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Home My WebLink About6075 W 46th AvenueCity of 7Wheatj�1c91MUNITY DEVELOPMENT City of Wheat Ridge Municipal Building F: 303.237.8929 May 11, 2018 Queen of Vietnamese Martyrs Catholic Church Rectory 6075 W 46th Avenue Wheat Ridge, CO 80033 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit #201600727 (New Single Family) Dear 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 — June 7th — 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 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29t" 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.wheatrid eg co.us City cif Wheat ,igge COMMUNITY DEVELOPMENT www.ci.wheatridge.co.us City of �Wheat idge coMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(i�ci.wheatrid eg co.us or fax to 303-237-8929. Party requesting permit extension: Tr-? l-C—:�2% 5;_1 i 7T A Permit # Zvly cz' 7Z 7 Property Address: r Y Phone # � Z9Z—y6`4_�) Reason for extension request: Email Address:/CUA �, 4A -TA ��"'/ < v 0 Number of days requested: Printed Name: �+� �� Tl/ Signature: a e:- z7z' For office use only This request has Approved by: Denied Extended until: l0 1 d" / Date: l (oaj )1-1 www.d.wheatridge.co.us n ro ti& o z o° pp p G tf (D m i^^n� n R a K H Y m m H Wf..a- �yy 0 r• r. N. it M oN 0 rt ►h Nct z m fD n `a ° m o m p N. E O 0 o n ft m° a vi hd7 0 ro �, to M R o m p 01 0 CD p O (n �. m M R m P. 00 K N (1 a K �^ O 1 o x (D N M W tin o m x J ro 0 a R M m P. m m a r rt N R a E p N z cpt I~+ E� ry C~1 w n y mn p (D (D o 0 m p m y 0 o n y o Y w 11 j CUl D Z (D CD ►� a a w m K a� tj (D �' w n E M ^l Vl K tr1 tG 8 tr y o nm R x " C7 N O O p Y. 0 (Dy N a m m m O tq N p th m° M C H y rn jam, p, M �d C: D °" m " ao N H N n tl n O H F.+ . N q 0 ~' w e o W m o10 Dn x 9: P. o n �O n O ft f7 `I M H n w f1 !-+ Z o " m row d w M w n rt (D " m " • N O R m " m " O coa R x m a m N " � O I W-TW'IJ R �0�,n )1, -Nib �'7 Do Not Pour Concrete Prinr Tn Annrnval of Tha Ohnva Incnactinnc �ect Underground/Slab Inspections Date INSPECTION REQUEST E LINE: (303) 234-5933 L_ Sewer Service (Underground) - Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business da v. Inspector Must :sign ALL Spaces pertinent to this project i 4 Foundation Inspections Date Initials Inspector Comments Monolithic Slab Reinforcement A-0 p Caissons 1-:277-17 l( Concrete Concrete Encased Ground (CG) _ P, Roof P.E. Letter _ Do Not Pour Concrete Prinr Tn Annrnval of Tha Ohnva Incnactinnc �ect Underground/Slab Inspections Date Ins Int alsor Comments Electrical (Underground) r Initials Sewer Service (Underground) - Final Electrical Water Service (Underground) . ; -.`� Plumbing (Below/ in -slab) A-0 Heating (Below / In -slab) 1-:277-17 l( MINT921;n:I+lK•hl • t .r.Ti r."P�If(.'.`IF1:�rdf'.T�7'lJT.Tir.7�1'T.17:1►F1'�e��:T�t�. .. .. Plough Inspections Date inspector Comments Comments r Initials Wali Sheathing - Final Electrical Rocf Sheathing . ; -.`� Lath /Wal! Tie A-0 Rough Electric 1-:277-17 l( Rough Plumbing P, Roof Rough Mechanical _ Gars Piping — Y-27-I� I EL4 Co Not Proceed Without Approval Of Above Rough Inspections —� Rough Framing-�- insulation Drywall Screw/ Nail Final Inspections Date _ I �spector Comments r - Final Electrical r Final Plumbing A-0 Final Mechanical (s - Roof Final Building / Frame _— % i Landscaping & Parking / Planning Dept. 0/107 ' 7 Inspections from these entities should be requests ��--- one week in advance. For landscaping and parking ROW & Drainage / Public Works Dept.- inspections call 303-235-2846. For ROW and drainage 1 inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Fire Inspectlon i Fina Protection Dist "Note: All items must be completed and approved by Planning, Public Works, Fire and wilding before a Certificate � of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy,_ Occupancy Is Not Permitted lentil A Certificate of Occupancy Is Issued Protect This Card From The Weather - City of Wheat R3L Single Family - New PERMI7' - 201600727 PERMIT NO: 201630727 1SSTJFD: 09/07/201G ,OB ADDRESS: 6075 W 46th AVF EXPIRES: 09/07/2017 .JOB DESCRIP!'ION: New single family home - 3,587 sf. with ;ttaC:.ed garage on crawlspace foundation. *** CONTACTS *** OWNER (303)715-3106 ARCHDIOCESE OF DENVER CC (720)870-72 D0 Jan Knib.be 120138 Camerata Homes LLC SUB (303)627-2714 Mark Bioomquist 019484 Stanmark Electric SUB (303)364-8256 Bryan & Jeremy Gray 120139 Road Runner HVAC SUB (303)698-9790 Paul Turner 140226 T's Plumbing & Beating •F** c,.=,.RCEL INFO *** 7.03E CODE: UA / Unassigned USE: ; UBDIVISION CODE: 2405 / BAR.THS, COULEFAN GRANGE, WHEAT BLOCK/LCT#: 0 x*" _EE STjlYARY *** ESTIMATED PROJECT VALUATION: 380,000.00 FEES Tota.',_ Valu_tion 0.00 lan R,,v.L.ie y, Fae 1,909.73 F 'Lax 6,840.00 _Yinit Fee 2,938.05 lin. Review Fee 150.00 125.00 ** TG1AL x 11,962.78 *` CC!!(TIONS *: itt,: ipproved per plans and red -line notes on plans. Must comply with 2012 IRC, 2;:14 T._: and all anplicable City of Wheat Ridge Municipal Codes. Work is subject to field i:,-5-pectisns. Tr. ,i: Owner/G'ontractor is responsible for locating property lines and constructing rlprovement5 according to the approved plan and required development standards. the City is no -1 responsible for inaccurate information submitted within the plan set and any c(�nstruction errors resulting from inaccurate information. A grading certificate letter aild ;_i.. shall be required prior to CO to ensure site has beer. properly graded. For One- or ".wo-family dwellings, the first twenty-five feet (25') of driveway area front the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pa-.Ters or similar. materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. one street tree per seventy (70) feet (or portion thereof) of street frontage to be placed within the front setback prior to issuance of a certificate of occupancy. No .less than twenty-five percent (25%) of the gross lot area and no less than o;:.e hundleu percent (100%) of the front yard shall be landscaped. 11 landsc:_pi..K _hall iia in conformance with Section 26-502 of the Zoninq and DF�ve_lcocme��t 7 ,&_ All � a.:;ie• api::y shall ve installed in accordance with the approved landscape plan pr -or to a landsc::iap'e ee,crcw agreement with financial guarantee in the amount cf 125% of the cost of the installation shall be required. VN: Direct roof drain downspouts as shown on red -lined site plan to protect adjacent properties from stormwater ranoff. A grading certification letter with and ILC with spot els, shall be required prior to C.O. to ensure proper site grading. 