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3060 Teller Street
0'C Ij >1 y O �. U en N O d. on p ctSQ � M . . CIA C, tz _00 CIA cncz N Ly N = 3 vcdi 'C3 U rte-+ cd N O O 4. O it > ^d O ^� O cn O cl, O v Q b cn y al a U O bA N O CJ O c� 4" y.• OC) Un (� �C 0 cn A, U •�O bA O Q• Q cd 0 'Cj � � O � � •� cd 00 Q O y > b OC - 4- y� � U S1' O cp Q, y b v a3 A 03 sem. cid en M M 1 CD 00S 0 (� 00 cq Om cid N OU o O O•� > O� U Q U rn b C� • U � r-+ � U M 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: 4-1 0:3 - 7t-- % 'n r_ I F %ems. Res Job Address: 3 C t, 0 Te Ilc t- S -- Permit Number: 2 0 / -7 © �2 ) 9 '7 ❑ No one available for inspection: Time(_Vy_�:> AM/PM Re -inspection required: Yes When corrections �have (&spector. been made, call fes" -inspection at 303-234-5933 D -—� DO NOT REMO THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection "61visibn (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L-/) 8' - R u' Irl ", gg P_(,r) ct Job Address: 3 n& O -Tc 1/e f- S 4 - Permit Number: 'Q 0 / 7 p -;;? ) 9 7 ❑ No one available for inspection: Time 1;9 = 0:3 AMkM Re -Inspection required: Yes ) When corrections have been made, call for re -inspection at 303-234-5933 Date: / Inspector: TL� DO NOT REMOVE THIS NOTICE 3 i CITY OF WHEAT RIDGE �1(303) Buitdmg 1nsp6ction -Division (303) 234-5933 Inspection line 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �-1 18 v ► i�r �, -, ,�� 1 Job Address: 3 o io o -T-,e r- S 4 - Permit Number: "'a a 17 0 a ! q -7 Ina) pct r ��a' )ease Sc v x/03- g'lec_ `nal ❑ No one available for inspection: Time I = y 3 AM� Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date: a D 1 18 Inspector: -7-b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L 103- Job Address: 3 o Lo TP 1)er-- S4 Permit Number: 2 01-7 0 a l q -7 LlNo one available for inspection: Tim AM/PM Re -Inspection required: Yes 60 When corrections have been made, call for re -inspection at 303-234-5933 Inspector: DO NOT R OVE 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: 3 a D- Dc:tj wa l/ S c r -e ►V Job Address: 3 0 4 0 % ))e f- 54 - Permit Number: -�) o ! 7 © a ) 9 -7 X067, . ❑ No one available for inspection: Time 10 = 3 7 AM PM Re -Inspection required: Yes G) When corrections have been made, call for re -inspection at 303-234-5933 Date: --7 a 5__/j S Inspector: 1 125 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 0 S- -L- n s u %a _h 0n Job Address: 3 0 6 0 -7,e ))e r- S5-� Permit Number: 2 0/ 7 o a) g 7 Th S1)/n,40 n A nnrnv ❑ No one available for inspection: Time IQ.: L4!? AM PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: 71/7 4S Inspector: i �J DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: TP //{l�' 5 Permit Number: Z ❑ 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: //6q Inspector: MTI/ - DO NOT REMOVE THIS NOTICE I* � I ✓ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 22 Inspection Type: (16 /?r Job Address: fire%-/" �5 ` Permit Number: '�-� 1:z a ),5:�' ❑ No one available for inspection: Time ' AM/PM Re -Inspection required: ,Yes' No When corrections have been made, call for re -inspection at 303-234-5933 Date: 7 � /d Inspector:�1T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f! "-1Gc�r 11 s� -'f SAC Job Address: U S �:) X� Permit Number:20122,21Y7�* ❑ No one available for inspection: Time Re -Inspection required: Yes �No� When corrections have been made, call for re -inspection at 303-234-5933 Date:V' ,5' /� Inspector: DO NOT REMOVE THIS NOTICE 4 i CITY OF WHEAT RIDGES ' • t Building Inspection Division (303) 234-5933 Inspection line t(/C_, l � r✓� (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: JobAddress: Permit Number:% 70�% t, ❑ No one available for inspection: TimeMM Re -Inspection required: Yes iNo..) When corrections have been made, call -or re -inspection at 303-234-5933 Date:—//12 Inspector: DO NOT REMOVE THIS NOTICE /<,4./ 3c,3 - 7/ �, 1/097` i CITY OF WHEAT RIDGE �'(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ; 0170 .2197 ❑ No one available for inspection: Time r f' ' AM/PM Re -Inspection required: Yes (No) When corrections have been made, call for re -inspection at 303-234-5933 Date: -/—/"?-51 IF Inspector: VOA/ Gi� -}- DO NOT REMOVE THIS NOTICE City of �Wheat j, MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. F: 303.237.8929 February 27, 2018 Owner/Occupant 3060 Teller Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201500313 (Residential Addition/Exterior Remodel) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 4:00 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridge.co.us City of W heat P dge COMMUNITY DEVELOPMENT www.chwheatridge.com s INSPECTION RECORD 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: S6/9 0 (,,1Q k ADDRESS: ( %lza JOB CODE: geE Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 302 Wall Sheathing 103 Footing / P.E. Letter 303 Roof Sheathing 104 Foundation Setback Cert. 305 Insulation 105 Stem Walls 306 Mid -Roof 106 Foundation wall Insulation 307 Metal / Lath / Stucco Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 302 Wall Sheathing 202 Sewer Underground Int. 303 Roof Sheathing 203 Sewer Underground Ext. 305 Insulation 204 Plumbing Underground Int. 306 Mid -Roof 205 Plumbing Underground Ext. 307 Metal / Lath / Stucco 206 Water Underground 309 Rough Electrical Commercial Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Comments Initials 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT: tgOk ©& r& g' ADDRESS: ` )lon /-e <� JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 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 411 Landscape/Park/Planning'` 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 'For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection*' 414 Fire Insp. / Fire Protection' 415 Public Works Final" 416 Storm Water Mgmt.** 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 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. N A �. CITY OF WHEAT RIDGE Building InspectioWDivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ll 0 9 - F-_ � �,-) a f Job Address: 3 0 11, 0 7lie r - Permit Number: -0 p 1-7 0 b 9 0019"1 0� - ❑ No one available for inspection: Time �' AM PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:--D 03-234-Date:a 1/1 L/ : I? Inspector: -T"b DO NOT REMOVE THIS NOTICE SIMPSON GSI6 STRAPS EVERY OTHER STUD AT INTERIOR. STRAPS MAY BE OMITTED ON GABLE END WALLS. KNEE HALL ATTACHMENT DETAIL KEN AAKNER r;)ET. C ARZACS5 ANi7 OU75U I Lid I NC 5060 TELLER 5TREE-T AHEA7 RII7C=E, COLORADO m CA Gom City idge 2x4 KNEEWALL W/ STUDS 24" O.G. MAX. ALIGN EXISTING WALL STUDS. r4e%/" SHEATHING TO BE FASTENED 6d'S AT 6" O.G. AT ALL PANEL GES AND 12" O.G. IN THE FIELD SIMPSON GSI6 STRAPS EVERY OTHER STUD AT INTERIOR. STRAPS MAY BE OMITTED ON GABLE END WALLS. KNEE HALL ATTACHMENT DETAIL KEN AAKNER r;)ET. C ARZACS5 ANi7 OU75U I Lid I NC 5060 TELLER 5TREE-T AHEA7 RII7C=E, COLORADO m CA Gom City idge From: Graham Vincent p ahan14trussesi gmail.com Subject: Fwd: Warner revised Heel heights Date: April 20, 2017 at 8:07 AM To: Ken Warner ksw53----,PaoI.coir. Kenny, attached are the revised truss drawings and truss layout with the garage structure heel height dropped. This change would save about $425 over building the trusses with the previous 12" heel. Let me know if this looks good to you and I will get it to the shop to ship on the June 1 st or 2nd timeline. Thanks Oranarn. Warner Out Buildings Revised SH...WINGS.pdf v j tI E ��r l Fp t ?t i t j a 7 t •� t 3 tk � �� i �� � o t = f B 7, k � i ^rjs H JUSNC MAN �'a,•�„ rur 1QFs F I ",haat Ridge v Vua 0. orJ� Ne. 25585 Oa � 6 °p4/1111ili;100' 04/21/2017 _Site Information: Customer. Rigid Component Systems JobDescription: Warner Outbuildings Address: 3060 Teller Street —Job Engineering Criteria: Design Code: IBC 2015 Res Wind Standard: ASCE 7-10 Wind Speed (mph): 139 Alpine, an ITW Company 13723 Riverport Dr Suite 200 Maryland Heights, MO 63043 Phone: (800)326-4102 (314)3449121 Fax: (314)344-3152 alpineitw.com Job Number. CL1724AN State, Zip: Wheat Ridge, CO View Version: 16.02.01.0131.18 JRef #. 1 W 0672750004 Roof Load (psO: 30.00-10,00-0.00- Floor toad (pst): None 10.00 This package contains a job notes page, 8 truss drawings and 2 details. Item Seal # Truss 1 111.17.1633.54157 G1 24'6" Gable 3 111.17.1634.13440 GIA 24'6" Gable 5 111.17.1634.31553 GIC 24'6" Gable 7 111.17.1634.51597 G18 14'6" Gable Item Seal # Truss 2 111.17.1634.04153 T1 24'6" Common 4 111.17.1634.22910 T1A 24'6" Common 6 111.17.1634.42187 ;T1B 14'6" Common 8 111.17.1635.03257 1G2 10'5-1/2" Gable Printed M 01 14 lest Ridge 35:10 PM Job Number: CLI724ANPly. 1 SEAN: 39902 / T2 GABL I Cust R7275 JRet 1 WO672750004 Warner Outbuildings Qty.2 FROM: GAV DmNo: 111.17.1633.54157 I Truss Label: G1 24'6" Gable / NDW 04/21/2017 1'5'1 173' 23'0"15 24'6" 1'51 10'9'15 1019,15 1'5^1 T3" -{--- Z ---{ (TYP) =4X4 J (NNL) Loading Criteria (psi) Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph BCLL: 0.00 Enclosure: Open Clear BCOL: 10.00 Risk Category: 11 Des Ld: 50.00 EXP. C Pf: 0.0 Ce: 1.0 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Soffit. 2.00 BCDL: 5.0 psf Load Duration: 0.90 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0" C&C Dist a: 3.00 ft - - Loc. from endwall: Any GCpi: 0.00 Wind Duration: 1.33 Lumber Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 SPF 1650f --1.5E :Stack Chord SCI 2x4 SPF 1650f -1.5E: :Stack Chord SC2 2x4 SPF 16501-1.5E: :Lt Slider 2x4 SPF 1650f -1.5E: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SPF 1650f -1.5E: BLOCK LENGTH = 1.500' Plating Notes All plates are 2X4 except as noted. ("") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-0-0 top chord ouflookers and Gadding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads Wind Wind loads based on MWFRS with additional C&C member design. 24'6" 24'6" 24'6" FT/RT/PT: 12(0)/3(3)13(0) Plate Type(s): WAVE I VIEW Ver: 16.02.01 B.01 31-18 Additional Notes See DWGS A1401SENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 lie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. RFG/SJFq'sf No. 26565 a> tEhitt'.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and SBCA) fbr satPety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have property attached structural sheathingg and bottom chord shall have a properly gqid ceilingg. Locations shown forpermanent lateral restraint of webs shall have bracing rnstailed per BCSI sections B3, B7 or 810, le. Ap fy fates to each face of buss and position as shown above and on the JoinCDetails, unless noted otherwise. f7efer to 60A -Z for standard plate positions. a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover P2 e , this drawl indicates acceptance of pro7essione engineering responsibility solely for the deli n shown. The is bility re of this drawing for any structure is the responsibility of the uildina Desioner oer ANSUMI 1 5ec_2_ Heights, MO 63044 (NNL) )" 1'6"4 -{ Snow Criteria (Pg,Pr in PsF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or "=PLF Pg: 0.0 Ct: 1.1 CAT: 11 PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL /W Pf: 0.0 Ce: 1.0 VERT(LL): 0.001 B 999 360 B" 132 / 12 177 / - /10 /290 Lu: - Cs: not used VERT(TL): 0.004 B 999 240 R 292 132 1169 / - /- /3-5 Snow Duration: 0.90 HORZ(LL): -0.003 R - - Wind reactions based on MWFRS HORZ(TL): 0.004 R B Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 R Min Brg Width Req = 1.5 Bldg Code: IBC 2015 Res Max TC CSI: 0.232 Bearings B & R are a rigid surface. TPI Std: 2014 Max BC CSI: 0.026 Rep Factors Used: Yes Max Web CSI: 0.048 Members not listed have forces less than 375# FT/RT/PT: 12(0)/3(3)13(0) Plate Type(s): WAVE I VIEW Ver: 16.02.01 B.01 31-18 Additional Notes See DWGS A1401SENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 lie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. RFG/SJFq'sf No. 26565 a> tEhitt'.