING B (E)TSTING TO N CONST. Sr OF NEW WATER METER PROPERTY BOUNDARY En CEDAR FENCING AND GATES WE AND GUTTER SEE SHEET C14 -T--j <&NSEE7 "5 A.Tl:g SIDEWALK CURB AND GUTTER WITH ASPHALT PAT04M SIGN Z Uj C j CONST. 8- CONCRETE PAN RIGHT-OF-WAY RE-' AM PLANS -FCONST. COK) TYPE 2 DRIVEWAY AREAL 5.123 SF CONST. CDOT `-P� DRIVEWAY[ MATCH EX CROSSPAN LOT LINE @Qf 10 6 TRANSITION M DEPRESSED CURB R=25 51 NVAC CONDDISER PAD LLI z R -I L-15.70* - - - - - - - - EASEMENT A, CONST. CDOT DRAINAGE AND LANDSCAPED AREAS m RIP RAP ......... . .............. . . . ............ ....... ............ . . . . . ................ . ........ ��376.03' 28 ADA RAMP R=IO.00r -- - - - - - BUILDING SETBACK z FS T, AM RUNDOWN . . . . . . . . . . . . . 9,4�5e3 b UU Vd ou t SIDEWALK PAVING DL ASPHALT An area of ROW available for EDGE OF ASPHALT IICTURE To T . IN 3 EE .. .... . . . . ...... the meter pedestal in here. CLOSE AND LOCK G ASPHALT TO REMAIN E-111,139.68 Otherwise it will need to be CURB AND GUTTER (SPILL/CATCH) r (DETECTABLE WARNINGS VERSION GATE 7. ADJACENT LOP ADJACENT LOP 7 Placed within theI "I'llewl 9745 IN 43RD AVENUECONST. RETAMNc M W 441H AVE 8U C E=111,150.97 6' DALE & SHE11" PIERCE ie between the on a. d curbing EDGE OF BUILDING CO93ROVE PROPERTHS L1,C 2. CURB RADII ARE 5' UNLESS NOTED OTHERWISE TOTAL. FLOOR AREA: 6,000 SF N-708, 1.55 RETAINING WALL I FOR PUBUC CURB AND GUTTER AND SIDEIIALX DETAIL SEE SHEET C14 5! CONST. 78 LF E=111,150.79 4. FOR CURB CUT AND RUNDOWN DETAIL SEE DETAIL 14 ON THIS SHEET T CONCRETEdSPUYAREA . . . .. WARE FM GG 'k CONST.. 4 FENCE (1.5- RANTER 2s' FENCE) 0 yr ...... ..........a TIMING A MTAL FLOOR AREA: 6,634 SF 4 AIL s BELOW SEE DEL W WATER LINE J7 7V R -I' \7iv SAN SANITARY SEWER STORM SEWER R-2- R_,,, 4.2V PROPOSED LOT LINE (TYP) R-16 PROPOSED 10' ROW OHIU OVERHEAD UTILITYsyM CONST. �36LF I Y CONCIIIETE PAN DEDI- UNDERGROUND ELECTRIC —I FENCED )OR POT ELEVATION is �4 If 11 24! -IW-- .............. .................................. :7 .. I , . I .... I - I , - - ................. ::: j::: I Y AREA :A : : NOMINAL SLOPE ON CUT OR FILL z 1351E5, "LF CaNC PAN S CONCRETE PAN 4!13.15 R -S of IS R -S a CONST. CORNER CURB .. ........... ;: : *:': :;::: AND SIDEWALK CHASE ........ FAtj SEE C, SEE SHEET C15 BUILDING E TOTAL FLOOR ARM, Z400 SF . . . . . . . . . . . . . . . . . . . . . . . . . . . 30' . . 'LD TOTAL FLOOR AREA: 4,800 SF 14 carr. TRASN R- R -r 41.W R -f .... .... 44TH AVE DETACHED SIDEWALK - CONCRETE .................... U EAS004T PROPOSED PEMDEMSMIRIAMN :61 . 41.9r CONST. COOT TYPE I DRIVEWAY TO TI Mo. FLOW DITTECTION, TYPICALLY ON PAM SURFACES FLOW DIRECTION. TYPICALLY IN FLOVILINE (9) SANITARY MANHOLE CP* CLEANOUT TYPE V INET STORM DRAIN MANHOLE ADA PARKING STALL LIGHT POLE P F5 P P F5 6 4 OCONST. 11 CORNER CURBDEPRESSED AND SID CHASE ClINB PARKING LIGHT POLE 1 CONST. RETAINING R-2' SEE SHEET C15 T 5 DaSTWO MONUMENT SIGN PEDESTRIAN L104T POLE WALL SEE SHEET C4 M REMAIN -14 FT TALL FOR ELEVATIONS rt 1 24- 0 0 POWER POLE 10 03 ELECTRIC PEDESTAL 30. M GAS METER CONST. IN CUREICTIT R-1 AND RUNDOVIIN CONST. TRASH ENCLOSURE FIRELAX 9 I BUILDING B (E)TSTING TO N CONST. Sr OF NEW WATER METER 7L� CEDAR FENCING AND GATES R=3'R-S ............. .... ......... .. . . . . ... FEW& TOTAL CURB AND GUTTER WITH ASPHALT PAT04M SIGN Z Uj C zIr RE-' AM PLANS AREAL 5.123 SF MO CUT @Qf 10 6 TRANSITION M DEPRESSED CURB NVAC CONDDISER PAD LLI z ff I A, DRAINAGE AND LANDSCAPED AREAS m RIP RAP l -- 20' CONST. 2- �T UmTy EASENIENT z CONST. V CUIREICUT AW RUNDOWN AM RUNDOWN I NV RU - SIDEWALK PAVING DL ASPHALT T TO REMAIN G ASPHALT TO REMAIN CONCRETE PAVING ASPHALT PAVINGco (DETECTABLE WARNINGS ADJACENT LOP ADJACENT LOP 7 1. ALL DIMENSIONS ARE TO FLOWILIME OR EDGE OF BUILDING UNLESS NOTED 9745 IN 43RD AVENUECONST. RETAMNc M W 441H AVE OTHERWISE DALE & SHE11" PIERCE CO93ROVE PROPERTHS L1,C 2. CURB RADII ARE 5' UNLESS NOTED OTHERWISE I FOR PUBUC CURB AND GUTTER AND SIDEIIALX DETAIL SEE SHEET C14 4. FOR CURB CUT AND RUNDOWN DETAIL SEE DETAIL 14 ON THIS SHEET PAVEMENT summay DESCRPTWN DEPTH (IN) ROADWAY - ASPHALT 6 ATTAaiD SIDEWALK - CONCRETE 4 44TH AVE DETACHED SIDEWALK - CONCRETE 6 ATE DRIVES - ASPHALT 6 ASPHALT 5.5 ATE SIDEYINK - C04CRETE 4 b, 51 1 1& BATTER FOR USE *0 PAVEMENT SLOPE IS AWA " W - (SPILL CURB) g HY Os CURB CUT WIDTH VARIIES PROPOSED CURB FOR USE WHEN -AVEMENTPER SHEET C3 TITER LINE SLOPE IS TDWAF ) CM 5! OLS, LEVELst ME OF GUTTEF 4 DOM m RIPRAP TYPE L T, C 4 49528 q. TOE OF SLOPE VARIES 03 BARS) MOFRIPRAP Mk 1.5 z . ....... AMENITYZ0 ASPX 0 20 40 ALT PA J A FFHALT PAVING CONCRETE PAN GRAPHIC SCALE ♦PROPOSED SIDEWALK PROPERTY L 2 1 INEI 2 F 4 02/15/17 0 PROPOSED CURB SIDEWALK PROPERTY LINE) 2r X W PROPOSED (IN FEET) 40DO PSI CONCRETE NTH FIETERMESH 3' CONCRETE PAN ��C 3 NOT TO SCALE E SIDEWALK SECTION r6 CURB CtJT & RUNDOWN DETAIL I INCH - 20 FT BASELINE nlxxl)u NOT M SCALE — - cc3m() NOT TO SCALE SITE AND PAVING PLAN RM C14 CD.&g C3 C3 am 3 - 24 C3 City of Wheat Ridge Commercial Electric PERMIT - 201801075 PERMIT NO: 201801075 ISSUED: 05/10/2018 JOB ADDRESS: 9840 W 44th AVE EXPIRES: 05/10/2019 JOB DESCRIPTION: Install one meter pedestal and provide underground power to two pedestrian pole lights. *** CONTACTS *** OWNER (303)915-4459 SHEAR HEIDI SUB (303)424-9733 John Basil 018765 Basil Electric GC (303)990-2620 Clay & Luke Nelson 130235 Nelson & Son Constr. Svc. Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 331 / General Retail; 1 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,975.00 FEES Total Valuation 0.00 Plan Review Fee 132.80 Use Tax 209.48 Permit Fee 204.30 Engin. Review Fee 100.00 ** TOTAL ** 646.58 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is 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 permit. I further attest that I am legally authorized to include -alt entities named within this document as parties to the work to be performed and that all work to be performgd is disc ed int 's docynient and/or its' accompanying approved plans and specifications. Signature of--i��R or`C'ONTRACTOR (CirCleOne) Date / I 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 and procedures 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, an violation of any provision of any applicable code or any ordmai# Jor regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildilg Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of /Wheat dge RECEIVED MUNITy DEVELOPMENt APR 1 1 1018 Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 P ! Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 // q) Email: permits(&ci.wheatridae.co.us FOR OFFICE USE ONLY Date:/ 1 14 Plan/Permit # 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: �� L4 LA +- h tn� J Property Owner (please print): o e A -k S k P a rA Phone: �6 3 q ) 5 gl5l Property Owner Email: Tenant (Commercial Projects Only) SIS Property Owner Mailing Address: (if different than property address) Address �� `� (� 1 in A - City, State, Zip: I,�i ktdp 62 : 0033 IF Architect/Engineer E-mail: Contractor: 0>'O(-:�s I L_ eL e C_Vz_t C- , : I C_ Cows City of Wheat Ridge License #: e 118 7 (� 5 Phone: _�> CD _S — 9 O -Li — -7 Contractor E-mail Address: :3'0 "e-" . R''t --- I L - E C':,0—� � i '. V- \.r�,T For Plan Review Questions & Comments (please print): CONTACT NAME (please print): -��' t '" F - Phone: 50-�> - `i �' ``� ` 9 7 CONTACT EMAIL(p/ease print): 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 # ZCOMMERCIAL ❑ 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. P P f-,- ► C\-, Pry L_e� i- lnl (/Cde �OC>C) ` lJ a o J C1t)XE5i Z- — Y QC-- L --t G H -C`, Commercial Projects Only: Occupancy Type: Construction Type: J Sq. FULF Amps BTUs Squares 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 `' ` DATE: H I � t g Printed Name: V >Ct_te♦ -T-- hA_n-'t L_ ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: �' ; �' 0_1 / 0SoZ 4T DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: t3 i CITY OF WHEAT RIDGE Building InspectionDivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `-1 o -i - F:7 , " -, e-, 1 Job Address: 1/5 L-) G �--) L) �-6 A «c Permit Number: ri 0 1 -7 0 C1 U -7 s- �- , , I n ) A) 0 -� 4-',)e ❑ No one available for inspection: Time =) S— AM PY Re -Inspection required:Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 ) - Inspector: T fS DO NOT REMOVE THIS NOTICE City of Wheat Ridge Community Development Department Memorandum TO: Accounting Department FROM: Kim Cook, Building Division SUBJECT: Refund for Permit DATE: February 17, 2017 Reason: Contractor pulled duplicate permits for 9840 W. 44th Avenue, permit #201709621 is closed out. Please refund: Contractors License$ (acct 01-510-00-513) 80% permit fee: $ 226.84 (acct 01-510-00-516) 0% plan review $ (acct 01-550-05-551) 100% use tax: $ 315.00 (acct 01-500-02-505) Total: $ 541.84 TO: Apex Plumbing 12275 W. 48th Avenue Wheat Ridge CO 80033 Thank You! " Ca04 Permit Technician q ,--9 hty of �W eat i e co DEVELOPMENT "� City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Refund Application Complete this application in its entirety, attach all copies of permits, permit cards (if issued) and receipts that were received at the time of permit issuance. Requests for more than 80 percent of the amount paid will not be approved without prior approval from the Building Official. The refund application must be received by the Wheat Ridge Building Division no later than 180 days after permit issuance. Applications received after 180 days of permit issuance will not be approved. You can mail or hand -deliver all required documents to: City of Wheat Ridge, Attn: Building Division, 7500 W. 291h Ave., Wheat Ridge, CO 80033. Company Name/Name (to whom check should be made out to): 06' ( V (r `l C-, Address: I 5 v_) LA Vrti ASE City: P'* LOO,4 n cQ State: ( Phone 015_'j 3 VS Fax: Permit #: o�lGl� o% Email: Zip: `QCT' � 3 Permit Address: Reason for request:yb 131 VvL Printed Name: VWIrL- Y— t Signature: v ct_ Date: - -3-1 !� For office use only C� A This request hnbe Approved Denied Refund Amount: $ �J ) Approved by: Date: La/ il w ww.ci.wheatridge.co.us City of Wheat Ridge ffi Residential Sewer Repair PERMIT - 201709621 PERMIT NO: 201709621 ISSUED: 12/18/2017 JOB ADDRESS: 9840 W 44th AVE EXPIRES: 12/18/2018 JOB DESCRIPTION: 190' of new 18" RCP inlet (type C) to new manhole on property running down east sicaof property. *** CONTACTS *** OWNER (303)990-2620 CLAY NE SUB (303)215-1348 Brian W *** PARCEL INFO *** ZONE CODE: UA / SUBDIVISION CODE: 331A *** FEE SUMMARY *** Total Valuation Use Tax Permit Fee ** TOTAL ** *** COMMENTS ssigned neral Retail; 1 0.00 315.00 283.55 598Ad 060162 Apex Plumbing Inc. USE: UA / Unassigned BLOCK/LOT#: 0 / VALUATION: 15,000.00 *** CONDITIONS *** ALL sewer repair/replacements r which a permit ssued MU inspected by and receive written approval from the Cit f Wheat Ridge ING DIV regardless of inspection by any Sanitation District rep ntativ ection a roval of work by any Sanitation District representat _ grant au y to cover k without the approval of the Building Division. **For trenchless sewer replacements - The contr will verify pe of new sewer piping in conformance with the IRC and IPC of inch per foo ess of wise allowed specifically by the applicable code. The pl g contractor provide rification of proper slope and drainage in writing as a c tion of ap of the pe tted work.** ! °-z i 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: .� 0 4, M Job Address: T76 4 Q W y u Permit Number:r� ❑ No one available for inspection: Time) a .g oM�M Re -Inspection required:L:Ye No When corrections have been made, call for re -inspection at 303 -234 - Date: ( 1 b InspectcQ- M•— 1 c U DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201709675 PERMIT NO: 201709675 ISSUED: 12/21/2017 JOB ADDRESS: 9840 W 44th AVE EXPIRES: 12/21/2018 JOB DESCRIPTION: Install 50 squares of IKO Cambridge shingles and 10 squares of EPDM. Pitch is 3/12, 4/12 and 8/12. 60 squares total. *** CONTACTS *** OWNER (303)990-2620 CLAY NELSON *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 331 / General Retail; 1 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,420.00 FEES Total Valuation 0.00 Use Tax 323.82 Permit Fee 299.40 ** TOTAL ** 623.22 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Commercial Roofing PERMIT - 201709675 201709675 ISSUED: 12/21/2017 9840 W 44th AVE EXPIRES: 12/21/2018 Install 50 squares of IKO Cambridge shingles and 10 squares of EPDM. Pitch is 3/12, 4/12 and 8/12. 60 squares total. I, by my signature, do hereby attest that the work to be performed shall comply with al] accompanying approved plans and specifications, applica le 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 permit. I further attest that I am legally authorized to include alI entities named within this document as partes 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. S nature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying )Tans 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 issuanc granting of a_pgrmit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apphcabl xdmande r Ihti 'n 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 c.. Wh6afl� dge j,� MUNiTy DEVELOPM[NT Building A Inspection Services Division 7500 W. 29P Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line. 303-234-5933 Email: FOR OFFICE USE ONLY 19 Pian Review Pro. *** Plem conViets all highlk#ftd ams on both sides of this fwm. Incomploft applications may not be pror4as*d. ' Property Address: ci S,(0 tj -,q110+h A 30 5) Z4 ) tj --] 14 2-1 Property Owner Emall;I C/) ss�to Lvcr Cc rd,g I VY -7 C o ,. Mailing Address: (it different than property address) Address: )q o iii, 14 A � vuu State. Zir): W Oaf co SODS3 Architect(Engineer E-mail: Phone- g-+ L �oAlq I vi C Contractors City License #.- z 2 S Z 2 Phone: Contractor E-mail Address: bi I I I vqc(� bar� I rc)c4) nci i Vic G. cov)--i Sub Contractors: Electrical: W.k City License # Other City Licensed Sub. City License # Plumbing: W,R City License Other City Licensed Sub: City License # Complete all information on BOTH sides of this form COMMERCIAL 0 RESIDENTIAL. Da+riltisr work. (Check all that apply) iNEW 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, sited, deck, etc.) MECHANICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEMIAPPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT OTHER (Describe (For ALL projects, please I vi a #Mailgd description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, a Tfiance size and efficiency, and amount �osoN Ca�MrY► �c S ►1-9 I e 5 6L P -t d o �C� Sq. Ft.tLF Btu's Gallons Amps Squaw C71. tither "od `Value; (Contract value or the cost of Al materials and labor included in the laft pr iect) F00 O'St04MUCONTRAC 1 OR SIGNATURt OF UNDERSTANDING ANDING AND AGREEMENT I b€ reby certify that the setback distances proposed by this permit application are accurate and do not violate appli"ble ordinances, titles or regulations of the City of Wheat Ridge or covenants, easements or rr trictiowr ofrecord, 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 ordinance for work under any permit issued based on this application. that I ant the legal owner or have been authorized by the legal owner of the property to pe`°rforni the described work and am also authori2W by the legal owner of° any entity included can this application to list that entity on this application CIRC1EOXE (tiWAIEV (CONTRACTOR) orflLPi"�1'OPMEDR`EPRES s'�iArN of (OWNER; (COX'i`RACTOR) ERM1 1 1 I l ri ��I�I 7 LG1 SIE NATI3 Building Division INSPECTION RECORD a Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT: 2 � 6 �� ADDRESS: "l FL(C> VI) Z,JOB CODE L Foundation Inspections 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls DateI Inspector Initials 106 Foundation wall Insulation I I �— Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground DateI Inspector Initials Comments Comments Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections SEE OVER FOR ADDITIONAL INSPECTIONS PERM IT?()11 07U ADDRESS:� �B CODE: Final Inspections Date Inspector Initials Comments Rough Inspection (continued) 402 Gas Meter Release 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 319 Hot water tank 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 320 Drywall screw and Nail 410 Final Window/Door 321 Moisture board / shower walls 322 Rough Grading Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 fire inspections please contact the Fire Protection District for your project. 411 Land scape/Park/Planning* 412 Row/Drainage/Public Works** 1323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 fire inspections please contact the Fire Protection District for your project. 411 Land scape/Park/Planning* 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.*****For 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not is constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. City of Wheat Ridge Residential Plumbing PERMIT - 201709316 PERMIT NO: 201709316 ISSUED: 11/29/2017 JOB ADDRESS: 9840 W 44th AVE EXPIRES: 11/29/2018 JOB DESCRIPTION: New RCP 18' from new manhole on property to manhole on 44th ave. 190' of 18' RCP from new inlet (type C) to new man hold on property. *** CONTACTS *** OWNER (303)990-2620 CLAY NELSON SUB (303)215-1348 Brian Wilkie 060162 Apex Plumbing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 331 / General Retail; 1 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,000.00 FEES Total Valuation 0.00 Use Tax 378.00 Permit Fee 331.10 ** TOTAL ** 709.10 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. 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 ermit. I further attest that I am legally authorized to include all entities named within this document as partes 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. 1-7 Signature of OWNER or CONTRACTOR (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 Budding 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 and procedures 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 an 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, an violation of any provision of any applicable' pplicable cod':�or any .ordrnauc�ar re atti of this jurisdiction. Approval of work is subject to f any 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 Pidge ZMNITY DEVELOPMT 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: permits(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: '((2q / (� Add to Permit # 9 0 / -'� U q 3 ( Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: \7'6 L\C) W Property Owner (please print): C�a±j Me � 4,c r Phone (-:S0A C> - db a© Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company: ku I^C� Contact Person: — Phone 0 �� 3-16 C�Xoi� Contractor: �p�c �( Vv rr� t'r\ Contractors City License #: 6!go/ C a Phone&n3) a.kj ' �3v1 � Contractor E-mail Address: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: r�r. M�� hbke Q\9 L k*--;�1e ON Sq. Ft./LF Amps C, r- -i� "C'� e r--- Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) 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 ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: Pr,-vr— �, Qom' SIGNATURE: T -k -fl DATE: ap� 1 DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY CLASSIFICATION: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District 11 Received ❑ Not Required Building Division Valuation: $ 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: z/y rt/ G/G/r'�•Jvc Permit Number: ';f1_11I_'1>0 ❑ No one available for inspection: Time hr ` 0 AM/FM Re -Inspection required: Yes No When correc 'ons have been made, call for re -inspection at 303-234-5933 Date: Inspe i O NOT REMOVE THIS NOTICE A City of Wheat Ridge Commercial Roofing PERMIT - 201708861 PERMIT NO: 201708861 ISSUED: 11/03/2017 JOB ADDRESS: 9840 W 44th AVE EXPIRES: 11/03/2018 JOB DESCRIPTION: Permit to remove and replace 61.33 squares of metal roofing. pro -panel II *** CONTACTS *** OWNER (303)424-7421 SHEARD FAMILY TRUST SUB (970)797-2502 Steve Arends 170227 Assurance Contractors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 331 / General Retail; 1 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 36,000.00 FEES Total Valuation 0.00 Use Tax 756.00 Permit Fee 568.55 ** TOTAL ** 1,324.55 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Roofing PERMIT - 201708861 201708861 9840 W 44th AVE ISSUED: EXPIRES: Permit to remove and replace 61.33 squares of metal 11/03/2017 11/03,,2018 roofing. pro-p�ne1 ]: I, by my signature, do hereby attest that the work to be performed shall comply withal I 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 thispermit. 