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: k"10 Job Address: O 7 W Ll 4 ve Permit Number: gal & ou 72- MID 900-0 oh POST 19L'K r" i 7 CA rL r,) Fcyc A o I h s PE=G'7I ur? S ❑ No one available for inspection: Time )/ C) /PM Re -Inspection required: Yes /�/ When corrections have been made, call for re -inspection at 303-234-5933 Date: G//9w-7 Inspector: GA P DO NOT REMOVE THIS NOTICE A41 �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: gr6l Mq ' Job Address: 75 Permit Number: Wo 6- &i ' ❑ No one available for inspection jime 0 F ` AMFPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:-/d, 03-234-Date:w' o ` 1 7 Inspector: )eA1(3111;4* DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division r' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ` Job Address: 7 5 0) qt1a Permit Number: D o/( 60 Z2 2 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303 -234 - Date: 1 off'/ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line' (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / F 1 Job Address: 7J� Permit Number: 2016eZ2 ❑ No one available for inspection: Time F �L-� AMM s Re -Inspection required: Yes./-Nco When corrections have been made, call ^for re -inspection at 303-234-5933 Date:_40 19"17 Inspector: 6i'Ikw�— 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: -& / ' 1b1w;w9 Job Address: 6c75 Permit Number: %? ❑ No one available for inspection: Time/), D(`,/ AIV'/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: to • '/ 7 Inspector: DO NOT REMOVE THIS NOTICE City of M Wheatidge �MMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`b Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permitsgci.wheatrid eg co.us or fax to 303-237-8929. Party requesting permit extension: :2 4CE O 5M 1 V4 Permit # Zvl t-' c�'' 7z 7 Property Address: o 75� Phone # Reason for extension request: Email Address: 121- _�� Number of days requested: / �S i Printed Name: Signature: J/a e:Z� For office use only This request has Approved by: Denied Extended until: 10° Date: q ( c til )1 www.ci.wheatridge.co.us e ®`✓ CITY OF WHEAT RIDGE r® Building Inspection Division 0000r (303) 234-5933 Inspection line (303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a '__ i O. Job Address: a Permit Number: pwo a"i ❑ No one available for inspection: Time o5 LAM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 1 R Date: �'lnspecr DO NOT REMOVE THIS NOTICE e ` CITY OF WHEAT RIDGE Inspection Division ?;`,rBuilding (303) 234-5933 Inspection line ,(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE rk V Inspection Type:.., Job Address: 420 2 Permit Number:. moi& z w r ❑ No one available for inspection: Time M/'M Re -Inspection required: Yes No) When corrections have been made, call for re-insp ction at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE k CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Fl-� J //Lf 5 Job Address: o7 S W. q6 7""' AVC - Permit Number: 2 o/ G 00-72- -7 t` -V11 r 49V c U.If? roe rP<'17U ❑ No one available for inspection: Time r 0 ; 06 Re -Inspection required: Yes (09 *When corrections have been made, call for re -inspection at 303-234-5933 Date: 2 " /5 `1 Inspector: Uc{ V1, DO NOT REMOVE THIS NOTICE e i .✓:.CITY OF WHEAT RIDGE j Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office --(303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 114 L Job Address: 5 Permit Number: o o ❑ No one available for inspection: Time _ SAM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE Job Truss Truss Type 81601177 P13 Monopitch Sterling Component Systems, Westminster, CO 9-1-2 -1_6-14 1-6-14 --- _--- NOTE: THIS REPAIR IS TYPICAL FOR TRUSSES P13,P24 & P25. N , N Qty Y PI 2 u) Vert(LL) -0.01 2-7 >999 240 MT20 197/144 Job Reference (optional) 1 4.00 12 4x8 3 10 3x4 Ti H1N1 W3 Bt 7 3x6 4x8 9-1-2 6-11-8 6-11-8 M 4.8 8 9 W4 0 6 5 2x4 7 -fig 6 7-1-8 0-2-0 0-3-8 Plate Offsets (X,Y}-12:0-3-4.0-1-1),(3:0-2-8.0-2-0),[8:0-2-12.0.2-0) Qty Y PI DEFL. in (loc) Ildefl Ud PLATES GRIP 9 Vert(LL) -0.01 2-7 >999 240 MT20 197/144 Job Reference (optional) Vert(CT) -0.02 2-7 -999 180 Run: 7.610 s Jan 29 2015 Print: 7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Nov 22 10:35:18 2016 Pagge 1 ID:zC9nf91_09Qv7MSrgSCtpkyGuSC-7QE V(BYBhT16ROBYGBgz9Gw70MyVjt1)dOLvFnyGeud Code IRC2015/TP12014 BCDL 10.0 (Matrix) Weight: 37 Ib FT = 0°k 7.9tH-6 6.11-8 7.1-8 6-11.8 0-2-0 FRAMER CUT OUT 7 1/4" 0-3-8 Scale =1:17.3 FOR LEDGER TO BEAR. axs 4 4.00 12 4x8 3 10 3x4 Ti H1N1 W3 Bt 7 3x6 4x8 9-1-2 6-11-8 6-11-8 M 4.8 8 9 W4 0 6 5 2x4 7 -fig 6 7-1-8 0-2-0 0-3-8 Plate Offsets (X,Y}-12:0-3-4.0-1-1),(3:0-2-8.0-2-0),[8:0-2-12.0.2-0) LOADING(psf) SPACING- 2-0-0 CSI. TCLL 30.0 DEFL. in (loc) Ildefl Ud PLATES GRIP Plate Grip DOL 1.15 TC 0.25 (Roof Snow=30.0) Vert(LL) -0.01 2-7 >999 240 MT20 197/144 TCDL 70.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.02 2-7 -999 180 Rep Stress Incr YES WS 0.07 BCLL 0.0 ' Horz(CT) 0.00 9 Na Na Code IRC2015/TP12014 BCDL 10.0 (Matrix) Weight: 37 Ib FT = 0°k LUMBER- BRACING - TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood Shea ing directly applied or 6-" cc purlins, except end verticals. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly pplied or 10-0-0 oc bracing. WEBS 2x4 SPF 165OF 1.5E MITek recomme s that Stabilizers and required cross bracing be installed OTHERS 20 SPF 165OF 1.5E during truss ore on, in accordance with Stabilizer Installation guide. SLIDER Left 2x4 SPF 1650E 1.5E 4-1-2 REACTIONS. (Ib/size) 2=506/0-5-8 (min. 0-1-8), 9=324/0-1-8 (min. 0-1-8) NOTCH VF,R'P.WM FOR LEDGER, AS SHOWN. Max Horz2=121(LC S) Upli Max Uplifl2=-129(LC 6), 9=-72(LC 12) NAIL ON 3 /4 "x8 "x FULL HEIGHT OSB TO BOTH SIDES OF Max Grav2=532(LC 19). 9=377(LC 19) TRUSS W/ 8d@ 3 "O . C . STAGGERED INFO EA . OF 2 WEBS. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown 11iiffN . 8 NAILS EA. WEB) . TOP CHORD 2-10=-5881151,3-10=-4941160.4-8=-138/278 BOT CHORD 2-7=-291/480 ALL NAILING TYP.FOR EA.SIDE OF TRUSS. WEBS 7-8=-271/447.3-8=-4621281 NOTES - 1) Wino: ASCE 7-10; Vult=139mph (3 -second gust) V(IRC20115)=110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) and C -C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate gnp DOL=1.33 2) TCLL. ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II: Exp C; Partially Exp.: Ct= 1 3) Unbalanced snow loads have been considered for this design. �'n� 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 Gmes flat roof load of 30.0 psf on overhangs non-concurr lr loads t ••@as tS� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. J �~ •• •• 6) ' This truss has been designed For a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide VMA tSePv tom • Q chord and an other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capac os I surface. -° • 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. :n �r3 C 25 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 9 except Gt=lb) 2 9. G • 101 This truss is designed in accordance with the 2015 International Residential Code sections 850211.1 and R802.10.2 and reference stang9rd ANSI/TPI 1 i Q' -O • •� LOAD CASE(S) Standard .1�1. ••• • *agog** og** �`� 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: - lZ ( r -M Job Address: ^ ©7 S W • q T Permit Number: Q 0D 72--7 �. - ;)e, 0 9— t, f ->-- w" ❑ No one available for inspection: Time -2 AM M Re -Inspection required:es No * When corrections have been made, call for re -inspection at 303-234-5933 P r ,! Date: 2--9,-/ Inspector: � •f� 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: FGA Job Address: 6c'75 w• Permit Number: 2-01.4 aC 7 Z 7 41 deck c'i"C24 4- o, or i'A e G, c I SSc° < S A ci 1 e ein . ✓e,, A i,2 5 r . r-0 r/ ❑ No one available for inspection: Time ©.`, A /PM Re -Inspection required: Yes' No When corrections have been made, call for re -inspection at 303-234-593331 7, Date AZ l� Inspector: DO NOT REMOVE THIS NOTICE `1 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: 6 o'7'5- iN • `� Th Permit Number: Z o l 6 0 0 -72 -7 V11 ?rU✓.LrP C7:�c tic.. Lc 11.3 li 5.~�� -Z>jjg4C 50 a-Fi� in rf'-IIJSr-c,P cFt'q � n�ij�dr �1.�5:RL A�G�O✓S ;� r0rr'p,A.,✓'1L_ 41'PrlC I ot -�iG9 i .L Re -Inspection required: S) No *When corrections have bee ade, caii for re -inspection at 303-234-5933 t� 4 Date: r7— Inspector: (.i 44", ' DO NOT REMOVE THIS NOTICE 4, 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` Job Address: `7 5 1,%/ Permit Number: V e R ; 4 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yesto When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE j Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: S, E UZ if Job Address: Permit Number: o r 1 1/�c t4 f '422 r 0\/ P ef F f Lpa C 9 - 1 11, ,�. ``-.--' t@ F"3? d+�3�...a f` � �> J #— � y•�%`'f � Cse.. p`@jc-'( <`'� F:° ❑ No one available for inspection: Time 1 mIpm Re -Inspection required: es No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE L 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: n) 1 5 . hR Job Address: (-137 .S" 4(,-\h V�,\/ . Permit Number: 0 d 1 (� y -) a_7 ❑ No one available for inspection: Time Y,-,) (; V/PM Re -Inspection required: Yes �No) *When corrections have been made, call for re -inspection at 303-234-5933 Date/,-) a -7 Inspector: :f_1 1 �.. DO NOT REMOVE THIS NOTICE FOR OFFICE USE ONL City of Date: Wh6atf�'�jd ic COMMUNury DEVELOPMENT Buildings & Inspection Services Division 7500 W. 29'h Ave., Wheat Ridge; CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan Review Inspection Cine. 303-234-5933 Building er it Application b ��a ideas* coraalalete Off highlighted areas can bath sides at this form. Incomplete applICM10 as may not be processed. ** Property Address: TA - Pro Pro dy t Wrt r• (please print). C f:- Phone: 3 o. �n s - Property owner Email: Mailing address: (if different than property address) Address. I '3 City, Bute„ Zi c:rJ Archlte t(Engine r E-mail: ` 6PLOIC1 QT contractor: �. C0ntr4Ct0rs Glty Llcanse #. Phoney iCOrrtr r,tor E-rrrsll Address. Situ Contract Electrical: Plumbing: Mechanical: W.R. City License # WR City License # W.R,, City License Other`CltyMLicen ed Simi: Other City Licensed Sub - City License #. City, Lic s Complete all infoWa! on on QT°JFj r ide +piath% form 72- 7q f1 jj2 2 t2E (Check all that apply) NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESIDENTIAL ADDITION WINDOW REPLACEMENT , COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shad, deck„ etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR Or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR Or REPLACEMENT .. tTHEF� (Iecrlla) cxum fit maienais to oe used, etc.) M — O t t" f t4 'SrIcKtbo A c�� Stu's p c� L Sq. FULF Gallons L # l Amps 2 001F- 'PAtoc L Squares 47 » &j Roc)[:, Other ��Wh6City, of SINGLE FAMILYIDUPLEX LIC WORKS atR%L`dge BtTILDINGPERMITAPPLICATIONREt,,,IEW Date: Location: ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to co n st ru ct a need ress. Please note the coiriments checked below, located at the above refereadd Drainage: a. Drainage Letter & .Flan required: b, Site drainage/grading plan have been reviewed and art'-- yes No Z-OK refer to Public im , provernents required & to be completed with project: Stipulations, a. street paving/patching- b. curb & gutter' Yes c. sidewalk: Yds No — Completed --/— No — Cortipleted d. Other (spc,cify): Yes No — Completed Yes No — Completed For items not constructed, the amount of funds taken in lieu of construction: $ -4/— Does all existing roadway/alley R.O.W. ineet the standards of the City: If not, what is required? -- — --3L/ yes No If RO.W. is required, lias the d—ecdbe—en—r—eee`civ—.d- ' received: — Yes No (see Note below) 4� / N-01F—E: All deeds must be reviewed and approved prior to issuance Of tile Certiticate of Occupancy, APPROVED- The Public Work's Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Ri�kdnnaatuure��— Mark Van Nattan D—atcYj—� 5. 0 NOT APPROVED- The Public Works Department has reviewed the submitted ovmaterial and does not appre this Permit Application for the stated reason(s): ark, Vary Nattan Bate 6� -4 Stipulations: )Rjt,:�op fnr>Ai.-4 T A Grading Certification Letter fron, the Eng'n' c r -of 'R eco d onip- if Certificate (ILC) shall be required prior to 8 Ile of r I ace 7 ocati the I sua e tle Ce NOTE: ANY DAMAGE TO EXISTING PU13LIC IMPROVEMENTS AS A RESULT OF PROjECT 'D CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMff PRIORTO THE ISSUANCIT, 01-THECERTIFICATE OF OCCUPANCY. Ct�r cif .L IC; W 0 R K City of Wheat Madge Municipal Building 7500 W, 29`'' Ave, Wheat Ridge, CO 80033-8001 I': 303,235,2861 F: 303.235.2857 PUS LIC WORKS DEVELOPMENT REVIEW FEES Date: —7/�� Location of Construction: Purpose of Construction: Single Family —Z -- Commercial Okequired of all projects for document processing) C�rtttter°eia � ttti-tt l�devw Feels Review ofexisting orminimal technical documents. ,,,,.,,,... .._.......$200.00 Initial review' of technical civil engineering documents (Fee includes reviews of the I se and 2nd submittals) . ......... .......... $600 ,00 Traffic Impact Study Review Fee; (Fee includes reviews of the I" and 2nd submittals).,... ......... .......... 500.0 Trip Generation Study Review Fee: .. ......... ......... .....................$200.00 Manual Review rbc SMA Recording Fee.