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and SBCA) fbr satPety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have property attached structural sheathingg and bottom chord shall have a properly gqid ceilingg. Locations shown forpermanent lateral restraint of webs shall have bracing rnstailed per BCSI sections B3, B7 or 810, le. Ap fy fates to each face of buss and position as shown above and on the JoinCDetails, unless noted otherwise. f7efer to 60A -Z for standard plate positions. a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover P2 e , this drawl indicates acceptance of pro7essione engineering responsibility solely for the deli n shown. 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" I "PYy' Job Number: dings AN Ply: 1 SEON: 39898 / T9 COMN Cust R7275 JRet 1W0672750004 Truss abet: dings Qty: 10 FROM: GAV Truss Label: T1 24'6" Common DrwNo: 111.17.1634.04153 / NDW 04/21/2017 6 3"4 12'3" 18'2"12 24.6" 6'3"4 5'1 1"12 511"12 6'3"4 =5X7 E 1'4" 611"8 4'4"8 119" 611"8 611"8 1 4" 6'1"8 10'6" 127 18'4"8 246" Loading Criteria (psf) Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph BCLL: 0.00 Enclosure: Open Clear BCDL: 10.00 Risk Category: II Des Ld: 50.00 EXP. C NCBCLL: 10.00 Mean Height: 15.00 ft TCDL- 5.0 psf Soffit; 2.00 BCDL: 5.0 psf Load Duration: 0.90 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.00 Wind Duration: 1.33 Lumber Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 SPF 1650f -1.5E :Lt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 1.500' :Rt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 1.500' Loading Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: 0.0 Ct: 1.1 CAT: II PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: 0.0 Ce: 1.0 Lu: - Cs: not used VERT(LL): 0.204 K 999 360 VERT(TL): 0.472 K 870 240 B 1352 / 129 / 826 / - / 209 / 3.5 Snow Duration: 0.90 HORZ LL : 0.080 G ( ) - - ti 129 1926 / - / - / 3.5 H d reactions Wind reactions based on MWFRS HORZ(TL): 0.132 G B Min Brg Width Req = 2.1 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 2.1 Bldg Code: IBC 2015 Res Max TC CSI: 0.999 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.828 Rep Factors Used: Yes Max Web CSI: 0.320 Members not listed have forces less than 375# FT/RT/PT:12(0y3(3)f3(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens Comp WAVE VIEW Ver. 16.02.016.0131.18 B -C 416-2368 E -F 370 -1806 C - D 417 -2257 F - G 417 -2267 D - E 370-1806 G - H 416 -2368 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - M 2056 -326 K - J 2053 -328 M - L 2053 -328 J - H 2056 -326 L - K 2053 -32B Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp D - K 191 -600 K - F 194 -600 E - K 538 -58 ✓:44` sf L fl 'Gist ��;• "WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > require extreme care in fabricating handlin ship ing, installing .and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, by TPI ano'SBCA) toF safetpy practices pnor to performing these functions. Installers shall provide temporrae i n'giBdCceip g. Locations shown o�tpoermanent lateral rreproperlyaifawebs shalllhhaV structural per BCSI sections B3 B7 or 10,C137e ca e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. F7efer to Is 160A -Z for standard plate positions. a division of ITW euilding�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIffPI 1, or for handling shipping, installation and bracing of trussesA seal on this drawinst or cover pa�ga his drawiggindicateaceptance of pro ssrona engineering responstbdtty solely for the des.iggn shown. The suitabilitye ofthis Brewing for any structure is the resonsibilitf thec.. Infonna6on see this ioh's General nor.,".,",.""w .we......._� _.__. .. .,�..� .. .. _ Job Number. CLI724AN Warner Outbuildings Truss Label GIA 246' Gable Ply. 1 SEAN: 39926 / T3 GABL Cust R7275 JRef. 1WO672750004 Qtr 1 FROM: GAV DrwND: 111.17.1634.13440 / NDW 04/21/2017 H1'S 71'1' 0 6' J 173' 23'0"15 1019"15 247 105"15 1'1' 0 �- 4.3" ---"{ - 2' -• (TYP) =4X4 H 24'6' 246" 1'4" (NNL) f' 1'6'4 -{ (NNL) f- 1'6'4 -q Loading Criteria (psg TCLL: 30.00 Wind Criteria Wind Std: ASCE 7-10 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or'=PLF TCDL: 10.00 Speed: 139 mph Pg: 0.0 Ct: 1.1 CAT: II PP Deflection in loc Udefl L/# Loc R /U / Rw / Rh / RL /W BCLL: 0.00 Enclosure: Open Clear Pf, 0.0 Ce: 1,0 Lu: - Cs: not used VERT(LL): 0.016 C 999 360 VERT(TL): VERT TL 0.044 C 999 B 360 / 43 / 232 / - / 234 / 5.5 BCDL: 10.00 Risk Category: 11 EXP: C Snow Duration: 0.90 240 HORZ(LL): -0.004 M - N• 125 /0 /63 / - J - 1288 Des Ld: 50.00 :Stack Chord SC2 2x4 SPF 1650f -1.5E: area (NNL). Dropped top chord braced at 24" oc Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft HORZ(TL): 0.007 M B Min Brg Width Req = 1.5 Code I Misc Criteria Soffit: 2.00 TCDL: 5.0 psf Creep Factor. 2.0 B Min Brg Width Req = BCDL: 5.0 psf Bldg Code: IBC 2015 Res Max TC CSI: 0.325 Bearings B & B are a rigid surface. Load Duration: 0.90 MWFRS Parallel Dist: 0 to 11/2 TPI Std: 2014 Max BC CSI: 0.064 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.041 Members not listed have forces less than 375# .p a e ength perpendicular to chord length Loading Splice top chord in notchable area using 3x6. Truss designed to support 1-" top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. a -WARNING- READ AND FOLLOW ALL "IMPORTANT" FURNISH THIS DRAWING TO ALL C Of any i Lir R` -G/ a` 7C 0OUGt:/`"A�� erj . $ N0fg5 O'a at 0 47 INCLUDING THE INSTALLERS 3.. Refer to and follow the latest edition of ming these functions. Installers shall prm uctural sheathing and bottom chord shall I have brakangq installed per BCSI sections t on the Join Details, unless noted oth.- on Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 461 -504 M - N 507 -540 Of failure to build the �' I or cover pag4 n. The su atility 37 3 Rrverport Drive he 200 Loc. from endwall: not in 10.00 ft FT/RT/PT:12(0)/3(3U3(0) GCpi: 0.00 Plate Type(s): Wind Duration: 1.33 1 WAVE VIEW Ver. 16.02.016.0131.18 Lumber Additional Notes Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E See DWGS A14015ENC101014 & GBLLETIN1014 for Webs 2x4 SPF 1650f -1.5E gable wind bracing and other requirements. :Stack Chord SCJ 2x4 SPF 1650f -1.5E: Stacked top chord must NOT be notched or cut in :Stack Chord SC2 2x4 SPF 1650f -1.5E: area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped Plating Notes top chord in notchable area using 3x4 be -plates 24" All plates are 2X4 except as noted. oc. Center plate on stacked/dropped chord interface I t 1 .p a e ength perpendicular to chord length Loading Splice top chord in notchable area using 3x6. Truss designed to support 1-" top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. a -WARNING- READ AND FOLLOW ALL "IMPORTANT" FURNISH THIS DRAWING TO ALL C Of any i Lir R` -G/ a` 7C 0OUGt:/`"A�� erj . $ N0fg5 O'a at 0 47 INCLUDING THE INSTALLERS 3.. Refer to and follow the latest edition of ming these functions. Installers shall prm uctural sheathing and bottom chord shall I have brakangq installed per BCSI sections t on the Join Details, unless noted oth.- on Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - C 461 -504 M - N 507 -540 Of failure to build the �' I or cover pag4 n. The su atility 37 3 Rrverport Drive he 200 Job Number. CL1724AN Warner Outbuildings �Qty: SEQN:39911 / Tt COMN CustR7275 JRef.1W0672750004 Truss Label: T1A 24'6' Common 7 FROM: GAV DrwNo: 111.17.1634.22910 / NDW 04/21/2017 6'3.2 127 18'2"12 24 6" 6'3'2 5'11"14 5'11"12 6'3"4 =5X7 D 1-4- 8'6" Loading Criteria (psf) Wind Crita TCLL: 30.00 Wind Std: Ari SCE7-10 TCDL: 10.00 Speed: 139 mph BCLL: 0.00 Endosure: Open Clear BCDL: 10.00 Risk Category: 11 Des Ld: 50.00 EXP. C NCBCLL: 10.00 Mean Height: 15.00 ft Soffit: 2.00 TCDL: 5.0 psf Creep Factor. 2.0 BCDL: 5.0 psf Load Duration: 0.90 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Max BC CSI: 0.805 Loc. from endwall: not in 9.00 ft Rep Factors Used: Yes GCpi: 0.00 Members not listed have forces less than 375# Wind Duration: 1.33 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 2100f -1.8E Webs 2x4 SPF 1650f -1.5E Loading Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. 16' 8'6" 1.4•• 24'6' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: 0.0 Ct: 1.1 CAT: II PP Deflection in loc L/defl L/# Loc R 1U / Rw / Rh / RL /W Pt. 0.0 Ce: 1.0 Lu: - Cs: not used VERT(LL): 0.177 D 999 360 VERT(TL): 0.410 D 990 240 B 1352 1129 / 926 / - 1209 15.5 Snow Duration: 0.90 HORZ LL : 0.054 H ( ) F d re / 129 / 926 / - / - / 5.5 Wind reactions based on MWFRS HORZ(TL): 0.090 H - B Min Big Width Req = 1.7 Code I Mi.. Criteria Creep Factor. 2.0 F Min Brg Width Req = 1.7 Bldg Code: IBC 2015 Res Max TC CSI: 0.805 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.805 Rep Factors Used: Yes Max Web CSI: 0.146 Members not listed have forces less than 375# FT/RT/PT:12(0)/3(3)13(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens Comp WAVE VIEW Ver. 16.02.016.0131.18 B - C 432 -2683 D - E 378 -2324 C - D 377 -2324 E - F 432 -2682 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-1 2460 -341 H - F 2459 -341 I- H 1739 -198 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp- C-1 omp.C-1 199 -575 D - H 706 -80 I - D 706 -75 H - E 201 -575 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! S "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reeqquire extreme care in fabricating handlin ship mg, installingg and bracing. Refer to and fellow the latest edition of BCSI /Building nenF Safety Information, b TPI ano'SBCA) for satepty practices prior to performing these functgions. Installers shall provide tern pe �npld ceilincpt^� Locatioe^s s�how^I ortperma^e^t lateral restraint ofaWebs shalt have brash ng�insialled pets BC3i s�eCtions B3� B7 oar 610y igble. Ap Ty lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to is 160A -Z for standard plate positions. a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover pa e, this drawing indicates acceptance of pro7essionai engineering responsibility solely for the desi n shown. Tho suitability ce of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1= 7 Of 3723 Riverport Drive Job Number. CL1724AN Warner Outbuildings Truss Label: G1C 24'6" Gable Ply: 1 SEAN: 39939 / T7 GABL Cust. R7275 JRet 1W0672750004 Qty: 1 FROM: GAV DrWNo: 111.17.1634.31553 ! NDW 04/21/2017 8" 6'3"2 IV16'1"12 19918 _+__,;0N__+_1_1'_1140 3'0"15 24'2 7 63"2 5'6"5 4'45 37-72 3'3"7 1'1" 0 I15x7 D Loading Criteria (psf) TCLL: 30.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 50.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 0.90 Spacing: 24.0 " 8'6" 8'6" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Open Clear Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 10.00 GCpi: 0.00 Wind Duration: 1.33 Lumber Top chord 2x4 SPF 1650f -1.5E :T2 2x4 SPF v 2100f -1.8E: Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 SPF 1650f -1.5E :Stack Chord SCI 2x4 SPF 1650f -1.5E: Plating Notes All plates are 2X4 except as noted Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24 - OC. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 14'0"8 t0. -__�•� Snow Criteria (Pg,Pf in PSF) Pg: 0.0 Ct:1.1 CAT: II Pf: 0.0 Ce: 1.0 Lu: - Cs: not used Snow Duration: 0.90 Code / Misc Criteria Bldg Code: IBC 2015 Res TPI Std: 2014 Rep Factors Used: Yes FT/RTIPT:12(0)/3(3)/3(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.053 C 999 360 VERT(TL): 0.173 C 999 240 HORZ(LL): 0.013 J - - HORZ(TL): 0.028 J Creep Factor. 2.0 Max TC CSI: 0.895 Max BC CSI: 0.635 Max Web CSI: 0.744 8'6" 1 1'4" (NNL) f- 1'8'4 -1 ♦ Maximum Reactions (lbs), or'=PLF Loc R /U IRw /Rh /RL /W 8 1031 / 136 / 688 / - /240 /5.5 L` 209 / 19 1 118 1- 1- /120 H 391 /99 /331 /- !- /5.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 L Min Brg Width Req = - H Min Brg Width Req = 1.5 Bearings B, L, & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 16.02.016.0131.18 Chords Tens.Comp. Chords Tens. Comp B - C 237-1742 E - F 1024 -182 C -D 158-1127 F -G 551 -121 D - E 1032 -118 G - H 962 -738 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - K 1564 -259 J - H 115 -485 K - J 780 -238 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens Comp C - K 223 -9o2 J - E 167 -690 K - D 859 -92 J - F 195 -639 D - J 268 •1702 04/21/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI Building [ Safety Information, by, TPI an a SBCA) f7r� safety practices prior to performing these functions Installers Installers shall provide temporary 1 dCceilingnl Locations sthownt oitpoermanent lateral restraint of webs shalll have braanp installed petty BCShsecbsons B3v87 o�B10y e. Apply plates to each faceof truss and position as shown above and on the Joinf9Defails, unless noted otherwise. f2efer to' i0A-Z for standard plate positions. vision of ITW Buildina Comnnnenfr r.-.,„ r.,,. �h�u ,....----_:�,_ 1 Ill 1, or for t acceptance any structure failure to build the f - I or cover page n. The suitability 1372 Suite City of me 2 Job Number. CL1724AN Warner Outbuildings Truss Label: T7B 14'6" Common Ply 1 SEQN: 39919 / T4 COA Oty. 6 FROM: GAV 127 14'6" 6' y3" =5X7 D Cust: R7276 JRef: 1W0672750ON DrwNo: 111.17.1634.42187 / NDW 04/21/2017 Loading Criteria (psf) Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph BCLL: 0.00 Enclosure: Open Clear BCDL: 10.00 Risk Category: li Des Ld: 50.00 EXP. C NCBCLL: 10.00 Mean Height: 15.00 ft Soffit 2.00 TCDL: 5.0 psf HORZ(TL): 0.025 D BCDL: 5.0 psf Load Duration: 0.90 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 ' C&C Dist a: 3.00 ft Max TC CSI: 0.861 Loc. from endwall: Any TPI Std: 2014 GCpi: 0.00 Wind Duration: 1.33 Lumber Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 SPF 1650f -1.5E Loading Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U180. Uplifts based on an elevation at or above 6000 ft. a IIIJA6 64"12 _i_ 8'1"4 6'4"12 i 14,6" 1`4"'� Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (lbs) Pg: 0.0 Ct.-I.1 CAT:][ PP Deflection in Ice Udell L/# Loc R / U / Rw / Rh / RL /W PF. 0.0 Ce: 1.0 Lu: - Cs: not used VERT(LL): 0.069 C 999 360 VERT(TL): 0.157 C 999 240 B 910 / 63 / 592 / - /216 / 5.5 Snow Duration: 0.90 HORZ LL : -0.015 D ( ) G 838 / 49 /549 / - ! - / 5.5 Wind reactions based on MWFRS HORZ(TL): 0.025 D B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 G Min Brg Width Req = 1.5 Bldg Code: IBC 2015 Res Max TC CSI: 0.861 Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.600 Rep Factors Used: Yes Max Web CSI: 0.262 Members not listed have forces less than 375# FT/RT/PT:12(0)/3(3)/3(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s):Chords Tens.Comp. Chords Tens Comp WAVE VIEW Ver: 16.02.016.0131.18 B - C 86-1537 C - D 148 -1524 tfil€fftriff," L QO 8 G. c= a: No:6565 b`{ 04/21/2017 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �a Safetvinformatinn hu TPI �n carni extreme care in fabricating, handling, shpping_ installing and bracing. _ Refer to and follow the latest any lave ureUn mstaneo per Bi on the Jom etails, unless on Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - H 1388 -253 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp C -H 175 -615 D -G 142 -664 H - D 1262 -145 n of BCSI (Building provide temporary lall have a pro riy ms B3, B7 or �10, terwise. keferto failure to buildthe n. rcrohve suFability k414 m "m ' MrR*g e and Heights, MO WDc wilding Divi ;c:n; Job Number: CL1724AN Warner Outbuildings Truss Label: G1B 14'6" Gable Ply. 1 SEAN: 39929 / T5 GABL Cust R7275 JRef: 1W0672750004 Qty: 1 FROM: GAV D1wNo: 111.17.1634.51597 / NDW 04/21/2017 rs t rrt 3'3• 6'3• 69' 10'3' 72'3' 13'G1 tt 37 C 137- i4 il' 37•63• 2' 7 2' 2'1'12 1'11.8 t'4• -{ 6'3• 8'3• 10'3• 12'4'12 144.4 12 '6• (NNL) )^ 1'6.4 �{ Loading Criteria (psf) Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph BCLL: 0.00 Enclosure: Open Clear BCDL: 10.00 Risk Category: it Des Ld. 50.00 EXP: C NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 5.0 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 0.90 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.00 Wind Duration: 1.33 Lumber Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 SPF 1650f -1.5E :Stack Chord SCJ 2x4 SPF 1650f -1.5E: :Stack Chord SC2 2x4 SPF 1650f -1.5E: Plating Notes All plates are 2X4 except as noted. Loading Truss designed to support 1-" top chord outlookers and Gadding load not to exceed 10.00 PSF one face and 24.0' span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U180, Snow Criteria (P9.Pf in PSF) DefUCS1 Criteria Pg: 0.0 Ct: 1.1 CAT: II PP Deflection in loc Udell IJ# Pf: 0.0 Ce: 1.0 VERT(LL): 0.016 C 999 360 Lu: - Cs: not used VERT(TL): 0.042 C 999 240 Snow Duration: 0.90 HORZ(LL): 0.003 C - HORZ(TL): 0.006 C - _ Code / Misc Criteria Creep Factor. 2.0 Bldg Code: IBC 2015 Res Max TC CSI: 0.325 TPI Std: 2014 Max BC CSI: 0.069 Rep Factors Used: Yes Max Web CSI: 0.060 FT/RT/PT:12(0 )/3(3)/3(0) Plate Type(s): WAVE VIEW Ver: 16.02.016.0131.18 Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach Stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. 111IIciilfffldFFf 121/2017 (NNL) I'.. 1.8.4 ♦ Maximum Reactions (lbs), or.=PLF Loc R 1U / Rw / Rh / RL /W B 386 138 /230 / - 1264 /5.5 B" 124 / 13 /74 / - / - /162 L 237 / 43 /128 / - / - 15.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 B Min Brg Width Req = - L Min Brg Width Req = 1.5 Bearings B, B, & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 423 -555 rvnrcrvlrvb-- KI -AD AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating handlin Shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI an1�$BCA fo'r sate ry BCSI. Unless noted a herwise,top chord shall have Practices attached structural these atltiriJgg and tiotttom chordshallhavtempora a promperly City Of lid ceilingg pLocations shown forfpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 60A-Z�fopr standard ate face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to p positions. vision of ITW Buildinn Cmmnt� n.,..... �.,.. _.._�� __. _ __ _ ... _ from this drawing,any failure to build the 1 real on thi; drawing or cover pa e , , 4�+"x+ or the dest n shown. The suit9ab111 13 Riverport Drive ANSIMM 1 � 9 ty .. a..__ City Of Wheat jdd e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFICE USE Or Date: Plan/Permit # Plan Review F Building Permit Application I Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. — Property Address: Property Owner (please print): 4l!r/L��r` Phone: ( -2z2- y05�/9- Property Owner Email: J<nUj,2 3 rGLA0L Le,r � Mailing Address: (if different than property address) Address City, State, Zip: Arch itect/Engineer: ooil� /_/_-L_ Architect/Engineer E-mail:giT�S 1 �; 7�'� Phone:_ � � �'�Q —2 j! Contractor:A�nn ZI , Contractors City License Phone: Contractor E-mail Address: Sub Contractors: Is d'b 4 Electrical: =jL/�����,� U � ,� > Plumbing: Mechanical: iMIV W.R. City License # )"..rAzq j W.R. City License # W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 3 RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) 2 -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.) GA4n76`4` -<, sheer L'6 en Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) & 0 $ 06 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) Electronic Signature (first and last name): DATE: dJ DEPARTMENT USE ONLY ZONING COMMMENTS: , - A vP t ` ` T L� ! OCCUPANCY CLASSIFICATION: Reviewey.� il-N, t i�' i Il -Z R((CS5c, yicvC- J N BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ i1• SIMPSON G516 STRAPS EVERY OTHER STUD AT INTERIOR. STRAPS MAY BE OMITTED ON SABLE END WALLS. KNEE AALL ATTACHMENT DETAIL KEN AARNER I)ET. C ARRC E ANI) OU75U I LIQ I NC 3060 TELLER STREET AHEA7 RIDGE, GOLORAi70 UCP City 2x4 KNEEWALL W/ STUDS T 24" O.G. MAX. AL I SN W/ EXISTING WALL STUDS. �Z SHEATHINS TO BE FASTENED i 8d'S AT 6" O.G. AT ALL PANEL EDSES AND 12" O.G. IN THE FIELD Z SIMPSON G516 STRAPS EVERY OTHER STUD AT INTERIOR. STRAPS MAY BE OMITTED ON SABLE END WALLS. KNEE AALL ATTACHMENT DETAIL KEN AARNER I)ET. C ARRC E ANI) OU75U I LIQ I NC 3060 TELLER STREET AHEA7 RIDGE, GOLORAi70 UCP City From: Graham Vincent ruaham4trusses9,gmail.cem Subject: Fwd: Warner revised Heel heights Date: April 20, 2017 at 8:07 AM TO: Ken Warner ksw53@aol.com Kenny, attached are the revised truss drawings and truss layout with the garage structure heel height dropped. This change would save about $425 over building the trusses with the previous 12" heel. Let me know if this looks good to you and I will get it to the shop to ship on the June 1 st or 2nd timeline. Thanks Graharn. Warner Out Buildings Revised SH ... WINGS.pdf F r--- r i r ' S� u ' 1 1 L_ dw —4 - I%w "heat R, ori^ 04/21/2017 _Site Information: Customer. Rigid Component Systems JobDescription: Warner Outbuildings Address. 3060 Teller Street Alpine, an ITW Company 13723 Riverport Dr Suite 200 Maryland Heights, MO 63043 Phone: (800)326-4102 (314)344-9121 Fax: (314)344-3152 alpineitw.com Job Number. CL1724AN City, State, Zip: Wheat Ridge, CO esign Code: IBC 2015 Res View Version: 16.02.01.0131.18 JRef #: 1 W 0672750004 rind Standard: ASCE 7-10 Wind Speed (mph): 139 Roof Load (W: 30.00-10.00- 0.00- Floor Load (pst): None 10.00 lis pacKage contains a job notes page, 8 truss drawings and 2 details. Item Seal # Truss 1 111.17.1633.54157 G1 246" Gable 3 111.17.1634.13440 GIA 24'6" Gable 5 111.17.1634.31553 G1C 24'6" Gable 7 111.17.1634.51597 G1B 14'6" Gable Item Seal # Truss 2 111.17.1634.04153 T1 24'6" Common 4 111.17.1634.22910 T1A 24'6" Common 6 111.17.1634.42187 ;T1B14'6"Common 8 111.17.1635.03257 G2 10'5-1/2" Gable Printed C" 0 teat Ridge :35:10 PM Job Cust 275 WamerOutbuildngs24� I Qty. 2 IFROM:GAV / T2 GABL I DrwNo:7NDW 7.1633.54120250004 Truss Label: G1 24'6" Gable 1'5'1 127 23'0'15 20' 1'5"1 10'9'15 10'9'15 1'5'1 21" --1-- 2'-- -j (n'P) =4X4 J 1'4' (NNL) F- 1'8"4 '{ Loading Criteria (psf) Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph BCLL: 0.00 Enclosure: Open Clear BCDL: 10.00 Risk Category: If Lu: - Cs: not used EXP. C Des Ld: 50.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 5.