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 erformed is disclosed in this 4cument and/o 'ts' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (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. 1 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 and procedures 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 reglluired 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 any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building O la (fin"`,:. REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FV INSPECTION THE FOLLOWING BUSINESS DAY. �c City of Building & Inspection Services Division 7500 W. 29" Av., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email.- 2tLrnits�@cj wheatrid ec is �� o FtJIt E USE ONIN Date; PfanMennit —1 a -�) )--I 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: 9840 W 44th Ave, Wheat Ridge, CO 80033 Property Owner (please print: Heidi & Russ Haas Sheard Phone: 303-594-9871 Property Owner Email: russ. sheard @Dwildblue. net Mailing Address: (if different than property address) Address: City, State, Zip: ArchitecttEngineer: Architect/Engineer E-mail: Contractor.- Assurance Contractors, Inc. Contractors City License #: 170227 Contractor E-mail Address: vickigassurancecontractors.com Sub Contractors: Electrics(: Plumbing: W.R. City License # W.R.City License# Other City Licensed Sub: City License # Phone: Phone: 970-797-2502 Mechanical: W.R. City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form Z COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE Q COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL 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.) c.,�.,f'� ��'�1 �� ,r�t�o�.�.`�► ��>� �-� � lam' (t.3o4 t,,l-e 1-1 fRtie- l �c Sq_ FULF . . .... Btu's _ Btu's Gallons Amps Squares 61.33 __... Other Project Value. (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATt'RE OF l:'.NDERSTA_\TING 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 xll conditions printed on this application and that I assume fall responsibility for compliance with applicable City- of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that i ani the legal ow-ner or have been authorized by the legal owner of the property to perforin the described Nvork 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 XiEPRESE."*r'7:1TIVE) of (01,VNF.R) (CONTRACTOR) Electronic Signature (first and tit name): f ZONINGS COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION; Building [Division Valuation: 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: 3o 3 /T ;13� Job Address: 10LIV" fh v9 Permit Number: 2217 vroyUl K'a v , ❑ No one available for inspection: Time ( AM/PM Re -Inspection required: Yes( No When corrhave been made, call for re -inspection at 303-234-5933 Date: �17;'j � Inspector: ref/ r` DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201708861 PERMIT NO: 201708861 ISSUED: 11/03/2017 JOB ADDRESS: 9840 W 44th AVE EXPIRES: 11/03/2018 JOB DESCRIPTION: Permit to remove and replace 61.33 squares of metal roofing. pro -panel II ***Revision add redecking for 16.5sq*** *** CONTACTS *** OWNER (303)424-7421 SHEARD FAMILY TRUST SUB (970)797-2502 Steve Arends 170227 Assurance Contractors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 331 / General Retail; 1 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 37,350.00 FEES Total Valuation 0.00 Use Tax 784.35 Permit Fee 591.55 ** TOTAL ** 1,375.90 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. IV 4 A 41 City of Wheat Ridge Commercial Roofing PERMIT - 201708861 PERMIT NO: 201708861 ISSUED: 11/03/2017 JOB ADDRESS: 9840 W 44th AVE EXPIRES: 11/03/2018 JOB DESCRIPTION: Permit to remove and replace 61.33 squares of metal roofing. pro -panel II ***Revision add redecking for 16.5sq*** 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_permrt. I fur er attest that I am egally authorized to include all entities named within this document as parties to the work to be performe to be p I"ormed is 'sclosed in this document and/or its' accompanying approved plans and specifications. Signature of O\NER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit 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 ermit 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 changeof 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, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of ChMeff3uilding Official ---'—b Date REQUESTS MUST BE MADE BY 11:59PN ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat j�ge id �MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its()ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: j j / f / //-7 Add to Permit #c u1 '7 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: �5' � 0 , v 4 / 4 1 /A Property Owner (please print): Aetdt ' /,/�Gf�_5 Aa5 � Phone: Property Owner Email: Mailing Address: (if different than property address) Address: 5;2 44 V,..J= City, State, Zip: `- 04J G.S Contact Person: � ��'�' Phone: Z B- Contractor:s�z�,c�/6-S Contractors City License #: Contractor E-mail Address: Phone: Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps dur. Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ /1-35-0 a4L-ke .. 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 ist i n this application. CIRCLE ONE. (OWNER) CONTRACTOR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: VBG SIGNATURE: vDATE: V ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District ❑ Received DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required ❑ Not Required Building Division Valuation: $ 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: i c r Job Address: 62 ''(0 w. qq 'f 'I c% Permit Number: 2 o r 61 -7 9 5 ❑ No one available for inspection: Time ' ` AMiPM Re -Inspection required: Yes No *When corrections have been maal'e-,—call for re -inspection at 303-234-5933 Date: P ` �5' % -% Inspector: �&Zej"w DO NOT REMOVE THIS NOTICE # FOR OFFICE USE ONLY Date" Pfewpermit# �0 L90 17 7 S Plan Review Fee: III I mz=�� WEMMU= Mailing Address: (if different than property address) Address: YM iumut, i Architect/Engineer E-mail: Phone: ContraotOW01tyucenset,► Sub Contractors: Electrical: Plurnbing: Mechanical: WR City License # W.R. City License # W.R. City license# Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION DWINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEMIAPPLIANCE REPAIR or REPLACMENT ,ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLA95MUT I I amount of materials to be used, Sq, FULF Btu's Gallons AMPS Squares Other Project Value: (Contract value or the cost of &I materials and labor included in the StLft 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, casements 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 (his application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any pennit 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 authorizzd by the legal owner of any entity included on this application to list that entity or) this application, 1, the applicant for (his building permit application, warrant the truthfulness of the information provided on the application, CIRC E ONE,, (0 WIVEN ("�'C" �"JITRR `r�'TO 0�' IZEDREPRESENTATIVr) of (001NIFR) (CONTRACTOR) A�T� Electronic Signalure (first and last name): DATE: I understand that checking this box, that I acknowledge that this constitutes a legal signature, 0EP-,ART,ffl VNT US E- ONLY ZONING-COMMiNT& OCCUPANCY CLASSMCATIOW Reviower ,tlUiLDING,DEPARTMENT,COMMr.NTS; Building Division Valuation: ♦~~I CITY OF WHEAT RIDGE ~l Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: R 4>5. J,~vTP r~r~ e f,3v S n1ceS Job Address/Permit Number: `i`?Yo .v, ? S AaZ ❑ No one available for inspection: Time AM/PM Re-Inspection required: "Yes When corrections have been made, call for re-inspection at 303-234-5933 Date: 41"- Inspector: DO NOT REMOVE THIS NOTICE OF WHEqT~ . ~ ~rm City of Wheat Ridge COCORPO 0 Commercial Mechanica PERMIT - 060243 PERMIT NO: 060243 ISSUED: 04/17/2006 JOB ADDRESS: 9840 44TH AV : EXPIRES: 10/17/2007 DESCRIPTION: install air conditioning CONTACTS - gc 303/421-2161 01-7835 Blue Sky Plumbing owner Swiss Flower Shoppe PARCEL INFO ZONE CODE: UA SUBDIVISION: UA USE: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 2,645.00 FEES Permit Fee 108.30 . Total Valuation y, .00 Use Tax 47.61 TOTAL 155.91 Comments: Install Air Conditioning : I hereby certify that the setback distances proposed by this permit application are accurate, and do nbt violate applicatile ordinances, rules or regulations of the City of Wheat Aidge or covenants, easements or restrictions of record; that a11 measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and at I a me full responsibili £or compliance with the Wheat Ridge suilding Code (I.H.C) and all other applicable Whe t~Ridge0~d~ances, for work' is permit. lans subject to field inspection. Signature 1 2 3 4 5 6 date This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from.issue date or (B) the building authorized-is suspended or abandoned for a period of 180 days. If this permit expires, a new permit may be acquired for a fee of one-half the amoune normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. I£ changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pezmit. No work.of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advanre for all inspections and shall receive written approval on inspection card be£ore proceeding with successive phases o£ the job. The issuance of a permit or the apprwal of drawings and specifications shall not be construed to be a pexmit for, nor an approval , any~" lat'mfl~the provisions of the building codes or any other ordinance, law, rule or regulation:All p iewqe subject ty.fSeld inspections. INSPECTION REQUESTLINE: (303)234-5933 BUILDING OFFICE: (303).235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FORINSPECTION THE FOLLOWING BUSINESS DAY. 04/17/2006 07:34 3034240495 BLUE SKY PLUMBING BUILDING INSPEGTION DiVISION - 235-2855 cirY oF wHEaT RiaGE 7500 WEST 29TH AVENUE WHEA7 RIpGE, CO 80215 OWNER/CON7RACTpR SIGNATURE OF UNOEft5TA1 D1NG ANO AGREEMENT I hereby cedlfy Ihat !he 581ba[k dislence5 proposed by fhis permit apqliCatiqn are accurate, and dtl not violate appIicahle ordinence5, Nles or regulatlans af tha City o( Wheat Ritlge or covenanls, easemenls or resldctians o( reenrd; Iha( aq measurements shown, and ellegelions made ara aacurate; lhat I have rcad aad ayrce (o abide by afl conditions printed on this appiicatlan, and that I assume full responsi6llify for compliance wil the Wneal Ridge Bailding Code and all ofher applica6lc xork uncler lhi5perm dt (OWNER)(CON7RAC70R) 51GNE6 ~E tt PAGE 02 Date : 411 -4-16(o Properry Owner•: Property,4ddfe95': W Q , T~`'~~° Phone : Contractor License No. : (~.V~~ l . , ..Company: ~tZ U~~ n6Vl~~'~~~ ~ ~ka+ viPhone:3~~j~']v~~r-~l Description : Construction Value ; ol ~ ~6-1}0 PermitFee: 'J . Use: BUILDING OEPARTMENT IJSE ONLY Use Tax : Total_ $0.[)U. SIC ; Sq. Ft. : Approvai: Zoning ' gwfdtfimimmm Approval: PQtS1fi~ZW8~R~3 Approval L Occupancy ; Wails : ftnof : Stories : Residential Un3ts : Electrical License No : Plumbing l.ir,ense No ; MeChanical License No : Company: Company: Company: ExpiraGon Ddte : Expiration oale : Expiration Qate : Approval: Approval: Approval; (1) This permit w-as Isaued In acmNapCe wlth Ihe prodsions sM Iorih in yapur applk2ti00 and Is su6I'eq Ip Ihe laws ol the S1nla of Cokrede and fe Ihe Zoninp Regvlapans end 8ulid'mg Code ef VJheal Rid e, Cofoado or any aU+ot a plice6le oidlpa~s of Ihe City. (z) mis pem~n shau czpnc a(n) mc vronc aw,o"Pzed is mi wmmenced wnn~n slxry (ep) tlays Gom lesue pal6 Of (B) the 6ulldlrip autmoM1i¢tl is suspendetl or a6aedoned far x pedod of 120 days. (7) If thl, pC(mM eKpires, e new pertnq rtUy ye aCyuiflE IOt a fee ol anahalf Ille emounl noim.]Ily 1EqUlted, provldpp no Ulangez Ilave been wiJUl ba matl2 in Ihe origlnel qlnr~i a`W Speaficallotls end eny suspcnsfan or abandanment has not Cxr„e~edone.(lj yat, II changes er9 m?Un of If 5uspenslon or ahxndpnRqnl c.tccds one (i) yerr, (ull fees shall he peld fora new pertnll, 4) Na wo~ qf any m2nner shall be done Ihal Will CllangG U1e nalmel flow oI+VAICr Wusing a dralnagp RmGlem, 5) Contracfor eholl nefy Ihe 8uilelnp InspecIor twen(ydwr (14) npurs in advance for all Inspecllans and shan raglyg ~Men approval an Mxpqq7an caId belwo pr~ing wXh SUttE501vC Oh3lCS al ih@ Ip6, .(0) The i~suan[a of e pcrtnit or P. epproval alerewings and spedllevlons ahall nol be conslrued lo be a permil for, nar an appraral uf, eny Ne1aUon ol U+e provblans . or the huildlnq COdq IX any oUfef oNlnartce, IaW, Nl9 arregulaGOn. , Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED 6Y THE CHIEF BUfLDING INSPEC7pR AND MAYpR CALL: 234-5933 24 HOIJRS PRIOR 7p INSPECTION 04/17/2006 07:34 3034240495 % SLUE SKY PLUMBING Plu.mhing & Heatiiig, Tiic. 1.I.68o'W. 441.Iz Ave. Wheal Ftidge, CO $0033 303-421-2161 rax 303-424-0495 FACSIMILS TI(ANS[YfITTdL SFZEL+T ~ -ro, 6 P0.OMi SyeAl& CUMPANS~: oAr~: ~J FpA NUOitl$IL• YniAL NO. OF PdGGS JNLLVDJNG C~VSNt P}IONGNUM06R~ ❑ uncEO4r ❑ rox nsvisw CI PL&ASE COMMWT C7➢L6ASC+ AEPLY CJ P1.Eh5E nELYCf,S nvrasicowm{r.razs; ~ J ~ t~ ~ ~ s ~ . ~ PAGE 01 ~l 1 ~ cw%k--.- vi ' c~- N f~ ~ W D ~ ° a ~ m w ~ d N a o ~ r Z 0 m m m 3 N c ~ a c N N J N ~ O O ~ 3 c s c m a c~ g o s s c m ^ ^ 9 AD a, ~ o m . m ~ ~ a ~ f ~ ~ ~ d m' O T O ~ ~ x m T 0 r r ~ Z ~ ~ C A ~ O cn m r m D r 0 m (f) n ~ -4 O Z ~ ~ O 0 m m 0 ~ Z 2 7 ~ ~ mc s ~p ~3F 3 ° 3 y ? c n d Q < o a ~ m0 °m m o ° m H ~ ~ P m ^ m v n~ A n ~ o m d dp(p N ~ n ~ ~O n 0 o w ~ U. ~ ~p J N 6 S S ~J O O m ~ C ~s~ ¢F m m R1 y ^ $ d n D a ~ c O w m ~s a m ~ ro c ~ ~a ~ ~ oa o v~ a 3 N O ~ SN O m y ~ m =m° w ~ m ~ a~ m d ~ Q a o < c m H N p ~ 7 ~ a f: l 1 ~ ~u yl I~I ~ l ~ O O^ l 1 ~ ~ z ~ ~ Date: -511(16g A Certificate of Occupancy or Completion has been requested for: ADDRESS: PURPOSE OF Bui(ding Department Approval: Remarks: Zoning Approval:: Remarks: Public Works Approval: 06l 5Lldo~l Remarks: Fire Marshal( Approval: (If App(icable) Remarks: Sanitation District Approval: (If Applicable) Remarks: Water District Approval (lf Appficable) Remarks: N LU Z o cf) C/) ~ z z ~ a :D W Q J Cf) Z °a m °C M W o w m = ~ w ~ z M O O ~ Z o v -1 ^ LL ~ ~ W cn a v ~ Z 0 - O o Z U IX N U a :D Z = _ ~ N M M CY) Lf) qqp N OM ~ M Q O M ~ O J O V W% W V ~ W ~z ~a Q ~ W ~ N Cl) 0 ~ ~ ~ U Z d D Q ~ o' EL W ~ o ~ (a) W ~ Z ~ s V a W a a~ Cl) z ~ ~ ~ Q ~ 0 ¢ O ~ ~ ~ ~ ¢ w ~ 0 ~ ° ao ~ w z ~ J ¢ w d O Q Z a H 2 ~ ¢ ~ LL ~ U ~ O W H ¢ J m Z O Z 0 F W U t n m 0 U ° w a z c~ - ~ iJ ~ ~ ~ ~ ~ ~ co LU Q a ~ o . ~ J J \ ~ - cn ~ ~ cc O ~ C) Lli 0- z ~ (!7 z - U U y ' w E- °c z C - ~ v 0 p~ 0 O N 6 ~ y c ~ Q L 0 L L N fn O C L (6 ii U ¢ ~ 'LU ~ J z O 0 (D ~ 0 a- ~ Y 0 0 ~ 'L O a ] C ~ 'O J ~ ro ro m _p C U ~ ~ ro W 0. _ 0 iL C- 0 z a 0 a ~ 0 ~ > C > ~ o C ~ C ~ ~ N W L O D ~ L O C 6 C7 ~ ~ 6 = L O ~ N C ~ R Z ltf ~ O O cp pl 'N '0 ~ W '.U-.. N m ~ .U N F 1 ~ j ~ ~ ~ ~ ~ E ~ N cu O o2f ~ Q a) 'C Q N U f/1 (a~tl -J °25 3, Y M LL C O If CL W W d = LL m LL d U. O a LL It U ~W zN D~ ; w . F- H, Z~ W :D~ aU~- ~U0 z°w ~ U ~ Q ~ U O COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 16587 Date : 12/17/2003 Property Owner: Property Address Contractor License No. RUSS SHEARD 9840 W 44TH AVE Phone : 424-7421 20710 Company : SWEETWATER CONSTRUCTION, L.L.C. Phone : 995-2060 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENTI 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 respo for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicabl he YRidge ordinances for work under this permit. (OWNER)(CONTRACTOR) SIGNE DATE/2 27_- Construction Value : $35,000.00 Permit Fee : $640.00 Plan Review Fee : $416.00 Use Tax : $420.00 Total: $1,476.00 USE : -v ~'o- Description : BUILDING OF NEW STORAGE STRUCTURE ON PROPERTY co BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Zomng Commen~s~ Approval : TRC OK PER CASE #PBG 03-01. FRONT, SIDE & REAR ELEVATIONS Zoning : G1 MUST BE TREATED WITH STUCCO FINISH (AS DETAILED ON S1) OK. 1218/03. NO ELECT., PLUMB., MECH. PERMITTED IN SHED PER Approval : DM FIRE DEPT. COMMENTS Public 4G omments~ OK. SEE ATTACHED SHEETS. 1213/03 Approval : DFB Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No ImO:: Com an Com an linp nsPonsible for tocating properry P Y: P Y: APProved n lm rovements according to the 7'he City p~ ~r~uired development standards. Ezpiration Date : Expiration Date : • ~fF~for inaccurate infomiation Approval : Approval : pro~~ ~ pl~ set and ar~y ~ons~ction '&ofi inaccurate informar;,,r, -(1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State ofEoloratlo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days fmm issue date or (B) the building authorized is suspended or . . abandoned for a period of 120 days. .(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fu0 tees shall be paid for a new permit. . (4) No work of any manner shall be done ihat will change the naNral flow of water causing a drainage problem. (5) Contractor shall notify the euilding Inspector twenry-four (24) hours in advance for ali inspections and shali receive written appmval on inspection card before proceediing with successive phases of ihejob. -(6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisio o he buildin odes or any other ordinance, law, rule or regulation. Chi uilding In ector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUII.DING PERMIT APPLICATION Date: / 2- 22 --=3 Applicant: e-JSS S Si-F-6A✓UA, Phone# Location of Construction: 9830- 9Sefo i.~/. q5'f'` AvE ;vvE Purpose of Construction: c2NSr.e c77a~ oF A ND 'x so 'sm sa Building Permit Value: Single Family Commercial X_ Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ 100.0 0 (for document pracessing) Single Family Residence Review Fee: $50.00 $ (for review of applicable technical documents) CommerciaUMulti-Family Review Fee: 5~ r~ p-4W ,cp e oD ~ •(for review of aNis4ng technical docwnents)--s 0 14Z., $100.00 e o, •(for review of technical docuinents for construction in Right-of-Way, Final Drainage Report, and Erosion ConVOI Plan) $500.00 $ CDOT Access Perntit Fee: $100.00 $ (for docmnent application and processing) r Traffic Impact Study Review Fee: $100.00 $ (for document review and processing) Flood Plain Variance Review Fee: (fot document rcview and proccssing) Class I Applicalion: $300.00 $ Class I Publication/Notice N/A Class II Application $750.00 $ Class R Publication/Notice $90.00 $ TOTAL REVIEW FEES (due at time of building pemut issuance): $ Zoo. o0 PLEASE NOTE THAT IN ADDITTON TO'I'I-IE ABOVE FEES, TfERE WII.L BE ADDITIONAL LICENSING AND PERMI'ITING FEES REQLTII2ED FJdR"CaP~UCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date K2-22- °`3 RevON03 o~ ~ r DEPARTMENT OF PUBLIC WORKS ~ -7 BUILDING PERMlT APPLICATION REVIEW Date: 12/3/0 3 cOL 0 R A Location: 1830- 98//o w• Attention: Building Department I have reviewed the attached materials submitted in appiication for approval of a S<FEb at ihe above referenced address. Please note the summary couunenu below. 1. ✓ Boundary Closure: ✓ OK _ Not OK; refer to stipulations. 2. ✓ Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed . c. Lo[ drainagelgading to be reviewed by Building Division _ d. Site drainageJgrading provisions have been reviewed and are: _ v- OK No[ OK; refer to stipulations. 3. ✓ NPDES Perntit Required: _ Yes ✓ No 4. ✓ Public Improvemenu: a. street paving needed: Yes b. curb and gutter needed: Yes c. sidewalk nreeded: Yes d. sveet lights needed: Yes e. s[orm sewer needed: Yes f. letter ot credit required: _ Yes If a letter of credit is required, for what improvemen[s? ✓ No ~ No ~ No ✓ No ✓ No v- No A/M Amount of letter of credit: N i9" 5. Subdivision Agreement required: Yes ✓No 6. _i Developmen[ Covenant required: _ Yes ✓ No lf Yes, for 7. ✓ Traffic impact analysis and report required: Yes ✓ No 8. State Highway Access Permit needed: Yes No 9. ✓ New roadway or alley R.O.W. dedication recommended: _ Yes ~ No If yes, wha[ is recommended? 10. ✓ All existing dedicated roadways/alleys meet the standards of the City: ✓ Yes _ No If no, which do no[ and what is requested: .JIA I1. ✓ APPROVAL: T'he Public Works Department has reviewed this request and hereby gives its approval, subject to the above and/or attached svpulations. ~3--.-~-~•--~+-- Signature David F. Brossman, P.L.S. iz~a~o 3 Date 12 NO APPROVAL: The Public Worlcs Department has reviewed this request and does not give its approval for the reasons staud: Signnture David F. Brossman, P.L.S. Da[e 13. Stipulations attached: _ Yes _ No 14. ✓ Summary Commenu: Anv damage to the existinP Public Imvrovements as a result of this construction is to be repaired [o mee[ Citv standards bv the Permit Anolican[ prior to the issuance of the Certificate of Occupancv A Drainaee Certification Letter is required prior to the issuance of the Certificate of Occupancv. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST24`" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED IzL3103 Dear Contractor: ADDRESS 9830-918410 In/•'~~/`'``i4vc.uv~ In conjunction with the approval of the building pernvt application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works DeparUnent, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to deternvne the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Ca File Rev 4103 f w„_qr COMMUNITY DEVELOPMEA'T DEPARTMENT Suilding Permit Number: BUILDING IhSPECTION LINE - 393-234-5933 Date CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE ~i' ~ ~o o~po~ AEAT RIDGE, CO 80215 -(303-235-2855) ` ~il'1'L-ILi~TION ~ PropertyOwner: fA3SS SNls A 77 3.3 -*24-'7424 PropertyAddress: -195 4'1'~ Ws 445"' ✓-N7P- 1.JkKA70&(~g PhoneP~6 303-~M"1-ctiq4. ConhactorLicenseNo.:R59UFb6 OW\ER/COtiTRACTOR SICNA'[1RE OF UKDERSTA\DING AND AGREEp(EtiT 1 hereby cenify tha[ the setback distances proposed by this pertni[ application are accumte, and do not violate applicable ordinances, mles or regula[ions ofthe City o(Nheat Ridge or covenams, easements or resMctions of record; [hat all measurements showm, and allegations made are accurate; that I have read and agreei a id by all conditions printed on this application and that 1 assume full respons~ ry for omplianc ,rth t e R'heat Ridge 6uilding Code (U.B.C) and alI other app ~cable t Ridge dinance (or work under this pertnit. (Ol1'NERHCOMRACTOR):SIGNE L 1 p,> (OR'NER)(CO]TRACTOR):PRI'JTED / DATE DESCRIPTION: is tsi tJ& i~'i uF S`iz> P-ar4(3 Phone: ~~~)w.~-- 0,06.6 Construction Value:$ 35,000 Permit Fee:$r U Qrs t co Plan Review Fee:$ A--1 to,o<> Use Tax:$ 42p, ExD ~ Total:$ 14$'(P.Qo 00 P t2o PC~ " BUILDING DEPARTMENT liSE ONLY ~c ~ c ryr~' SIQ 4S q.F~~L 0 ~ ZONINGCOMMENTS:F(?DN1 PO~~v/~~pNS I7'1US7 ~ T~ ApprovaL e* jz( C~CiF PR(~ b3•b Wl Sj'uLC-o Zoning:G•1 51. ~ BUILDING COMMENTS:/"~~` ApprovaL ~N i- •~e ~rcr,~' ,..,~1 PUBLIG WORKS COMMENTS: ApprovaL Occupancy: Walls: Roof: Stones: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) 11iis permit wav issued in a<mrdance with the pmvisions 5et foNi in your application and is subjttt to thc laws o(the State oCCobrado and m Ihe Zoning Regulazions and Building Codes of N'heaz Ridg0. Colondo or any o[her applicabie ordinances of tlm Cirv. (2) This pemiit shall espire if(A) the work aulhonzed is mt commenced within sizry'(60) days Gom issuc date or (B) die huilding aulhorized is suspended or abandoned for a period of 120 days. (3) If Ihis permit expires, a new pemiit may be acquired for a ftt oCone-haif thc amounf nomially required, provided no changes M1are been or will be madc in the origiml plans and specification{and any suspeation or abandonmrnt has not eece<ded on< (I) yeac If changes have been or if suspension or a6andonment excceds one (1) year, fu0 &<s shall be paid for a new permit. (3) No work o( any manner shail be done Nat will change the mmml flow of water causing a dninage pmhlem. (5) Contracror shall noliry ihe Building Inspetmr twenry-four (21) hours in adrance for ail inspections and shall receive written approoal on inspection card before proceeding with successive pM1ases of the job. (6) The issuance ofa permit or the approral of dawings and specificarions sM1all not be conserued m be a permit for, mr an approcal of, any riolazion of the prorisions of thC6Lilding codes or any otl¢r ordinance, law, rule or regulatioa i ~ Chie ilding pec[or > of w„~qr COMA1liNITYDEVELOPAIENTDEPaRTMENT BuildingPemtitNumber. BtiILDINGINSPECTIONLINE-303-234-5933 ~ CITY OF V1'HEAT RIDGE Date: ( 7500 WEST 29TH AVENUE c~, ~rtp~~ WHEAT RIDGE, CO 80215 -(303-235-2855) APPLtCA TION Property Okner: ~;S SNE A R wk PropertyAddress: `~$4b W, 44 JW~ ~,JtHeh'3R-7hC~~ phone:P~~ Contracror License No.: ~4 20 7/O 01A\ER/COSTRACTOR SICNAii'RE OF GNDERSTA\DLVG AND ACREEME6T I hcreby ccnify ihat the sctback distances proposed by this pertnit application are ac<urate, and do noi violate applicable ordinanccs, rulcs or regulations of the Ci ty of q`heat Ridge or covcnants, easements or restnctions of¢mrd; that all rtuasurcrtxnts sho~vn, and ailegations made are accurate; that I have rwd and agec id by all conditions pnnted on this application and that I assume (ull responsiry for omplianc " rth eWhwt Ridge Building Codc (U.B.C) and all otha app - able t Ridge dinance for work under tnis Pn,rut. (0N^.VERxC0h7RACi0R):SIG\E L ~p r~ (0W\ERHCO\7RACTOR): PR7NTED DAT.E DESCRIPTION: is ui cJa i),K oF S'~ R-arec3 5-k4:c.-T" R.C ZONING COMMENTS: Approval: Zoning: BUIIDING COMMENTS: APProval: Phone: Z06.6 Construction Value:S 39~,000 Permit Fee:$~ (,-qv,cF Plan Review Fee:S d-~ b,oc Use Tax:$ A12p, cxc Total:$ rz}g{„pC oN P9~ PIE evtv BUILDIIG DEPART;1fENT USE 01LY PUBLIC WORKS COMMENTS: Approval: 0,4-' 1 SELE^ r'4d-?7-,¢GO.4L,-Zj h~da /2/3~03 Occupancy: Walls: RooE. Stories: Electrical License No: Company: Expiration Date: Piumbing License No: Company: Expiration Date: SIC: 4!S q. D _A 6 Residential Units: Mechanical License No: Company: Expiration Date: (1) This pemiif waz issued in accordance with ihe pro,i5ions sa tonh in your ReguUtions and Building Codes o( R'hat application and is sabjea 0 the laws Ofdh<$ute of Colondo and 1o Lhe Zoning Ridge, Cobndo or any o~M1er applicablc ordinanaes of tl¢ Cirv. 1~) This pem, il shall ezpirc if(A) the urork aulhonzed is not mmmenced within sixp(5p) days fmm fswe dma or (8) Jm building authorized is suspendcd or abmdoncd for a period of I20 days. (3) If fiis permit cxpircs, a nex yermit may be xquired for a ttt of onchalf ~he ammnt nomulW required, prorided no changes hare bcen or uili be made in U¢ oripnal ylans and specifiotmns and any sutpension or abandonmrn, hu noI enmeded oM abandonmrnt ezcttds one (I) year, (WI kes shall be poid for a new permn. (1) YGC If ahanges have bcen or if suspension or (4) N. work of any manMr shall bc done that will change th< mWnl fbw of water causing a drainage probicm. (S) Contnebr shall nolify Ihe $uiWing Inryecmr nvrnry-(our (24) hours in adrance for all inspttlions and shall raeive wnuen approrai on inspeaion card beforc proceW ing with succasrve phues af th<job. (6) - The issuan<e of a pani or the approral of Mxings and specifinuons shall not be <onswed w be a pemiit for. nor an apymql of, any violation of Lhc provisions of the building codes or any olherordinauce, 6w, ryle or rcgulation. Z~~- - Building Inspector Arvada Fire Protection District Division of Fire Prevention Ciry of Wheat Ridge 7500 W 29`h Ave. Wheat Ridge, CO 80033 RE: Sheazd Property storage shed, 9840 W 44th Avenue The following aze our plan review comments; 1) The building address numbers shall be posted permanently with a minimum of 4-inch numbers on a contrasting background on the 44`h Ave business. UFC 97 901.4.2 2) All-weather fire department access roadways, minimum of 24 feet of unobstructed width capable of supporting the imposed loads of 52,000 lb. Fire appazatus are to be installed prior to above grade construction. UFC 97 9013, 8704.2 Amended. EXCEPTION: Actual access roadway width to the proposed structure is less than seventeen (17) feet due to the existing structure roof overhang. As a result of the properties existing usage we would consider approval providing the following conditions be met: A) Maximum storage heights be maintained at less than twelve (12) feet B) Maximum storage of flammable and combustible liquids meet current adopted code regulations C) The building is not converted into a business occupancy. D) The structure remains cold storage with no electrical 3) "No Parking Fire Lane" signs shall be installed on the east access roadway to identify such road. Signs shall meet City of Wheat Ridge standards. UFC 97 901.4.2. 4) All dead-end fire apparatus roadways in excess of 150 feet in length shall be provided with approved provisions for turning azound of fire appazatus. UFC 97 902.2.2.4. 5) Provide lea 4A rated 10-1b ABC dry chemical fire extinguisher. 6) Any code requirements arising from construction Sincere y i Zy" Kent Shriver Fire Marshal Arvada Fire Protection District 6503 Simms Street • Arvada, Colorado 80004-2607 •(303) 424-3012 • Fax (303) 432-7995 ~ WARRANTY DEED TAIS DEED, dated June 30, 2003, between ]ames Haas and Marta Haas of the Countyof 7efferson and Sta[e of Colorado , grantor(s) and Tlie Sheard Family Tmst dated 6/24/93 whose legal address is 9840 W. 44" Ave. WheatRidge CO 50033 of the County of Jeffe=son a¢d S[a[e of Colorado, grnn[ee(s): WITNESS, Iha[ the grantor(s), for and in considera[ion of the sum of SIX HUNDRED FORTY FIVE THOUSAND AND NO/IO0 ($645,000.00) DOLLARS, the receipt and sufficiency of which is hereby acAnowledged, have gran[ed, bargained, sold and conveyed, and by these presents do gran[, bargain, sefl, convey and confimi, unro die grantee(s), i[s heirs and assigns forever, all the real property, together wi[h improvements, if any, simate, lying and being in tlie County of Iefferson, State of Coloredo, described as follows: A part of the Southeast one-quarter of the Southwest one-quarter of the Northwest one-quarter of Section 22, Township 3 South, Range 69 West of the 6` " P.M., described as follows: Beginning at a point on the South line of the County Road known as North Golden Road (now known as West 44`" P.venue) which is 440 feet West of the East line of said Southeast one-quarter of the Southwest one-quarter of the Northwest one-quarter; thence South 396 feet; thence West 124 feet; thence North 396 feet to the South line of said County Road; thence East, along said County Road, 124 feet to the point oE beginning, Together with one inch of water from Ouelette Ditch. also known by street and number as: 9840 W. 446 Ave., Whea[Ridge CO 50033 assessor's schedule or parcel mimber: TOGETHER wi0i all and singnlar the heredi[ameiits and appurtenances thereto belonging, Or in anywise appertaining, the reversion and reversions, remainder and remainders, ren[s, issues, and profits [hereof, and all the esta[e, right titit, interes[, claim and demand whatsoever of the grantor(s), eitlier in law or in equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the apper[enances, wim the grantee(s), its lieirs and assiyms, forever. The grantor(s), for themseives, their heirs and personal represen[atives, do covenant, gran[, bargain and agree to and wi[h the bmantee(s), its heirs and assigns, [hat at the time of the ensealing and delivery of these presen[s, are well seized of the premises above wnveyed, have good, sure, perfect, absolute and indefeasible estate of inheri[ance, in law, in fee simple, and liave good righ[, full power and au[hority [o grant, bargaiq sell and convey the same in the manner and Form as aforesaid, mid that the same are free and clear from all Former and other gran[s, bargains, sales, liens, [axes, usessmen[s, encumbrances and restric[ions of wha[ever kind or naWre soever, except for generai [axes for Ihe year 2003 payable in 2004 and subsequent years; and subject to any [ax or assessment by reason of the inclusion of the subject property in and special distric[s, including Arvada Fire Pro[ection Dishic[, ctear Creek Valley Water and Sanitation District, Valley W ater District and Prospect Recrea[ion Distnct, any easements of remrd and existing leases. The grantor(s) shall and will WARRANT AND FOREVER DEFEND the above bargained premises in the quiet and peaceabie possession of the grantee(s) its heirs and assigns, against all and every person or persons lawfully claimirg whole or any part thereof. IM-Wf1'NESS WHEREOF, J.he grantor(s) have exewted this deed on [he d[e se[ for[h above. / r-James Haas Marta Haas ) . STATE OF COLORADO courrrroF IFFr'CsD,l ) Z,~~ The foregoing institimen[ was acknowledged before me [his JV day of Iune 2003, by James Flaas and Mana Haas. / Wimess my hand and official seul. I DAVID i iUMCLHK ~ Jvfy~COrrunis fonz~pires It'' ~I-~4 NOTaFI, i UBLIC ~ ~ STATE Cf ,:OLORA00 rr MY C067MISSIOfi f~%PIqF51010N200-0 ~ Name and Address of Person Crealing Newty Created l.egal Descrip[ion CRS §38d5-1 U6.5 IF THIS FORM IS USED INA CONSUMER CREDIT TRANSACTION, CONSULT LEGAL COUNSEL TH[S IS A LEGAL INSTRUMENT. IF NOT UNDERSTOOD, LEGAL, TAX OR OTHER COUNSEL SHOULD BE CONSULTED BEFORE SIGNING. DEED OF TRUST (Due on Transfer Shict) THIS DEED OF TRUST is made this 30`" _ day of June, 2003 between The Sheard Family Trust dated June 24,1993 (Bosower), whose address is 9840 W. 44' Ave, WheatRidge, CO 80033 and the Public Tmstee ofthe County in which the Property (see paragraph 1) is situated (Trustee); for the benefit of James Haas and Marta Haas (Lender), whose address is 871 Soda Creek Road, Evergreen, CO 80439. Borrower and Lender covenant and agree as follows: 1. PropertyinTrust.Borrower,inconsiderationoftheindebtednesshereinrecitedandthe4usthereincreated,hereby grants and conveys to Tmstee in trust, with power of sale, the following described property located in the County of Jefferson State of Colorado: A part of the Southeast one-quarter of the Southwest one-quarter of the Northwest one-quarter of Section 22, Township 3 South, Range 69 West of the 6`h P.M., described as follows: Beginning at a point on the South line of the County Road known as North Golden Road (now known as West 44th Avenue) which is 440 feet West of the East line of said Southeast one-guarter of the Southwest one-quarter of the Northwest one-quarter; thence South 396 feet; thence West 124 feet; thence North 396 feet to the South line of said County Road; thence East, along said County Road, 124 feet to the point of beginning, Together with one inch oE water from Ouelette Ditch. which has the address of 9830 & 9840 W. 44'" Ave., WheatRidge, CO 80033 (Property Address), together with all its appurtenances (Property). 2. Note; Other Obligations Secured. This Deed of Trust is given to secure to Lender: A. therepayxnent of the indebtedness evidenced by Borrower's note (Note) dated June 30, 2003, in the principal sum of FOUR HiINDRED AND FORTY FNE THOUSAND U.S. Dollazs (U.S3445,000.00) , with interest on the unpaid principal balance from July 1, 2003, until paid, at the rate of Eight percent (8%) per annum, with principal and interest payable at 871 Soda Creek Road, Evergreen, CO 80439, or such other place as the Lender may designate, in 240 payments ofTHREE THOUSAND SEVEN FIUNDRED TWENTY FOURAND 53/100 Dollazs (U.S.$3,724.53) due on the lst_ day of each month beginning August 1, 2003; such payments to continue unril the entire indebtedness evidenced by said Note is fully paid; however, if not sooner paid, the entire principal amount outstanding and accrued interest thereon, shall be due and payable on July 1, 2023; and Borrower is to pay to Lender a late chazge of 5_% of any payment not received by the Lender witliln 10_ days after payment is due; and Borrower has the right to prepay the principal aznount ouutanding under said Note, in whole or in part, at any time without penalty except none. B. the payment of all other sums, with interest ffiereon at 15 % per annum, disbursed by Lender in accordance with tlus Deed of Trust to protect the security of tlus Deed of Trust; and C. the performauce of ffie covenants and agreements of Bosower herein contained. 3. Title. Boaower covenants that Borrower owns and has the right to grant and convey the Property, and warrants ritle to the same, subject to general real estate tases for the current year, easements of record or in existence, and recorded declazarions, restricrions, reservations and covenants, if any, as of this date and except lease in favor of Swiss Flower Shoppe and month to month lease of the residence in favor of current tenant. - 4. Payment of Principal and Interest. Borrower shall promptly pay when due the principal of and interest on the indebtedness evidenced by the Note, and late cbazges as provided in the Note and shall perform all of Borrower's other covenants contained in the Note. 5. Application of Payments. AllpaymentsreceivedbyLenderunderthetermshereofshall beappliedbyLender5rst in payment of amounts due pursuant to pazagraph 23 (Escrow Funds for Taxes and Insurance), then to amounu disbursed by Lender pursuant to pazagraph 9(Protection of Lender's Security), and the balance in accordance with the ternvs and conditions of the Note. DEED OF 1RUST (Due on Transfer - Strict) Page t ot 5 6. Prior Mortgages and Deeds of Trust; Charges; Liens. Borrower shall perform all ofBorrowei s obligarions under any prior deed of h-ust and any other prior liens. Borrower shall pay all taxes, assessments and other charges, fines and imposirions attributable to the Property which may have or attain a priority over this Deed of Tmst, and leasehold payments or ground rents, if any, in the manner set out in paragraph 23 (Escrow Funds for Taxes and Insurance) or, if not requued to be paid in such manner, by Borrower making payment when due, directly to the payee thereof Despite the foregoing, Borrower shall not be requ'ued to make payments otherwise requ'ued by this paragraph ifBorrower, afrer nofice to Lender, shall in good faith contest such obligation by, or defend enforcement of such obligarion in, legal proceedings which operate to prevent the enforcement of the obligarion or forfeiture of the Property or any part thereof, only upon Borrower making all such contested payments and other payments as ordered by the court to the registry of the court in which such proceedings are filed. 7. Property Insurance. Bonower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire or hazazds included within the term "extended coverage" in an amount at least equal to the lesser of (1) the insurable value of the Property or (2) an amount sufficient to pay the sums secured by this Deed of Trust as well as any prior encumbrances on the Properiy. All of the foregoing shall be lmown as "Properiy Insurance". T'he insurance carrierproviding the insurance shall be qualified to write Property Insurance in Colorado and shall be chosen by Borrower subject to Lender's right to reject the chosen camer for reasonable cause. All insurance policies and renewals thereof shall include a standazd mortgage clause in favor of lender, and shall provide that the insurance camer shall notify Lender at least ton (10) days before cancellarion, terutination or any material change of wverage. Insurance poficies shall be futnished to Lender at or before closing. Lender shall have the right to hold the policies and renewals thereo£ In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Bosower. Insurance proceeds shall be applied to restorarion or repair of the Property damaged, provided such restorarion or repair is economically feasible and the secunty of ttus Deed of Tmst is not thereby impaired. If such restorarion or repau is not economically feasible or if the security of this Deed of Tmst would be impaired, the insurance proceeds shall be applied to the sums secured by this Deed of Tmst, with the excess, if any, paid to Borrower. If the Property is abandoned by Borrower, or if Borrower fails to respond to Lender within 30 days from the date notice is given in accordance with paragraph 16 (Norice) by Lender to Borrower that the insurance carrier offers to settle a claim for insurance benefits, Lender is authorized to collect and apply the insurance proceeds, at Lender's oprion, either to restorarion or repair of the Property or to the sums secured by tlus Deed of Trust. Any such application ofproceeds to principal shall not extend or postpone the due date of the installments referred to in pazagraphs 4(Payment of Principal and Interest) and 23 (Escrow Funds for Taxes and Insurance) or change the amount of such installments. Notwithstanding anything herein to the contrary, if under paragraph 18 (Accelerarion; Foreclosure; Other Remedies) the Property is acquired by Lender, all right, title and interest of Borrower in and to any insurance policies and in and to the proceeds Thereof resulting from damage to the Property prior to the sale or acquisition shall pass to Lender to the extent of tlie sums secured by tlus Deed of Trust unmediately pnor to such sale or acquisirion. All of the rights of Borrower and Lender hereunder with respect to insutance carriers, insurance policies and insurance proceeds are subject to the rights of any holder of a prior deed of trust with respect to said insurance carriers, policies and proceeds. 