—... .......... ........: $100 00 Multi -Family ad iMKf,+r�� ./► s Each Application will be reviewed by staff grace and rctumed for changes, If after reviewer of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, furtherer reviews of the Application will be subject to the following Resubmittal Fees: esubmittal Fees. 3'd submittal (% initial review fee):,, ........ -- ............ ......... .......::$300.00 `t' submittal (full initial review fee), ... ......... .............................. 600. tl All subsequent submittals: ................... ......... ......... tl,Cti? (Frill initial review fee) REVIEWTOTAL (due at time of Building Permit issuance). w-._..�_� . PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WII_ L BE ADDITIONAL LICENSING D PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WI'I`IIIN I';.iBLI RICsIIT-OF-WAY . wwww aw xEww hest t idse,coms wg� ' fait t t.: w s [s K City of Wheat Ridge Municipal Building 7500 W. 296 Ave, Wheat midge, $0033-8001 : 303,235.2861 : 303,235.2$57 DATED: : 1 SSS: DearContractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy, Prior to any construction commencing, , the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address, If you have any questions, please contact roe at 303.235.2864. Sincerely, David P. Brossman, P.L.S. Development Review Engineer Rev. 06,12014 Address: 5 4 Avex Zoning: Lot Size: sq. Lot Width: Property in the flood plain? J0-10— If Yes, add surveying condition FLD. Type of project (applicable survey conditions in parenthesis): ILC and site plan yes (FND) Maximum Lot Coverage: % Existing Improvement S&V 4V House: sq. ft. Shed: sq. ft, Detached garage: sq ft. Other: sq. ft. Total Existing sq. ft Lot Coverage % if W/in 2' of i in flood DI sq. f. Proposed Improvements: House/addition: Oq SQ. Shed: sq. Detached Garage: sq. ft. Other: sq. ft. Proposed+Existin1 L4 sq. ft Lot Coverage Required Setbacks: FR S --51— S _,R Provided Setbacks: FR S _IE— S –3-L_ R For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add serve ng co dition Maximum Height: 3�; ft. k Maximum Size: sq, ft. Proposed Heig 1 �0 e Zeit: ft. Proposed Size: sq. ft. V/ N Parkland: If the pen -nit is for new construction, have parkland dedication fees been paid? If no, add condition PFEE, notify owner, and notify building division. Streetscape: Does the permit result in any of the following conditions? 0 Construction of new roads 0 Platting of new lots jo New development Ll Additions that increase floor area by 60% or more (see formula) (proposed floor area existing floor area existing floor area If any box is checked... SF/DUPLEX—Is there existing 0 Curb -)4 Gutter 0 -5 -foot sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. AV MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu cif dedication or construction are due at the time the permit is isswed. Melissa Macke From: Melissa Mackey Sent: Friday, June 3, 2016 10.00 AM To: Igarymiller@arc hden.org'; janknibbe@cameratahomes.com'; 'Jack @theabogroup.co m' Subject: 6075 W. 46th Ave. Attachments: 5 1d45 16060309450.pdf I have attached a list of documents (highlighted in yellow) that are missing from the submittal package for 6075 W, 46"' Ave., Archdiocese of Denver. Please let our office know if you have any questions or need additional information. Melissa Mackey Senior Permit Technician 7500 W. 29th Avenue Wheat Rid2e, Colorado 80033 Fax: 303-237-8929 www.cLwheat[LdEe.co.us 41V City of ge UNITY t)MLOPMENT CONFIDENTIALITY NOTICE: This e-mail contains burin ss -confidential infonnation. It is intended only for the use of the individual or entity named above. Ifyou are not the intended recipient, you are notified that any disclosure, copying, distribution, elcem-mic storage or use of this communication is prohibited, Ifyou received this communication in error, plLase notify us immediately by e-inail, attaching the orignud message, and delete the original mc -sage, from your computer, and any network, to which your computer is connected, Thank you, 0 COUE CONSULTANTS Residential Plan Review 3�ffim 05141WR M Floor Plans: Doors & Windows: 4. Providean k t fy 11 required safety glazing. (11308) U�por !!aris�Lighttlon A IIL70111 �K41#1witm.-I * rr 1 Address: Permit #: Date: Contac: Jurisdic Pian # or Model: FS l Pulex 0 Master 0 Repeat Custom OAddition 0 1�f 3�ffim 05141WR M Floor Plans: Doors & Windows: 4. Providean k t fy 11 required safety glazing. (11308) U�por !!aris�Lighttlon A IIL70111 �K41#1witm.-I * rr gfflILM! Braced $hear Walls Min. omit=, , Mechanical Plans: *N/A = Mara-appttcabte Emu= Thefiollowing are the required minimum submittal documents, They must be submitted to the City of Wheat Ridge for review, 1. Elevation drawings of building; typical front, back let and right are required. Label all exterior surface building materials, 2. Provide building heights and dimensions. 1 Provide minimum two building cross sections. Cross sections shall show foundation, floor, and roof sections and shall be dimensioned. A A complete braced/shear wall plan is required and must reference a braced/shear wall schedule at each braced/ hear wall location (R602.10). 5, Braced/shear wall schedule to include anchor bolts, hold downs, studs and spacing, sheathing and nailing (1.6023(1)), (114031.6,4031 A 1). 6. For single-family custom submittal, provide a soils report stamped by a licensed engineer, 7. Provide a complete fully dimensioned and detailed foundation plan. 8. Provide a complete fully detailed floor and/or roof -framing plan (R106). 9, Truss design drawings are required, no later than by rough frame inspection per 8802.10.1.1. 10, Provide the following structural engineering calculations: Lateral, Live, Dead, and Point loads analysis. Retaining wall calculations engineered over 4!. Provide special Inspections per IRC Ch. 17, //J7 /A — 4 110'r, a ccor 0, 11, Provide WAC equipment sizing calculations. Heating and cooling equipment shall be sizedccordance with ACCA Manual 5 based on building loads calculated in accordance with RCCA Manuaij or other approved calculation methodologies (N1103.6). 11 Provide a complete Electrical Plan (IBC 107.2). 13. Provide a single line gas -piping diagram; include all gas burning appliances and BTUs of each appliance, show pipe types, lengths and sizes from gas meter to each branch line and to each appliance (G2413, G2414). -->14. Provide detail showing fixture count developed length, supply and service line size, sanitary fixtures, line size and attachment (including backflows) showing conformance to [PC. A licensed professional may provide an analysis showing size and computations (R106.3). 