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 0.90 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Code / Misc Criteria Loc. from endwall: Any GCpr 0.00 Bldg Code: IBC 2015 Res Wind Duration: 1.33 Lumber Top chord 2x4 SPF 1650f -1.5E _ Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 SPF 1650f -1.5E :Stack Chord SCI 2x4 SPF 1650E -1.5E: :Stack Chord SC2 2x4 SPF 1650f -1.5E: :Lt Slider 2x4 SPF 1650f -1.5E: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SPF 1650f -1.5E: BLOCK LENGTH = 1.500' Plating Notes All plates are 2X4 except as noted. ("") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-0-0 top chord ouflookers and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. 24'6' PZ -11-W (NNL) )- 1'8"4 -{ Snow Criteria (Pg,PI in PSF) DefUCSI Criteria I A Maximum Reactions (Ibs), or'=PLF Pg: 0.0 Ct: 1.1 CAT: 11 PP Deflection in loc L/defl L1# I Loc R / U / Rw / Rh / RL /W Pf: 0.0 Ce: 1.0 VERT(LL): 0.001 B 999 360 B• 132 112 /77 /- /10 /290 Lu: - Cs: not used VERT(TL): 0.004 B 999 240 R 292 132 /169 I - / - /3.5 Snow Duration: 0.90 HORZ(LL):-0.003 R - - Wind reactions based on MWFRS HORZ(TL): 0.004 R B Min Brg Width Req= - Code / Misc Criteria Creep Factor. 2.0 R Min Brg Width Req = 1.5 Bldg Code: IBC 2015 Res Max TC CSI: 0.232 Bearings B & R are a rigid surface. TPI Std: 2014 Max BC CSI: 0.026 Rep Factors Used: Yes Max Web CSI: 0.048 Members not listed have forces less than 375# FT/RT/PT:12(0)/3 (3)/3(0) Plate Type(s): WAVE i VIEW Ver: 16.02.01 B.01 31.18 Additional Notes See DWGS A14015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" oc intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 be -plates 24" oc. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI ant? SBCA) ffir safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shalt have a properly Iiid ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e._ Ap-p7y plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f�efer to a division of !TPI 1, or for h acceptance any structure failure to build the � . The sMbility M06 -7--, ; Job Number. CL1724AN Pty: 1 SEQN: 39898 / T��l 1W0672750004 Warner Outbuildings Qty: 10 FROM:GAV .04153 Truss Label: T1 24'6" Common /21/2017 6'3"412'3* 18'2"12 24.6" 6'3"4 5'11"12 5'11"12 6'34 =5X7 E 1'4" 6.1.8 4.4"6 618 14" 6'1"8 10'6" 12'3" 18'4"8 24'6" Loading Criteria (psf) Wind Criteria TCLL: 30.00 Wind Std: ASCE 7-10 TCDL: 10.00 Speed: 139 mph BCLL: 0.00 Enclosure: Open Clear BCDL: 10.00 Risk Category: II Des Ld: 50.00 EXP. C NCBCLL: 10.00 Mean Height: 15.00 ft TCDL- 5.0 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 0.90 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.00 Wind Duration: 1.33 Lumber Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f-1.SE Webs 2x4 SPF 1650f -1.5E :Lt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 1.500' :Rt Slider 2x6 SPF 1650f -1.5E: BLOCK LENGTH = 1.500' Loading Bottom chord checked for 10.00 psf non -concurrent bottom chord live load applied per IBC -15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) P9:0-0 Ct: 1.1 CAT: II PP Deflection in loc UdeflU# Loc R /u / Rw / Rh / RL /W Pf: 0.0 Ce: 1.0 Lu: - Cs: not used VERT(LL): 0.204 K 999 360 VERT(TL): 0.472 K 870 240 B 1352 / 129 /926 /- /209/3.5 Snow Duration: 0.90 HORZ(LL): 0.080 G - - H 1352 / 129 /926 1- /_ 13.5 Wind reactions based on MWFRS HORZ(TL): 0.132 G B Min Brg Width Req = 2.1 Code / Mise Criteria Creep Factor. 2.0 H Min Brg Width Req = 2.1 Bldg Code: IBC 2015 Res Max TC CSI: 0.999 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.828 Rep Factors Used: Yes Max Web CSI: 0.320 Members not listed have forces less than 375# FT/RT/PT:12(0)/3(3)13(0) Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver. 16.02.016.0131.18 B - C 416-2368 E - F 370 -1806 C - D 417-2267 F - G 417 - 2267 D - E 370 -1806 G - H 416 -2368 p: No,GB595 Q. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp B - M 2056 -326 K - J 2053 -328 M - L 2053 - 328 J - H 2056 -326 L - K 2053 -328 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens Comp D - K 191 -600 K - F 194 -600 E - K 538 -58 'fr�cSB^ f��°°OFttilAiilNri. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reeoquire extreme care in fabricating, handlingship mg, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safetyinformation, byY TPI ant? SBCA) safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properi i riggid ceiling Locations shown for permanent lateral restrdint of webs shall have bracing insTalied per BCSI sections B3, B7 or 610, Of cable. Apply plates to each face of truss and position as shown above and on the Joint C7etails, unless noted otherwise. kefer to Is 160A -Z for standard plate positions. a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trussesA seal on this drawingq or cover pa� ga �Ieat this drawing indicates acceptance of pro ssrona engineering responsrbrltty solely for the design shoHTn. 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OK C ON 7 C A G ' wbVy n0Q••, to V•. y `L. 0 \ Ex A o x 3 03� v cc o4-- cm 34: m (D F a. unQ qa E-4 ®j ® City of Wheat Ridge Residential Roofing PERMIT - 201706868 PERMIT NO: 201706868 ISSUED: 09/03/2017 JOB ADDRESS: 3060 Teller ST EXPIRES: 09/03/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with 29.5 sq. Pitch = 8/12 *** CONTACTS *** OWNER (303)717-4097 WARNER KENNETH S SUB (303)659-8088 Mike Aberle 021956 A&H Roofing, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,260.00 FEES Total Valuation 0.00 Use Tax 173.46 Permit Fee 188.45 ** TOTAL ** 361.91 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. t 4 o City of Wheat Ridge ., r wr' Residential Roofing PERMIT - 201706868 PERMIT NO: 201706868 ISSUED: 09/03/2017 JOB ADDRESS: 3060 Teller ST EXPIRES: 09/03/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with 29.5 sq. Pitch = 8/12 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 le ally authorized to include all entities named within this document as parties to the work to be performed and th_I work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. is Signature of OR or CONTRACTOR (Circle one) Date Wf 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original_permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial 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 Chief Buildih&!001NWP6J"- ; ate REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DA OR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz MJ From: no-reply@ci.wh eat ridge.co.us Sent: Wednesday, August 30, 2017 8:28 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 3060 Teller Street Ken Warner 303-717-4097 crystal@ahroofing.com 157 HIM -17= Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Yes 3060 Teller St Contract.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) A&H Roofing, LLC 021956 303-659-8088 12988 County Road 4 Brighton, Co. 80603 Contractor Email Address crystal@ahroofing.com Retype Contractor Email crystal@ahroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 29.5 the entire scope of work: Project Value (contract 8260. value or cost of ALL materials and labor) Are you re -decking the No i/ roof? Does the scope of the No project include a flat roof (less than 2:12 pitch)? 158 Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Yes 29.5 Owens Corning Duration shingle Asphalt Remove the existing. Install felt. Install Owens Corning shingle. 8:12 roof pitch. 2 Story SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes Yes 159 and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Crystal Herman Email not displaying correctly? View it in your browser. 160 04/1312006 02:54 3034990827 PEGGYJESSEL PAGE 01 4RDOF.TNGLLr - 12988 C.R. 4 6 Brighton, CO 80603 BBB OfCe: (303) 659-8D88 ,Fax: (303) 659_1254 ffi Member Customer:WJ WAUIer Address: I 0 1 et.5t. City Dw►ract:t Cell Phos ,lob b�pUorr: [drT1D1Cr E !-Oi��}fs�[e5m,�nt RmmOva tho 91fi$tt7g roof sy$tem d Inste& lea $water banes on ff. aaves, ?.. lmmnowwmdslu a har*rcomp", 3 Raphrce al! tta$trfngs comp(slo. 'tins k' complete roafsystera 9. Install 6 netts per Date: t�lreat Ridge State: CQ Zip: 0"0 -2 (,�03) 71 i-4tJ97 $ ddtad as penei>attars to match ft &,*J81e tutor I*h quat,Yy fI*M saataMs as ne t. d IlOOM ManCnrrer s Warranty on the shhtgke Wortmra<asMp cuanwme, at drip a gutters A magrret rot! wor* area �+b� dy tg an lire gabled and$ cvrAolata. 15. C Bn, haul $ propwiY dasposa ale t orsi ouri aidertayment #a&Wgs In alt va9ays cnmprefe. iB- &Oft P&W fens are naf kwkmod & Ouraljon Storm sidrrgtas cefe- lo for added high wind pmkTtkm. RMLR&S. 7o a sena ^twA ip A & N LLC MANKYOUMRTHE OPPORTU fTY TO SM.ON YOUR ROOPPEDAiR P OjECT. T Kennan 30.J -92L-7221 - hroofin .cam - alr:oofr .com we neredypropose to fumish matertafs and labor, completes, and In accordance with the above speciFrcattons, for the sum of: $11,649.77 Upgrade to the Malarkey LegaCy roof system add: $1,.296.00 umess Dfmn rae spornred In oras Proposal. fUO Payment Is duo seven M *ys aft* parnpiafbn.An Mhrmst &mile of 24% a way be trdded d Otm a tote Fee ONP to .$M.00 11 not e2idwllttktkatft -V da fim» leader r Tom Herman Date: 1 0512612017 Oate: AOMPM g tuts prnpasal a$tahbtos a contract, snbfeci to the spo�c&tws & temts In bM psges (f & 2J !: atr mkd stars date n to exceed B(t days bona Ura lane AdH Roa ft LLC n-#A®a the sighed contract dwnedAgent hes n 72INwrrtght to rosisslan. c-wdFeet Page 1 of — _ a+ire 19 good for 30 trays_ S 3 A i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 141 Job Address: _�u toT— Permit Number: '7 -17u'( , LL u ❑ No one available for inspection: Time AM Re -Inspection required: Yes "io) When corrections have been made, call for re -inspection at 303-234-5933 /� L/'7 Date: Inspector: DO NOT REMOVE THIS NOTICE FOR OFFICE USE 02NLY TM City of re: Wh6at Ldgle COMMUN rT-Y DixELo j, m, N �4d' Building & Inspection Services Division 7500 W. 2e Ave., Whet Midge, CO 80033 Plan Review e : Office; 303-235-2555 Fax: 303-237-5329 Inspection Lire: 303-234-5933 Building Permit it A ation * Please complete all highlighted areas ori bode sides oft is form, , Ino applications may not be pr Property Owner (please print): V r- Phone Property Owner Ercall Mailing Address: (if different than property address) Address. M , i , tote, Zip: Architect/Engineer E-mail; Phone: Contractors City License Phoae� Contractor E-mail Sub Contractors: Electrical„ Plumbing: Mechanical: WR City License # WR City License # Wk City License # Other City Licensed Slab. Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form all apply) 0 NEW COMMERCIAL # #.. ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE: w " RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE #111A # it A.