8. Preservation and Maintenance oFProperty. Borrower shall keep the Property in good repair and shall not commit waste or pemut impaument or deterioration of the Property and shall comply with the provisions of any lease iftlus Deed of Trust is on a leasehold. Borrower shall perform all of Borrower's obligations under any declararions, covenants, by-laws, rules, or other documents governing the use, ownership or occupancy of the Property. 9. Protecfion of Lender's Security. Except when Borrowerhas exercisedBoaower's righu under paragraph 6 abwe, if the Borrower fails to perform the covenants and agreements contained in this Deed of Trust, or if a default occuts in a prior lien, or if any acrion or proceeding is commenced wluch materially affects Lender's interest in the Property, then Lender, at Lender's oprion, with norice to Borrower if required by law, may make such appearances, disburse such sums and take such acrion as is necessary to protect Lender's interest, including, but not limited to: (a) any general or special taxes or ditch or water assessments levied or aceruing against the Property; (b) the premiums on any insurance necessary to protect any improvements comprising a part of the Properry; (c) sums due on any prior lien or encumbrance on the Property; (d) if the Property is a leasehold or is subject to a lease, all sums due under such lease; (e) the ieasonable costs and expenses of defending, protecring, and maintaining the Property and Lender's interest in the Proper[y, including repau and maintenance costs and expenses, costs and expenses of protecting and securing the Property, receivei s fees and expenses, inspection fees, appraisal fees, court costs, attorney fees and wsts, and fees and costs of an attorney in the employment of the Lender or holder of the certificate of purchase; (f ) all other costs and expenses allowable by the evidence of debt or ttus Deed of Trust, and (g) such other costs and expenses which may be authorized by a court of competent j urisdiction. B orrower h ereby a ssigns t o L ender a ny r ight B orrower m ay h ave b y r eason o f a ny p rior encumbrance on the Property or by law or otherwise to cure any default under said prior encumbrance. Any amounts disbursed b y L ender p ursuant t o tlus p azagraph 9, w ith i nterest t hereon, s hall b ecome a ddirional i ndebtedness o f Boaower securedby this Deed of Trust. SuchAmounts shall be payable upon norice from Lender to Borrowerrequesting payment thereof, and Lender may bring suit to collect any amounts so disbursed plus interest specified in paragraph 2B DEED OF 1RUST (Due oo Tramter - Strict) Page 2 of 5 (Note; Other Obligations Secured). Notlilng contained in this pazagraph 9 shall require Lender to incur any expense or take any action hereunder. 10. Inspection. Lender may make or cause to be made reasonable enhies upon and inspection of the Property, provided that Lender shall give Borrower notice prior to any such inspection specifying reasonable cause therefor related to Lender's interest in the Property. 11. Condemnation. The proceeds of any award or claun for damages, d'uect or consequential, in connection with any condemnation or other taking of the Properry, or part thereof. or for conveyance in lieu of condemnarion, are hereby assigned and shall be paid to Lender as herein provided. However, all of the rights of Borrower and Lender hereunder with respect to such proceeds aze subject to the rights of any holder of a prior deed of hust. In the event of a total taldng oFthe Property, the proceeds shall be applied to the sums secured by this Deed of Tmst, with the excess, if any, paid to borrower. In the event of a partial taldng of the Property, the proceeds remaining after taking out any part of the awazd due any prior lien holder (net awazd) shall be divided between Lender and Borrower, in the same rario as the amount of the sums secured by tlus Deed of Trust immediately prior to the date of taking bears to Borrower's equity in the Property unmediately prior to the date of taking. Bortower's equiTy in the Property means the fair market value of the Property less the amount of sums secured by both tlus Deed of Tmst and all prior liens (except taxes) that are to receive any of the awazd, all at the value iinmediately prior to the date of taking. If the Properry is abandoned by Borrower, or if, afrer notice by Lender to Boaower that the condemnor offers to make an award or settle a claim for damages, Borrower fails to respond to Lender withiu 30 days after the date such notice is given, Lender is authorized to collect and apply the proceeds, at Lender's oprion, either to restorarion or repair of the Property or to the sums secured by tlus Deed of Tmst. Any such applicarion of proceeds to principal shall not extend or postpone the due date of the installments referred to in paragraphs 4(Payment of Principal and Interest) and 23 (Escrow Funds for Taxes and Insurance) nor change the amount of such installments. 12. Borrower Not Released. Extension of the time for payment or modificarion of amortizafion of the sums secured by tlus Deed of Trust granted by Lender to any successor in interest of Borrower shall not operate to release, in any manner, the liability ofthe original Borrower, nor Borrower's successors in interest, from the original terms oftlus Deed ofTrust. Lender shall not beaequued to commence proceedings against such successor or refuse to extend rime for payment or otherwise modify amortizarion of the sums secured by tlus Deed of Trust by reason of any demand made by the original Borrower nor Borrower's successors in interest. 13. Forbearance by Lender Not a Waiver. Any forbearance by Lender in exercising any right or remedy hereunder, or otherwise afforded by law, shall not be a waiver or preclude the exercise of any such right or remedy. 14. Remedies Cumulative. Each remedy provided in the Note and this Deed of Tmst is distinct from and cumulative to all other rights or remedies under the Note and tlus Deed of Tmst or afforded by law or equity, and maybe exercised concurrently, independenfly or successively. 15.Successors and Assigns Bound; Joint and Several Liability; Captions. The covenants and agreements herein contained shall bind, and the rights hereunder shall inure to, the respecrive successors and assigns of Lender and Bosower, subject to the provisions of Pazagraph 24 (Transfer of the Property; Assumprion). All covenants and agreements of Borrower shall be joint and several. The caprions and headings of the paragraphs in this Deed of Trust are for convenience only and are not to be used to interpret or de£me the provisions hereof. 16. Notice. Except for any notice requued by law to be given in another manner, (a) any notice to Boaower provided for in this Deed of Trust shall be in writing and shall be given and be effecrive upon (1) delivery to Borrower or (2) mailing such notice by first-class U.S. mail, addressed to Borrower at Borrower's address stated herein or at such other address as Borrower may designate by notice to Lender as provided herein, and (b) any notice to Lender shall be in writing and shall be given and be effecrive upon (1) delivery to Lender or (2) mailing such notice by first-class U.S. mail, to Lender's address stated herein or to such other address as Lender may designate by notice to Borrower as provided herein. Any notice provided for in tlus Deed of Trust shall be deemed to have been given to Borrower or Lender when given in any mauuer designated herein. 17. Governing Law; Severability. The Note and tlus Deed of Trust shall be govemed by the law of Colorado. In the event that any provision or clause of this Deed of Trust or the Note conflicts with the law, such conflict shall not affect other provisions of this Deed of Trust or the Note wluch can be given effect without the conflicting provision, and to ttus end the provisions of the Deed of Trust and Note are declazed to be severable. 18. Acceleration; Foreclosure; Other Remedies, Except as provided in paragraph 24 (Transfer of the Property; Assumprion), upon Borrower's breach of any covenant or agreement of Borrower in this Deed of Trust, or upon any default in a prior lien upon the Proper[y, (unless Borrower has exercised Borrower's rights under pazagraph 6 above), at Lender's option, all of the sums secured by this Deed Of Tmst shall be immediately due and payable (Acceleration). To exercise tlus oprion, Lender may invoke the power of sale and any other remedies permitted by law, Lender shall be entitled to collect all reasonable costs and expenses incurred in pursuing the remedies provided in this Deed of Trust, including, but not limited to, reasonable attomey's fees. If Lender invokes the power of sale, Lender shall give written notice to Trustee of such election. Trustee shall give such notice to Borrower of Borrower's rights as is provided by law, Trustee shall record a copy of such notice as required by law. Trnstee shall advertise the time and place of the sale of DEED OF TROST (Due on Transfer - Stricq Page 3 of 5 the Property, for not less than four weeks in a newspaper of general circulation in each counry in which the Property is situated, and shall mail copies of such notice of sale to Borrower and other persons as prescribed by law. After the lapse of such time as may be required by law, Trustee, without demand on Bortower, shall sell the Property at public auction to the highest bidder for cash at the time and place (wluch may be on the Property or any part thereof as pemutted by law) in one or more parcels as Tmstee may think best and in such order as Trustee may detemvne. Lender or Lender's designee may purchase the Property at any sale. It shall not be obligatory upon the purchaser at any such sale to see to the applicarion of the purchase money. Trustee shall apply the proceeds of the sale in the following order: (a) to all reasonable costs and expenses ofthe sale, including, but not limited to, reasonable Trustee's and attomey's fees and costs of title evidence; (b) to all sums secured by this Deed ofTmst; and (c) the excess, if any, to the person orpersons legally entitled thereto. 19. Borrower's Right to Cure Default. W henever f oreclosure i s c ommenced f or n onpayment o f a ny s ums d ue hereunder, the owners of the Property or parties liable hereon shall be entitled to cure said defaults by paying all delinquent principal and interest payments due as of the date of cure, costs, expenses, late charges, attorney's fees and other fees all in the manner provided by law. Upon such payment, tlus Deed of Trust and the obligations secured hereby shall remain in full force and effect as though no Acceleration had occurred, and the foreclosure proceedings shall be discontinued. 20. Assignment of Rents; Appointment of Receiver; Lender in Possession. As addirional security hereunder, Bonower hereby assigns to Lender the rents of the Property; however, Borrower shall, prior to Acceleration under puagraph 18 (Accelerarion; Foreclosure; Other Remedies) or abandonment ofthe Property, have the right to collect and retain such rents as they become due and payable. Lender or the holder of the Trustee's certificate of purchase shall be enrifled to a receiver for the Property after Accelerarionunder paragraph IS (Accelerarion; Foreclosure; Other Remedies), and shall also be so entitled during the time covered by foreclosure proceedings and the period of redemption, if any; and shall be entitled thereto as a matter of right without regazd to the solvency or insolvency of Borrower or of the then owner of the Property, and without regard to the value thereo£ Such receiver may be appointed by any Court of competent jurisdicrion upon ex parte applicarion and without notice - notice being hereby expressly waived. Upon Accelerarion underparagraph 18 (Accelerarion; Foreclosure; OtherRemedies) or abandonment ofthe Property, Lender, in person, by agent or by judicially-appointed receiver, shall be entitled to enter upon, take possession of and manage the Proper[y and to collect the rents of the Property including those past due. All rents collected by Lender or the receiver shall be applied, fust, to payment of the costs ofpreservarion and *_nauagement of the Property, second, to payments due upon prior liens, and then to the sums secured by this Deed of Tmst. Lender and the receiver shall be liable to account only for those rents actually received. 21. Release. Upon payment of all sums secured by tlus Deed of Trnst, Lender shall cause Trustee to release this Deed of Trust and shall produce for Tmstee the Note. Borrower shall pay all costs of recordarion and shall pay the statutory Trustee's fees. If Lender shall not produce the Note as aforesaid, then Lender, upon norice in accordance withpazagraph 16 (Norice) from Borrower to Lender, shall obtain, at Lender's expense, and file any lost instrument bond requued by Tnvstee or pay the cost thereof to effect the release of this Deed of Trust. 22. Waiver of Esemptions. Borrower hereby waives all right of homestead and any other exemprion in the Property under state or federal law presently existing or hereafter enacted, 23. Escrow Funds for Taxes and Insurance. T7us paragraph 23 is not applicable if Funds as defined below aze being paid pursuant to a prior encumbrance. Subject to applicable law, Bortower shall pay to Lender, on each day installments of principal and interest aze payable under the Note, unril the Note is paid in full, a sum (herein refeaed to as "Funds") equal to N/A of the yeazly taxes and assessments which may attain priority over this Deed of Tmst, plus _N/A of yearly_premium installments for Property Insurance, all as ieasonably estunated initially and from time to time by Lender on the basis of assessments and bills and reasonable estimates thereof, taking into aceount any excess Funds not used or shortages. The principal of the Funds shall be held in a separate account by the Lender in hust for the benefit of the Borrower and deposited in an insritution the deposits or accounu of wMch are insured or guazanteed by a federal or state agency. Lender shall apply the Funds to pay said taxes, assessments and insurance premiums. Lender may not charge for so holding and applying the Funds, analyzing said account or verifyiug and compIling said assessments and bills. Lender shall not be required to pay Borrower any interest or eamings on the Funds. Lender shall give to Borrower, without charge, an annual accounring of the Funds showing credits and debits to the Funds and the purpose for wluch each debit to the Funds was made. The Funds aze pledged as additional security for the sums secured by tlus Deed of Trust. Ifthe amount of the Funds held by Lender shall notbe sufficient to pay taxes, assessments and insurance premiums as they fall due, Borrower shall pay to Lender any amount necessary to make up the deficiency within 30 days from the date norice is given in accordance with paragraph 16,(Notice) by Lender to Borrower requesting payment thereof. Provided however, if the loan secured by this Deed of Trust is subject to RESPA or other laws regulating Escrow Accounts, such deficiency, surpius or any other required adjustment shall be paid, credited or adjusted in compliance with such applicable laws. Upon payment in full of all sums secured by this Deed of Tmst, Lender shall sunultaneously refund to Borrower any Funds held by Lender. If under pazagraph 15 (Accelerarion; Foreclosure; Other Remedies) the Property is sold or the Property is otherwise acquired by Lender, Lender shall apply, no later than unmediately prior to DEED OF TRUST (Due on Trausfer - Strict) Page 4 ot 5 the sale of the Property or its acquisition by Lender, whichever occurs first, any Funds held by Lender at the time of applicarion as a credit against the sums secured by tlus Deed of Tmst. 24. Transfer of the Property; Assumption. The following events shall be referred to herein as a"Transfer": (i) a transfer or conveyance of ritle (or any portion thereof, legal or equitable) of the Property (or any part thereof or interest therein), (ii) the execurion of a contract or agreement creating a right to title (or any portion thereof, legal or equitable) in the Property (or any part thereof or interest therein), (iii) or an agreement granting a possessory right in the Property (or any portion thereo fl, in excess of three (3) years, (iv) a sale or transfer of, or the execurion of a contract or agreement creating a right to acquire or receive, more than fifty percent (50%) of the controlling interest or more than fif[y percent (50%) of the beneficial interest in the Borrower, (v) the reorganizarion, liquidarion or dissolurion of the Borrower. Not to be included as a Transfer are (i) the crearion' of a lien or encumbrance subordinate to this Deed of Trust, (ii) the creation of a purchase money security interest for household appliances, or (iii) a iransfer by devise, descent or by operation of the law upon the death of a joint tenant. At the elecrion of Lender, in the event of each and every transfer: (a) All sums secured by this Deed of Tmst shall become iuunediately due and payable(Accelerarion). (b) If a Transfer occurs and should Lender not exercise Lender's oprion pursuant to this paragraph 24 to Accelerate, Transferee shall be deemed to have assumed all of the obligations of Borrower under this Deed of Trust including all sums secured hereby whether or not the insituinent evidencing such conveyance, conhact or grant expressly so provides. This covenant shall run with the Property and remain in full force and effect unril said sums are paid in full. The Lender may without notice to the Borrower deal with Transferee in the same manner as with the Borrower with reference to said sums including the payment or credit to Transferee of undisbursed reserve Funds on payment in full of said sums, without in any way altering or dischazging the Borrower s liability hereunder for the obligations hereby secured. (c) Should Lender not elect to Accelerate upon the occurrence of such Transfer then, subj ect to (b) above, the mere fact of a lapse of time or the acceptance of payment subsequent to any of such events, whether or not Lender had actual or construcrive notice of such Transfer, shall not be deemed a waiver of Lender's right to make such elecrion nor shall Lender be estopped therefrom by virtue thereof. The issuance on behalf of the Lender of a rourine statement showing the status of the loan, whether or not Lender had actual or construcrive norice of such Transfer, shall not be a waiver or estoppel of Lender's said rights. 25. Borrower's Copy. Borrower aclmowledges receipt of a copy of the Note and this Deed of Tmst. EXECUTED BY BORROWER BORROWER: THE SI,~ FAMILY TRUST DATED 6/24/93 T/C.cJS'i~zk By: Russell S. Sheai Heidi J. Haas The foregoing inshnment was aclmowledged before me this J eT1' day of JLJ~IE , 2003, by Russell S. Sheard and Heidi J. Haas Sheazd as Trustees of The Sheard Fanuly Trust dated 6/24/93. Wihiess my hand and official seal My commission expires I Q- - D4 Notary Public EDA ID K TOMZAK 9 NOTARY PUBLIC TATE OF COLORAD MY COMMISSIOPI EXP!RES 70/04/20~ DEED OF 1RUST (Due on Transter - Strict) Page 5 of 5 X17 IF THIS FORM IS USED IN A CONSUMER CREDIT TRANSACTION, CONSULT LEGAL COUNSEL. - - TffiS IS A LEGAL INSTRUMENT. IF NOT UNDERSTOOD, LEGAL, TAX OR OTHER COUNSEL SHOULD BE CONSULTED BEFORE SIGNING. PROMISSORY NOTE U.S. $ 445,000.00 Lakewood, Colorado June 30, 2003 FOR VALUE RECEIVED, the undersigned (Borrower) promise(s) to pay Jaznes Haas and Marta Haas or order, (Note Holder) the principal sum of FOUR HUNDRED AND FORTY FNE THOUSAND ($445,000.00) U.S. Dollars with interest on the unpaid principal balance from July 1, 2003, until paid, at the rate of Eight percent (8 per annum. Principal and interest shall be payable at 871 Soda Creek Road, Evergreen, CO 80439, or such other place as the Note Holder may designated in 240 payments of Three Thousand Seven Hundred Twenty Four and 53/100 Dollars (U.S. $3,724.53), due on the ln day of each month beginning August 1, 2003. Such payments shall continue untIl the entire indebtedness evidenced by this Note is fully paid: provided, however, if not sooner paid, the entire principal amount outstanding and accrued interest thereon, shall be due and payable on July 1, 2023. 2. Borrower shall pay to the Note Holder a late charge of _5_ % of any payment not received by the Note Holder within _10_days after the payment is due. 3. Payments received for application to this Note shall be applied fust to the payment of late chazges, if any, second to the payment of accrued interest at the rate specified below, if any, third, to accrued interest first specified above, and the balance applied in reduction of the principal amount hereof. 