5. Complete and return REScheck or equal report. Compliance shall be demonstrated by a passing score, (TN1 1021A), General Comments. These comments may or may not oppry to this project, No additional action is required from o plan submittal standpoint on these items, however, the project w#1 be verified to comply with these requirements upon inspection. Building: 1 Provide required natural light and ventilation for habitable rooms (11303). 1 Shower doors shall have safety glazing; hinged shower doors shall open outward, (R308A,S, P2708, 1) 3, Provide and Identify all required safety glazing, (R308) 4Direction of door swing must be shown (11311,12), 5Provide size of each window and type of operation. (R303.1, 3101 A -A) 6, Window & opening flashing per (R703.8). 7Glazing maximum U -factor 0.32 (rN1 102,11). a. Opaque doors separating conditioned and unconditioned space- maximum U -factor 0,35. JN1 102,11) 9, Skylight - maximum U -factor 0.55. Provide manufacture and ICC -ES number. UN1 10211) 10. Gypsum Board applied to a ceiling shall be 1/2' when framing members are 16" o.c, or 5/8when framing members 24' o.c. or use labeled 1/2' sag -resistant gypsum ceiling board (rable R7023.5 (d)). ovide manufacture, model number and 1CBO/ICC/NER Report Number for stucco, roof materials, stone veneer (117017), 12, Provide weather flashing/proofing and exterior wall penetrations/openings per 8703.1, 7012, 7018, 13, Foam plastics shall be separated from attics and crawl spaces (8316.4). 97,j 7 14. Callout exterior materials indudin& stucco system, lath, building paper, foam, and sheathing where required (R703), 15. Provide weep screed and dimensions from soil and paved surfaces (R703,621). 16, Specify on plans, interior wall construction, coverings, and backings for tile and in wet locations (11702-1). 1Address 'alternate braced wall panels'per (R602. 10.6), 2. Provide Wood -Stud wall Engineering Analysis for bearing walls Over 10 Feet High (T R6023 (5)). 3, Show note: Exterior and Interior footings shall bear minimum 18 Inches below undisturbed soil or engineers certified compacted fill (Table R 4031) 4 Reference a complete set of structural details, focitin& stem, turndown, pad footing, post at stem. 5, Framing details shall reffect types of framft members, trusses flat and sloped, I -joists, dimension lumber rafters and any other to be used. 6. Framin,m i^. o accommodate masonry fireplace clearances to combustibles (rable R1 0011). 7Framing members to accommodate mechanical equipment requirements if installed in attic, 1. In areas specified In Section E3901.1,125 -volt, 15- and 20 -ampere receptacles shall be listed tamper-resistant receptacles (E4002.14), 2, Provide minimum 754 high efficacy lamps (N1104,1). 7 A, F & t Do not place gas piping under stab (G2415,14), 2. Provide minimum R-3 insulation to hot water pipes (N1 1034), 3, List all drainage/sewer piping materials (Tables P3002,1, P30014 4Provide low flow plumbing fixtures (P2903.2). 5, Storage -tank type water heaters shall be Installed with a drain pan and drain line (P2801 5), 19 P-0 V5-"� P s'r 1, Comply with insulation requirements, 19V�=tstration requirements. (T.N1102.1.1.) IPV'7 -t percent of the lamps in permanently Installed fighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps, (N1 104,1) than 2.0 cfm, All recessed luminaires shall be seated with a gasket or caulk between the housing and the interior wall or ceiling covering, (N1102.4.4), 5, The building shall be provided with ventilation that meets the requirements of Section M1507 or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that dose when the ventilation system Is not operating. (N1 101% hour, Testing shall be conducted with a blower door at a pressure of 0.2 inches w -g, (50 Pascars), Testing shall be conducted by an approved third party, (BPI or RESNET certified), A written report of the results of the test shall be creation of all penetrations of the building thermal envelope. (N1 102A1.2). Provide Duct tightness testing conducted by an approved third party testing agency (BPI or RESNET certified) and the signed written results shall be submitted to the Code Official prior to the Building Rnal, (N1 103,22). Duct tightness shall be verified by either of the following: A, Post -construction test: Total leakage shall be less than or equal to 4 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 Inches wg. (25 Pa) across the entire system, including the manufacturers air handier enclosure. All register boots shall be taped or otherwise seated during the test M1 601 A B, Rough -in test: Total leakage shall be less than or equal to 4 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the system, including the manufacturers air handler enclosure, Alt registers shall be taped or otherwise seated during the test. if the air handier is not installed at the time of the test total leakage shall be less than or equal to 3 cfm per 100 square feet of condoned floor area. NI 10322 8. Supply and return ducts shall be insulated to a minimum R-8. Ducts in floor trusses shall be Insulated to minimum R-6, (N11012,1), City of Wh6adgc- OTY OF WHFAT RIDGE BUILDING AND INSPECTIOFRVI(-FS DIVISION 7500 W 29th Ave Whot Ridge, CO 80033-8001 p.:3014235. 5.5,f 303.237.9929 Jillsw JI ; 11111 11111111 I III P A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist f the project type and be attached to the Building Permit Application at the time of submissio Applications presented for submission without a completed Proof of Submission form from a requir agency will not be accepted or processed. I Th Project Address; Name of Firm/ Individual submitting documents: -4L� I - " A Project Typel Description: Signature of Firm Representative or Individual: t i I 00 NOT WRTE SMOW THtS POINT - FOR AGENCY M ONLY a duly authorized representative of the agency inWic ed bet , aid do-. by my acknowledge receipt of documents necessary forreview and approval of the project indicated above. (S as Check one) * West Metro Fire Protection o Wheat edge Sanitation District * Arvada Fire Protection o Clear Creek Sanitation District Y Wheat edge Water District o Fruitdale Sanitation District * Consolidat ed Mut ual War er Dist rict o gest ridge Sanitation District * Valley Water District o Ot her a, Denver Water Agency Notes: P Nip Signature: Dar a: dy se6lt ive) �J r I, Proof of Submission for Permitting/ Plan Review copy of this form must be a by sency indicated oPermit» for the project type and be .. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Dat ae Project Address: _ �1 NameofFirm/ Individual submitting documents: � � � Project Type/ Description,' T � r Signature f Firm presentative or Individual � rs NOTPONTO- duly authorized representative of .. Protectionindicated below and d6, by my signature below, hereby acknowledge receipt of documents necesse for review and approval of the project indicated above, 11 o West Wtro Fire o Arvada Rot act Ion o Wheat Ridge District o Consolidat ed Mut ual Wat er Dist rict R o Valley Water istrict o M )c Wheat "<a » Sanitation District Clear+r District Frultdale SanitationDistrict * West ridge ion Dist r , gnat re: � .� � ' ` Date: (Agency Representative) Lin M-1,11MMUMM 5. The drilled piers should be cleaned thoroughly prior to the placement of concret-"' Concrete should be placed in the pier holes immediately after the holes a drilled, cleaned and observed using "drill and pour" construction methods. T concrete should have a slump of 4 to 6 inches. Pier excavations should not left open overnight. I 6. If groundwater is encountered during pier construction, temporary steel casi may be required to prevent groundwater infiltration. Concrete should ha sufficient slump so it will fill the pier excavations completely and not adhere to t sides of the casing while the casing is extracted. If casing is required, t concrete slump should be between 5 and 7 inches. I 7, To prevent the potential for additional uplift forces from the swelling of expansi soils, Sonotube@ or similar concrete form should be used to prevent enlargi (mushrooming) at the top of the pier during pier installation, The form should placed prior to concrete placement. I 8.Shear rings shall be installed in the bottom 6 feet of the pier at 2 foot spacing. This may be accomplished by using an auger toot or tooth projected out of the auger roughening the sidewall of the pier. Please note that final pier size (length & diameter) and reinforcing may change if determined by the structural engineer according to actual structural loads. Ism I M % 11111 -MMUMMEM 23MM =1 Jeffre Jones, RE 11 ow-1011U411111m.-In Rocky Mountain Group RMGP Job No. 13884 1 2 7= 1 i I Load Short Form Entire House (303) 725-8836 info@ EC- Denver, com Camerata Homes Job: 6O75W46th Ave, Wheat... Date: May 18, 2016 By: Enser Consuffing, LLC no Noma'", Rroject Information -77 sign Information', Htg cig Infiltration Outside db 0 95 Method Simplified Inside db (*F) 70 75 Construction quality Semi -tight Design TO 70 20 Fireplaces I (Semi -tight) Daily range - H Inside humidity (%) 50 50 Moisture difference (gr/lb) 62 -43 77-7 -------- Make n/a Trade n/a Model rila AHRI ref n/a Efficiency Heating input Heating output Z90 Actual air flow Air flow factor Static pressure Entire House Or equip loads Equip. @ 100 RSM Latent cooling MM 0 Btuh 0 *F 0 cfm 0 cfm/Btuh 0 in H20 n/a Area (ft2) d 3654 d 1697 d 5350 5350 Iflake n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiercy Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure &&A�_ 4 �-_• mom 36433 3317 39750 0 00019MMO n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0 cfm/Btuh 0 in H2O 0 Htg Ak/F CIg AVS" (cfm) (cfm) 1045 1190 1045 1190 Calculations approved by ACOA to meet all requirements of Manual J 8th Ed. M.wrightsoft, uponor System Design Software 17.0,04 RSU06034 Page I 2016 -May -23 14:55M 46th Ate, Wheat Ridge, CO - Camersta Homes,rup Caic = MJ8 Front Door faces: S Load Form Main F1 System Enser Consulting, LLC (303) 725-8836 Camerata Homes ,into@EC-Denver.com Project Inormatt 1' *rt 6075W46thWheat Date: d By: Enser consulting, ROOM NAME Area Desi n, Informatitoo Flt VF IV ,") S.`" (Bath) Hyl (Stuh) Outside db (*F) 0 95 Method Simplified Inside db ('F) 70 75 Construction quality Semi -tight Design 70 20 Fireplaces is Daily • « 1424 1379 45 95 humidity (%) 50 50 4861 153 MoistureInside i i •: -43 12699 6671 HEATING EQUIPMENT 461 COOLING EQUIPMENT Make Carrier 0 0 Make Carrier 0 Trade A asw Aq 189 667 . • '. CARRIER A, CONDITIONING ii.... • ARI '4 15 Main Mech Cond *Awair. 0 A 0 AHRI ref 0 0 r « A Mfr coil 95 0 0 0 AHRI ref7857958 Powder Efficiency 95.5AFUE 762 333 Efficiency y.. Y >.. Heating input 60000 Btuh Sensible cooling 21862 Btuh Heating output 51000 Btuh Latent cooling 3858 Btuh Temperature Totalii Btuh Actual air flow 1045 cfm Actual air flow 1190 ofm Air flow4 O�032 cfm/Btuh Air flowi 0.069cfm/Btuh Static pressure 0.80 in H20 Static pressure 0,80 in H20 Space thermostat Load sensible heat ratio 100 ROOM NAME Area Htg i load Flt VF IV ,") S.`" (Bath) Hyl (Stuh) (cf ) (c$ Chapel 272 3470 2750 110 190 Crawlspace 18227 6841 390 218 27 Guest SR 5 147 1424 1379 45 95 Kitchen/Dining 459 4823 4861 153 336 Uvingl6ntry 454 12699 6671 404 461 Main Rath 58 0 0 0 0 Main ball 189 667 218 21 15 Main Mech 28 0 0 0 0 Main Stair 95 0 0 0 0 Powder 48 762 333 24 23 Side Entry 77 2158 624 69 43 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2016-h4ay-23 14:55: wrightsoft uponor System Design Software 17,0.04 RSU06034 Pag Main F1 System —d 3654 Other p ul loads �.. Equip. @ 1.00 RSM Latent cooling TOTALS 3654 32843 17226 1045 1190 58€5 1659 18884 tl 38648 18884 1045 1190 Calculations approved by ACOA to meet all requirements of Manual 3 8th Ed. 2016 -May -23 14:55M AKr ' Uponor System Design Software 17.0.04 RS 06034 gage 3 48th Awe, Wheat Ridge, CO - Carnerata Homes.rup Calc : MJ8 Front boor faces. S Load Short Form Upper Enser Consulting, (303) 725-8836 info@EC-Denver.com P'roijact Information,, Job6076 W46th Ave, Wheat Date: r By: Enser Consulting, LLC Calculations • -. by ACCA to meet all requirements of Manual J 8th Ed Htg CIg Infiltration Outside db °F) 0 95 Method Simplified Inside db (°F) 70 75 Construction quality Semi -tight Design TD (°F) 70 20 Fireplaces 1 (Serpi-tight) Daily range - H Inside humidity 50 50 Moisture difference (grlb) 62 -43 HEATING EQUIPMENT COOLING EQUIPMENT Make Carrier Make Carrier Trade CARRIER Trade CARRIER AIR CONDITIONING Model 59SC5A060S17--14 Cond 24ABB330(A,W)-N31 AHRI ref 5039401 Coil CNPV"3617A1.