# or REPLACEMENT # A... PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ®# A A O#A # IM A # or M O . # (Describe)- amount Cit Materials to be Used, etc. kJ -1 ' 4,1 �" r c° Sq. RAF Btu's Gallons Amps Squares tither FOR OFFICE USE City of h6a g 7) x Buildings & Inspection Services Division �- 7500 Wf e Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2555 * Fax; 303-237-8929 Inspection Line. 303-234-5933 Building it Application * Please complete all highlighted areas on both sides of this fenn. incomplete ss w�. Property ddre s: troperty Owner (please print): Property Omer Mailing Address (f different than property address) Address: r City. State. Zi Contractor: A: Contractors iii License : Phone*. *. Contractor E-mail Address Stab Contractors: Electrical. Plumbing: , Mechanical: 1ti R, City License .R, {amity License # W.R. City License "ity Licensed Sub: Other City Licensed Sub: City License Complete all information on BOTH sides of this for 22g 0 . (Check all that apply) Q NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEVA RESIDENTIAL STRUCTURE COMMERCIAL ROOFING WINDOW REPLACEMENT (Garage, sled, deck, etc,) (garage, deed, deck, etc.) kIR or REPLACEMENT or REPLACMENT ,1. Yl. Ytlk • • s pin r w y+ .s11111 11 11 jiml-111 111 111 11, 11 $ v, " Ruildina Mvlsinn Valtiatinn! ' . City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235,2855 F: 303,237,8929 4/21/15 Ken Warner 3060 Teller Street Wheat Ridge, Co, 80033 Re: 3060 Teller Street I ani in the process of reviewing your plans to add a master bedroom. I left you a message last weekend to provide me an additional sheet of the I" floor and 2nd floor layout of existing conditions. Once I have this infonnation I can continue my review. If you have any questions feel free to contact me. Kirk Cadotte Senior Combination Inspector/Plans Examiner 7500 W. 291h Avenue Wheat Ridge, CO 80033 Of (303) 235-2850 Fax (303) 235-8929 www.d.wheatridge.coms Michael Abruzzi From: Michael Abruzzi Sent: Friday, March 13, 2015 7:51 AM To. 'Kenneth Warner' Subject- RE: 3060 Teller Street ZMIZ= - -1— —1- -11. 1 11-1 Me a nznt f oil Inem written in yesterday's response letter. First, I am reluctant waive the asbestos report requirement because the engineered floor plan does not show knee -wall construction; therefore, if the engineer can give a side view of the floor framing showing that constructing (I.E., the fl**r is r?Jsei, �-,V*ve the r*1#L?AQ0 *f Oie, existing stryctyre) the fl,#*r 44es M*t afflect existing finishes then I would say an asbestos report is not required. Secondly, include a floor plan of the first and second story showing the existing stair location, hallway access to the new bedroom, and if electrical installation if needed in the halfway, This will give a clear picture as to how the new bedroom addition affects the existing footprint of the house. The floor plan needs to be the same size as the submittal plans. M= Michael Abruzzi Plans Examiner Office Ny C Ay of J10 uNrTY Dmopmt From: Kenneth Warner it ksw53 el. m) Sent: Thursday, March 12, 2015 4:18 PM To: Michael Abruzzi Subject: Re: 3060 Teller Street C 1111 11 �l�illillilli� III I I I A111111 1 111 1 !!1 1 1 !1 i !I NEEMM Ken Wamer On Mar 12, 2015, at 1:51 PM, Michael Abruzzi <mabruzzinaciwheatrid-eeco.us> wrote: ME= I appreciate the quick reply. The information required in item numbers 2 & 3 can be e-mailed to me and I will note them on the plans. Z= Michael Abruzzi Plans Examiner Office Phone, 303-235-2878 From: Kenneth Warner [mail tg_*_s_w L] Sent: Thursday, March 12, 2015 12:37 PM To: Michael Abruzzi Subject: Re: 3060 Teller Street Hi Michael , I just received your e-mail and will try to answer your questions. 1) 1 did not know I needed a asbestos report. I am building on top of a existing structure and not disturbing any existing drywall. I will be adding knee walls on existing walls and then building a structure above. Access from the existing structure is through a existing opening. So there is no disturbance of the existing structure. 2) Can I send a e-mail on my roof ventilation . ? I plan a continuous soffit and ridge vent. 3). The roofing will be architectural asphalt. Will a letter be ok 4) The stairs are already existing. U2M= Ken Warner On Mar 12, 2015, at 10:57 AM, Michael Abruzzi < wrote: noticed deta i Is missing from the plan, which is: 1) Submit an asbestos report prepared by a State of Colorado certified asbestos building inspector(Contact Colorado Department of Public Health and Environment at 303-692-3100) to City of Wheat Ridge Building Department. 2) Roof ventilation; on the plans, add ventilation calculation along with roof and or roof/soffit vent square inches to ensure proper roof ventilation- refer to code Section R806.2 of the 2012 IRC for this information.. 3) Please indicate on the plans what type of roof covering will be installed? Please indicate on the plans. 4) Will stairs be constructed on this project to access the 2nd floor addition? M= Michael Abruzzi Plans Examiner 7500 W 29th Avenue Office Phone: 303-235-2878 Fax: 303-234-2857 22�� w• CONFIDENTIALITY NOTICE: This e -mad contains business -confidential information, It is intended only for the use of the individual or entity named above, It you are not the intended m-cipient, you are notified that any disclosure, copying, distribution, clocuunic storage or use of this communication is prohibited. If you mveived this communication in emr, please notify us immediately by e-mail, attaching the original message, and delete the original message ftom your computer, and any network to which your computer is connectc& Thank you, Michael Abruzzi From: Michael Abruzzi Sent: Thursday, March 12, 2015 1:52 PM To: 'Kenneth Warner' Subject: P.E. 3060 Teller Street I appreciate the quick reply, The information required in item numbers 2 & 3 can be e-mailed to me and I will note them on the plans. M= Michael Abruzzi Plans Examiner From: Kenneth Warner rmail to:ksw52@A9lr Sent* Thursday, March 12, 2015 12:37 PM To: Michael Abruzzi Subject: Re: 3060 Teller Street Hi Michael , I just received your e-mail and will try to answer your questions. 1) 1 did not know I needed a asbestos report. I am building on top of a existing structure and not disturbing any existing drywall. I will be adding knee walls on existing walls and then building a structure above. Access from the existing structure is through a existing opening. So there is no disturbance of the existing structure. 2) Can I send a e-mail on my roof ventilation, ? I plan a continuous soffit and ridge vent. 3). The roofing will be architectural asphalt. Will a letter be ole 4) The stairs are already existing. BEL= Ken Warner On Mar 12, 2015, at 10:57 AM, Michael Abruzzi <mabruzzi(&,,ciwheatddge.co.us> wrote: noticed details missing from the plan, which is: Submit an asbestos report prepared by a State of Colorado certified asbestos building inspector(Contact Colorado Department of Public Health and Environment at 303-692-3100) to City of Wheat Ridge Building Department. 2) Roof ventilation; on the plans, add ventilation calculation along with roof and or roof/soffit vent square inches to ensure proper roof ventilation- refer to code Section R806.2 of the 2012 IRC for this information.. 3) Please indicate on the plans what type of roof covering will be installed? Please indicate on the plans. 4) Will stairs be constructed on this project to access the 2 on floor addition? 7500 W 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2878 Fax: 303-234-2857 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential infonnation. It is intended only for the use of the individual or entity . narnedabove. Ifyou are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited, If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any, network to which your computer is connected. Thank, you, Michael Abruzzi To: ksw53@aol,com Subject: RE: 3060 Teller Street WITCH U It noticed details missing from the plan, which is: 1) Submit an asbestos report prepared by a State of Colorado certified asbestos building inspector(Contact Colorado Department of Public Health and Environment at 303-692-3100) to City of Wheat Ridge Building Department. 2) Roof ventilation; on the plans, add ventilation calculation along with roof and or roof/soffit vent square inches to ensure proper roof ventilation- refer to code Section R806.2 of the 2012 IRC for this information.. 3) Please indicate on the plans what type of roof covering will be installed? Please indicate on the plans. 4) Will stairs be constructed on this project to access the 2 ad floor addition? M= Plans Examiner 7500 W. 29th Avenue Office Phone: 303-235-2878 Fax: 303-234-2857 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential infonnation, It is intended only for the use of the individual or entity named above. If you are, not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of dais communication is prohibited. Lf you tweived this communication in emr, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any netwo6z to which your computer is connected, natal, you. F, 0 I DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10898 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7/25/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3060 TELLER ST Phone : Contractor License No. : 20349 Company : CLE (complete lighting & electrical) Phone : 778-8836 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $2,000.00 I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of reeord; that all measurements shown, and allegations made are accurate; that I have read and ayree abide by all ditions printed on this application, and that I assume full responsibil' for comp h the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh 'd work under this pertnit. (OWNER)(CONTRACTOR) SIGNE DATE~ - ZC Description : WIRE GARAGE Permit Fee Plan Review Fee Use Tax Use: Total $69.25 $0.00 $30.00 $99.25 Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issuetl in accortlance with the provisions sel foM in yopur applicatlon antl is sub7'ecl to the laws of the State of Colo2do and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ortlinances of the Ctty. (2) This permit shall expire if (A) the work authonzetl is not commenced within sizly (60) days from issue date or (B) Me building authonzed is suspended or abandoned for a periotl of 120 days. (3) If this pertnil expires, a new pertnR may be acquired for a fee of one-hal( the amount normally required, provitled no changes have been or will be matle in the original plans antl speGfica6ons and any suspenslon or abandonment has nol racceeded one (1) year. If changes are matle or if suspension or abandonment etls one (1) ear full fees shall be paitl for exce a new permit. y (4) No work of any manner shall be tlone that will change Me natural ilow of water causing a drainage problem. (5) Contrac[or shall notiry the Building Inspeclor lwenty-four (24) hours in atlvance for all inspections antl shall receive written approval on inspection card before Vroceediing with successrve phases of ihe job. (e) The issuan a pertnit gtitne approval of tlrewings and specifications shall not be construetl to be a permit for, nor an approval of, any violation o( the provisions of the bui a efocaR✓other ordinance, law, Nle or regula6on. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Numt.er : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Dat= : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qppLICATio N Property Owner: ~ °roperty Address : 30 6 0 ~Qpti~,~- Contractor License No. : 3`~ q r Company : L E OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distanees pro0osed by this pertnit appliqtion aro aceurate, and do not violate appliwhle ordinances, rules or regulaLOns of the City of Wheat Ritlge or covenants. easements or restnctions of recorC: that all measurements shown, antl allegations made are accurate: Nat I have read antl agree to abitle by all conditions printeC on Nis applicanon, and that 1 assume PoII responsi kr compWnu th Ne Whaat Ridge BuilEing CoCe (U.B.C.) and all other applicable V ~ R~g9qrgi~6r~s5@rk untlerthis perm@. (OWNER)(CONTR4CTOR) SIGNEK- pqTE ZT'-'6-29 Descrip6on Phone: ~ Phone:3c3 d~06j'O-O~j Construction Value p0 o, co Permit Fee : Use Tax : Total : Use BUILDING DEPARTMENT USE ONLY _om_ ;,m___ W,., SIC : Sq. Ft : Aaproval: Zoning : tiuiia n Approval: ' Approval : Oceupancy : Wails : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Piumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expi2tion Date : Approval : (1) Raqulationf aiC Bultlinq GOOe d ~tM IM OMw~wu a~t bM in W0, a00YOUah aM n aiOAet ro M Lw~s ef tM Stau ol CoWraao antl to Oie:annp (2) 7TU oermt fnap eiPin rt(A) tlN wak auMOr~wC e mt~mrm~re0 wmm~~n ~ ~ oNn~nqt of OR Gry. abanOanaE lor a pOnpp p( 120 dryy, a1Y (40) 0rys hom isfye Cate q(8) Ne 6uilEinq auNOnxeC is auspenOeC w 0^9mwpe7WM a~. s new OartR mmp 0O a~s~G /or a M W aI►MaM IM ananrt nam~IH'aO~wW. PrwiEW ro e~onqaa nave Wm a wiu Oe mWe n 1M escNOS on~ 7 ~~~M ~ arttias nol fa~aEatl aM (t) yev. tl quiqas ars m~Ee er p susP~~ x a0tlqamnoM t lYW.MranNaYaPawbranwwpmr, (t) No work Of atry manMf YMN W OWIf tllit Mfi tlWlp OM 11w6Y71 Ibw M "1M fKWV a yynage ppyy, (5) contraaor anau noery uu Buipinp Inaa.emr e.Mt~ (24) Pwws n aevanca ra ae (6) M+tlf wmwM W~WS af tlM1 ~ an0 Wtl rKtiN nritlM~ aOP~'v on wpa~on oN Oekm mew~m a n. appa,a~ ae o°'r.,a Sp.eMfnea,s wn m, ea ewww ro a. pama rar. na. an oowwr a. onr haaeen a ew o~+o+s N9 own aq' aner ormmmno. hw, nft a n.a0on. Chief Building Inspeetor , ?a . . . . < x.~. ,j< . E1 At1$Nfi"~^"1 &"N.,,In .+t3 . .U -t•... , rra1g in.+ r,a .A oe n'.,-.r: tr x : :'.n -0 '.ub:Eer , . DEPARTMENT OF PLANNING AND DEVELOPMENT Building- Permit Number : 10837 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7/13/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 3060 TELLER ST Phone : 237-0261 Contrector License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby eertity that the setbaek distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, ruks or rogulations 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 appliwtion, and that I assume full responsibility for comPliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whfa,t Ridga ordmances, for work undar this pertnit. (OWNER)(CONTRACTOR) SIGNED l" / Pl~ ~ A - ~3 -DO Construction Value Permit Fee Plan Review Fee Use Tax Total $2,500.00 $83.25 $0.00 $62.50 $145.75 Use Description : IMPROVEMENTS TO EXISTING UTILITY/OUTBUILDING: REPLACEMENT WINDOW, INSULATION, DRYWALL AND FLOORING. ELECTRICAL BY SEPARATE PERMIT. BUILDING DEPARTMENT USE ONLY Approval: Occupancy : Walls Roof Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: SIC Sq. Ft. : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This Oeimit was isaued in accortlence wIM Me provisions set Torth in yopur application and is sublect lo the laws M the State M Coloredo and to the Zoning Regulatlons and Builtling Code M Wheat Ridpe, Cobredo or any other appliceble ordinances M the Ciry. (2) Thls permit shall expire rt(A) the work authonzetl Is not commenced within sixty (80) days from issue tlate or (B) Me builtling authonzed is suspended or abandoned for a perio0 of 120 tlaya. (3) If this permlt expires, e newpermit mey beacquired for a fee of one-half the artaunt noimalty requiretl, provided no chanpes have been or will be made in the origlnal plans and speafipdona and any suapension or abandonment has not exceetletl one (1) year. If changes ere matle or if suspension or abandonment exceetle one (7) yeer, full fees shall be paid tor a new permit. (4) No work of any manner shall be tlone thet will change the nalurel Bow of water causinp a dreinage problem. (5) CoMractor shall notly the Buildinp Inspeclor twenty•four (24) houra in advar~ce tor all inspections and shell recelve vrtitten approval on inspection cerd Defore proceetlii~ with successiva oheaes of the (ob. (a) The Issuance ot a permil or the approval of drewings and specifications shall not 6e construetl lo be a permit for, nor an approval of, any vbladon of the provisions M Me buiWing cotles or arry otlier oMmance, law, mle or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : Contractor License No. : T)C'P Co. 30(p0 -T61er Building Permit Number : Date :z"ul y 13) 2000 Phone: 3~~-~3~f-O~~I Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pemit application are acwrate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or wvenants, easements or restrictions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED 0-1~ DATE T/S-00 Construction Value 5-00, Permit Fee : Use Tax : Total : Use : Shof Descriptioner,~eV-.-F-S 'Eo eXiS4i~ ~,~;v~~.o~nt, insi.tloc-~;o~,., d.rywal~ av.~ separa4-e.- ~ er w~i - BUILDING DEPARTMENT USE ONLY SIC : Sq. FL : Approval : Zoning : M 4 MIM Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (i) This pertnit was issued in accordancewith the provisions set forth in yopur application and is sub~ed to the laws of the State of Colorado and [o the`Zoning Regulations and Building Cotle of Wheat Ritlge, Colo2do or any other appliwble ordinances o/ t~e City. (2) This permit shall expire if (A) Ne work authonzetl is not commenced within siMy (60) days from issue date or (B) the building auttiorized is suspended or abantlonetl for a period of 120 days. (3) If lhis pemit expires, a new pertnit may 6e acquired for a fee of one-hal( the amount nortnally required, provitletl no changes have been or will be made in Ne original plans and specificalions antl any suspension or abandonment has not exceetletl one (i) yeac It changes are matle or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permR. (4) No work af any manner shall be done that will change the natural flow of water causing a dreinage problem. (5) Contrector shall nolify the Buildin8 Inspector hventy-four (24) hours in atlvance for all inspections antl shall receive written approval on inspeclion card before proceediing with successive phases ot ihe job. - (6) The issuance of a pemit or ihe approval of drewings and specifications shall not be construed to be a pemit for, nor an approval of, any violation of the provisions of the building wdes or any other ordinance, law, rule or regulaGOn. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-162 Date :1/23/95 Praperty Owner Property Address Contractor License No. Company DCP CO 3060 TELLER ST 17747 Dick's Custom Roofing Phane: 237-5157 Phone: 989 6833 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAify that the setback distances proposed by this permit application are accurete, 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 ayree to abide by all wnditions printed on this application, and that I assume full responsibility fo compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable eat Ri~e ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED.'Z ~ DATE Description : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : a i`-~ , , mo. r IN 11 • NINNNM (1) This permit was issued in accordance with the provisions set forth in yopur application and is sub'ed to the laws o( the State of Colorado and to the Zoning Regulations and Building Cotle ot Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire it (A) the work authorizetl is not commenced within siMy (60) days from issue date or (8) the building authodzetl is suspentled or abandoned for a period o! 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-halt the amount normally required, provided no chanqes have been or will be made in the original plans antl specifications and any suspension or abandonment has not exceeded one (i) year. If changes are made or i( suspension or abandonment exceeds one (1) year, full fees shall he paid for a new permit. (4) No work of any manner shall be tlone that will change the natural Bow oF water causing a Arainage problem. (5) Coniraclor shall notify the Building Inspedor hvenry-foui (24) hours in advance for all inspeclions antl shall receive written approval on inspection card before proceediing with successive phases ot the job. (6) The issuance of a pertnit or the approval of drawings and specifcalions shall not be construed ro be a pertnit for, nor an approval of, any violalion of the provisions of the building wtles or any other ordinance, law, rule or regulation. ,J~z Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : $2,115.00 Permit Fee : $54.00 Plan Review Fee : $0.00 Use Tax : $31.72 Total: $85.72 DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. 234-5933 P.O. sOxs38 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BWLDING INSPECTOR AND RECEIPTED BELOW. JOB ADDRESS 7 y~ OWNER CONTRACTOR T);'~ Ib'Y 01a S WLl ~1K~r9 aVl E. ADDRESS ADDREStS Q S~S'I-~S ST 7T G PHONE ~a7 -ZIPCODE CITY f~-[T'~ wO 0~ ZIP CODE oayZ-~O CONTRACT PRICE $_~q - 9fr~! -In SC'~,"~~ i irFtiaF un /77 ~l7. DATE 3 n vrvc .L' - d❑ Woll❑ Prolecliny❑ OtMr SaDFaee I. 7vPE Groun 2. MATERIAL ❑ ❑ T Tolol Squort FeN Parmit No ElW $IGN$ No 3. ILLUMINATION Yss YDS . . 4. SET BACK FROM PROPERTY LINE N (SOaaify whiah ie front) _ ❑ S_ E ❑ _ W ❑ ❑ Zone_ l+pprovad, loro Inspata Diaopprwed 1. TYPE Solid[:] More TAan 80% ODan❑ Loss Thon 8 0% Open Mei M FENCES MATERIAL 3 SET BALN FROM PROPERTY LINE N (Specity wMicniafront) . _ ❑ S_ E ❑ _ W ❑ ❑ Q Zme_ ApprwW,Zons Inspeeta Disopproved h v t 2 4 G OTHER ~ fJ4h 41 L /I!J! f/) 3 NC ~ . . ORAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTNER STRUCTURE, GIVIAo DISTANCES FROM PROPERTY LINES. (SETBACKS OR VROJECTpNS INCIUDED) i ~ ~ r > ~ ~ SPECIFV NORTH 2~ A STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING T6ADJOINING HOUSES, STREETS,AND PROPERTY LINES;ON IRREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTY lINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THISAPPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLV UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PFRMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. P~UMBING PERMIT TE LICENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSIZE8ILLEGAL i 85M IST 2ND 3R0 4TH N0. RJEI:CirWOnsGo{OIIPropdr E Sda ~.~p. TEMPORARY METER NEW SERVI CE ° AMPS ClASET OWL UB FORCED AIR - BTU HOT WATER BTU STEAM BTU CHANGE SERVICE-AMPS R AIR CONDITIONING-BTU LIGHTING SINN OTMER HEATING POWER SU8-CIFCUITS GARBAGE DISP WATER HEATER REFRIGERATqN SYSTEM Refri sranl Group UTILITY(RANGE,DISPOSER,ETC) AUTO. WASHER PouMs CMr s FIXTURES DISH WASNER AUTOMATIC SPRINKLER SYSTEM WIRING MOTOFtS d CONTROLS FLOOR DRP.IN ELEVATOR SIGN$ URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OlD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES REMARKS I hsreby acknowledqe that this aOPllco- 1i0n n eorrecl and understond ihat I connot start thie project until thia oppli- eation is ap0roveA. I shall comply wifh the lows of Ihe State ot Colorado and to ihe ZoninQ ReQulations ond Buiitlinp Code of the City of Whaoi Ridpe. Any violotion of the obova terma will couee imnmediote revocahon of tnle permii PERMIT FEE I uSE TAX I 3~7~- ~ I TOTAL FEE I$ kS, I APPROVED DISAPPROVED CHIEF BUILDING INSPECTOR,City of Wheat Ridqe Date Issued NOT VAIID CALL 234-5933 24 HOURS IN ADVANCE FORINSPECTIONS Ifonnb-sloneN,. INSPECTION TICKET JOB ADDRESS rr.