4. If any payment required by this Note is not paid when due, or if any default under any Deed of Trust securing this Note occurs, the entire principal amount outstanding and accmed interest thereon shall at once become due and payable at the option of the Note Holder (Accelerauon); and the indebtedness shall beaz interest at the rate of _15_ percent per annum from the date of default. The Note Holder shall be entitled to collect all reasonable costs and expense of collection and/or suit, including, but not limited to reasonable attomeys' fees. 5. Borrower may prepay the principal amount outstanding under this Note, in whole or in part, at any time without penalry except none Any partial prepayment shall be applied against the principal amount outstanding and shall not postpone the due date of any subsequent payments or change the amount of such payments. 6. Borrower and all other makers, sureties, guarantors, and endorsers hereby waive presentment, notice of dishonor and protest, and they hereby agree to any extensions of tune of payment and paztial payments before, at, or after maturity. This Note shall be the joint and several obligation of Borrower and all other makers, sure6es, guuantors and endorsers, and their successors and assigns. 7. Any noUCe to Borrower provided for in tlus Note shall be in writing and shall be given and be effective upon (1) delivery to Bonower or (2) mailing such norice by fust class U.S. Mail, addressed to the Borrower at the Bonower's address stated below, or to such other address as Borrower may designate by notice to the Note Holder in writing and shall be given and be efFective upon (1) delivery to Note Holder or (2) by mailing such notice by first class U.S. Mail, addressed to the Note Holder at the address stated in the first paragraph of this Note or to such other address as Note Holder may designate by notice to Borrower. 8. The indebtedness evidenced by this Note is secured by a Deed of Trust dated June 30, 2003, and untIl released said Deed of Tmst contains additional rights of the Note Holder. Such rights may cause Accelerauon of PROMISSOAY NOTE Page 1 of 2 the indebtedness evidenced by this Note. Reference is made to said Deed of Trust for such additional terms. Said Deed of Tmst grants rights in the property identified as follows: Property address: 9840 W. W Ave. WheatRidge CO 80033 (CAUTION: SIGN ORIGINAL NOTE ONLY/RETAIN COPY) BORROWER: The S Family Trust Dated 6/24/93 I c~i(~ir~Lcw Russell S.~Sheud, Truste Hei i J. Haas Sheard, Trustee Borrower's address: 9840 W. W Ave, WheatRidge CO 80033 KEEP THIS NOTE IN A SAFE PLACE. THE ORIGINAL OF 1'HIS NOTE MUST BE EXHIBITED TO THE PUBLIC TRUSTEE IN ORDER TO RELEASE A DEED OF TRUST SECURING THIS NOTE. PROMISSORY NOTE Page 1 of 2 \NN~~~, ~ ~~Whut Wxige i pepartmcvrt oF PubGc wo`la November 25, 2003 DEPARTMENT OF PUBLIC WORKS (303) 235-2868 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Mr. Christopher Porcello, P.E. Porcello Engineering,Inc. 6830 North Broadway, Suite G Denver, CO 80221 Re: - Review Comments of the Site Plan/ Improvement Location Plat and Final Drainage Report. Dear Mr. Porcello, I have completed the second review of the Final Drainage Report, the 46' review of the Site Plan received on November 18, 2003 for the Sheard Planned Building Group located at 9830-9840 West 44' Avenue, and have the following comments: 1. All comments have been addressed. All documents submitted aze hereby approved by Public Works. Please be aware of the following item regazding the construction of the project: It will be the responsibility of the of the contractor for the project to repair any damage to the existing public nnprovements along West 44' Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining West 44P Avenue on a regular basis such that they are free of construction debris and tracking from construction traffic accessing the site. If you haue any questions, please contact me at 303-235-2864. Sincerely, David F. Brossmau, P.L.S. Development Review Engineer Cc: Steve Nguyen, Engneering Manager Travis R. Crane, Planner File SheardPBG (9830-9840 W44[h) - approvalltr Porcello Engineering, LLC 6830-G North Broadway • Denver • Colorado • 80221 Phone 303.412.8900 • Fax 303.412.8999 • www.PEI-Engr.com September 2, 2003 Mr. Russ Sheard 9840 west 44"' Wheat Ridge, CO 80033 Re: Slab-on-grade for Steel Building Structure at 9840 West 44in Wheat Ridge, CO Dear Mr. Sheard, m2003 Based my field observations of the open-hole inspection, we are designing the steel building foundation as a thickened edge slab-on-grade with pressure pads. The soil was observed to be very dense sand with some gravel. The allowable bearing capacity is 2000 psf with no expansive clay. No ground water was encountered at 48-inche below existing grade. Please feel free to contact me if you should have any questions. 303.412.8900x11 SPorcello, PE Engineer N"}y L_+ , G.;r : aw,~•,~„_,~, ~ 1.F.~ d"°•• °t~. - I.u~/~ 1,1`~.".....~' ..e. New York • Denver • Chicago • Miami Porcello Engineering, LLC 6830-G North Broadway • Denver • Colorado • 80221 Phone 303.412.8900 • Fax 303.412.8999 • www.PEI-Engr.com December 1, 2003 Mr. Russ Sheard 9840 West 44`n Wheat Ridge, CO 80033 Re: ROW and Dumping for Construction of Structure at 9840 West 44h,Wheat Ridge, CO Dear Mr. Sheard, Based on our review of the survey, site plan and proposed construction design, no Minor Dumping or Landfill Permit should be required. Only a small amount of soil is to be excavated for a monlothic slab and that soil will be replaced along the exterior of the structure for positive drainage away from the foundation. The total amount of soil affected is less than 15 cubic yards of which all shall be re-used on-site. Additionally, the location of the structure is in no way affecting or impacting any Right- of-way and therefore, no ROW permitting or related studies should be necessary. Please feel free to contact me if you should have any questions. 303.412.8900x11 Sincerely, 00 REcisr Q~ ~ER Po F Christopher rcello, PE d~-yo Engineer :a- $3~7~ New York • Denver • Chicago • Miami Porcello Engineering, LLC 6830-G North Broadway • Denver • Colorado • 80221 Phone 303.412.8900 • Fax 303.412.8999 • www.PEI-Engr.com December 1, 2003 Mr. Russ Sheard 9840 West 44th Wheat Ridge, CO 80033 Re: Fastening of Exterior Wood Sheathing for Steel Building Structure at 9840 West 44`h Wheat Ridge, CO Dear Mr. Sheard, Based on our review of the Buildex Teks, part no. 21255, #10-24 x 1-7/16" self-drilling screws, they need to be placed at a distance of not more than 3" along exterior edges and 6" along intermediate supports of the panel siding. Horizontal wall girts are not to be spaced more than 24" OC. We recommend anl 1/16-inch thick OSB or plywood sheathing be used as a panel siding. This fastening schedule is in general conformance with IBC-2000 section 2304.9. Please feel free to contact me if you should have any questions. 303.412.8900x11 Sinc , Aaa REG~ OQ:~e~.Eli ,o~ Christopher Porcello, PE U, uq Structural Engineer =x 35670 New York • Denver • Chicago • Miami U) C o G N Lij M L m ry~ r Vd Q pA LL1 N wO Z O ~ ~ a o Z I ¢ z¢ ~ WO ~ J a ~ ¢O ~ =w ~ w] az w ~ mo Q ~ ~ ~ o U- o 0 o o y e~i W e,e NF 0~ N ~ O ~ W~ L3 O g Q d z iL o z = o z Oy < mw C) a~ Ld! H LLJ J d ~ 0 0 ~ O ■ w ~ ; ~ Dear Customer. This is ro certify, tha[ [he above referenced structure is being designed in accordance with the International Building Code 2000 for the following loads in addiuon [o the dead load of the structure. a) Q Roof Live Load = 20 psf Tributarv Reduction ❑ Yu ❑d No W Roof Snow Load = 30 psF (Ground Snmv Load = 42 psf with Ca = 1) Snow Imp. = 1 b) W ind Spzed = 90 mph. Exposure C W ind Imp. = 1 c) Seismic Data Ss = 0.21 S I= 0.06 Site Class D Seismic Imp = 1. z) Crane: CapaciN = tons ❑ TR ❑ U/H CM: W- Class C unless noted ❑ MONORAIL d) Collateral Load = 0 psf (Sprinkler. Insulation. Drop Ceiling) Others (SpecifV): f) Meuanine Size = N/A LL=N/Apsf DL=N/Apsf g) Building Enclosure Type: 0 Enclosed ~ Partially Enclosed ❑ Open h) DeflectionCriteria ❑d WedgCor(MBM.i)Standard ❑ Other(Specify): Tlus certification is in accordance to the design loads you requested and specified in the purchase order agreemen[. The building is designed in accordance with AISC, ASD Ninth-Edilion, AISI 1996 Ediuon, and MBMA Standard. WedgCor, Inc. makes no representations as to the adequacy of the design loads on the building components you hace ordered. It is your responsibility to contact your city or county building officials to determine if the specified design loads you requested are adequate for your geographical azea. If you are unfamiliar ivith the design loads required to obtain the necessary building permits, please contact your building official itrunediately and verify tha[ the loadings you ordered are correct and in accordance with your building official's requirements for obtaining ffie necessarv permits. WedgCor. Inc. limited wazranty and engineering data are set forth in your PURCHASE ORDER, LIMITED WARRANTY and MANLTFACT'URER'S AGREEMENT. This certification covers parts manufactured by WedgCor. Inc. only and ecludes such par[s as doors, windows, ma sonry, foundaUOn design and erection of the bullding. This building may include components not manufacmred by WedgCor, Inc. A list of these components will be proNided in the Outside Purchase Letter. 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O.m ~m 3~ 7m 0m N/ m f O a N m tQ m~ O N a N C f^ m 3 m (p C O CDmo ca mm C'~ m~?m m.~ C ' 'o 33 mm ~ mw~ 3 Qy m mm ~ 3 n S33 md Q- m?'a 3` Fm mo 6 a~ a~ m= y~ m o' fl' m~ o SR 5 y o c (17D Sm5 m=m ~ ~o rc ao m3 ~m Z mam o y~3 mm mm °'m `°o n 90 W W m O ➢1 m O ~ m 3~ m a m m m m 7 ?r ~ ~ m ~ O ~ O ~ O = ~ 9~ ~ N O. m m @ C. m l~ '3 ? v 7 p O~ 9~w7 '=O Q p ~ ~ m ~ 7 mo O ~ m a O a'~ m O N j O v fD ~ 0 j p C S (D rn n::E fn ~f~ v o ~i n x c~ c~ o~+ co ~ o to z3 2 ~ m' ~ ~ Z a O ~ m ° ZC Z ~ ~ aD a-t =z D ~ vD D a D v-i ^D yyD g-1 0~ Q ~ m~ C 3 O y 0 '6 » 7 S ~ 3 , Q S m~ 1 ~ ac y=' ~ m°• ~=c v°< m° mmO ~ ~3 mv ma a~ m'~o m~~~ °o j°_'o asi 63 cm y~ 3 3 ~y o• 5m m~ mm ~~m ~fOC ~y 3~ C N m~ ~ m ~c 05 a ~c ~ fc ~ fw ~m mm o ~c m ~o ° ='c ° n Q,co o~ ~ o g sy o c~ 3 ~ o m o a =-o dg ~ g m~ m m c3 mo n+m o m y~ m°m v v ~3 mm~ ,5 m a c e 'a m m y • m ~ o~ Cc~ ~ o, am 0 ~o 2cr. m~ Qf ~m on ~ ~ ai~ m ° 0 m5 ~E Co ~ O. ~ m j m S A ~ ~ 7 Q Q 'O q m~ 7 5 ~ fD O. fQ O d N'O O. ~ p C. O. O in ^ a.^ 9~i n: ~ C. a;z m .C.. O y ~ Q S :r w n F y C yO ~ W _ 'O (D m 7 S p 7 ~ p ~ S CD m N O m m C. O. f D p ~ N 3 Q' a fl1 O m fQ O ~ 0 N W I-- O z r 0 Cor, ■ Buimidming Systems (1701) 252=7380 P.O. Box 110 • Jamestown, ND 58402-01 10 FOR CONSTRUCTION NOTE: THESE PLANS ARE THE FINAL COMPLETED DRAWINGS AND ARE TO BE USED FOR THE ERECTION OF THIS BUILDING. X-BRACING T Cl Sl , Sl . I AB3 AB3 AB3 Z ~ I U 7 Q I I I ~ " m I x I ~ 1 AB3 O ~ ~ I ~ I 00 ~ AB3 CD 1 I ~ ~ I a I I ~ ~ AB3 AB3 A83 I C~ St _ - _ 51 X-BRACING o ' 5~/z, 16._4.. 16,._8.. 1 2 z 50'-3" OUT TO OUT CONCRETE ANCHOR BOLT SETTING PLAN a ~ C1 I A83 ~ M I i a AB3 E1 H ~ z U C ~ Q I ~ C m ~ A83 x E1 H I AB3 ~ C1 ~ 0 WEDGCOR, INC. IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: ICBO y FA-293 CITY OF LOS ANGELES TYPE 7 FABRICATOR / LWS / HSS / J/1015 SBCCI EVALUATION #94747A CITY OF SEATTLE CANADIAN WELDING BUREAU DIVISION 1 NOTE: ALL BASE PLATES AT 100'-0° (U.N.) AB_ DENOTES ANCHOR BOLT SIZE, O DENOTES ANCHOR BOLT DETAIL GENEf2AL NOTES GENERAL FRAMED OP ENING DETAILS 7. THIS BUILDINC IS DESIGNED FOR THE FOLLOWING 10AD5IN NG COOE WALKDOOR ANCHOR BOLT DETAIL WINDOW ANCHOR BOLT DETAIL ACCORDANCE W1TH THE IBC-2000 BUILDI ROOF LL = 20.00 psf WHEN FIELD LOCATING WALKDOOR DO 1 ) 1) FIELD LOCATED BY OWNER. ROOF SL = 30.00 psf SNOW IMP. = 1.00 WIND SPEED = 90 mph EXGOSURE C W1ND IMP. = 1.00 SO IN ONE FOOT INCREMENTS STARTING 2) USE (4) '/2 0 x 3-% EXPANDED ANCHORS COLLAiERAL LOAO = 0.0 psf 64 FV= 2 40 F 1 AT STEEL LINE. OR EQUAL PER OPENING, MINIMUM ~ p Z I . . n= SEISMIC: Ss= 0.27 st= 0.06 siTE anss = o REDUNDANCY FAGTOR = 7.50 = 1 00 SEISMIC IMP EXAMPLE: 1'-8~/2", 2'-8~h", 3'-8~/2". ETC. EMBEDMENT 21/a". a ~ w . . SEISMIC DESIGN CATAGORY = A CRANE = N/A rwe w/a 2) USE (4) '/2' 0 x 3/a" EXPANDED ANCHORS a p MEZZANINE LOAD: OR EQUAL PER OPENING, MINIMUM - lL = N/A psf DL = N/A psf EMBEDMENT 21/a". THE ANCHOR BOLT SIZES, GAGES, AND SPACING SHOWN ON THE ANCHOR SETTING PLAN ARE FOR CAST [N PLACE J-BOLT OR SND ANCHORS UNLE55 SPECIALLY NOTED ON THE DRAN7NG. RAMED OPENING WIDTH '_4 " 3 4 4 -4 F 801T5 CANNOT BE REPLACED BY EXPANSION OR EPOXY ANCHORS. 2. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEOOED IN CONCftETE. DOOR SIZE 3068 oR 3070 4070 6070 INCLUDING AlL MASONRY FASTENERS AND ANCHORS, ARE NOT BY MANUFACTURER X 3-176" 4_ l /2 6- l1/2 " \ ~ ~G (TYP) ~~4 . 3. FOUNDATION OESIGN OR ANY OTHER CONCRETE DESIGN WORK Y MANUFACTURER (CONSULT A LOCAL ENGINEER FOR IS N0T Y 3-7 1 4-7 6'7 - = J J ANCHOR BOLTS B THE DESIGN OF FOUNOATION AND CONCRETE WORK). TE HAS A R d' N I I a 2 E 4. OASE PLATES ARE DESIGNED ASSUMING CONC 0 MINIMUM STRENGTH OF 2500 si AT 28 DAYS. 5. BASE PLATES SIZES ARE 3' z 8' UNLE55 NOTED. 6. ALL REACTIONS ARE GIVEN IN KIPS (7000 LBS). N N W i 4 2 # T = MATERIAL SPECIFICATIONS ~ ¢ = S1/Z„ j ~ 7. SHEETS: _ BARE GALVALUME: ASTM A792, GRADE 80. AZ 55 = Q WIDTH -F 3 ' ALUMINUM - ZINC ALLOY COATED. N ' 3/ 3•, 21 . AZ 50 /55 GRADE 80 PAINTED: AS7M A792 Z 4 X W , . ALUMINUM - ZINC ALLOY COAiED. L DETAIL BASE: 3" x 9" DETAIL GRADE 50, AZ 50/55 TRIM MATERIAL ONLY: ASTA1 A792 NOTE EE Y - , OATED Y . C ALUMINUM - ZINC ALLO z.PURLINS.GtRTS^NOE^VE STRUTS: SHEETING NOTCH qNCHOR BOLT SCHEDULE 7 RADE 55 60 7 TAIL NS . s M FRAMED OPENING ANCHOR BOLT DE O -UP 3. IL 5EC ASTM A529/A572/A570/A607, GRADE 50. 4. HOT-ROLLED SECTIONS: 1) SEE ANCHOR BOLT SETTING PLAN FOR LOCATION. OMIT AT DOOR OPENING(S) AND AS SHOWN MARK QTY. DIA. LEN. A B C PROJ. GRADE 50 ASTM A36 A572 GRAOE76 OR A529 ON ANCHOR BOLT SETTING PLAN . , . . ~ HOR BOLTS / " . 5 STftUCTURAL (ROUND) TUBE: . 0 ANC 2) USE 2 - . ASTM A5008 (FY = 42 KSI.) ,4g3 32 34 l'-5~/2" 1 V-3 2~ 2~ 2 6. STRUCTURAL (SQUARE AND RECTANGULAR) NBE: ASTM A5008 (FY = 46 K51.) 7. BOLTS: ASTM A325, HICH STRENGTH 90LT5 WITH HEAVY HEX BOLT HEADS. CONCRETE LINE ASTM A307, MACHINE BOLTS WITH REGULAR HE% BOLT HEADS. ANCHOft BOLTS: ASTM A307 (NOT SUPPLIEO BY THE MANUFACNRER.) 8. FASiENERS: ALL SELF-DRILLING AND SELF-TAPPING SHEET METAL SCREWS W7LL " _ y 11/2" STEEL LINE OR A CONFORM TO ANSI STANOARD B18.6.4 WIIL HAVE TYPE t TYPE "A8" THREADS. SCREWS REOUIRED FOR WEATHER TIGHTNE55 W[LL BE EQUIPPED W[TH - C A 307 ANCHOR BOLT METAL AND EPDM BONDED WASHERS. e. eRacwc CABLE: EH$ (EXTRA HIGH STRENGTH) 7-WIRE GALVANIZED = ~ PROJECTION MIN. ~ B STEEL STRAND CONFORMING TO ASTM A475. ~ - a o ROD: ASTM A36, GRAOE 36. M Q a ~ ^ o a GRADE 55. GRADE 36 AND ASTM A607 ANGLES: ASTM A36 0 0 , , 10 HIGH STRENGTH BOLTS i i : . ASTM A325 (USED wHERE SPECIFIED ON DRAWINGS). ASTM A325 BOLTS VSED ON RIG[D FRAME MOMENT CONNECTIONS ARE WALL LINE e , ~ N UT DESIGNED AS BEARING T1PE CONNECTIONS, AND THREADS ARE \ o o~ ~ TURN OF THEI NUT METNOD S TO BE USED IN TIGHTENING THE HIGH 11/2' DOOR Q ~ A STRENGTH MOMENT CONNECTION BOLTS. SPECIAL INSPECTION OF pPENING ANCHOR BOLT THE TIGHTENING OF THESE BOLTS IS REOUIRED AS SPECIFIEO M ~ (N B ON BUILDING COOES. . . . DETAIL DQ FOUNDATION (N.B.M.) ACCESSORY SCHEDULE / LOCATION 0 E ~ QTY. DESCRIPTION p ~ . 1 3070 WALKDOOR COMPLETE FIELD VERIFY LENGTH AND \ 1N o••., 9 ( Q WIOTH DIMENSIONS ~ ~ INC WEDGCOR NOTE: SOME DETAILS THAT ARE i) CHECK VOUR ANCHOR BOLT SETTING SHOWN MAY NOT APPLY TO pLANS TO MAKE CERTAIN THAT ALL THE 36242 ~'4 ~ , . YOUR BUILDING. REFER TO YOUR DIMENSION$ SHOWN AGREE WIiH THE ~ 9`•. ~t0 F4,d ~ o ~ Buyer : SNO CREST CONSTRUCTION Dwn By: WDA VERIFICATION FOR THE OPTIONS otMEN51oN5 oN YOUR VERIfICATION. , 'C~. '•.,,e_ CuSt. :RUSS SHEARD 7-77-03 THAT ARE INCLUDED. p) NOTE. DIMENSIONS SHOWN ON nae T N R F T T N" 1 ` Descr.: 40X50X1 6 2.00:12 Chk By:BM IO E ER TO HE S EEL VERIFICA NES ! 1„ 7-14-03 . LI Site WHEAT RIDGE, CO Scale :NONE Eng Ck:n+s e s P.O. : W27975 SHEET N0. A2 OF 4 52" 3/4" 0 (TYP) ANCHOR BOLTS 3/4' 0 (TYP) 4" ANCHOR BOLTS ~ J ~ - ~ J - Q J ~ ~ ♦ - Q ~ _ W z ~ Q I \ SIDEWALL 1191 BASE: 6" x 8" f~ Syz.. E1 B ASE: 6" x 8" ~ T T ~ I I ~ O 1 7/2,. I Q I 1 7/z. SIDEWALL BASE: 5" x 70" S1 * SEE ANCHOR BOLT SETTING PLAN FOR ANCHOR BOLT DIAMETER WEDGCOR INC. 36242 , Buyer :SNO CREST CONSTRUCTION Dwn By: WDA . Cust. :RUSS SHEARD 7-11 -03 Descr. :40X50X16 2.00:72 ~h .BM By Site :WHEAT RIDGE, CO ~ i Scale :NONE Eng Ck:Me s a P.O. :W27975 SHEET NO.A3 OF 4 F R A M E R E A C T I❑ N S LEFT EH= 16.000 (FT) LEFT RS: 2.000 /12 RIGHT EH= 16.000 (FT) RIGHT RS: 2.000 /12 DISTANCE T❑ PEAK FRDM LEi"T SIDE: 20.000 (FT) L - - ----P--- ----R I ~ I 40. 0 ~ I ~ HL I I HR B B<-- I ~ I VL VR FRAME LINES (W27975 #1 2 3 I BUILDING I COLUMN REACTIONS (KIPS) I LOADS I _ __i I I HL I VL I HR I VR I I ---I I - - I DL --I--------I - I 0. 32 I 1. ~ 25 I 0. 32 I 1. 25 I I LL I 2.07 1 6. 67 I 2. 07 I 6. 67 I I SL I 3. 11 I 10. 00 I 3. 11 I 10. 00 I I WLL I -2.94 I -4. 88 I 0. 87 I -2. 86 I I WLR I 0. 87 I -2. 86 I -2. 84 I -4. 88 I I UBL I 2.33 I 11. 44 I 2. 33 I 3. 56 I I WLL1 I -3.01 I -3. 06 I 0. 70 I -1. 03 I I WLR1 I 0. 70 I 03 I -3. 01 I -3. 06 I I SEIL I -0. 16 I -0. It I 0. 16 I 0. 11 1 I SEIR I 0.16 I 0. 11 I -0. 16 1 -0. 11 I I COMB # 1 I 3.43 i 11. 25 I 3. 43 i 11. 25 I I COMB # 2 I 2.65 i 12. 69 I 2. 65 i 4. 81 I I COMB # 3 I -2.65 I -4. 13 I 1. 06 I -2. 10 I I COMB # 5 I -2.82 I -2. 31 I 0. 89 I -0. 28 I I COMB # 7 I 0.08 I 0. 67 I 0. 30 I 0. 83 I I COMB tt 9 I 0.30 I 0. 83 I 0. 08 I 0. - 67 I NOTE: Load conbinations - ltsted nre n ot c omplete For Foundatton design. It nay cont rol by doi ng addt tional combination s o ther thnn ltsted. LOAD COMBINATIONS: COMB # 1--> 1.00 X<DL+ SU COMB k 2--> 1.00 X(DL+ UBL) COMB N 3--> 1.00 X( 0. 6DL+ WLU COMB # 5--> 1.00 X(0.6DL+ WLLI) COMB lt 7--> 1.00 XC0.6DL+ 0.7SEIU COMB H 9--> 1.00 X<0.6DL+ 0.7SEIR> UBL-> 1.50X SNOW LOAD ❑N LEFT SLOPE RQOF+ O.OOX SNDW LOAD ON RIGHT SLOPE ROOF - BASE PLATE SUMMARY L. COL 5. 00 X 10. 00 X 112' < 4> 3/4" DIA. A. B. s R. COL: 5.00 X]0. 00 X 112' ( 4) 3/4' DIA. A. B. s - NOTES 1. The positive directions for the Frnne colunn reacttons are : Horizontal -inward direction to the building. Verttcnl - upward direction. 2. Forces on Poundntion will act in the oppos;te direction ta the dtrectton of the colunn renctions. REACTIONS FOR ENDWALL COLUMNS LEfT END WALL - REACTION X■ (KIPS) COLUMN DL+LL DL+tI L LOCATION H V H V R-CC 0. 00 1. 75 0. 81 -0. 96 COL-1 0. 00 3. 82 1.58 -2. 10 COL-2 0. 00 3.82 1.58 -2. 10 L-CC 0. 00 1. 75 0. 81 -0. 96 RIGHT ENDWALL REACTIONxw (KIPS) COLUMN DL+LL DL+V L LOCATION H V H V R-CC 0.00 1. 75 0. 81 -0. 96 COL-1 0.00 3.82 1. 58 -2. 10 C0L-2 0.00 3.82 1. 58 -2. 10 L-CC 0.00 1.75 0. 81 -0. 96 axH IS +VE IN THE OUTWARD DIRECTION. V IS +VE IN THE UPWARD DIRECTION. NOTE1 COLUMN NUMBER STARTS FROM RIGHT, LOOKING FROM OUTSIDE ❑F THE WALL XNOTE: 'LL' USED IN LOAD COMBINATIDNS REFERS T❑ CONTROLLING LOAD, EITHER ROOF SNOW LOAD OR ROOF LIVE LOAD REACTIONS FOR M'IND LOAD (HORZ.+UP) IN PLANE OF SIDEWALL (reacttans at the lst X bractng bay of each side wall) FORCES (KIPS) WALL HOR VER BAY N0. BACK 1.8 4.7 2 FRONT 1.8 4.7 2 REACTIONS FOR WIND LOAD IN PLANE OF ENDWALL DIAGONAL BRACING SHEAR LOAD FORCES (KIPS) COI.. ON EACH ON BASE ANGLE WALL HOR VER SIDE OF HAYx CLB/FT> LEFT 1 4 1. 6 3 Q7 0. 00 RIGHT 1.3 2. 4 2 0.00 x NDTE: BAYS NUMBERED FROM RIGHT TO LEFT MEMBER T ES- SCSC16 CC- SC8C16 G- 6.5Z76 SCB- 5/16" Dia. ERECTION REQUIREMENTS FOR FRAMING DET,AILS SEE G3 FOR CABLE BRACING SIZES AND DETAICS-SEE G2 2'-0" GIRT LAP. C-1 C-1 ELEVATION AT COL. LINE A C- MAIN FRAME COLUMN RB- MAIN FRAME RAFTER PFC- PORTAL COLUMN PFR- PORTAL RAFTER CC- CORNER COLUMN EC- ENDWALL COLUMN ER- ENDWALL RAFTER DJ- DOOR JAMB DH- DOOR HEADER G- GIRT P- PURLIN ES- EAVE STRUT LEGEND CL- SPECIAL CLIP RC- RIDGE CAP RS- ROOF SHEET SW- SIDEWALL SHEET EW- ENDWALL SHEET FTC- FRAMING CLOSURE T- TRIM TR- SPECIAL TRIM qL- ANGLE A- SPECIAL ANGLE FB- FLANGE BRACE G_ CENTER LINE ^ 2 F.S. FAR SIDE N.S. NEAR SIDE N.B.M. NOT BY BUILDING MANUFACTURER O.C. ON CENTER ~ STEEL IINE A.S. AS SHOWN O.H. OPPOSITE HAND TYP. TYPICAL U.N. UNLESS NOTED SCB- SIDEWALL CABIE ECB- ENDWALL CABLE 36242 9i b : 9 q o3'~ "o~ . ~ ~ -'F "SSIOPJAL EN~e~~~\\ WEDGCOR, INC. Buyer:5N0 CREST CONSTRUCTION DWn BY: WDA Cust. :RUSS SHEARD 7-11-03 Descr.:40X50X16 2.00:12 Chk By: BLM Site :WHEAT RIDGE, CO 8-6-03 Scale :NONE Eng Ck:Me a a P.O. : W27975 SHEET N0. E1 OF 7 II . I ta•_si.. I l0-4 MEMBER TABLE FRAME LINE D PART MEMBER ES- SC8C16 CC- SCSC16 G- 6.5Z16 SCB- 5/76" Dia. ~ m - (0 i m - (0 i n tO i i ES-tL ia Uw ES-2 ia uw ES-7R i G_1 G-2 G-t FC -112 G_1 G-2 G-i FC-112 ~ o FC -112 G_1 G-2 G-7 FC-112 - ° _ N FC -712 G-2 G-1 FC-712 ERECTION REQUIREMENTS - a EQ- FC - -112 FC-112 FOR FRAMING DETAILS SEE G3 a N FOR CABLE BRACING SIZES co FC -112 c-i G-2 G-1 FC-112 AND DETAILS SEE G2 - 2'-0" GIRT LAP. FC -112 G_1 G-2 G-1 FC-112 - F -17 -17 FC-112 FC -112 ~ 0 i ^ 4„ 76,_4„ 76'-8" 16,_4.. 