*++TDR AHRI ref 7557955 Efficiency 95.5AFUE Efficiency 10.5 BFR, 13 SEER Heating input 60000 Btuh Sensible cooling 21862 Btuh Heating output 51000 Btuh Latent cooling 3858 Btuh Temperature rise 54 'F Total cooling 25720 Btuh Actual air flow 1045 cfm Actual air flog 1190 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0.80 in H20 Static pressure 0,80 in H2O Space thermostat load sensible heat ratio 1.00 ROOM .SAME Area Htg load Cl g load Htg AVF CIg AVF (ftp) (Btuh) (Btuh) (cfm) (cfm) Bath 1 55 883 284 32 17 Bath 2 53 850 275 31 17 Bath 3 72 865 209 32 13 Guest BR 3 151 2411 2631 88 162 Guest BR 4 211 6145 2973 225 183 Laundry 94 1193 866 44 53 Resident BR 1 246 4720 2942 173 181 Resident BR 2 240 4681 2676 171 165 Study 1 195 2651 2511 97 155 Study 2 184 2630 2109 96 130 Upper Mech 12 0 0 0 0 Upper Stairs/Hall 186 1539 1860 56 114 Calculations • -. by ACCA to meet all requirements of Manual J 8th Ed Upper Fl System d 1697 Other equip beds Equip. @ 1,00 RSM Latent cooling TOTALS ' 1697 28568 19335 1045 1190 5895 1659 21993 0 34373 29993 1045 1190 Calculations approved by RCCA to meet all requirements of Manual J 8th Ed. 2016-Play-2314MM ` r Uponor System Design Software 17.0.04 RSU06034 Page 5 46th Ave, Wheat Ridge, CO - Camerata Homes,rup Calc = MJ8 Front Door faces S Job: 6076W46thAve,Wheat Component Constructions Data: May 18, 2016 IN Enser Consuiung, LLC Entire House By: Enser Consulting, LLC (30 3) 725-8836 info@EC-Denver.com Camerata Homes Project Infortnatioln, Design Conditions' 0 20,3 947 11.1 516 Location: 0.290 Indoor- Heating - ___- ----- ------- - Cooling Denver, CO, US 655 e 147 I;j(;;r temperature (*F) 70 75 2985 Elevation: 5408 ft 4608 s 70 Design TD (T) 70 20 1421 Latitude: 39*N 1159 W 186 Relative humidity (%) 50 so 3766 Outdoor: Heating Cooling 5812 all 462 Moisture difference (gr/lb) 61.7 -415 Dry bulb (OF) 0 95 9373 Infiltration: 12233 s 47 0.290 Daily range (T) - 27 H 947 Method Simplified s 23 0.290 Wet bulb (T) 59 20.3 474 Construction quality Semi -tight n 24 0,300 Wind speed (mph) 1_0u 7.5 21.0 504 Fireplaces I (Semi -tight) a 24 0,300 Construction descriptions Or Area U-valuo Insul R Htg HTM Loss Cig HTM Gain s 61 0.300 fe EWMVT W.*Ffifth atuhm. Ruh muhhy Ruh Walls 0,300 33 21,0 2289 8,41 917 Crawl wall - R-19 cont: Crawl Wall, heavy dry or light damp soil, n 98 0.036 19,0 2.55 249 0 0 concrete wall, r-19 ins, W'thk e 311 0.036 190 2,55 793 0 0 S 190 1036 190 2,55 483 0 0 W 186 0.036 190 Z55 473 0 0 all 784 0,036 190 Z56 1998 0 0 R-25 2x6: Frrn wall, r-25 cav ins, TxTwood frm, 16"o.c. stud n 808 0.062 26k 436 3521 1 A3 1159 e 1086 0,062 25,0 4,36 4733 1,43 1559 a 645 0,062 2&0 436 2811 IA3 925 w 1198 0,062 25.0 4.36 5218 1,43 1718 all 3737 U62 25.0 4.36 16282 1.43 5362 EM Windows W UO2 (4.67 ft window ht, 1 it sep.) W U029 S027: Low -e window, U=0.29, SHGC=0,27 (4,67 ft window ht, I ft sep) W U029 S027: Low -e window, U=0.29, SHGC=0.27; 10 it overhang (4-67 ft window ht, 1,25 ft sep,) Doors FIMILIto 1 n 47 0.290 0 20,3 947 11.1 516 n 59 0.290 0 203 1201 11"1 655 e 147 0.290 0 203 2985 313 4608 s 70 0.290 0 20,3 1421 16.6 1159 W 186 0,290 0 20,3 3766 313 5812 all 462 0.290 0 20.3 9373 26,5 12233 s 47 0.290 0 203 947 11.1 516 s 23 0.290 0 20.3 474 11"1 258 n 24 0,300 3.3 21.0 504 8,41 202 a 24 0,300 3.3 21,0 504 8,41 202 s 61 0.300 33 21,0 1281 8A7 513 all 109 0,300 33 21,0 2289 8,41 917 2016 -May -23 14�55M wrightsoft, Uponor System Design Software 17,0,04 RSU06034 Page I ... 46th Ave, Wheat Ridge, CO - Camerata Homes,rup Cats = MJ8 Front Door faces: s ceillngS R_60 Attic: Attielceiling, R-60 veil ins Floors 20P -30t: Fir floor, fret fir, 12" thkns, r-30 cav ins, amb car 21A -24t: lag floor, heavy dry or light damp soil, 5' depth 2165 0.017 60,0 119 2570 0,54 1158 338 0.035 30.0 2.45 828 OAO 137 1827 0.025 0 135 3197 0 0 2016 -May -23 14:55M wrightsoft" Uporrof System Design Software 17,0.04 RSU06034 Page 2 46th Ave, Wheat Ridge, CO - Camerata Homes.rup Cate = MJ8 Front Door faces: 5 Component Constructions Job: 6075 W 46th Ave, Wheat Date: May 18, 2016 01 Main F1 System By: EnserConsulting, LLC Enser ConsuiVng, LLC (30) 725-8836 infoOEC-Denver,com Camerata Homes P ct Information Walls Crawl wall - R-19 cont: Crawl Wall, heavy dry or light damp soil, concrete wall, F-19 ins, 8"thk EM Windows W U029 5027: Low -e window, U=0,29, SHGC=0.27; 10 ft overhang (4,67 ft window ht, I It Sep.) W U029 5027: Low -e window, U=0.29, SHGC=0.27 (4V ft window ht, 1 ft Sep,) W U029 $027: Low -e window, U=0.29, SHGC=0,27; 10 ft overhang (4V ft window ht, 126 It sep,) 3= n Desi2n Conditions 0.036 19.0 2,55 Location: 0 indoor: Heating Cooling Denver, CO, US 19.0 Indoor temperature (T) 70 75 Elevation: 5408 It S Design TD (T) 70 20 Latitude: 39ON 483 Relative humidity (%) so 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 613 -415 Dry bulb (*F) 0 95 Infiltration: 784 0.036 Daily range (T) - 27 ( H Method Simplified 0 Wet bulb (*F) - Wind speed (mph) 15.0 59 T5 Construction quality Semi -tight 4,36 1997 1 A3 Fireplaces I (Semi -tight) 565 Construction descriptions Or Area U -value Insul R Htg HTM Loss C19 HTM Gain 2418 1,43 if BWhW.'F ftl-*FSWh etuhT fth SWhV fth Walls Crawl wall - R-19 cont: Crawl Wall, heavy dry or light damp soil, concrete wall, F-19 ins, 8"thk EM Windows W U029 5027: Low -e window, U=0,29, SHGC=0.27; 10 ft overhang (4,67 ft window ht, I It Sep.) W U029 5027: Low -e window, U=0.29, SHGC=0.27 (4V ft window ht, 1 ft Sep,) W U029 $027: Low -e window, U=0.29, SHGC=0,27; 10 ft overhang (4V ft window ht, 126 It sep,) 3= n 98 0.036 19.0 2,55 249 0 0 e 311 0.036 19.0 2,55 793 0 0 S 190 0,036 19,0 2,55 483 0 0 W 186 0.036 19,0 2,65 473 0 0 all 784 0.036 19,0 2.55 1998 0 0 n 458 0M2 25,0 4,36 1997 1 A3 657 e 565 0.062 25,0 436 2418 1,43 796 S 451 U62 25,0 436 1966 1,43 647 w 864 0.062 25.0 436 3719 1.43 1225 all 2318 0.062 25.0 4.36 10099 1.43 3326 n 47 0.290 0 20.3 947 11.1 516 a 70 0.290 0 20.3 1421 31.3 2193 S 47 0.290 0 20,3 947 166 772 w 120 0,290 0 20,3 2445 313 3774 all 237 0,290 0 203 4813 28.4 6739 s 47 0.290 0 20.3 947 11.1 516 S 23 0,290 0 20.3 474 11"1 258 n 24 0300 3.3 21.0 604 8.41 202 e 24 0.300 33 21.0 504 8A1 202 S 61 0,300 33 21.0 1281 8A1. 513 all 109 0.300 3,3 21,0 2289 8.41 917 Attic/ceiling, R-60 cell ins 468 0,017 60.0 1,19 556 0.54 250 wright:soft, Uponor System Design Software 17.0.04 RSU06034 2016 -May -23 14:55M 46th Ave. MO eat Ridge, C - Camerata Homes,rup Calc - M38 Front Door faces: S Page 3 Floors 21A -24t: Bg floor, heavy dry or light damp soil, 5' depth 1827 0,025 0 135 3197 0 0 2016 -May -23 14;55:33 wrightsoft Uponor System Design Software 17.0,04 RSU06034 Page 4 46th Ave, Wheat Ridge, CO - Camerata Homes,rup Calc -M,18 FmroDoor faces S Job: 6076 W46th Ave, Wheat Component Constructions Date: May 18, 2016 Enser Consulting, LLC Upper F1 System By, Enser Consulting, LLC (303) 725-8836 info@EC-Denver,com Camera Homes Project Information ««-M fim I I*; I =51WAREM• 11 1 ES Floors 20P -30t: Fir ftvor*n fir. 12"thk,,ts. r-3*_r,7.v iris. 2mb ov. n 59 0.290 P .Psig * n Conditions, 20.3 1201 111 Location. e 77 0.290 Indoor: Heating Cooling Denver, CO, US 2415 S 23 Indoor temperature (OF) 70 75 Elevation. 