~9z. ~s~ol DATE: BLDG. PERMIT# ~G7 BUILDING DEPARTMENT 237 • 6944 Ext. 255 CITY OF WHEAT RIDGE PERMIT# BLDG.CONTR SUBCONTRACTOR DATE INSP. REQ TYPE OF INSP. ` a 1" INSPECTION MADE I /V/f/i o ~.iTU-T REMARKS IS F,nsa- C- 0• s t • Correction Notice ) . Job Located at t... t"'C.l.. ..G.:e% 1 have this day inspected this structure and these premises and have found the following violations of City and/or State laws governing same: W.R. FORM 6-19 ~ O . . ~ . 1.,.. f.... ~ ~ .2.:...:~..~~.....~!fi:....C.~?<>~..h..C.f....r..~.~.~.l.:s i ~ 72- r:E......... ?t.~ r? F INSPECTION TICKET .j`.l.s.'.7.....!:.......,: y...... .........:4....... ...i ADDRESS ~ y ,-..a Joe ~J~~ ~~~~1 ST. i ~..~.1..........~....t;.~~~';Y:..7,J.. ;r.......................... mE Z DATE: ,O BLDG. PERMIT# S I O PERMIT# You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. BLDG. CONTR. P ' ` SUBCONTRACTOR DATE INSP. REQ. 1O/'1 TYPE OF INSP. INSPECTION MADE REMARKS W.R. FORM 6-19 ~ , Inspector for Building DeDt. DO NOT REMOVE THIS TAG ~'OPM WP6-E2 DEPARTMENT Of COMMUNITY DEVELOPMENT X 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. h1E92#5107 237-8944 EX7. 255 P.O. BOX 63e CiTY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WNEN SiGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEIOW. JOB ADDRESS CONTRACTOR u ADDRES5 j / Li- CITY. PHONE '7 OWNER PHONE ZIP CODE 9712/ S" r~ONTRACT PRICE $ eS_J~ TYPE Ground❑ 1 Woll❑ Proieetinp❑ 01ntr SaDFaee SIGNS . 2. MATERIAL ILIUMINATION Yas❑ No❑ 3 T ps Total Squars Faaf Elect Permit No . 4 SET BACK FROM PROPERTY LINE N (Speeity which is front) y _ ❑ S_ E ❑ _ W ❑ ❑ . Zona_ . ADDrovM, Zone Inspeetor Dieapproved 1. TYPE Solid❑ Mort Than 80% ODanO MATERIAI Lou TAon 80% Open HNpht FENCES 3 SET BACK FROM PROPERTY LINE N (SDSCify whieh ietront) _ ❑ S_ E ❑ _ W ❑ ❑ Zane_ Apprwed,Zons InsDeeta Disapproved I . 2 OTHER a . DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) ~ SPECIFY NORTH ZIP CODE YU~~ Z LtCENSE NO.1 _L1J_- STREET NAME SFIOW DISTANCES FROM THE MAIN BUILDING TOAOJOINING HOUSES, STREETS, ANO PROPERTY LINES;ON IRREGULAR (ATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. APF'LICATION FC7R PLUMBING, ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL OECOME A PERMIT TO PERFORM THE INDICATED WORN ONLY UPON VALIDATION BV THE BUILDING INSPECTION DIVISION. PEftkSiT WILL EXF`IRE BO DAYS FROM Q4'fE OF ISSUANCE !F WORK IS NOT STAHTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE UCENSE NO. PLUMBING PERMIT STATE LICENSE NO. MECHANICAL PERMIT d.fiiJ?~fW:!?.!iMSEUNDEFISIZEAlLLEGAi FLOOR BSM IST 2N0 3RD 4TH N0. FUEI~CireleOrrGoi0IIP1'opurCwdE Sola Np, TEMPORARY METER NEW SERVICE AMPS WATER CLASET WASH BOWL BATH TUB FORCED AIR - 8TU HOT WATER - BTU STEAM - 8TU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-9TU LI6HTIN6 SINK OTHER HEATING fiARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUI7S UTILITY(RANGE,DISPOSER,ETC.) FI%TURES WATER HE4TER AUTO. WASHER DISH WASHER Refri eront Grou Pounds CMr e AUTOMATIC SPRINNLER SYSTEM WIRING MOTORS 6 CONTROLS FLDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES REMarms " I NPeScd dcG~ G- ,K 4,.it 4'4vx-' PERMIT FEE I hsreby ocknowladQe thot thia ap0lico' fion it eorrect ond undarstond that I USE TAX eannot ftarf this project untit thia oppli- cotion it aDOroved. I sholl comply with TOTAL FEE ihe lawf of the Stote ot Colorodo and to the Zoninp Requtafiona and Buildinp APPROVEI Code of tAe City ot Wt+eat RidQe. Any D*^1sI`RMV violalion ol tne above terma will cauee CHIEF BUILD immediafe revocafion of ihis Dermii. $ _3 ~5 ,City dt Wheot Ridye ~ NOT VALID UNLESS RECE O 7<. tt ~ ~~4-49 Date Issued Aooima.fe sioriew.~ Jd-9_~ CAL1237-8944 EXT.255 24 HOUfiS IN ADVANCE FORINSPECTIONS DEPARTMENT 0F COMMUNITY DEVELOPMENT 7500 wEST 29tn AvENUE BUiLDING INSPECTION DIVISION 237-6944 EXT. 255 P.O. BOX 838 CITY OF WHEAT RIDGE, COLO. THI$ PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BE ~ W. ~ A P CATION FOR MISCELLANEOUS PER~1 > JOBADDRESS 3 L'`/ OWNER : ( CONTRACTOR~1 ADDRESS ~ ADDRESS / PHONE 5~1 CITY o'.~ ZIP CODE 13ONTRACT PRICE $ PHONE LICENSE NO.JJ~7~---- I PERMIT N0. MP92#3320 c 1. ZiP nd ❑ G Wall❑ ProiectinQ❑ Othsr S a D Feee rou 1. TYPE Total Squors Feat 2. MATERIAL ❑ ❑ S T Eleel. Par mit No. SIGNS No ILLUMINATION YeI 3 YD , SET BACK FROM PROPERTY LINE N 4 _ S_- E _ W Zone_ _ ADDr~ed,ZOna lnspeator . (Speeify whieh ie fronl ) ❑ ❑ ❑ ❑ DiwDDraed lid[:] More Thon 80% ODSnCJ S Lest Thon 80% OWn o 1. TYPE HeiQht FENCES MATERIAL N E S W Zone_ Approved,Zons InsDeeta 3 SET BACK FROM PROPER7Y LINE _ ❑ _ ❑ ❑ ❑ DIsoDDrovad (Soecifv whieA is fronl) _ i. OTHER 13. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIhG DISTANCES FROM PROPERN LINES. (SETBAGKS OR PROJECTIONS INCLUDEA) ~ SPECIFV NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUII.DING TUADJOINING MOUSES, STREETS, AND PROPERTV LINES; ON IRREGULAR IATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMfT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DMSION. F'ERMIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !F WORK IS NOT STARTED WITHW THAT TIME. ELECTRICAL PERMIT PLUMBIN6 P/E~RMIT MECHANICAL PERMIT STATE LICENSE N0. STATE UCENSE N0. I/~3 ~0 ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM IST 2N0 3RD 4TH N0. FUEL°CirtlsOM GW plp"'PoM E SWATER CIASET FORCED AIR - BTU N0. HOT WATER - BTU TEMPORARY METER WASH BOWL ~ _ BATH TU8 r STEAM BTU NEW SERVICE AMPS AIR CONDITIONING-BN .-u..irc ccaVlf.F-AMPS SHOWER FI%TURES 9 FEE IPTED UNLESS NOT VAL ~ PERMIT 1 hareby acknowledqe ihot thia aDOIiCo' t 1 h X 5 o tion ia eorrect and understand t 11- USE TA y oonnof stort fhis Droject until ihia opD E $ eotion is apOroved. I aholl comply with TOTAL FE 1M laws of the 5tate of Colorado ane to i APPROVED 66 $ np ths ZoninQ ReQufationa ond Build Code of the City of Wheat Ridpe. Any DISAPPROVED ~ DIN ~ City of Wheat Ridqe INSPECTOR violotion o1 the obove terme wil~ cause CHIEF BUIL , CAL1237-8944 EXT. 255 immediate revocotion of thia Oermit. 24 HOURS IN ADVANCE FORINSPECTIONS ~o~ s~a~C Dafe Issuad-_ DEPARTMENT 0F COMMUNITY DEVELOPMENT 7500 WEST 29th AvENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-8944 EXT. 255 P.O. eox sse CITY OF WHEAT RIDGE, COLO. MP92#3316 THiS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEL'JW. JOB ADDRESS LLL~ = CONTRACTOR ~!A/~t~ L. ~~ll(=r i'" AODRESS lUf91~/9P~ ~~yQf cirv.4 6-/ ziacooe ?l2fa~PHONE LICENSE NO. 1. TVPE Ground SIGNS OWNER ADORESS 3iX0 TEGZ~-~f ST PHONE 72 ZIpCODE Dy' OONTRACT PRICE $ Wall❑ Proieetinp MATERIAL ILLUMINATION Ya❑ No❑ Typs 4 SET BACK FROM PROPERTY LINE N_ (SDeeifv which ia fronfl n I, TYPE OMO S or 0 Foee Tofal SQuore F"t E_ Mon Thon 80% OpsnU li FENCES I MATERIAL 3. SET BACK FROM PROPERTY LINE OTHER 12 3. whieh N_ S_ E_ ❑ ❑ ❑ DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE (SETBACKS OR PROJECTIONS INCIUDEA) INSPECTION TICKET a JOB ~ ~C ADDRESS ~ O G 6 /n 1/ 2 DATE: ` ✓ ~ ~ BLDG. PERMITN PERMITR BLDG. CONTR. J~1'`1 " SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE FEMARKS ! 17a~iG/301'J-f-C STREET NAME SNOW DISTANCES FROM THE M41N BUILDiNG TOADJOINING HOUSES, STREETS / DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. W.R. FORM 6-19 APPLICATION FOR PLUMBING; ELECTRI( THIS APPLICATION WILL BECOME A PERMfT TO PERFORM THE INDICATED WOF PERMIT WILL E%PIRE 60 DAVS FROM DATE OF IS$UANCE !F PERMIT FEE I /S(D-6 ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PEkMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMµryREUNDERSYZE81LlEGAL FLOOR BSM 15T 2N0 3RD 4TM NQ FLEUCircMOne I E Sdor NO• WATER CLDSET FORCED AIR BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - 8TU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISF REFRIGERATpN SYSTEM POWER SUB-CIFCUITS WATER HEATER Retri aranf Cxou UTILITY(RANGE,DISPoSER,ETC.) AUTO.WASHER Poundf CMr e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTOftS 9 CONTROLS FLDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS B RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES 1 hareby acknowledqe ihat fhis applico- tion ia Correct and understond thof I connot sforf this projetf until thia oppli- eotion is approved. I ahall eomply rith ths lowa of the Stote of Colorodo and to ths ZoninQ ReQulationa ond Buildinq Code ofthe City of Wheot Ridpa. Any violation of fhe above terme will cause immsdiate revoeafion of thie permil. AOilieants 9i0nalure USE TAX 3 61d TOTAL FEE $ qJ ✓ CHIEF BUILDIl~g INSPECTOR,City of(VVheat Ridqe Date Issued q-/6 -9 CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. ME92115052 237-6944 ExT. 255 P.O. BOX 5.7e CITY OF WHEAT RIDGE, C0L0. THIS PERMIT VALID ONI.Y WHEN SIGNEO BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. 1 'A.LpPLICATION FOR MISCELLANEOUS P~PTR~f~~t~ IT ~A JOBADDRESS IPlICi Sl.~ OWNER / IIOM CONTRACTOR Y Cf ~ lL~GILnADDRESS ADDRESS S S C 1 /l LhIJ PHONE ZIP CODE ~CITY h-~ • e ZIP CODE 7*7aI ~1z CONTRACT ~PR/ICE,$~ PHONE G~ ~ 3 _ LICENSE NO. 2-( DATE ~.~~L 67 1. TVPE GrounO❑ Woll❑ Proieofinp❑ OMa SaOFeee 2. MATERIAL Total SQuon FNf SIGNS 3. ILLUMINATION Ysa❑ No❑ TYDa n... o....u u.. 4. SET BACK FROM PROPERTY LINE N- S_ E_ -j L (SVecirywhrcniefront) ❑ ❑ 0 INSPECTION TICKET 1. TYPE Solid❑ More Than 80% ODen❑ Lai FENCES MATERIAL 3. SET BACK FROM PROPERTV LINE (SDecify wnich ia front) I. OTHER Z 13. PERMIT FEE NOT VAIID UNLE55 RE /63 4~_ `f- USE TAX 3 62J ~ TOTAL FEE $ ~ p-d -7 ;-:3 q 1 E~ S S eeAPPRg CHIEF BUILDI INSPECTOR,Cityo heatRidqe JOB ADDRESS p- r.C~tZ DATE: BLDG. PERMITN '~SZ I PERMIT# DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHERSTRUCTURE, S (SETBACKS OR PiiOJECT10N5 INCLUDED) BLDG. CONTR. ~ STREET NAME SNOW DISTANCES FROM THE MAIN BUILDING TQAOJOINING MOUSES, STREET DISTANCE TO PROPERTV UNES, NOT MAXIMUM OR AVERAGE DISTANCE, APPLICATION FOR PLUMBING; ELECTR THIS AGPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED W( PFRMIT WII L EXPIRE 180 DAYS FROM THE DATE OF ISSUA SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. INSPECTION MADE REMARKS Z ~ W.R. FORM 6-18 J_., µ ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSIZE8ILLEGAL F1.00R BSM IST 2ND 3RD 4TH NQ FLEUCircIeOMGo{qlROpmr EI Solar Np. WATER QASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CANDITIONING-BTU LIGHTIN6 SINK OTHER HEATiNG GARBAGE DISP REFRIGERATpN SYS?EM PpWER SU9-CIRCUITS UTILITV(RANGE,DISPO5ER,ETC) FI7(TURES WATER HEATER AUTO.WASHER DISH WASHER Relri sront Grou Poundt Chor s AUTOMATIC SPRINKLER SVSTEM WIRING MOTORS 9 CONTROLS FLD(St DRAIN EIEVATOR SIGNS URINAI TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OlD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES I hsreby ccknowledqe thot this aDOlica- fion u co.rect and understane tnot I eannot start tnis project until tnie oppli- ootion is apOroveG. I shall comply with tha lows oi the S1ote of Colorado ond to 1M Zoninp Repulafione and Bmldinq Code of the Gty of Wheat Ridpe. Any viololion of the above ferme will cause immediate revocaLOn of tnls Oermlt N_ S_ E_ ❑ ❑ ❑ Date Issued ~ ~~9 Z~-- CALL 237-8914 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS lieani. V 4fYfa' ?'L ! INSPECTION TICKET JOB ADDRESS ?ULO 'T G//6-;1.. 5)4 /,59f- DATE: BLDG. PERMITX y4 g/ PERMIT# BLDG. CONTR. /15 SUBCONTRACTOR DATE INSP. REQ. TYPE OF INSP. /~fJU ~ /Hn INSPECTION MADE~4 G1~ REMAqKS - , `7 2 ~ INSPECTION TICKET Joe C,~ ~p ~ ADDRESS .~i f) C. C d+..~--V`c~ 6 vz DATE: - 3 BLDG. PERMIT# VW PERMIT# BLDG. CONTR.