4., ~ 4 3 2 l 50'- 0" OUT TO OUT OF STEEL CC-2 C-1 C-t CC-1 ELEVATION AT COL. LINE D ~ i11111 i1l ~ \```\OQP E / ~ . ~ WEDGCOR INC. _ • 36242 9E = , 2,' . °Q ` qI~I~ . ` Buyer :SNO CREST CONSTRUCTION Dwn By: ~NDA 1 03 ! O ~ ~ \ - Cust. :RUSS SHEARD 7-1 SSIOPJALEN~\~~~~\\ Descr.:40X50X16 2.00:12 Chk By: BLM ~/~t~~~~I I Site :WHEAT RIDGE, CO 8-6-03 Scale :NONE Eng Ck:Me a e P.O. :W27975 SHEET NO.E2 OF 7 G-1 ~ G-2 G-1 ' Ge y Sc e ('F1) BA- 10 & (3) BA-15 MEMBER TABLE CC- SC8C16 EC- SC9C14 ER- SC8C14 G- 6.SZ76 DH- SC9C16 ECB- 5/16" Dia. =C-58 =C-165 = C- 57 ERECTION REOUIREMENTS . FOR ENDWAIL DETAILS AND r o = BOIT REQUIREMENTS SEE Gt FOR CABLE BRACING SIZES C7 N O W w i= AND DETAILS SEE G2 _ @ w FC-4 AT END OF EACH GIRT > N ~ Q TO OPEN SIDE OF COLUMNS. a ~ °J (2)FC-50 AT EACH CORNER COLUMN BASE. FC-7 AT END OF EACH GIRT TO WEB SIDE OF ENDWALL COLUMNS. (2) BA-15 FC-60, FC-67, AND FC-64 - AT RAFTER PEAK SPLICE. FOR OVERHEAD FRAMED OPENING I DETAILS SEE G4 i ~ ~ FIELD SLOT GIRTS AS REQ'D g" 14'-3" 70'-0" 74'-3" 9" FOR CABLE BRACING. FC-742 AT END OF EACH GIRT TO ENDWALL RAFTER. CC-1 EC-iL EC-2R CC- ELEVATION AT FRAME LINE 1 ` o. . 70 MOVED CABLE BR. VO 6-17-03 CK. M ~ / INC. WEDGCOR 3 242 9E _ , O ' 0)2.7.. w ~ ~ Buyer : SNO CRES T CONSTRUCTION Dwn By: `NDA ` ~a Cust. :RUSS SHEARD 7-11 -03 ~ SS/ON A Descr. : 40XSOX16 2.00: 12 h :BLM I ' Site :WHEAT RIDGE, CO 6-03 S Scale :NONE Eng Ck:us s e P.O. :W27975 SHEET N O.E3 OF 7 FC-58 - FC-765 FC-57 ~ = o c 7 J jv I N ~ 0 a N w ~ C/` S4 r oo FC-765 FC-57 ' FC-765 AL_ FC-57 ER-1 ER-~ G-4z -ZG-5 G_ 5 G-3 G-4 z G-3 G-3 G-4 G-3 G_3 G_q G-3 G-3 G-4 G-3 G-3 G-3 G-3 G ~ G-4 ~ G-3 G-3 G-4 G-3 (7) BA-70 & (2) BA-15 C CC-2 S Z _3., iQ._p., 14._3„ g C 40'-0" OUT TO OUT OF STEEL *EC-3 xEC-3 ELEVATION AT FRAME LINE 4 - FC-58 FC-165 r FC-57 0 I N ~ a ~ m 3 MEMBER TABLE FRAME LINE 4 PART MEMBER CC- SCSC16 *EC- 868C16 ER- SCSC14 G- 6.SZ16 - ECB- 5/16" Dia. ERECTION REQUIREMENTS FOR ENDWALL DETAILS AND BOLT REQUIREMENTS SEE G7 FOR CABLE BRACING SIZES AND DETAILS SEE G2 FC-4 AT EACH END OF GIRTS TO COLUMNS. (2)FC-50 AT EACH CORNER AND ENDWALL COLUMN BASE. fC-742 AT END OF EACH GIRT TO ENDWALL RAFTER. FC-60, fC-67, AND FC-64 AT RAFTER PEAK SPLICE. FIELD SLOT GIRTS AS REQ'D FOR CABIE BRACING. 0 utWUinu ~ o r '~(~~2. ~ - 0 WEDGCOR, INC. ~ 06242 : - Buyer:SNO CREST CONSTRUCTION Own By:WDA :RUSS SHEARD Cust 7-11 -03 S~v,41EN~' . Descr.:40X50X16 2.00:12 Chk By: eLM Site :WHEAT RIDGE, CO 8-6-03 Scale : NONE Eng Ck:Me a a P.O. :W27975 SHEET NO.E4 OF 7 MEMBER TABLE FS-11R ES-2 ES-11_ iP-1 (TYP) , P-2 '(TYP) ~ ~P-1 (TYP) Q1 ~ w ER-1 RB -1 RB-1 ER-1 w F- cr) ~~9 8~2 ' R IREMENTS 3 ~ RG S ~ ERECTION E U ~ 2 ~ o,n ~Ln FOR FRAMING DETAILS SEE G3 Q ~ Q Q (1) ROW PBA-10 AT MIDPOINTS Q< cn N IN BAYS 1 2 3 AS SHOWN. ~ ~ ~ ^ N 4'-0" PURLIN LAP. pBA-10 TO BE INSTALLED BEFORE ROOF SHEETING SEE G7 O FOR CABLE BRACING SIZES o AND DETAILS SEE G2 Rc o ER-7 RB -1 B~ ~ RB-1 ER-1 0 INDICATES LOCATION Of ~ FC-207 ANTI-ROLL CLIPS. Q' FC-27 UNDER EACH PURLIN AT O O ENDWALLS. P-7 (TYP) P-1 (T1P) IPBA-10 P-2 (TYP) I ~ I I (T1P) Ll _ ES-1L `'_L LJ- 1L% 11 11 7G'.•-d.. ROOF FRAMING PLAN ER- SC8C14 - U RCB- 5/16" Dia. "sg WEDGCOR, INC. 36242 .a'•. 03 ~ Buyer : SNO CREST CONSTRUCTION Dwn By: WDA 90`•.~'~ Cust. :RUSS SHEARD 7-71 -03 %i~FSS.."""".. Descr. :40X50Xt6 2.00:12 Chk By: BLM Site WHEAT RIDGE, CO 8-6- 03 Scale :NONE Eng Ck:Me a a P.O. W27975 SHEET N O.E5 OF 7 ~ I N U W al i ~ ~ 7-1 U N mm aa a I N (7 ~ I N U W ROOF SHEETING PLAN ~ i N U W a i ~ ~ ~ o mm naa v I N (7 ~ I N U W ERECTION REQUIREMENTS BEGIN SHEETING STARTING CENTERIINE OF HI-RIB AT STEEL LINE. FOR TRIM DETAILS SEE GS FOR SCREW PATTERNS SEE G7 (17) RC-1 RIDGE CAPS AT PEAK. 1'-0" BACKLAP AT LEFT END. ilI a INC. WEDGCOR 36242 , % 9+.,o~ o ~ Buyer :SNO CREST CONSTRUCTION Dwn By:`NA ~:Z~ 'O 'N` ~ Cust. :RUSS SHEARD 7-11 -03 SSIO N AL E~ Descr. :40X50X16 2.00:12 Chk By: eLM Site : WHEAT RIDGE, CO 8-6-03 Scale : NONE Eng Ck:ue a a P.O. W27975 SHEET N 0. E6 OF 7 (7) ETS-70 & (3) ETS-14 (t) ETS-10 & (3) ETS-14 7 2.00 ~ 2.00 12.00 20''35/6. 2.00 5/1fi- I16 4 SP@ 4'_1ps/6~. 35A6 20 - 4 Sp~ 4-145/~fiFB-27 FB-27 FB- FB-27 ~ W S > ¢ w n O M I I N m d ~ ~ 02.. CROSS SECTION AT FRAME LINES 2,3 CONN. A B VERTICAL CLEARANCE AT LEPT HAUNCH = 14'-6 7/16" VERTICAL CLEARANCE AT RIGHT HAUNCH = 14'-6 7/76" VERTICAL CLEARANCE AT PEAK = 17'-3 13/16" HORIZONTAL CLEARANCE AT HAUNCH TO HAUNCH = 36'-2 1/2" PLATE SIZE TABLE IEFT SIDE RIGHT SIDE 5 x 1/2 x 0'-10" N~A 5 x 1/2 x 1'-S7~e" 5 x 1/2 x 7'-f 5 x 1/2 x 1'-87/5" 5 x 7/2 x 1 rri o I ~ m N ~ ~ a N ~ 6i/2„ FRAME GEOMETRY: LEFT EH= 16 .000 (FT) L EFT RS; 2 .000 /1 2 - R[GHT EH= 16 .000 (FT) R IGHT RS: 2 .000 11 2 DISTANCE T❑ PEAK FROM LEF T SIDE: 20. 000 (FT ) L P--------- R I ~ ~ 40. 0 ~ I I B ~ B FRAME-LINES_<W27 975_#12 _ 3 SECTION LENGTH -DEPTHS (IN) - oUTER F LANGE WEB I NNER FLAN6E NAME <FT) START END _ (IN) _ _(IN). < IM LEFT SIDE CORNER WEB THICKNESS= 0.1790 EXT. COLUMN---> (FY= 50. KSI) - BL 1 A 10.00 9.50 13.28 5.0000 X 0.2500 0. 1 120 5. 0000 X 0. 2500 BL 1 B 4.53 13.28 15.00 5. 0000 X 0.2500 0. 1 120 5. 0000 X 0. 2500 « <(C( KNEE CONNECTION AT THE END ❑F THIS SECTION RAFTER BEAM---> (FY= 50. KSI) LP1A 5.00 14.00 14.00 5.0000 X 0.2500 0.1790 5. 0000 X 0. 2500 LP2A 5.00 14.00 14.00 5.0000 X 0.2500 0. 1120 5. 0000 X 0. 2500 F 62 LP2B 8 14.00 14.00 5.0000 X 0.2500 0.1120 5. 0000 X 0. 2500 ~ . «((<C PEAK CONNECTION AT THE END ❑F THIS SECTION » W = RIGHT SIDE CORNER WEB THICKNESS= 0.1790 > EXT. COLUMN---> (FY= 50. KSI) a BR1A 10.00 9.50 13.28 5,0000 X 0.2500 0.1120 5. 0000 X 0. 2500 w BRIB 4.53 13.28 15.00 5. 0000 X 0.2500 0,1120 5. 0000 X 0. 2500 <C« « KNEE CONNECTION AT THE END OF THIS SECTION RAFTER BEAM---> CFY= 50. KSI> RP 1 A 5.00 14.00 14.00 5.0000 X 0.2500 0.1790 5. 0000 X 0. 2500 RP2A 5.00 14.00 14.00 5.0000 X 0.2500 0.1120 5. 0000 X 0. 2500 - RP28 8.62 14.00 14.00 5.0000 X 0.2500 0.1120 5. 0000 X 0. 2500 PEAK CONNECTION AT THE END OF THIS SECTION WEDGCOR, INC. = i~ 36242 ; 9`•. a1~l~3 j~` Buyer :SNO CREST CONSTRUCTION Dwn By:~NDA , \ / o Cust. :RUSS SHEARD 7-71 -03 SPLICE BOLT TABLE A E~ ~SS~ON r. D 0 W 2 X O h : BLM ~~_ICE QTY SIZE TYPE I 11 ~ }ec : C~ T RIDGE, ~EA 6- 8 03 A 4 3/4 x 1'-5 A307 8&N Scole : NONE Eng Ck:Me a e B 10 3/4 x 2 A325 B&N P.O. : W27975 SHEET N 0. E7 OF 7 C 8 3/4 x 2 A325 8&N PURLIN CLIP FC-60 CLIP FC-64 ~ (N.S.) ONLY q 4 G7 EAVE STRUT PURLIN G~ PURIIN _ , ENDWALL RAFTER ~ • ~ ~ ~ PURLIN ENDWALL (12) 'h" 0 z 11~<" ENDWALL RAFTER ENDWALL RAFTER ~ RAFTER A325 BOLTS ~ CLIP FC-65 - ~ • I • - _ CLIP FC-165 (F.S.) CLIP FC-165 (F.S.) - - _ - r CLIP FC-165 (F.S.) C ' CLIP FC-61 1 ~ • ~1~ iI • '~i~ ~ ~ PEAK DETAIL W/0 CENTER COLUMN 3 Y $ (12 x 1 /4' S.D.S. ~ • ~ k 1 • 1 1 ~ • 1 ~ - ~ SHEETING ANG)E " 1'/<" = - ~ i/4' - \ 71/a" I ~ (SA-70/SA-75 itil . (70) '/z.• 0 x i1/a" I (10) 1/z•• 0 x 11/4'. (10) 'h" 4 x 1114 " A325 BOLTS ~ ~A325 BOLTS r A325 BOLTS I • CLIP FC-58 CLIP FC-58 7PURLIN - ' " - CLIP FC-58 i--57 ~:--CLIP FC-57 CLIP FC- ' CLIP FC-57 ~ i ii , ~ ENDWALL COLUMN ~ CORNER COLUMN ~ ENDWALL COIUMN / DOOR J AMB 4 SUB URLIN " ~ E ' FC-27 ENDWALL RAFTER 9 AT LINE Q AT LINE 04 CORNER COL. TO ENDWALL RAFTER 1 ENDWALL COL. TO ENDWALL RAFTER 2 PURLIN TO ENDWALL RAFTER 4 ENDWALL COL. TO ENDWALL RAFTER 5 ~ ~ CLIP FC-4 ENDWALL RAFTER GENERAL NOTES: 3' 4' 6~/Z^ Z ENDWALL GIRT ENDwALL COLUMN / 1.) ALL BOLTS TO BE '/2" 0 x t'/a" A307 CIIP FC-775 DOOR JAMB (U.N.) CLIP FC-4 CLIP FC-7 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) - - - - - - - - - - - 3.) ALL DIMENSIONS ARE t. ~ --I; I ~ I I I ~ ~ I 1 ~ ~ - _ _ - - - - - 4.) 0 MATCH SHOP MARK. 5.) SEE CROSS SECTION OF MAIN FRAME FOR ' ' ~ • i ' • N L PURLIN ORIENTATION. ; • I ' • ~ I I I - CORNER COLUMN 61/2" Z ENDWALL CLIP: FC-742 ~~~\\\`1 'I""~~~ ~ ~ j 61/2" Z SIDEWALL GIRT - - GIRTS p0 ~ I 61h" Z E.W. GIRT SHEETING CLIP FC-712 AT LINEQ7 %p9 ~ 36 Q2 GIRT TO CORNER COLUMN 6 GIRT TO ENDWALL COLUMN 7 GIRT TO ENDWALL COLUMN 8 >y ~ vlo~••~ ~ CLIP (2) FC-50 ENDWALL COLUMN ENDWALL COLUMN GV . • ~ ~ CORNER COLUMN CLIP (2) FC-4 12 A325 BOLTS t~Fi" ~-A325 BOLTS1'~.. ~ ~~~~nnnuuuu~~ i Q a (2) 3/<° fl A307 3 ANCHOR BOLTS CLIP (2) FC-50 o ♦ ♦r ♦ ; ; ~ WEDGCOR, INC. n a ~(2) m n307 I• Buyer : SNO CREST CONSTRUCTION Drawn By:WDA ~ ANCHOR BOLTS _ Cust. : RUSS SHEARD 7-11-03 6'/Z" Z ENDWnLL Descr.: 40X50X76 2.00:12 Check By:BLM ~t~Z~ ENDWALL 1'12" ENDWALL GIRTS Site : WHEAT RIDGE, CO 5-6-03 9,. ~ " AT LINEOO nT LINEQ Scale : NONE Eng Ck:MB 8/$ 10 GIRT TO ENDWALL COLUMN 11 P.O. :'N27975 SHEET NO.GI oF 7 CORNER COLUMN BASE DETAIL 9 ENDWALL COLUMN BASE DETAIL WELDED FRAME ~ I II NUT FLAT WASHER Z ;11 HILLSIDE WASHER J ~ I I II BACK-UP PLATE - (AS LABELED ON FRAMING ELEV. II AND PLANS) - EYE BOLT CABLE GRIP ~ABLE CABLE CABLE BRACE BACK-UP PLATE (AS lABELED ON FRAMING ELEV. AND PLANS) WELDED FRAME BRACING AT WELDED FRAME 1 BRACING AT WELDED FRAME 2 COLUMN CABLE - (SINGLE C OR CqgLE GRIP BACK TO BACK 1) HILLSIDE WASHER EYE BOLT FLAT WASHER NUT ~ BACK-UP PLATE (AS LABELED ON FRAMING ELEV. AND PLANS) BRACING AT COLUMN DOOR JAMB CABLE CABLE GRIP :~y" m ANCHOR BOLTS (2 BOLTS) BRACING AT DOOR JAMB CABLE GRIP CABLE 3 I BRACING AT COLUMN 5 8 COLUMN (SINGIE C OR BACK TO BACK a:) BRACE EYE BACK-UP PLATE (AS LABELED ON FRAMING ELEV. AND PIANS) REF. "A" CABLE 0 5/6„ t/z„ EYE BOLT ~e" ~ '.A" DIM. 11.. X "B" DIM. 6" 7 9 "C~~ DIM. 31/2" N/F FLAT WASHER HILISIDE WASHER CABLE GRIP BRACE EYE EYE BOLT CABLE I CROSSOVER CROSSOVER I MARK MARK NUT I A DIM SSHIPPING LIST FOR CABLE LENGTH B DIM r'--- I LENGTH = FIEID MEASUREMENT T DIRECTIONAL SYMBOL POINTS TO THE EYE80LT END OF THE CABLE ASSEMBLY, SEE FRAMING ELEVATIONS AND PLANS. IF NO SYMBOL IS SHOWN, THE ENDS OF THE CABLE ASSEMBLY ARE INTERCHANGEABLE. 4 I CABLE BRACING ASSEMBLY 6 7 MEp.S~R~M G GROSP ~ R CABLE M FC-186 (IN PLACE OF BRACE EYE) CABLE GRIP C( ~R BC-C2x BAEAEYEE)OF ~tiFY~ J~~ C~~' ~ CABLE ~ GRIP CABIE CABLE CABLE CLIP:FC-218 (IN PLACE OF BRACE EYE) GENERAL NOTES: 1.) ALL BOLTS TO BE 1/2" 0 x 1-1/4" A307 (U.N.) 2,) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3.) ALL DIMENSIONS ARE t. WEDGCOR, INC. - 36242 . = b'• «~~j J e~ ~ Buyer : SNO CREST CONSTRUCTION Drawn By:WDA . ~ 3 A 00: 12 Check BY' BLM 2 Descr.: 40X50 16 - I1mX0 Site : WHEAT RIDGE, CO 8-6-03 Scale : NONE Eng Ck:MB $/8 ~ ~ p-p. : W27975 SHEET N0. G2 OF 7 g #1 2 x ,v<° - S.D.S. (GA) 4'-0" OVERALL LAP MAIN FRAME COLUMN MAIN FRAME MAIN FRAME 2'-0" 2'-0" BOLTS RAFTER 7'-70Yy" 1'-10'F1° FLANGE BRACE , AS REQUIRED ESA-1 (SEE FRAMING • • EAVE STRUT SECTION) - I ~ Lp ~ ~ • S.W. GIRT • I o • I - - : - - - - - - N - - - - _ _ _ ~ - _ I - _ O_ - _ _ CLIP FC-68 ~ I I ~ o • • I PURLIN r ~ MAIN FRAME FLANGE BRACE • • CLIP: FC-207 AS REQUIRED (SEE ROOF FRAMING 1 '-0" 7'-0" COLUMN (SEE FRAMING FOR LOCATION) SECTION) 2'-0" OVERALL LAP . NOTE: MOVE BOLT UP TO TOP HOLE 2'-10'12" 2'-70'/2" MAIN FRAME IF CLIP: FC-207 IS TO BE RAFTER USEO AT THIS LOCATION. (8) BOLTS W/0 FLANGE BRACE, (10) BOLTS W/ FLANGE BRACE. (8) BOLTS W/0 FLANGE BRACE, (12) BOLTS W/ FLANGE BRACE. MF TO EAVE STRUT ( 6-1/2 Z GIRTS ) 1 PURLIN OVERLAP 2 GIRT OVERLAP 3 GENERAL NOTES: 1.) ALL BOI.TS TO 8E 1/2" 0 x 1-1/4" A307 (U.N.) 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3.) ALL DIMENSIONS ARE t. ANGLE: AL-t (TOED DOWN) FIELD CUT AS REQ'D.) RIGID FRAME RAFTER • • ' #12 x 11/a" S.D.S. (GA)(1'-6" O.C.) CLIP: FC-207 ~111111111 / ~ Q (SEE ROOF FRAMING P R G FOR LOCATION) Q ~ PURLIN \ Q~.. ~y~m: ~ Q = 36242 p~ - = 9' Q ~toz,_;~~Q\ WEDGCOR, INC. MAIN FRAME ~ O \ . RAFTER °(~j'~~~~ guyer : SNO CREST CONSTRUCTION Drawn By:WA S/ONALEN Cust. : RUSS SHEARD 7-11-03 ~~~1111I I I III\~~~~\ Descr.: 40X50X76 2.00: 12 Check By: BLM Site : WHEAT RIDGE, CO 8-6-03 Scale : NONE Eng Ck:Mg 8/8 ANTI-ROLL CLIP DETAIL 4 SHEETING ANGLE TO EW RAFTER rj P.O. : W27975 SHEET NO.G3 oF 7 NOTE: FOR DOOR JAMB TO ENDWALL RAFTER SEE DETAIL G1 2 G4 C DOOR HEADER / 3 ~ G4 GIRT m ~ a ~ ~ GIRT a 0 0 4 ~ G4 FINISH LEFT GIRT m ~ ¢ ~ ~ o GIRT 0 E RIGHT -11' ~ ENDWALL COLUMN (USED AS DOOR JAMB) I 9" C DOOR JAMB ~ ~ 'a >-(2) -Ya" 0 A307 + I ANCHOR 80LTS - I = ~ (N.B.M.) I M ~ + ~ DOOR HEADER ~ - END WALL ~ DOOR JAMB 6~/z" Z GIRT 34, f 71F1" DOOR OPENING DOOR HEADER TO DOOR JAMB 2 GIRT TO DOOR JAMB 3 ENDWALL COLUMN BASE DETAIL 4 DOOR JAMB TO E.W. RAFTER 1 5 6 7 GENERAL NOTES: 1.) ALL BOI.TS TO BE 1/2" 0 x 1-1/4" A307 (U.N.) 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3.) ALL DIMENSIONS ARE t. 8 Igl 1101 = 36242 ; = ~ WEDGCOR, INC. ; o . ~ Buyer: SNO CREST CONSTRUCTION Drawn By:WDA ~ S Cust. : RUSS SHEARD 7-11-03 ~ollAln ~ Descr.: 40X50X76 2.00:72 Check By: BLM Site WHEAT RIDGE, CO 8-6-03 Scale : NONE Eng Ck: MB 8/8 1 1 ~ 2 1,3 p.p. W27975 SHEET N0. G4 OF 7 #12 x 3/4" S.T.S. INSIDE CLOSURE (1'-6" O.C.) ROOF PANEL BASE ANGLE (BA-70/BA-75) SHEETING ANGLE ROOF PANEL GABLE EAVE ~ #72 x 71~a" S.D.S. (SA-10/SA-15) TAPE MASTIC TRIM TRIM WALL SYSTEM I II (N.B.M.) I II FASTENER (N.B.M.) ~ ~ GABLE RIOGE CAP I II I II POWER DRIVEN r , - TRIM ~ " PEAK CAP \ f I II ~ FASTENERS (N.B.M.) " ' I S.D.S . /a #12 z 1 I -0 O.C.) (2 ROOF PANEL I (GA) ~ I II . EAVE TRIM I I I 0 L ~ ~ I I pGc ~ ~ ~ ~ I I FOUNDATION , - I I I I~ ~ PEAK BOX (N.B.M.) I `+'~ALL SYSTEM I I I I I ~ ~ (N.B.M.) GABLE TRIM GABLE END C AP ~ EAVE STRUT I I fASTENER WALL SYSTEM FASTENER (N.B.M.) (N.B.M.) (N.B.M.) . EAVE TRIM SECTION 1 GABLE TRIM SECTION 2 PEAK DETAIL 3 PEAK BLDG. CORNER DET. 4 BASE SECTION S 6 ~ g 9 10 ~ 0 oNu ~unii// ~ ~0 R ~ ° ~ ~I,•.9 WEDGCOR, INC . • ~ ° = 36242 Buyer: SNO CREST CONSTRUCTION Drawn By:WDA Cust. : RUSS SHEARD 7-11-03 ~1"l \ Descr.: 40X50X76 2.00:12 Check By: BLM , ~ a\\\\ T RIDGE. CO 8 ~ ~l~N~~t Scale : NONE g ~ MB 8/8 w27e75 SHE G5 OF 7 ET N0 13 P.o. : . 11 12 3 2.. 3,. ~ i~.. ~ 6~/2" Z GIRT GIRT I FIELD 90CATE & M DRILL /1s" 0 HOLES AS REQ'D ~ + I ~ ^ DOOR HEADER I DOOR HEADER 8" C WALKDOOR I ~ JAMB II z DOOR JAMB ' I I CLIP: FC-167 (A.S.) • 4.. Z° G6 FC-168 (O.H.) GIRT GIRT DOOR HEADER TO DOOR JAMB 2 WALKDOOR JAMB TO GIRT v- G6 GIRT GIRT m m ¢ ~ GIRT 0 0 o GIRT FINISH FLOOR 3 E IEFT RIGHT WALKDOOR JAMB TO GIRT 8" C WALKDOOR ~ 1/41, JAMB ~ _--FIELD 90CATE & DRILL /164 ~ HOLES AS REQ'D M I +GIRT 61h" Z-- 3~/4 3 GIRT TO DOOR JAMB 4 1 s1_ 161 1 7 I GENERAL NOTES: 1) ALL BOLTS TO BE 7/2" 4 x 1-1/4" A307 (U.N.) 2) VIEWS ARE FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE t. 4) REFER TO ANCHOR BOLT PLAN DETAILS FOR FIELD LOCATING JAMBS. 7 1 81 1 91 10 `Cr= `v WEDGCOR, INC. . _ 3 242 - „f - Buyer : SNO CREST CONSTRUCTION Drawn By:WDA • ' r9o,~, e~~:•~`~~ . Cust. : RUSS SHEARD 7-11-03 cr. 0 Y: BLM Cec h k X 2 „ 03 8 6 : WHEA T RIDGEO C0 Slte Scale : NONE Eng Ck:Me 8/8 11 12 P.O. : W27975 SHEET N0. G6 OF 7 NOTE: SEE CROSS SECTION OF MAIN FRAME FOR PURLIN ORIENTATION. , ~•_g^ 1 1 -6° 1'-g, 6„ 1,_6„ t,_6„ t•_6^ ~'-6" ~'-6~ E7C. I 1 - 7 I I I I T r I I I T T T T T T T T PBA-10 TO BE INSTALLED BEFORE APPLYING SHEETING. SEE ROOF FRAMING PLAN FOR LOCATION. #12 x l'/a" S.D.S. (GA) (TYP) SHEETING DESCRIPTION fFTI '#12 x 3/4 SELF TAPPING SCREW (S.T.S.) LIFETIME (ZAC) - x t~~a" 72 ROOF SHEETING SCREW TYPE: WALI SHEETING SCREW TYPE: TRIM COLOR 26 GA. COLOR DARK GREEN (DG) ■ STANDARD ❑ STAINLESS STEEL ❑ OTHER N/A GA. COLOR N/A ■ STANDARD ❑ STAINLESS STEEL ❑ OTHER DnRK GREEN (DG) SELF DRILLING SCREW (S.D.S.) LIFETIME (ZAC) T PARTITION SHEETING N/A GA. COLOR N/A LINER PANEL N/A GA. COLOR N/A SOFFIT PANEL N/A GA. COLOR N/A OTHER ACCESSORIES " S.T.S. #12 x 3/4 (AT EACH HI-RIB AT RIDGE CAPS) HI-RIB PANEL SECTION 4.. 4.. 1.625" 13725" _ -y Ln 4,. I I I 1" ~ II II ~ ~ ° ;n N L0.25" ~ I 12° 12" 72" ~ t t t t t t ROOF PRIMARY FASTENER SPACING AT PANEL END LAPS, RIDGE CAP, EAVE STRUT, & SHEETING ANGLE. NOTE: SELF DRILLING SCREW PATTERNS NON-INSULATED BUILDINGS: USE PATTERNS QA & QB . INSULATED BUILDINGS: USE PATTERN QA ONLY. (WHEN INSULATING BETWEEN THE SHEETING AND RED IRON.) 4" OR MORE OF INSULATION REQUIRES SCREWS LONGER THAN 11/a". PLEASE ADVISE MANUFACTURER IF LONGER SCREWS WERE NOT PURCHASED. t t t t t t @ FASTENER SPACING AT INTERMEDIATE PURLINS. ROOF SHEETING (SKYLIGHT) END LAP ROOF SHEETING (SKYLIGHT) SIDE LAPS WALL SHEETING S.T.S. MIN. LAP S.D.S. TAPE ! a MASTIC ROOF SHEETING I ROOF SHEETING J'v (SKYLIGHT) (SKYLIGHT) Z N ~ ROOF SHEET (SKYLIGHT) S.T.S. -ROOF SHEET Z 4 USE TAPE MASTIC AT ALL S.D.S. (SKYLIGHT) PURLIN ROOF SEAMS AS SHOWN - REMOVE PAPER BACKING. ,LL-LIGHT) END LAP WALL SHEET (WALL-LIGHT) i c~ IRr ~ _ i - 36242 90..~'„f r a S~OINIIIIVI N~\\\\\\\ CABLE SIZES RCB- ROOF CABLE BRACING ❑ NONE ■ 5/16" 4 0 3/8" 4 ❑ 1/2" 0 " SCB- SIDEWALL CABLE BRACING ❑ NONE ■ 5/16 0 0 3/8" 0 4 0 1/2 ° ECB- ENDWALL CABLE BRACING ❑ NONE ■ 5/16 0 0 3/8" 0 ❑ 1/2 0 NOMENCLATURE n BA-10 - BASE SHEETING ANGLE; 2" x 4" x 16 GA.. GALV. PBA-10 - PURLIN BRIDGING ANGLE; 7"xl"x16GA..GALV. SA-70 - SHEETING ANGIE: 2-7/16' x 5-71/16" z 16 GA.. GALV. FB-__ - FIANGE BRACE: 1-7/2" z 1-1/2' x 1/8" ANGLE FB-__X - FLANGE BRACE; 2-1/2" x 2-1/2" x 3/16' ANGLE WEDGCOR, INC. Buyer : SNO CREST CONST. Drawn By:WDA Cust. : RUSS SHEARD 7-11-03 Descr.: 40X50X16 2.00: 12 Check By: BLM Site : WHEAT RIDGE, CO 8-6-03 Scale : NONE Enq Ck:MB 8/8 P.O. W27975 SHEET NO. G7 OF 7 PROPER POWER-SAW CUTTING OF COLOR-COATED STEEL SHEETING As recommended in our general building manual, steel color coated sheeting may be cut with a power saw... ...IF it is done away from other panels unused or already installed. ...IF the interior (bottom) surface of the panel is place UP and is covered with a tar- paulin (this protects the exterior (top) surtace from hot fillings and minimizes the chance of damage.) ...If these fillings are wiped off both surfaces before installation. If these cutting precautions are not taken, rust spots are likely to develop. Following are the results of an examination conducted by National Steel Corporation Research Center which proves that rust spots on the painted surface of color-coated panels were caused by hot metal particles generated by an abrasive saw striking this sur- face...adhering to it...and subsequently rusting. Figure 1. Sample of color-coated panel showing rust spots on surtace. NOTE: The above information also applies to fillings generated when drilling holes for fastening by drill screws. The exact same precautions that apply to power saw cutting should be taken to prevent rust spots when drilling. Figure 2. 15X magnification photomicrograph of a cluster of rust spots showing particles adhering to painted surface and rust stains surrounding them. 4111111 ' 111 koi 1 • [1] I O FOR CONSTRUCTMN NOTE: THESE PLANS ARE THE FINAL COMPLETED DRAWINGS AND ARE TO BE USED FOR THE ERECTION OF THIS BUILDING. NOTICE TO BUYER ROCKFORD MFG. ONLY SUPPLIES BUILDING MATERIALS MANUFACTURED BY ROCKFORD MFG, YOUR DEALER IS INDEPENDENT AND NOT A CONTRACTOR OR AGENT OF ROCKFORD MFG. INSULATION, ERECTION, OVEP.HEAD DOORS, ETC., ARE NOT THE RESPONSIBILITY OF ROCKFORD MFG. 1) Manufacturer's standard specifications apply unless stipulated in the contract documents, verification of your purchase order and shown within the approval drawings submitted to you from the manufacturer. 2) Manufacturer's design, fabrication quality criteria, standard practices, standard materials including primer coatings, and panel finish shall govern the specifications with any other interpretations to the contrary not withstanding. It is understood by all parties that the Buyer/End Use Customer is responsible for clarification of inclusions or exclusions from specifications and/or architectural plans. 3) In case of discrepancies between manufacturer's plans and other trades including but not limited to foundation and azchitechtural plans; manufacturers' plans will govem. (Section 3. AISC Codes of Standard Practices March 2000.) 4) Approval of manufacturers' drawings and calwlations constitutes acceptance of manufacturer's interpretations, assumptions of design loads and conuact documents. (Secuon 4. AISC Code of standazd Practices March 2000.) 5) The Buyer/End Use Customer is responsible for overall project coordination. This includes all interface, compatibility and design consideraUons covering any materials not supplied or manufactured by WedgCor, Inc. This is the ultimate responsibility of the Buyer / End Use Customer. 