- C" SUBCONTRACTOR / DATE INSP. REQ. -7 -113 TYPE OF INSP{. ' \ INSPECTION MADE REMARKS W.R.FORM 619 V ~J I 7 2 INSPECTION TICKET JOB ~ ~ ADDRESS 3 a G o DATE: -3 ~2 BLDG. PE MITN PIERMITA BLDG. CONTR._ 0-~--~~~ SUBCONTRACTOR DATE INSP. REQ._~ ~ TYPE OF INSP. INSPECTION MADE REMARKS ~ INSPECTION TICKET JOB ADDRESS 30.06' /4s'7 DATE: BLDG. PERMIT# PERMITM BLDG. CONTR. SUBCONTRACTOR DATE INSP. REO. ~TYPE OF INSP. INSPECTION MADE REMARKS W.R. FORM 619 ! 7500 WEST 29th AVENUE DEPARTMENT OF COMMUNITY DEVELOPMENT 6/_>`1 ~J I 237-6944 EXT. 255 P.o. sox 63e BUILDING INSPECTION DIVISION PERMIT N0. 'T~v CITY OF WHEAT RIDGE, COLO. THIS PERMI7 VALID ONLY WHEN S16NED BY THE CHIEF BUILDING INSPECTOR AND THE MAYOR - CpLL 24 HOURS PRIOR TO INSPECTION TWO SETS OF BUILDING PLANS AND TWO PLOT PLFNS MUST ALCOMPANY THIS f+PPLICATION BUSINESS NAME ,1LCT" C&. - SURVEY REQUIRED REAR PROPERTY LINt w = a o ~ ~ a a w w ~ ~ lN N FRONT PROPERTY LINE 41. SPECIFY NORTH (CIRCLE FRONT) N E S W STREET NAME SHOW DIS7ANCES FROM THE MAIN BUILDING 70 ADJOINING HOUSES, STREETS, f+ND PROPERTY LINES ON ABOVE SKETCH; SHOW LEAS7 DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. LEGAL DESCRIPTION OWNERS NAM CONTRACTOR ME7E5 AND BOUNDS CITY 1 e3~~,~ZIODE ~UUJ lATNO. ~ , BLACK L0T WIDTH~ DEPTH ~ qZ .~g 1 AREA SUBDIVISION ~ S FILING INDICATE THOSE OF THE FOLLOWING OFF-SI7E IMPROVEMENTS NOW E%ISTING: Curb9Gutfer_StreetPovlnp.ysWatsI HAVE ARRANGEMENTS BEEN MAOE TO PROVIDE FOR THOSE NOT NOW EXISTING'YES_N0K ARE THERE ANY SPECIAL ASSESSMENTS AGAINS7 THIS PROPERTY+YES_NOL~ SZnq,Q, Tqyyy~ / EXTERI R M TERIALS~~+yALLS R0A ROOF i ~.-f^~i~se►.. /b~'C/./ si trw STORIES urviia n~~~"•~. - . _ OWNER / CONTRALTOR SIGNATURE OF UNDERS7ANDING ND AGR ENT ER MIT FEE I hereby certify that the obove setback distances shown on fhis Dermit aDDlicafi0n are accurate, and do not violOfs - } ! SE T AX J.% /z re rules or requlations of the City of Wheat Riipe or covenants, eosemente or restrictiona o plicable ordinances a A FEE , p ond allepations made are accurate; that I have read an0 aqree to aEide by all ll measurements shown t h TOT L Z ~ , a a cord; i conditions printed on thia ap0lication, ond ittat I assume full iespo -lity for compliance wi1h t~e Wheat Ridqe NOT VALID UNLESS CEIPT Buildin9 Code (U.BC.) and oll other apD~ita le Wheat RiCge ordinan s~ f r work under ihis Dermit ( W R)(CONTRAL70R) SIGNED DATE_.!7 BUILDING PARTM NT USE ONLY - ,o~ SQ FT COS7 TME PROP R7Y IS PRES NTLY ZONED BASEMENT-RWGH THE PROPoSED USE ( 5) (_IS NOT) ALLOWED UNDER THE ZONING ORDINANCE. !BASEMEN7-FINISHED COMMENTS GRWND FLOOR SECOND FLOOR GARAGE OTHER G COST g OTMER BUILDIN ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE N0. CITY NO. STATE N0. CITY N0. QTY N0. NOTOK) OK)( ( - - PLANS REVIEWEO (_OK)(-NOTOK) PLANS REVIEWED (-OK)(-NOT OK) PLP.NS REVIEWED- NO PLANS NEEDED NO PLANS NEEDED NO PLANS NEEDED ANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE OF PLANS NEEDED PRIOR TO ISSUANCE Oi PI . ELEC7RICAL PERMIL- PLUMBING PERMIT MECHANICAL PERMIT PERMIT ISSUED TO PERMIT ISSUED TO PERMI7 ISSUEO TO PER REOUEST AS PER PLANS NO PER REQUEST AS PER PLANS N0. PER REOUEST AS P£R PLANS N0. AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MY OFFICE AS APPROVED AND ON FILE IN MYOFFICE DO NOT ISSUE PERMIT UN71L CLEARED BY DO NOT ISSUE PERMIT UNTIL CLEARED BY DO NOT ISSl1E PERMIT Ul1TIL CLEARED BY CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR DATE CLEARED BY DATE CLEARED BY DATE CLEARED BY CMIEF BUILDING INSPECTOR CMIEF BUILDING INSPECTOR CHIEF BUILDING INSPECTOR BY BY By ,,.rc . DATE DA7E CONDITIONS: THIS PERMIT WAS ISSUED iN PCCOFDANCE WITH THE VROVISIONS SET FONTX IN YWR PPPLIC4TION ANO IS SUBJECT TO THE LAWS OF THE STPTE OF COLONADU AND i0 THE ZONING REGULATIONS PND BUILDING COOE OF WMERT FIDGE, COLOXADO OW ANY OTHER PPVLICABIE OROINANGES Of TNE GTY. (2) TMIS PERMIT SHPLL E%PBE IF (R) THE WORK AUTHORIZED IS NOT COMMENCED WITMIN SIXtY (60) 0PY5 GPpA ISSUE WTE OR TME WILdNG AUTIWFIZED IS SUSPENOED DA / BANDONED FOR A PE(i100 OF 120 DAYS. (3) IF TMIS VENMIT E%VIRES, A NEW PERMIT MpY 9E PCOUIFED FOR A FEE OF ONE-MRLF THE 4MOUNT NOflMPLLY FEOVIXED, PitWIDED NO CMANBES NPVE BEEN OR YIILL BE MGDE IN THE ORiGINGL PLGNS PND SPEGIFlLPTIONS ANO ANY SUSPENSION Oli ~B~ ONNENT HAS NOT E%CEE OHE (1) YERN~ IF SIISPENSION OF ABPNDONMENT E%CEEDS ONE IIIYEAR, NLL FEES SXAII BE PAID A NEW >EFMIT. NO WOPK OF ANY MANNER SMiLL BE ~ONE THAT WILL OBSTRUCT TME HATURPL F'OER CAUSING i D A1 OE P E CO FON ALL IN E IONS N ~ RECEIVE WRITTEN PPPfiWAL C BUILDING IN CNAN6E3 ~RE M~OE OR If (S) NTRPCtOR SHALL NOTiFY THE BWLDWG INSPECTOR TWENTY-FOUR (291 MOU IN ADV GE INSPECTION GG. D BEF p EEDING WITM SUCLESSNE PH45E5 OF TNE B. ~ PPROVE SPECTOR FOR MAYOR ~ ~ /~~N~ c~~ a~• ~4 92 i~ /Y v 0 _ m rn z O, j~r~ ~ z ~ ~ ~ ` Remrded a[ _ Reception No o'clock M QUIT CLAIM DEED Wheat Ridge, THIS DEED, Made this 12th day of June , 1990 , between THOMAS M. PARRY and DOROTHY C. PARRY of the *County of Jeff2r50❑ and State of Colorado, granroc(s), and whose legal address is 3060 Te1102' Street, Colorado 80215 ofthe county of Jefferson DCP Co., a Colorado general partnership and Stare of Colorado, grantee0Q, WII'NESSETH, That the gran[or(s), for and in wnsideration of the sum o( TEN DOLLARS ($10 . 00 ) dnd other good and valuable consideration-----------------------4)OLEARS the receipt and sufficiency of which is hereby acknowledged, hav2 remised, released, sold, comeyed and QUIT CLAIMED, and by these piesents do remise, release, sell, convey and QUIT CLAIM unto the granteepD, it S *ebx successors and assigns, focever, all the right, tiUe, interest, claim and demand which the grantor(s) hav2 in and m the real property, rogether with improvements, if any, simate, lying and being in the County of Je f f2rSO❑ and State of Cobrado, described as follows: South two acres of west half of Lot One (1), Block Two (2), BARTH'S SUBDIVISION; including all water and ditch rights especially the rigrit to purchase annually 2 inches of water from the Rocky Mountain Ditch Company; also including five shares of stock in The Consolidated Mutual Water Company--- Excepting therefrom, however, the East 125 feet thereof Interfamily transfer for estate planning purposes - no actual consideration. alsoknownbystreetandnumberas: 3060 Teller Street, Wheat Ridge, CO 80215, and 3040-50 Teller Street, Wheat Ridge, CO 80215 TO HAVE AND TO HOLD the same, together with all and singular the appunenances and privileges thereunro belonging or in anywise thereunto appertaining, and all the estate, right, title, inrerest and claim whatsoever, of the granror(s), either in law or equiry, ro the only proper use, benefit and behoof of the grantee(30, it S SU~arhe RESKhs focever. IN WITNESS WHEREOF, The grantor(s) have ezecuted this deed on the da[e set forth above. ~ r RECEPTION N0. 90061171 7i19i90 12:15 5.00 RECORDED IN COUNTY OF JEFFERSON STATE OF COLORADO STATE OF COLORADQ ss. City and I CouNyof DPnveT The folegoing instrument was acknowledged before me this 12 t h day of June by Thomas M. Parry and Dorothy C. Parry My commission expires March 26, a '~S_ "If in DenveS insert "City and." No. 933. Rev. 335. Qurr ccn¢w ueen ,]9 9 2. Wimess my hand and official seal. 1990, A,~ ' /v IL~f/'✓ Notary Public Bradford Poblishing.1943 Wazee SL, Denvec CO 80202 -(303) 292-2500 -]89 I.If ~ OCi.1.`.3k:F Recorded at..:~....... D.__.o'clock........_.M ,w1.4 Reception No 65~.{ ! h+1_... haAe2 ~ W Nlnn+r('N' 1.~~? T ~ R,ecorder. . . - ~ ER'8 STAMP - ZmSDEED, Made this 4tr day oE ^~tc'ep in the year of our Lord one thonsand nine hundred and g', ft .._$ig between ~ 7i'`7r"M i 6-.'0E ."T!i.'~iljT: of the County of ±err fi .nn and State of Colorado, of the first part, and '^701"AS F;3qY ,nO. DO?tC""TY FG.3RY of the Covnty of ,^ei~`ersori and State of Co(orado, of the second part: WITNESSETH, that the said part ;j of the first part, for and in consideration of the sum of Ot:'12T l•'.ii,nl)ie '-"E',_7 - - - - - - ' - - -DOLLARS. -DOCIIMENT4HY1 I e \ ^1 IOOCIIMENTAPY Ir+ o~ r to the said part;j of the first part in hand paid by the said parties of the second part, the receipt whereof is hereby confessed and acknowledged, ha s granted, bargained, sold and conveyed, and by these presents do B s grant, bargain, sell, convey and confirm unto the said parties of the second part, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the following described lot or pazcel of tand, situate, lying and being in the County of ~-effeT'sCri and State of Colorado, to-wit: e 1 ' Srnith +;*7o ac^as oP ce.t Tialf o-~ :,ot 'Jne (7), Bl o^k '"ero (2), ?.i.XV S STTRDTVIS:O?'; . c n•:r~ ~^_~y iL^.: C'r,.p ~.1'1 r.~~E?*.• .nL~. C:.ii,C`1 t''y'l.rG 65r?E3Ci^lly ~he r`L mi+a } 5. . ' ^(-ri:,s of 17nter frc.. ~ne RocYy :'osn±.,'_n Ditch 10orunany; ?lso inc7.so.r.g five ^h^res o£ stoclc i^ ^•';ie G;nso'!.id^ted 111••,~1 ^r-ter - - - - - - - - - - - - - t'%_^.e:!Lii??,' :`n^'8Cn2', !~I7E iI1Ci ].i'c'f.'t E~:r`-'00i - _ _ _ ' _ _ TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issves and profits thereof; and all the estate, right, title, interest, daim and demand whatscever of the said part e' of the firet parq either in law or eqvity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO IiOLD the said premises above bargained and described, with the appurtenances, unto the said parties of the second part, their heirs and assigns forever. And the said part 7' of the firat part, for hex $el ° , '':eT heirs, executors, and administrators do eG covenant, qrant, bargain and agree to and.with the said parties c. ~ of the second part, their heirs and assigns, that at the time of the ensealing and delivery of these presents q-'.P ~.S well seized of the premises above conveyed, as of good, svre, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and ha " good right, full power and lawfvl avthority to grant, bargain, sell and wnvey the same in manner aad form aforesaid, and that the same are free and clear from all former and ot6er granta, bargains, sales, liens, taxes, assessments and incumbrances of whatever kind or nature scever, 04ce^` :-xe? ")r ,GF~ nn,3 „rE•."t2r; und the above bargained premises in the 9uiet and peaceable possession of t6e said parties of the second pazt, their heirs and assigns, against all and every person or persona lawfutly claiming or to claim the whole or any part thereof, the said part ? of the first part shall and wi11 WARRANT AND FOREVER DEFEND. IN WITNESS WI3EREOF the said part Y of the first part lla s hereunto set ~eT hand and seal the day and year first above written. .,o' [SEAL] . - [S EAL ] STATE OF COLORADO, . se. County of 'effeT130ri iFth O ct ob~r The foregoinx instrument was acknowledged before me this day of 39•5G^!{r.'.fred ~ ..ntce 2- son a;•k ~d; ~7 My commis~ipg expiresDeTi6er 2-8' '19r/• Witness my hand a ffici t se . , y n _ e~ ~ . . . . ,.q.• . . L . ' . C_N......~,~~ ~ 9Z1. WABBANTY DS&D-TO Ioini Teosnb. Bredford-Robiawn Pt¢. Co. Mfn. Eohioeon'e Leaat BLnke. 1824-48 8tout St. Dmver. Colorado '6Rb'y aaturnl Denon or yereone here lneert name or names; It by pereon acNn[ ~mPreeentatlve or otticial caPaclty or ae 6ttorney-ln-tut, then lneert name of Pereon as executor, attorney-in-fact or other capacitY or deecrlption ; it by ofTicei of cor- _ _ ..e...e ..r .....w ,.rv ..o.....,fflnera. as ttie nreeldent or other o[fleers of auoh corporatloq naming 1G-Btatutory