6) These drawings aze subject to the terms of the manufacturer's Engineer's Letter of Certification. Adequacy of the design loads for the uea is the responsibility of the Buyer/End Use Customer. Drawings are sealed only to certify that the structural components to be fumished meet the design loads requested and listed in the Engineer Letter of Certification. 7) It is recommended that a qualified Registered Professional Engineer design the foundation. The manufacturer is not responsible for concrete design. See section A10- Anchor Bolts and Foundations MBMA 1996 Low Rise Building Systems Manual. 8) Notice to the erectors: Normal erection procedures include corrections, which involve time to detemune cause, downtime, use of rental or owned equipment, travel and communication with the manufacturer's service department. Normal erection procedures also include moderate amounts of reaming, field welding (if required by design), cutting, shimming, touch-up painting. These items are not subject to claim for back chazges. 9) Any change or wrrection not reported prior to the work being performed will not be eligible for reimbursement. At no time shall an erector alter the structural design without prior approval from the manufacturer's design engineer and service department. Acceptance ~ of cortection procedures will not imply acceptance of a back chazge ~ unless such changes aze accepted in writing; including pay rates, proposed man-hours. Downtime, equipment costs, supervision, overhead, profit and consequential costs expense aze not subject to claim. 10) The terms of the claim shall be in accordance with Section IV Common Industry Practices. Section 6. Erection and other fieldwork. Specifically, Section 6.10. "Correction of errors and repairs" of the Metal Building Manufactures Association (NIBMA) 1996 L,ow Rise Building Systems Manual. For a claim form contact the customer services department of the manufacturer @(701) 252-7380. 11) Claims must include written documentation, photographic documentation that shows detail, (part numbers, work performed) and any other pertinent information of completed work. 12) Warning: In no case should galvalume zinc steel panels be used in conjunction with lead or copper. Both have hazmful conosive effects on the galvalume zinc paneis. Even run off from copper should be avoided. 13) Safety: It is strongly recommended that a safe working job site is a priority to the workforce. Warnings: Heights can be dangerous and all safety equipment that is applicable should be used. The manufacturer is not responsible for the work site safety or erection and has not investigated or recommended the erectors for its products. As such, the manufacturer is held harinless for erection quality, accidents, safety and possible OSHA violations. 14) A325 Bolt tightening requirement. It is the responsibility of the erector to insure proper bolt tighmess. See Bolt Tightening method in Erection Manual and general notes of the drawing. 15) Protection of primer. The manufacturer's standard primer applied to the structural components is not intended for exterior use or extended exposure to the elements. To protect the primer (sriuctural components "Red Iron") should be covered so they are not exposed to water prior to erection. Water can cause the components to rust. It is recommended that the primed structural components be protected especially if they aze not going to be erected immediately. There is no wananty on primer paint against flaking, peeling, fading or shipping abrasions. Touch-up paint will be provided for primer. 16) Insurance: Buyer/End Use Customer agrees to maintain adequate coverage to insure against risk of loss from the time risk of loss passes, during unloading, delivery, and storage, tYrough construction and after construction. Buyer/End Use Customer understands that buildings aze wlnerable to wind, water damage, and vandalism, before and during construction, and BuyerBnd Use Customer agrees to indemnify and hold Manufacturer hazmless for any such damage or costs arising from same. 17) All claims for shortages or goods damaged during shipping must be noted on the Bill of Lading to qualify for repair, replacement or reimbursement. 18) Inventory must be performed at time of delivery. If inventory is refused then it shall waive buyers right for future claims. 19) Dunnage shall remain the property of the trucking company. 20) Storage of materials. All materials, especially non-painted galvalume or galvanized panels must be protected. If this material is allowed to get wet or moisture is permitted to form (condensation) between the materials serious deterioration of the finish will occur. For your protection, if these materials get wet, separate and dry all materials immediately. Metai shavings left on the panel finish will also cause panel finish deterioration. 21)The manufacturer's limited warranty does not provide for weather tightness. It is the ultimate responsibility of the erector to install the building materials in a manner that provides weather tightness. If the contractor / owner / erector feels a condition exists that does not allow for weather tightness then additional materials or sealant can be requested. The proper amount of downspouts is the owners responsibility. All closures shall be installed. Especially at low pitch roof valleys, eave overhangs, valley gutters; sealant should be installed top and bottom of the closure. In some cases, metal closures should be considered at optional pricing. To help prevent water backup under the ends of roof panels, gutters, valleys and valiey gutter should be kept cleaz of ice and snow, by installation of heated devices andlor snow jacks that prevent sliding snow, which are not included in the purchase to the manufacturer. Important notice to bidder for installation of building components Please be advised when providing a quotation for erection of the material, all accessories to be supplied may not be shown on the permit, approval or erection drawings. Please contact the dealer/end customer for a complete accessory/option list and/or obtain and compaze the manufachuer's verification of the purchase order with the drawings. This includes framed openings and walk-in doors, which in many cases are field located by the erector. BUYER / END USE CUSTOMER RESPONSIBILITIES 12/O1/01 Rockford Manufacturing, Ltd. 504 Thunderbolt VJaiterboro, SC 29488 843-538-4600 o ~ I X-BRACING ~ ~ C1 S1 • S1 C1 I Q~ ~ AB3 AB3~ AB3 AB3 ~ z Q M ~ I m I I ~ AB3 ~ AB3 E1 H 0 ~ I I ~ i z ro I Q o ~ o m ~ AB3 X ~ I I A83 - ~ E1 H I I i ~ I I ~ AB3 AB3 AB3 ~ C1 S1 " - A C1 c{, O H I I~ I X-BRACING I I I ~ I ~ 0 ANCHOR BOLT SETTING PLAN WEDGCOR, INC. IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: ICBO # FA-293 CITY OF LOS ANGELES TYPE 1 FABRICATOR / LWS / HSS /#1015 SBCCI EVALUATION #94147A CITY OF SEAT7LE CANADIAN WELDING BUREAU DIVISION 1 NOTE: ALL BASE PLATES AT 100'-0° (U.N.) AB_ DENOTES ANCHOR BOLT SIZE, O DENOTES ANCHOR BOLT DETAIL GENERAL No,Es GENERAL FRAMED OP ENING DETAILS t THIS BUILDING IS DESIGNED FOR THE FOLLOWING LOADS IN ING CODE WALKDOOR ANCHOR BOLT DETAIL WINDOW ANCHOR BOLT DETAIL - ACCORDANCE WITH THE IBC-2000 BUILA ROOF LL = 20.00 psf WHEN FIELD LOCATING WALKDOOR DO 1 1) FIELD LOCATED BY OWNER. ROOF SL = 30.00 psf SNOW IMP. = 1.00 WIND SPEED = 90 mph EXPOSURE C WiND IMP. = 1.00 50 IN ONE FOOT INCREMENTS STARTING 2) USE (4) 1/2° 0 X 33/4" EXPANDED ANCHORS z COLLATERAL LOAD = 0.0 psf SEISMIQ Ss= 0.27 si= 0.06 Fa= 1.60 Fr 2.40 AT STEEL LINE. OR EQUAL PER OPENING, MINIMUM Of 0 ~ SITE CLA55 = D REDUNDANCY FACTOR = 1.50 ETC. 3'-81/2" 2'-8'/2" EXAMPLE: 1'-81/2" EMBEDMENT 2~/4" ~ w = 1 00 ISMIC DESIGN CATAGORY = A SEISMIC IMP S , , , . ~ d . . E cRnNe = N/n ~e N/n ~ 3 2) USE (4) /z" 0 x 3/a" EXPANDED ANCHORS p MezznNiNE Lono: MINIMUM OR EQUAL PER OPENING LL = N/A psf , " DL = N/A psf . EMBEDMENT 2 4 THE ANCHOR BOLT SIZES, GAGES, AND SPACING SHOWN ON THE ANCHOR SET'RNG PLAN ARE FOR CAST IN PLACE J-BOLT OR RAMED OPENING 3'-4~~ 4'-4 6'-4~~ SND ANCHORS UNLESS SPECIALLY NOTED ON THE DRAWING. WIDTH BOLTS CANNOT BE REPLACED 8Y E%PANSION OR EPOXY ANCHORS. 2. ANCHOR BOL75 AND ANY O1HER ITEMS EMBEDDED IN CONCRETE. DOOR SIZE 3068 aR 3070 4070 6070 = \ INCLUDING ALL MASONRY FASiENEftS ANO ANCHORS, ARE NOT X 1'/ S 4'-11/2" 6-11/2 3/4" O(TYP) BY MANUFACNRER . 2 - ~ } 3. FOUNDAIION DE4GN OR ANY OTHER CONCRETE DESIGN WORK Y '-7 3 4~-7 6~-7~~ ~ J ANCHOR BOLTS IS N0T BY MANUFACNRER (CONSULT A LOCAI ENGINEER FOR a THE DESIGN OF FOUNDATION AND CONCREIE WORK). - ~ N I p 2 4. BASE PLATES ARE DESIGNED ASSUMING CONCREiE HAS A MINIMUM STRENGTH OF 2500 psi AT 28 DAYS. 5. BASE PLATES SIZES ARE 3° x 8" UNLESS NOTED. 6. Ai:L REACIIONS ARE GIVEN IN KIPS (1000 LBS). = W " - 4 2 ' MATERIAL SPECIFICATIONS 51/2" ~ J ~ 1. SHEETS: ~ BARE GALVALUME: ASTM A792, GRADE 80, AZ 55 C I L0 . ~ 3I I 23/4 I a WIDTH + 3 50 /55 PAINiED: ASiM A792 GRA E g~ AZ 2 4 X ALUMINUM - ZINC ALLOY COATED. o DETAIL BO BASE: 3" x 9" DETAIL ~C TRIM MATERIAL ONLY: ASTM A792, GRADE 50, AZ 50/55 SEE NOTE #j Y - ALUMINUM - ZINC ALLOY COATED. Z.P°RLI"S.GIRn^"°E^VE STRUTS: RADE 55. r SHEETING NOTCH ANCHOR BOLT SCHEDULE ~ E FRAMED OPENING ANCHOR BOLT DETAIL CTIONS: UP S 3. suI ASTM A529/A572/A570/A607, GRADE 50. 4. HOT-ROLLED SECTIONS: GRADE 50 A572 ASTM A36 GRADE36 OR A529 'I) SEE ANCHOR BOLT SETTING PLAN FOR LOCATION. OMIT AT DOOR OPENING(S) AND AS SHOWN ETTING PLAN MARK QTY. DIA. LEN. A B C PRCJ. . , , , STRUCiURAL (ftOUND) NBE 5 ~ 2) USE /2° 0 ANCHOR BOLTS. . ON ANCHOR BO~T S . : ASTM A5008 (FY = 42 KSI.) AB3 32 34 1'-5~~i' 1'-3" 2~ 2~ 2" 6. STRUCNRAL (SOUARE AND RECTANGULAR) NBE: ASTM ASOOB (FY = 46 KSI.) 7. BOLTS: ASTM A325, HIGH 51RENGTH BOLTS WITH HEAW HEX BOLT HEADS. CONCRETE LINE ASTM A307, MACHINE BOLTS WIiH REGULAR HE% BOLT HEADS. ANCHOR BOLTS: ASTM A307 (NOT SIIPPLIED BY THE MANUFACNRER.) 8. FASTENERS: ALL SELF-DRILLING AND SELF-TAPPING SHEET METAL SCREN5 WILL " " 1 '/2' STEEL LINE OR A CONFORM TO ANSI STANDARD 818.6.4 WILL HAVE TYPE TYPE "AB" iHREADS. SCREWS REQUIRED FOR WEA'fHER TIGHTNE55 NRLL BE EQUIPPED WITH N ~ A-307 ANCHOR BOLT METAL AND EPDM BONDED WASHERS. s. eRnctNC: CABLE: EHS (E%TRA HIGH STRENGTH) 7-N'IRE GALVANIZED ~ PROJECTION MIN. B ~ STEEL STRAND CONFORMING TO ASiM A475. ~ o o ROD: ASTM A36, GRADE 36. ANGLES: ASTM A36, GRADE 36 AND ASTM A607, GRADE 55. M . ° a 0 10. HIGH STRENGiH BOLTS: ASTM A325 (USED WHERE SPECIFIED ON DRAWINGS). ASTM A325 BOLTS USED ON RIGID FRAME MOMENT CONNECTfONS ARE WALL LINE o NUT , DESIGNED AS BEARING TYPE CONNECTIONS, AND THREADS ARE = e INCLUDED IN THE SHEAR PLANE. ~/2' DOOR Q p 7URN OF THE NUT METHOD IS TO BE USEU IN TIGHTENING THE HIGH ~ , - STRENGTH MOMENT CONNECIION BOLTS. SPECIAL INSPECTION OF OPENING ANCHOR BOLT THE TIGHiENING OF THESE BOLTS IS REQUIRED AS SPECIFIED ' B M ) N ON BUILDING CODES. . . ( . DETAIL D FOUNDATION (N.B.M.) ACCESSORY SCHEDULE QTY. DESCRIPTION LOCATION J 1 3070 WALKDOOR COMPLETE FIELD VERIFY LENGTH AND ~ WIDTH DIMENSIONS 362 a INC. WEDGCOR NOTE: SOME DETAILS THAT ARE 7) CHECK YOUR ANCHOR BOLT SETfiNG ~ O , SHOWN MAY NOT APPLY TO pLANS TO MAKE CERTAIN THAT ALL THE YOUR BUILDING. REFER TO YOUR DIMENSIONS SHOYM AGREE WITH THE % 9 .,,11\ Buyer :SNO CREST CONSTRUCTION Dwn By: ~1.1D HE OPTIONS ~ ~ 03 H ARD NC U ED DIMENSION THAT ARE I NOTE, ~ H HE S 6 00:12 Chk B Descc:40X50X y' SM - T T RIFICATION REFER E S7EEL LINES. Site :WHEAT RIDGE, CO 1-14-03 Scale :NONE Eng Ck:fl~_ P.O. : W27975 SHEET N0. A2 OF 4 3/4° 0 (TYP) J J Q 0 z w 19) ANCHOR BOLTS 3/4' 0 (TYP) y _y.. ANCHOR BOLTS ~ - \ I I I J I o ~ t 1 '/2, I . ~ O 4 f~ S'/Z,. SIDEWALL BASE: 5" x 10" BASE: 6" x 8" E~ BASE: 6" x 8" S~ ~K SEE ANCHOR BOLT SETTING PLAN FOR ANCHOR BOLT DIAMETER `;;t WEDGCOR, INC. 2 031 a ZZ Buyer :SNO CREST CONSTRUCTION Dwn By: ~ A D , Descr. 00:12 :40X50X162 k Ch By: Site :WHEAT RIDGE, CO -1-14 -03 Scale : NONE Eng Ck:_ P.O. : W27975 SHEET N0. A3 OF SIDEWALL F R A M E R E A C T I❑ N S LEFT EH= 16,000 (FT) LEFT RS: 2.000 /12 RIGHT EH= 16,000 (FT) RIGHT RS: 2.000 /12 DISTANCE T❑ PEAK FROM LEFT SIDE: 20.000 CFTJ L-------------- P-------------- R I I I 40. 0 I I I HL I I HR -->B B<-- I I i I VL VR FRAME LINES CW27975 #1 2 3 BUILDING LOADS COLUMN REACTIONS (KIPS) HL I- VL i HR I VR I DL I - 0, 32 I 1. 25 I 0, 32 I 1. 25 I I LL I 2, 07 I 6, 67 I 2, 07 I 6. 67 I 1 SL I 3. 11 I 10. 00 I 3. 11 I 10. 00 I I WLL I -2.84 I -4. 86 I 0,87 I -2. 86 I I WLR I 0,87 I -2 S6 I -2. 84 I -4. 88 I I UBL I 2, 33 I 11. 44 I 2. 33 I 3. 56 I 1 WLL1 I -3.01 I -3.06 I 0.70 I -1.03 I I WLR1 1 0, 70 I -1. 03 I -3. 01 1 -3. 06 I I SEII. I -0. 16 I -0. 11 I 0. 16 I 0. 11 I I SEIR I 0, 16 I 0, 11 I -0, 16 I -0. il I I COMB # 1 I 3.43 I 11. 25 I 3. 43 I 11.25 I I COMB # 2 I 2. 65 I 12. 69 I 2, 65 I 4. 81 I I COMB # 3 I -2. 65 I -4, 13 I 1, 06 I -2. 10 I I COMB # 5 I -2. 82 I -2, 31 I 0. 89 I -0. 28 I i COMB # 7 I 0.08 I 0. 67 I 0. 30 I 0.83 I I COMB # 9 I 0, 30 I 0. 83 I 0. OB 1 0. 67 I NOTE1 Lond corobinations listed nre not c omplete for foundation design. It mny control by doing additional combinatlons o ther than listed. LOAD COMBINATIONS, COMB # 1--> 1.00 X(DL+ SU COMB # 2--> 1.00 X(DL+ UBU COMB # 3--> 1.00 X( D. 6➢L+ WLU COMB # 5--> 1.00 X(0. 6DL+ WLLll COMB # 7--> 1.00 X(0, 6D1+ 0. 7SEIL) COMB # 9--> 1.00 X(0. 6DL+ 0, 7SEIR) UBL-) 1.50X SNOW LOAD ON LEFT SLOPE RODF+ O,OOX SNOW LOAD ON RIGHT SLOPE RDOF REACTIONS FOR ENDWALL COLUMNS LEFT ENDWALL REACTIONww (KIPS) COLUMN DL+LL DL+WL LOCATION H V H V R-CC 0. 00 1. 75 0. 81 -0.96 COL-1 0. 00 3. 82 i. 58 -2. 10 COL-2 0. 00 3. 82 1. 56 -2. 10 L-CC 0.00 1.75 0.81 -0. 96 RIGHT ENDNi COLUMN LOCATIDN H R-CC 0.00 COL-1 0.00 COL-2 0.00 L-CC 0.00 1LL REACT DL+LL V 1. 75 3. 82 3. 82 1. 75 ❑Nwx (KIPS) DL+WL H V 0. 81 -0. 96 1, 58 -2. 10 1, 58 -2. IC 0. 61 -0. 9E wwH IS +VE IN THE OUTWARD DIRECTION. V IS +VE IN THE UPWARD DIRECTION. NOTEi COLUMN NUMBER STARTS FROM RIGHT, LOOKING fROM OUTSIDE ❑E THE WALL wNDTEi 'LL' USED IN LOAD COMBINATTONS REFERS T❑ CONTROLLING LDAD, EITHER ROOF SNOW LOAD DR ROOF LIVE LOAD REACTIONS FOR WIND LOAD (HORZ.+UP) IN PLANE ❑F SIDEWALL (reactions at the lst X bracing bay of each slde wal U FORCES (KIPS) WALL HOR VER BAY NO. BACK 1.8 4.7 2 FRONT 1.8 4.7 2 REACTIONS FOR WIND LOAD IN PLANE OF ENDWALL DIAGONAL BRACING SHEAR LOAD FORCES (KIPS) COL. ON EACH ❑N BASE ANGLE WALL HOR VER SIDE ❑F BAY* (LB/FT) BASE PLATE SUMMARY: LEFT 1, 4 1.6 3 QI 0. 00 L. COL: 5.00 X 10.00 X 1/2' ( 4) 3/4' DIA. A. B. s RIGHT 1.3 2. 4 2 0. 00 R, COL: 5.00 X 10.00 X 1/2' ( 4) 3/4' DIA. A. B. s - ~ NOTE: BAYS NUMBERED FROM RIGHT T❑ LEFT NOTES, 1. The posltive directions for the fraroe coluMn reactions nre : Horizontal -inwnrd direction to the building. Verticnl - upward dlrection. 2. Forces on foundatlon will act in the opposite directlon to the dlrectlon of the coluron reactions. MEMBER TABLE FRAME LINE A PART MEMBER ES- SCSC16 CC- SC8C16 G- 6.5Z16 SCB- 5/16" Dia . . . . in ro.- m u~ ~ ~ I T T w . • . I i I¢ I¢ I ES-, O W ES_2 o W E5-1 ~ - FC -112 G-1 C-2 G-3 FC-112 . = o FC-112 FC-172 _ - - ~I = FC -112 G G FC-112 ERECTION RE UIREMENTS io @ a FC - -112 - FC-112 FOR FRAMING DETAILS SEE G3 w N - FOR CABLE BRACING SIZES `O TAILS SEE G2 2'-0" GIRT LAP. W FC-172 ~ 0 i 4, 16._4.~ 16._8,. 16._4~~ 4.~ 1 2 3 4 50'-0" OUT TO OUT OF STEEL CC- C- C- CC- ELEVATION AT COL. LINE A LEGEND \\1 1111111I~1 - ~ I A LIP S \ \ RB- AFTER RC- MAIN FRAME R R DGE CAP N.S. NEAR SIDE o ~ •'W . i Q PFC- PORTAL COLUMN RS- ROOF SHEET N.B.M. NOT BY BUILDING PFR- PORTAL RAFTER SW- SIDEWALL SHEET MANUFACTURER s24 • i 3 WEDG COR INC. CC- CORNER COLUMN EW- T ENDWALL SHEET F AM NG C RE O.C. ON CENTER STEEL LINE ~ a ~ , EC- ENDWALL COLUMN F C - R I LOSU ~ • ~ ~ ' l guYer : SNO CREST C ONSTRUCTION Dwn By' WD - ER- ENDWALL RAFTER T- TRIM A.S. AS SHOWN i ~ • ~ i 3 L TRIM O.H. E HAND 0 H A DH- DOOR HEADER AL- ANGLE Y ~ CAL Descr.:40X50X 6 2.00:12 Ch k B y' - G- GIRT A- SPECIAL ANGLE U.N. UNLESS NOTED Site :WHEAT RIDGE, CO P- PURLIN FB- FLANGE BRACE SCB- SIDEWALL CABLE Scale :NONE Eng Ck:_ ES- EAVE STRUT C~ CENTER LINE ECB- ENDWALL CABLE P.O. :W27975 SHEET NO. HI OF ~ FC- FRAMING CLIP N.A. NOT APPLICABLE RCB- ROOF CABLE G-t G-2 G- 3 G-1 G-2 G- 3 -t - Z G- 3 G-1 Z G- 3 ~-t SG~~ G -2 Sce G- 3 G-1 G -Z \ G -3 BA-10(TYP) FC-112 AND DE FC-112 ERECTION REQUIREMENTS FOR FRAMING DETAILS SEE G3 FOR CABLE BRACING SIZES AND DETAILS SEE G2 2'-0° GIRT LAP. C- C- ELEVATION AT COL. LINE D FC-58 FC-765 FC-57 0 I N ~ a N ~ ~ ~ w x > a w FOR ENDWALL DETAILS AND BOLT REQUIREMENTS SEE G1 FOR CABLE BRACING SIZES AND DETAILS SEE G2 FC-4 AT END OF EACH GIRT TO OPEN SIDE OF COLUMNS. (2)FC-50 AT EACH CORNER COLUMN BASE. FC-7 AT END OF EACH GIRT TO WEB SIDE OF ENDWALL COLUMNS. FC-60, FC-61, AND FC-64 AT RAFTER PEAK SPLICE. FOR OVERHEAD FRAMED OPENING DETAILS SEE G4 FIELD SLOT GIRTS AS REQ'D FOR CABLE BRACING. FC-142 AT END OF EACH GIRT TO ENDWALL RAFTER. ELEVATION AT FRAME LINE 1 MEMBER TABLE FRAME LINE 4 PART MEMBER CC- SC8C16 =EC- 688C16 ER- SCSC14 G- 6.SZ16 ECB- 5/76" Dia . - ' FC 58 FC -58 FC-58 FC-57 FC -57 FC-58 FC-165 FC-165 = ~ i FC-57 ER- FC-57 n ~ i N N - 0 - ~ ' o w i N N o W ERECTION RE UIREMENTS @ 0 FOR ENDWALL DETAILS AND ~ N G-4 G-6 G-4 a BOLT REQUIREMENTS SEE G1 w N w FOR CABLE BRACING SIZES ~ FC-4 AT EACH END OF GIRTS (2)FC-50 AT EACH CORNER E COLUMN BASE. ~ Q FC-142 AT END OF EACH GIRT o ~ TO ENDWALL RAFTER. i i FC-60, FC-61, AND FC-64 AT RAFTER PEAK SPLICE. 14'- 3" 10'-0" 14'-3" FIELD SLOT GIRTS AS REQ'D FOR CABLE BRACING. A B C D 40'-0" OUT TO OUT OF STEEL CC-2 +EC-3 *EC-3 CC-2 ELEVATION AT FR AME LINE 4 RE . pF, Q WEDGCOR, INC. 20.2 3 4'• Buyer : SNO CREST CONSTRUCTION Dwn ° ~ + ~ 9 ~ By: ~.~1D . + 1-II- A 03 1 ~ 2.00:12 Chk Descr.: 40X50X16 B y' - ~~IIdr~6r.bnN+~~'@a~~ Site : WHEAT RIDGE, CO Scale : NONE Eng Ck:_ P.O. : W27975 SHEET N0. E4 OF "1 FC-165 FC -165 ER- G-5 Z~_0.. G-6 G- 4 G-4 2,_p„ G-4 G-6 G-4 ~ G-4 G-6 G-4 G-4 c-s c-a r ~ G-4 G-6 G-4 r ~ , G-4 G-6 G -4 r , G-4 G-6 G-4 r BA- 10 TYP) , `O AND DETAILS SEE G2 TO COLUMNS. ES-1 ES-2 ES-1 j ce~ i Q-~'0 I P- (TYP) P- (TYP) P- (TYP) Q1 (D w ER- RB- RB- ER- w ~ U) J 3 a Rce1 RGg/ a ~ ~ ~ F O O X . C 0 I , ~ I ~ :D Q V) < ~ O ~ 0 I 0 ER- RB- ~ c e` - RB ER- ~G 0 ~ P- (TYP) P- (TYP) 'PBA-10 P- (TYP) I ~(TYP) i I I I I n Ll- ES-1 ES-2 ES-1 _ a" ROOF FRAMING PLAN ERECTION REQUIREMENTSI FOR FRAMING DETAILS SEE G3 ~ (1) ROW PBA-10 AT MIDPOINTS - IN BAYS 1 2 3 AS SHOWN. 4'-0" PURLIN LAP. i PBA-10 TO BE INSTALLED BEFORE ROOF SHEETING SEE G7 FOR CABLE BRACING SIZES AND DETAILS SEE G2 Q INDICATES LOCATION OF FC-207 ANTI-ROLL CLIPS. FC-27 UNDER EACH PURLIN AT ENDWALLS. ETS-10 (TYP) J ~ W ~ l.J ~ ~ ~ ~ ~ } I a I ~ I ERECTION REQUIREMENTS ~ BEGIN SHEETING STARTING ~ CENTERLINE OF HI-RIB I AT STEEL LINE. I i i ~ - L- ~ I i FOR TRIM DETAILS SEE GS 00 No POR SCREW PATTERNS SEE G7 aa - r- aa (17) RC-1 RIDGE CAPS AT PEAK. I 1'-0" BACKLAP AT LEFT END. I I I I a I d 0 o ~ v~ W o I I I I I i ~ ~i V U W W ETS-10 (TYP) . ROOF SHEETING PLAN - 0~ 0~90 WEDGCOR, INC. S~ 3624 Buyer :SNO CREST CONSTRUCTION Dwn By: U1D % k5 Cust. :RUSS SHEARD 7-11-03 00:12 Chk By:_ NAD{ecr.:WHEAT X RIDGE ~ Scale : NONE Eng Ck:_ P.O. : W27975 SHEET N0. E6 OF "1 12.00 12.00 ~ 2.00 10~6~• 20'-35/s, 2.00 10~As, 4 SPO 4'-705/6., 2~_3 . 4 SP@ 4'-1051.16" Fg_ F8- FB_ 0 I I N m L~ ~ a ~ ~ 6y2. CROSS SECTION AT FRAME LINES 2,3 VERTICAL CLEARANCE AT LEFT HAUNCH = 14'-6 7/16" VERTICAL CLEARANCE AT RIGHT HAUNCH = 14'-6 7/16" VERTICAL CLEARANCE AT PEAK = 17'-3 13/16" HORIZONTAL CLEARANCE AT HAUNCH TO HAUNCH = 36'-2 1/2" 0 I I m N L~ ~ a N ~ syz, FRAME GEOMETRY: LEFT EH= 16.000 (FT) LEFT RS: 2.000 /12 RIGHT EH= 16.000 (FT) RIGHT RS: 2.000 /12 DISTANCE T❑ PEAK FROM LEFT SIDE: 20.000 (FT) L P-------- R I I I 1 40. 0 I I I B I B FRAME_LINES_(W27975-#12_ 3 SECTIDN LENGTH -DEPTHS (IN) - OUTER FLANGE WEB INNER FLANGE NAME (FT) START END (IN) <IW (IN) LEFT SIDE CORNER WEB THICKNESS= 0.1790 EXT. COLUMN---> (FY= 50. KSU - BL1A 10. 00 9. 50 13. 28 5.0000 X 0.2500 0. 1120 5. 0000 X 0. 2500 BL1B 4.53 13.28 15.00 5.0000 X 0.2500 0.1120 5.0000 X 0. 2500 C<C«C KNEE CONNECTION AT THE END OF THIS SECTION RAFTER BEAM---> (FY= 50. KSI) LP1A 5. 00 14.00 14,00 5.0000 X 0,2500 0, 1790 5, 0000 X 0, 2500 LP2A 5.00 14.00 14.00 5,0000 X 0,2500 0, 1120 5, 0000 X 0, 2500 ~ LP2B 8, 62 14,00 14,00 5,0000 X 0.2500 0,1120 5.0000 X 0. 2500 ««(C PEAK CONNECTION AT THE END ❑F THIS SECTION - n RIGHT SIDE CORNER WEB THICKNESS= 0.1790 EXT. COWMN---> (FY= 50. KSU BR 1 A 10. 00 9. 50 13. 28 5. 0000 X 0. 2500 0. 1120 5. 0000 X 0. 2500 BR1B 4, 53 13.28 15.00 5. 0000 X 0. 2500 0. 1120 5. 0000 X 0, 2500 «<C<( KNEE CONNECTION AT THE END ❑F THIS SEC TION RAFTER BEAM- (FY= 50. KSI) RPSA 5. 00 14.00 14,00 5. 0000 X 0. 2500 0. 1790 5. 0000 X 0, 2500 RP2A 5. 00 14.00 14.00 5, 0000 X 0. 2500 0. 1120 5. 0000 X 0. 2500 RP2B 8. 62 14.00 14,00 5. 0000 X 0. 2500 0. 1120 5. 0000 X 0. 2500 PEAK CONNECTION AT THE END ❑F THIS SEC TION PLATE SIZE TABLE SPLICE BOLT TA BLE 362a2 WEDGCOR, INC. CONN. LEFT SIDE RIGHT SIDE SPLICE QTY SIZE TYPE ~ 9p°•~,`~5~~!~4r~` ~ ,c • Buyer :SNO CREST CONSTRUCTION Dwn By: U1I A 5 x 1/2 x 0'-10" N/A A 4 3/4 x 1'-51/z" A307 B&N Cust. :RUSS SHEARD B 5 x 1/2 x 1'-8ti6" 5 x 1/2 x 1'-8/16" B 14 3/4 x 2 A325 B&N Descr.:40X50X16 2.00:12 Chk By:_ C 5 x 1/2 x 1'-016" 5 x 1/2 x 1'-8/16" C 10 3/4 x 2 A325 B&N Site :WHEAT RIDGE, CO D 5 x 1/2 x 1'-8/6' 5 x 1/2 x 1'-8/16 " D 14 3/4 x 2 A325 B&N Scale :NONE Eng Ck:_ E 5 x 1/2 x 0'-10" N/A E 4 3/4 x 1'-5V2" A307 B&N P.O. : W27975 SHEET N0. E-7 OF -1 PURLIN CLIP FC-60 CLIP FC-64 N.S.) ONLY ( 4 4 ~ EAVE STRUT PURLIN Gl G1 ENDWALL RAFTER PURLIN _ " , , - PURLIN N~ ENDWALL RAFTER ENDWALL ~(12) 0 x r ~ RAFTER A325 BOLTS ~ 1 I ~ 1 1 ~ ENDWALL RAFTER - N CLIP FC-65 - CLIP FC-765 (F.S.) r CLIP FC-165 (F.S.) - CLIP FC-61 _-_=~------r CLIP FC-165 (F.S.) E PEAK DETAIL W/0 CENTER COLUMN 3 I ~ - x 1Ya" S.D.S. 2 #1 _ - - ~ • ~ _ ~ • - " GA) _ - - I _ . - _ " 1/4" - = ° 11/4'. SHEETING ANGLE (SA-10 ) - 1i/4" \ _ (10) 1/2" 0 x 11/a„ u (10) 1/~• 11/4 I u n i/z" 0 x 11/a" ~1-(10) A325 BOLTS r~ „ ~ J~ A325 BOLTS A325 BOLTS I • ~ i i ~ CLIP FC-58 j i - CLIP FC-58 - -CLIP FC-57 L CLIP FC-58 i ~ - i , CLTP FC-57 -CLIP FC-57 i CORNER COLUMN i ENDWALL COLUMN PURLIN j ENDWALL COLUMN DOOR JAMB - ~ PURLIN STUB F 7 9., C-2 ENDWALL RAFTER AT LINE Q AT LINE Q4 CORNER COL. TO ENDWALL RAFTER 1 ENDWALL COL. TO ENDWALL RAFTER 2 PURLIN TO ENDWALL RAFTER 4 ENDWALL COL. TO ENDWALL RAFTER S 2" 3" ~ " CLIP FC-4 ENDWALI RAFTER GENERAL NOTES: Z ENDWALL GIRT 6/2 CLIP FC-175 ENDWALL COLUMN / DOOR JAMB - > > 1.) ALL BOLTS TO BE h" G x 1/4" A307 CLIP FC-4 CLIP FC-7 (U.N.) 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) , 3.) ALL DIMENSIONS ARE t. 4. 0 MATCH SHOP MARK. I • • li; • I - - - - - - - - - - 5.) SEE CROSS SECTION OF MAIN FRAME FOR _ ~ N N L PURLIN ORIENTATION. i I CORNER COLUMN ENDWALL FC-142 CLIP: yBe ! + j D I L IR GIRTS - 12 SHEETING C - P FC L AT LINE 1Q GIRT Z 6 5 ic• ~ GIRT TO CORNER COLUMN 6 GIRT TO ENDWALL COLUMN 7 GIRT TO ENDWALL COLUMN 8 3 6242 CLIP (2) FC-50 ENDWALL COLUMN g~ DWALL COLUMN CORNER COLUMN +'i S+ E~ ; 1/ ° ~ 1h" (2) 1/2' m x 11/z" ~t S, ~ 4 x 1 (2) 2 ~ A325 BOLTS ~ ~ A325 BOLTS J ~ /2) 3/a,. 4 A307 ANCHOR BOLTS CLIP (2) FC-50 i ffi INC. WEDGCOR ~(2) m A307 , ANCHOR BOLTS Buyer SNO CREST CONSTRUCTION Drawn By:WrA RUSS SHEARD 1-I1-03 C t us . : 12 Ch 40X50X16 2 00 k B D ~ ~/Zl Yz~ ENDWALL L 1 i ~/Z~ ENDWALL 61/i' Z ENDWALL GIRTS : ec y:_ escr.: . Site : WHEAT RIDGE, CO 9 AT LINE 4 0 AT LINE Q Scale : NONE Eng Ck: CORNER COLUMN BASE DETAIL 9 ENDWALL COLUMN BASE DETAIL 10 GIRT TO ENDWALL COLUMN 11 P.O. : W27975 SHEET NO.CsI oF-1 J R „ A„ E F . WELDED FRAME vR II II 5 3.1 S ~ CABLE 0 /s° ~a /2° ~p6~ G NUT EYE BOLT BACK-UP PLATE (AS LABELED ON FRAMING ELEV. EYE BOLT 5/g" ' SS0JER "A" DIM. 11" GRC RK FLAT WASHER ~ CABLE GRIP CABLE CABLE GRIP ~ AND PLANS) MP "B~~ DIM. 6" 7CABLE 86 " FC-1 " " . 1/ A ~ C DIM. 3 A 4 2 2 ~ F HILLSIDE WASHER CABLE ~ BRACE EYE WELDED FRAME RACE EYE) CABLE GRIP B BACK-UP PLATE - J II (AS LABELED ON II FLAT WASHER CBC-2z FRAMING ELEV. AND PLANS) LACE OF HILLSIDE WASHER B CABLE GRIP (IN PRACE EYE) BRACE EYE CABLE Y E E BOLT BRACING AT WELDED FRAME 1 BRACING AT WELDED FRAME 2 ~ CflLUMN CABLE G (SINGLE C OR CABLE GRIP BACK TO BACK CROSSOVER CROSSOVER GRBpE CABLE I EYE BOLT HILLSIDE WA COLUMN MARK MARK NUT SHER CABLE GRIP (SINGLE C OR FLAT WASHER CABLE BACK TO BACK q DIM SEE SNIPPING LISi FOR CABLE LENGTH B DIM ~ NUT BRACE EYE M4 y ~S 9SG LENGTH = FIELD MEASUREMENT q So p CABLE BACK-UP PLATE BACK-UP PLATE : AS LABEL D ( E ON FRAMING ELEV. (AS LABELED ON FRAMING ELEV. 4- DIRECTIONAL SYMBOL POINTS TO THE - CLIP:FC-278 EYEBOLT END OF THE CABLE ASSEMBLY, CABLE GRIP n•- (IN PLACE OF AND PLANS) AND PLANS) SEE FRAMING ELEVATIONS AND PLANS. BRACE EYE) IF NO SYMBOL IS SHOWN, THE ENDS OF THE CABLE ASSEMBLY ARE INTERCHANGEABLE. BRACING AT COLUMN 3 BRACING AT COLUMN 4 CABLE BRACING ASSEMBLY GENERAL NOTES: 1.) ALL BOLTS TO BE 1/2" 4 x 1-1/4" A307 (U.N.) DOOR JAMB 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) I I I I I I 3.) ALL DIMENSIONS ARE t. CABLE I I CABLE GRIP 3 /4" 0 II ANCHOR BOLTS (2 BOLTS) BRACING AT DOOR JAMB 5 6 7 0 ` P R 0 . WEDGCOR INC 362 2 9: , . Buyer : SNO CREST CONSTRUCTION Drawn By:wDA I II m3 a - - Cust. : RUSS SHEARD , A Descr.: 40X50X16 2.00:12 Check By:_ Site WHEAT RIDGE, CO Scale : NONE Eng Ck: 8 9 1 1 0 , P.O. : W27975 SHEET N0. Cs2 OF l #,Z x ,v<" S.D.S. (GA) 4'-0" OVERALL LAP MAIN FRAME COLUMN MAIN FRAME MAIN FRAME 2'-0" 2"-0" BOLTS RAFTER 1'-701/2° 1'-70'h" FLANGE BRACE ESA-1 ~ AS REQUIRED 7 (SEE FRAMING • • EAVE STRUT SECTION) L J - 1 '/2" 5" - - - - - - - - - - - - - - - - - - - - - Lo ~ ~ • S.W. GIRT ~ i- 1 _ - _ - - ~f .Io - - - _ . - - - _ - N ,a - - I ~ - O - _ _ CLIP FC-68 ~ \ I I ~ ~ I o • • - PURLIN r ~ FLANGE BRACE • • CLIP: FC-207 MAIN FRAME AS REQUIRED (SEE ROOF FRAMING 1'-0" 1'-0" COLUMN (SEE FOR LOCATION) " ' SECTION) OVERALL LAP -0 2 * NOTE: MOVE BOLT UP TO TOP HOLE 2'-10'/2" 2'-101/z" MAIN FRAME IF CLIP: FC-207 IS TO BE RAFTER USED AT THIS LOCATION. (8) BOLTS W/0 FLANGE BRACE, (10) BOLTS W/ FLANGE BRACE. (8) BOLTS W/0 FLANGE BRACE, (12) BOLTS W/ FLANGE BRACE. MF TO EAVE STRUT ( 6-1/2 Z GIRTS ~ 1 PURLIN OVERLAP 2 GIRT OVERLAP 3 GENERAL NOTES: 1.) ALL BOLTS TO BE 1/2" G x 1-1/4" A307 (U.N.) 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3.) ALL DIMENSIONS ARE t. CLIP: FC-207 (SEE ROOF FRAMING Q FOR LOCATION) . ~~l PURLIN k ~ INC. WEDGCOR yc9 ° MAIN FRAME . _ :f , i = 36242 RAFTER ~ Buyer : SNO CREST CONSTRUCTION Drawn By:WDA o : RUSS SHEARD 4.Cust ,r . . E#~\aDescr.: 40X50X16 2.00:12 Check By:_ 1 ONAL ~~\0N~ Site : WHEAT RIDGE, CO 1 f/ 11'~~~~~ Scale : NONE Eng Ck: -1 5 P.O. : W27975 SHEET NO.Cs3 oF ANTI-ROLL CLIP DETAIL 4 ENDWALL COLUMN NOTE: FOR DOOR JAMB TO ENDWALL B) RAFTER SEE DETAIL ~ ~ I 9" C DOOR JAMB 2 + ` 4L I =1- - - G4 n I I + I F ~ HEADER D OOR ~ I DOOR HEADER ~ DOOR JAMB 6Yz" Z GIRT 3 tY2" 3 cIRT G4 GIRT DOOR HEADER TO DOOR JAMB 2 GIRT TO DOOR JAMB 3 ENDWALL COLUMN BASE DETAIL 4 m m Q , a ' GIRT o o GIRT 0 0 ~ 4 G4 ~ E FINISH FLOOR LEFT RIGHT DOOR JAMB TO E.W. RAFTER 1 5 6 7 GENERAL NOTES: 1.) ALL BOLTS TO BE 1/2" 0 x 1-1/4" A307 (U.N.) 2.) VIEW IS FROM OUTSIDE OF BUILDING (U.N.) 3.) ALL DIMENSIONS ARE t. 8 g 10 11Ilill A , ll ~ i R E ` gp( 9 ~ ~ /y . ~ c+ • Q ^ :z 36 2az WEDGCOR, INC. ~ 9'•• ` Buyer : SNO CREST CONSTRUCTION Drawn By:~DA Cust. : RUSS SHEARD ~-II-m3 N Descr.: 40X50X16 2.00:12 Check By:_ Site : WHEAT RIDGE, CO Scale : NONE Eng Ck: C 4 OF I O ~ ~ 12 13 s . P.O. : W27975 SHEET N x 3/4" S.T.S. " O.C.) INSIDE CLOSURE ROOF PANEL " ' SHEETIPANEL (SA-10 E EAVE B 2 #12 x 1 /a S.D.S. MASTIC ~ TRIM TR ~ ~ GABLE RIDGE CAP - - - - - - -I TRIM x 1~/a" S.D.S. PEAK CAP EAVE TRIM r ~ ROOF PANEL ~ ~ t OUTSID C LOSU I DGCo I I L SYSTEM PEAK BOX I I I I .M.) GABLE TRIM GABLE ~ EAVE STRUT END CAP ~ FASTENER 1'''~ WALL SYSTEM FASTEN (N.,B.M.) (N.B.M.) (N.B.M.) EAVE TRIM SECTION 1 GABLE TRIM SECTION 2 PEAK DETAIL 3 PEAK BLDG. CORNER DET. 4 5 6 7 8 9 10 f ~ R E~~/ WEDGCOR, INC. 3 35292 ~'a m Buyer : SNO CREST CONSTRUCTION Drawn By:wDA r 9.`. Cust. : RUSS SHEARD 1-II-03 c~ 0Descr.: 40X50X16 2.00:12 Check By:_ s `StO NAlSite : WHEAT RIDGE, CO Scale : NONE Eng Ck: 11 12 13 P.O. : W27975 SHEET NO.Csb OF '1 3 2•' 8" C WALKDOOR ~ ~ JAMB f ~ 61/z" Z GIRT N ~ ~ N ~ GIRT i FIELD LOCATE & 9l " = - - - - - -1, L-1 DRILL HOLES ie 0 AS REQ'D I -r + I T I ~ I I ~ " DOOR HEADER L I DOOR HEADER 8 C WALKDOOR J i JAMB N Z ° ° ° ~ DOOR JAMB CLIP: FC-167 (R.S.) 2 4 2 G6 FC-168 (L.S.) 1 ~ 1/ ° ' I Z GIRT 3 6 2 /4 GIRT GIRT DOOR HEADER TO DOOR JAMB 2 WALKDOOR JAMB TO GIRT 3 GIRT TO DOOR JAMB 4 ~ G6 GIRT GIRT GIRT ~ :E GIRT - a a GIRT o o GIRT ~ J J ~ 3 3 FINISH FLOOR LEFT RI GHT WALKDOOR JAMB TO GIRT 1 5 6 7 GENERAL NOTES: 1) ALL BOLTS TO BE 1/2" 6 x 1-1/4" A307 (U.N.) 2) VIEWS ARE FROM OUTSIDE OF BUILDING (U.N.) 3) ALL DIMENSIONS ARE t. 4) REFER TO ANCHOR BOLT PLAN DETAILS FOR FIELD LOCATING JAMBS. 7 8 9 p u u~ E W ' 9 ~ V r2 F 36242 WEDGCOR, INC. f Buyer : SNO CREST CONSTRUCTION Drawn By:wDA o ','D S ~ ~ SHEARD ~ i ~ NA~ N By: _ Descr.: 40X50X16 2.00:12 Chec Site : WHEAT RIDGE, CO Scale : NONE Eng Ck: 10 11 12 P.O. : W27975 SHEET NO.Cs6 OF'i SHEETING DESCRIPTION NOTE: SEE CROSS SECTION OF MAIN #12 x 3/4" FRAME FOR PURLIN ORIENTATION. SELF TAPPING SCREW (S.T.S.) ~ ' 1'-6" 1-61-6 ~-6 1'-6" 1/4„ 6„ ,_6„ 16~ _g ' #12 x 1 6" ETC. SELF DRILLING SCREW (S D S ) " ' ROOF SHEETING 26 GA. COLOR ADV15E Mw. SCREW TYPE: ■ STANDARD ❑ STAINLESS STEEL ❑ WALL SHEETING N/A GA. COLOR N/A SCREW TYPE: ■ STANDARD ❑ STAINLESS STEEL ❑ ADVISE MFCs. TRIM COLOR OTHER OTHER - ~•_g V . . . PARTITION SHEETING N/A GA. COLOR N/A T 7 T T r T LINER PANEL N/A GA. COL OR N/A T T T T T T SOFFIT PANEL N/A GA. COL OR N/A T T OTHER ACCESSORIES PBA-10 TO BE INSTALLED BEFORE #12 x 3/4" S.T.S. APPLYING SHEETING. SEE ROOF (AT EACH HI-RIB AT RIDGE CAPS) HI-RIB PANEL SECTION FRAMING PLAN FOR LOCATION. #12 x 11/a„ S.D.S. (GA) (TYP) 4„ 4" 4" II ~--1.-625" ~3.3125-1" II I I _ ~ ° N0. 12" 12„ 12" ~ 36" t ~ t ~ T t t I I I ~ I I~~ A WALL PRIMARY FASTENER SPACING AT PANEL END LAPS, RIDGE CAP, EAVE STRUT, & SHEETING ANGLE. NOTE: SELF DRILLING SCREW PATTERNS NON-INSULATED BUILDINGS: USE PATTERNS QA & 0 . t t t T ~~~\1111 IIUNU/ ~ p0~ 36242 INSULATED BUILDINGS: (SE PATTERN Q ONLY. I I ~ WHEN INSULATING BETWEEN THE SHEETING AND RED IRON.) Q_ 4" OR MORE OF INSULATION REQUIRES SCREWS FASTENER SPACING AT INTERMEDIATE PURLINS B f'LONGER THAN 71/a". PLEASE ADVISE MANUFACTURER i I ~ 9: ~ 9 a~ y~,°~~/0NA' IF LONGER SCREWS WERE NOT PURCHASED. ~ CABLE SIZES ROOF SHEETING (SKYLIGHT) END LAP ROOF SHEETING (SKYLIGHT) SIDE LAPS WALL SHEETING (WALL-LIGHT) END LAP RCB- ROOF CABLE BRACING ❑ NONE ■ 5/16 4 0 318" 0 " 0 1/2" 4 " 6" ~S.T.S. SCB- SIDEWALL CABLE BRACING ECB- ENDWALL CABLE BRACING ❑ NONE ❑ NONE ■ 5/16 ■ 5/16" 4 4 0 3/8 4 0 3/8" 4 0 1/2 4 0 1/2° b S.T.S. MIN. LAP S.D.S. ' I WALL SHEET- (WALL-LIGHT) - N0MENCLATURE ~ TAPE MASTIC - ~ ~ - ~ OOF SHEETING ROOF SHEETING SKYLIGHT) (SKYLIGHT) _ cn [-j N I- I I IRT A-10 - BASE SHEETING ANGLE; B 2" x'" i16 G", G"`V PBA-10 - PURLIN BRIDGING ANGLE; i° . i• , 16 GA., GALV. SA-10 - SHEETING ANGLE; 2-7/16° . s-ii/is" . ie cn., cnLv. EDGCOR, INC. Buyer SNO CREST CONST. Drawn By:wDA Cust. : RUSS SHEARD 7-II-ID3 ROOF SHEET (SKYLIGHT) ROOF SHEET 2 4 (SKYLIGHT) PURLIN USE TAPE MASTIC AT ALL ROOF SEAMS AS SHOWN - REMOVE PAPER BACKING. - S.T. S.D. S. S. ~ ~ FB-_ - FLANGE BRACE; 1-1/2" x i-i/z" x 1/8° nNCLe FB---X - FLANGE BRACE; 2-1/2° . 2-1/2° x 3/16" ANGLE D2SCf.: ~FOX~JOX1B 2. Site : WHEAT RIDGE Scale : NONE P.O. : W27975 00:12 Check By:_ , CO Eng Ck: SHEET NO.CsI OF l Arvada Fire Protection District Division of Fire Prevention City of Wheat Ridge 7500 W 29th Ave. Wheat Ridge, CO 80033 RE: Sheard Property storag shed, 9840 W 44th Avenue The following are our plan review comments; 1) The building address numbers shall be posted permanently with a minimum of 4-inch numbers on a contrasting background on the 44th Ave business. iTFC 97 901.4.2 2) All-weather fire department access roadways, minimum of 24 feet of unobstructed width capable of supporting the imposed loads of 52,000 lb. Fire appazatus are to be installed prior to above grade construction. UFC 97 9013, 8704.2 Amended. EXCEPTION: Actual access roadway width to the proposed structure is less than seventeen (17) feet due to the existing structure roof overhang. As a result of the properties existing usage we would consider approval providing the following conditions be met: A) Maximum storage heights be maintained at less than twelve (12) feet B) Maaiunum storage of flaminable and combustible liquids meet current adopted code regulations C) The building is not converted into a business occupancy. D) The structure remains cold storage with no electrical 3) "No Pazking Fire Lane" signs shall be installed on the east access roadway to identify such road. Signs sha11 meet City of Wheat Ridge standazds. UFC 97 901.4.2. 4) All dead-end fire apparatus roadways in excess of 150 feet in length shall be provided with approved provisions for turning azound of fire appazatus. UFC 97 902.2.2.4. 5) Provide lea 4A rated 10-1b ABC dry chemical fire extinguisher. 6) Any code requirements arising from construction Kent ` kv" Shriver Fire Marshal Arvada Fire Protection District 6503 Simms Street • Arvada, Colorado 80004-2607 •(303) 424-3012 • Fax (303) 432-7995 ` DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13704 BUILDING INSPECTION LINE - 303-234-5933 Date : 4/15/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: JAMES HAAS Property Address: 9840 W 44TH AVE Phone: 670-3373 Contractor License No. : Company: Phone: 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 responsi ility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applic t8 heat idge ordinances%~or work under this permit. Construction Value : $500.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $10.00 Total . , . ~Jf•Q° (OWNER)(CONTRACTOR) SIG DAT*f2!~5 USB : /i Description : SIGN PERMIT; FACE CHANGE ONLY I~ BUILDING DEPARTMENT USE ONLY ~ . . Approval : MLC Zoning : C-1 Approval : Approval : Occupancy : Walls SIC : Sq. FL : COMPLIES W/ SIGN CODE. LEGAL NON-CONFORMING SIGN Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: .(1) This permit was issued in accordance with the provisions setforth in yopur application and is subject to the laws of the S[ate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. . (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue tlate or (e) the building authorired is suspentletl or abandoned for a period of 120 days. (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-half lhe amount normally required, provided no changes have been or will 6e made in Ihe original plans and specifications antl any suspension or abantlonment has not exceeded one (t) yeac If changes are madeor if suspension or abantlonment ezceeds one (1) year, full fees shall bepaid for a new permit (4) No work of any manner shall be done that will change the natural Flow of water causing a tlrainage problem. (5) Contrector shall notiry the Building Inspector twenry-four (24) hours in advance for ail inspedions and shall receive written appmval on inspection cartl before proceediing with successive phases of [hejob. - (6) The is W ce of a pe t orthe approval of drawings and specifica[ions shali not be construetl to be a permit for, nor an approval of, any violation of the pcor ~n o~g codes or any other ordinance: law, rule or re9ulation.. . Chief Building spector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: ;oF wHE°rP BiJII.DINGINSPECTIONLINE-303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVEN UE WIIEAT RIDGE, CO 50215 - (303-235-2855) C~C ORPDO . . ~~~UCATION . Property Owner: -~97, 77' e' Property Address: Phone : d U~ ~G 70- 33 7 3 Conuactor License No.: Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDWG AND AGREEMENT I hereby ceRify that the setback distances pmposed by this pennit application are accurate, and do not violate applicable ordinances, niles or regulations offfie City of Wheat Ridge or covenanu, easemenu orresvicfions ofrecord; that all measurements shown, and allegations made aze accurate; that I have read and agree to abide by aI] conditions printed on this application and that I assume full responsibitiTy for compliance with the Wheat Ridee Building Code (U.B.C) and all othe te Wheat Ridge Ordinanws, for work under this permit / Construction Value:$ 3-~ 0-' Perxnit Fee:$ Plan Review Fee:$ Use l ax:$ Total:$ Description: ~lJ BUII.DING DEPARTMENT USE ONLY mv~5 C~ SIC: Sq.Ft.: ZONING COMMENTS IS~ 1 ~ Approval: 111~i 1 1M- Zoning: I~lk~~ BUILUING COMMENTS: ) SIC~ Appxoval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License N o: Company: Company: Company: Expiration Date: Expirarion Date: Expiration Date: Approval: Approval: Approval: (I) 17ils pemit was issued in acwrdance witli the provisio¢s set fortL iu your application and is subject to the Iaws of the State of Colorado and ro the Zoning Regulatioas and Buildivg Codes oF Wlieat Ridge, Colorado or any other applicable ordinances of the City. (2) 'I'his permit sliall exp've if (A) the work authorized is not commenced within sixTy (60) days from issue dare or (B) the building authonzed is suspended or abandoaed for a period of 120 days. (3) Iftluspermitezpues,auewpemitmaybeacquuedforafeeofoue-Iialftliemnovntnormallyrequired,providednochangeshavebeenorwill6emadein the origiual plans and specificafions and any snspensiort or abandonmentUU not esceeded one (1) year. ifchanees have Feen or if suspension nr ahanAonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any mamer shall be done fhat will c6ange the nanaal flow of waror cansing a draiuage pro6lem. (5) Contractorshall notifytheBuildinglnspecmrtwenTy-fonr(24)hoursivadvznce forallinspectionsandshalireceivewri ttenapprovaloninspectioncardbefore pmceeding with successive p6ases of thejoh. (6) 17ie issuance of a permit or tlie approval of drawings and specifications shall uot be cousaned to be a permit foq nor an approval of, any violation of the pmvisious oFthe bnilding codes or anY other ordiumce, law, mle ortegulafion. Chief Building Inspector y~YA-e n 2 u D w N ~ ~ O~ 2 N d.- N y D y Q zoocmrcxzxZ m.~v omn=mma~n 41 .pp b2A!~2m0 m m~xwmao,y z ~'+o~zao3i3 ~ano'i3o~m-~ ~ N$y S y A N N f n~n'" nj°zm D r D D~ s D r i y °m o z a i a a m~ c A K Z Z T Z~ 1~1 f~ ^'-anti nmo ny ~ Am~ m yf a.-.a ~ o m m?' y m n? z a mc m,2 9-Iy 0 m F o~^ a p m x n> ooiH93o^~p~ ai c~im °z ami3°p m.E Fi i^' ~n ~Tx~ y y 9 y`. 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O T v m r C ocen o n n z ~ ^i m r O O ~I ~ p o Z m ~ R <I H~ 1 r a ~ m m v ` m (T7 c~ N ni x D W a o~~ c> o~ 1 v ° m ~ i~ o ~ m T c p a n° o ~ o o ~ ° m o ~ o ~ _ o Z b b~ D tn M. 0 ~ m m 0 0 2 2 ~ O t~ r cl =o° in m a ~ Z '1 'i -n v I tn ~ m o a s o o \ O m W O A r r= ~ N I K O m o ~ O O < mofmm O ~ ~ ~ , I ti D Z N ~ z 3 CJ 9~ocQ ~ A m K0 t i m v ~ ~t =cno$ n v o 0 o OJ '~T Z m-' m y ~i ~ o p o V) m o m=o~~ ~ JC O N F~ N Z ^ o Qo 0 o v v z v ~n o a3 aoo a ~ o m r o r -i fn m ~ m m m ~ y M 3 C z v z ~ ~ ~ C o c o~ 0 0 ~ y m o ~ - m T D ~ O a ~ = D C N V tNn Zm N < 0 Z - yp Q 0 m m p m o m o 'a m m ~ n o y < w m° m r m n 1 ~ c m m 3 y C 0 a o o . D b o 3 m m ~ r N 3 D z o v z z m~ z i c 1 ~ i o I ~ ~ m 0 N ~ y O r fTl t0/! m^~ ~ Z 3 m m~ o O ~ Z r I Z) i O~ a m o m r *1 f C z O ~ c K ~ . o D s ~ p A 3 Z n m N o ~ a ma m 0 m A 0 j O m I ~ Z D m m ' ' 3~ c m O m O 2 m ~ o o m I ~ o 0 I Z ' m ~ ~ m m o 0 G N ~ ~ o~ y o m o o ~ o o m' ' D m D v 0 v v z 0 v .p o ~ ~ o ' m = ~ z D ~ q n Q, m At z O n m~ q~ m n v Z 0 m -j N D fn r o n m N ' ' m ? I AZ N ~l f~ z . C 9 P~ n < m F c A p > Z ~ m p o m ~ n ~ ~ v Z 1 C ~ v v ~ ° ~ ~ m ~ c 0 ~ o m v ~ m o o D o `pl ° n r= z 3 Z y ; o Z 0 m p ~1 I X --i C m ~ D - _ p i i Z A p 0 1 fn /~p~ m m y v m o A ~ m v m D I , c I j ~ m oU 1 fn ~ j ~ y n Z o ~ z~ ~ vf m ' x 3 ~ O z ~ ; o ~ 0 t m I o m o U % ~ p ° Z m 0 m W m ~ ~ ck ~ 0 N C N m x m --l m A 3 ~ m ~ D N D r N ~ I O ~ U ~ I ~ D p m m n = D y m M m m Z i ~ ; m m m o ~ n N = D m m D Z O 0 f Ni°m ~ ~O O N V 0 > < N Dm -i Z , m = i o (p O < z m m 0 .pjZ f y X X ' d N ~ oZt I m c ~ I' O ~ I I. m ~ ~ O 'o m II O ~ F ~ ~ 2 ~ n N V r ~ O n O m Z O ~ m t t~ ~ N 5 m l 0 < O N i I T m F s z f 2 N N =0 f f O r mV N Z 1m O N ~p Z0 m -i -i = om 3 D OZ~ V ~ mmm mcm < O ~ rzD GJ tmnom ZD 00 C Z X Z o C = ~ 0 O y . mm m -Ni AA ~i m~ ODO mA 0 L ;u ~ r z N z a 0 m " , y m A m x A 0 Z ~ ~ N f r m ~ D r 0 m N ~ ~ ~ O Z \ Y , O < O ~ °m m 0 D z ~ v O G m 3. m. zI ~ c ~ G m ~ O c ~ O m N Z N n o m D N z N ~ 2 N ~ r ~ Z - S \ s N m n ~ T ~ { A 0 ~ 2 71. N V W ~ V O ~ o ~ A (i7 m Xi 1 ^ N ~ ND ~ ~m O C Z mm 0 x m O m D ~ c~ c 3 ~ pm ~ ~C) 0 n D~3 3 ~ IZ O ~ (Z ~ rT 00 Oy< P ZO 'U 3 m --I m ~ ~ -i Z O ~ ~ ~ 41 ~ O W O ~ 9 ~ ;u;u 22 m m 00 INSPECTION TICKET JoB~~~ y v4G~s~ ADDRESS bql DATE: BLDG. PERMIT# 4 S0JS PERMIT# BLDG. CONTR. A//~ SUBCONTRACTOR DATE INSP. REQ. TYPE OF II INSPECTIO REMARKS . INSPECTION TICKET , JOB~ l ) ADDRESS ~ bLi I DATE: BLDG. PERMITRq5O'3 PERMIT# BLDG. CONTR. l"A SUBCONTflACTOR bATE INSF TYPE OF II INSPECTIO REMARKS W.R. FORM 6-79 d 154 FELT UNDFR~AY $ RooF SH~ATItING\ ~orF-; NE FAB TRUSSES ' gY A PP20V r=D M PG. MAY BE uSED tN LIEU OE RAFTERS A JSTS- o•G. X - o•C• 2-zx4-D5i., Pi-ArF- X4's - I(,"O.C. sio( NG - SpEG -oe 2)(.por, R.arE -Vi" ANcqp¢ 60l.7. w''-oc, MAx. -'IZ ExP JoiNT CONC. FLOO P~- C~A VE . I'D. o~-„~... . . . fJ 'b • 1': .a • D 8" CoAK• FOUND. ok CDKc. Z . BI-oGk WArER. f°RoofED, -6.. 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