5408 ft 16.6 386 Design TD (T) 70 20 Latitude: 390N 1321 31.3 Relative humidity 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 61.7 -43,5 Dry bulb (*F) 0 95 Infiltration: Daily range (OF) - 27 H Method Simplified Wet bulb (T) 59 Construction quality Semi -tight Wind speed (mph) 15,0 7.5 Fireplaces I (Semi -tight) Construction descriptions Or Area U -value Insul R Ht9 HTM Loss ------- ---- C19 HTM Gain ff BWhMtl.'F W-'Muh ewhai Ruh RUNfe Bich Walls R-25 2x6: Frm wall, r-25 cav ins, 2"x6" wood frm, 16" o.c. stud n 350 0,062 25O 4,36 1524 1,43 502 e 531 U62 2&0 4,36 2315 IA3 762 s 194 U62 25,0 436 844 1,43 278 w 344 U62 2&0 4,36 1499 1.43 493 all 1419 0.062 25.0 4,36 6183 1,43 2036 fim I I*; I =51WAREM• 11 1 ES Floors 20P -30t: Fir ftvor*n fir. 12"thk,,ts. r-3*_r,7.v iris. 2mb ov. n 59 0.290 0 20.3 1201 111 655 e 77 0.290 0 203 1664 313 2415 S 23 0,290 0 203 474 16.6 386 w 65 0,290 0 203 1321 31.3 2039 all 225 0.290 0 203 4660 24.5 5494 1697 0.017 60,0 1.19 2015 0,54 908 338 0,035 30,0 2.45 828 0.40 137 2016 -May -23 14,55:33 wrightSoft' Uponor System Design Software 17,0.04 RSU06034 Page 5 46th Ave, Wheat Ridge, CO - Camerata f4omes,rup Calc - MJ8 Front Door faces: 5 Project Summary Entire House Enser Consulting, LLC (303) 725-8836 infoGEC-Denver,com Camerata Homes Proiect-Informition Job: 6076 W 46th Ave, Wheat Date: May 18, 2016 By: Enser Consulting, LLC For, 6075 W 46th Ave, Wheat Ridge, CO Notes: - Furnaces derated for elevation (2%/1009 per Carrier) - Ventilation based on ASHRAE 62.2-2013 & outside air (continuous exhaust or OA duct to RA trunk with damper) Design Information, N� Outside db 0 *F Inside db 70 OF Design TD 70 OF Heating Summary O27 Structure 50876 Btuh Ducts 10535 Btuh Central vent (184 cfm) 11610 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 73021 Btuh • 23MMINEM Method Simplifil Construction quality Se• Fireplaces I (Set 11TTTMM WNT-TiMMaltitivig Make n/a Trade rVa Model n/a AHRI ref n/a EM ME I fan- #- M "J�q Outside db Heatincoo lin A Area53N 75 53 Volume (ft -1) 42408 42408 Air changes/hour O27 013 Equiv. AVF (cfm) 190 92 11TTTMM WNT-TiMMaltitivig Make n/a Trade rVa Model n/a AHRI ref n/a EM ME I fan- #- M "J�q Outside db 95 OF Inside db 75 OF Design TD 20 'F Daily range H Btuh Relative humidity 50 % Moisture difference -43 gr/lb Structure 28935 Btuh Ducts 7499 Btuh Central vent (184 cfm) 3317 Btuh Blower 0 Btuh Use gmanufacturer's data y Ratelswinmultiier 1.00 Equipment sensigle load 39750 Btl Structure -1025 Stuh Ducts -575 Btuh Central vent (184 cfm) -4455 Btuh Equipment latent load 0 Btuh Equipment total load 39750 Btuh Req, total capacity at 0.85 SHR 19 ton Make n/a Trade n1a Cond nta cNil n/a AHRI ref n/a Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure &aied".4041111 n/a 0 Btuh 0 Btuh 0 Btuh 0 cfm 0 cfm/Btuh 0 in H20 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A wrightsoft, 2016 -May -23 14�W Uponor System Design Software 17.0,04 RSU06034 pag 46thAue, Wheat Ridge, CO-Carnerataf-fornes.rup Cafc-M,18 Front Door faces: 8 1 0 Project Summary Enser Consuiting, LLC Main F1 System (303) 725-8836 info* EC -Denver. cam Camerata Homes PLoject Info nnAtion Job: 6076W46thAve,"Uheat Date: May 18,2016 By: Enser Consutting, LLC Notes: - Furnaces derated for elevation (2%110W per Carrier) - Ventilation based on ASHRAE 62.2-2013 & outside air (continuous exhaust or OA duct to RA trunk with damper) Design Information, Outside db 0 OF Inside db 70 'F Design TO 70 OF Heating Summary H -998 Structure 32843 Stun Ducts 0 Btuh Central vent (92 cfm) 5805 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 38648 Btuh • Outside do 95 OF Inside db 75 *F Design TD 20 *F Daily range H -998 Relative humidity 50 % Moisture difference -43 gr1lb Structure 17226 Btuh Ducts 0 Btuh Central vent (92 cfm) 1659 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier 1.2 Equipment sensible load 18884 Btl Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces I (Serpi-tight) Structure -998 Btuh Ducts 0 Stun Heatin 095Co I* % Central vent (92 cfm) -2228 0 Btuh Btuh Area (ft2) 36N Equipment latent load Volume (ft3) 25270 25270 Air changes/hour 018 0.14 Equipment total load 18884 Btuh Equiv, AV F (cfm) 119 58 Req. total capacity at 0.85 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER Trade CARRIER AIR CONDITIONING Model 59SC5A060517--14 Cond 24ABB330(� X) -N31 AHRI ref 5039401 coil CNPV*361fAL*++TDR AHRI ref 7857958 Efficiency 95.5AFUE Efficiency 10.5 EER, 13 SEER Heating input 60000 Btuh Sensible cooling 21862 Btuh Heating output 51000 Btuh Latent cooling 3858 Btuh Temperature rise 54 'F Total cooling 25720 Btuh Actual air flow 1045 cfm Actual air flow 1190 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.069 cfm/Btuh Static pressure 0,80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed, 2D16 -May -23 14:55M wrightsoft Uponor System Design Software 17,0.04 RSU06034 Page 2 ... 46th Ave, Wheat Ridge, CO - Camerata Homes,rup Cate = MJ8 Front Door faces: S 0 Project Summary Enser Consulting, Upper F1 System LLC (303) 725-8836 1009EC-Denvencirm Camerata Homes W1 a PrOiect Information, Job: 6075 IN 46th Ave, Wheat D. May 18, 2016 By, Enser Consulting, LLC Notes: - Furnaces derated for elevation (2%1100a per Carrier) - Ventilation based on ASHRAE 62,2-2013 & outside air (continuous exhaust or OA duct to RA trunk with damper) 'Design Information zffl� Outside db 0 *F Inside db 70 OF Design TO 70 OF Heating Summary Daily range H Structure 18033 Btuh Ducts 10535 Btuh Central vent (92 cfm) 5805 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 34373 Btuh 93mm•� Outside db 95 OF Inside db 75 'F Design TO 20 OF Daily range H Relative humidity 50 % Moisture difference -43 gr/lb 7.M3M3Z8= Structure 11810 Btuh Ducts 7525 Btuh Central vent (92 cfm) 1659 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiie 1.0 1 Equipmeni sensigle Idad 20993 BttZ Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Trade CARRIER AIR CONDITIONING Fireplaces 1 (Semi-tig t) Structure -27 Btuh AHRI ref 5039401 Ducts -575 Btuh H ti ea 3n Colin Central vent (92 cfm) -2228 Btuh Area (fl:2) 1699 1 9� Equipment latent load 0 Btuh Volume (W) 17138 17138 Sensible cooling 21862 Btuh Air changes/hour 0.25 0,12 Equipment total load 20993 Btuh Equiv. AVF (cfm) 70 34 Req, total capacity at 0.85 SHR 21 ton Make Carrier Make Carrier Trade CARRIER Trade CARRIER AIR CONDITIONING Model 59SC5A060S17--14 Cond 24ABB330VA,W)*N31 AHRI ref 5039401 coil CNPV*361 AL*++TDR AHRI ref 7857958 Efficiency 95.5 AFU E Efficiency 10.5 EER, 13 SEER Heating input 60000 Btuh Sensible cooling 21862 Btuh Heating output 51000 Btuh Latent cooling 3858 Btuh Temperature rise 54 'F Total cooling 25720 Btuh Actual air flow 1045 cfm Actual air flow 1190 cim Air flow factor 0.037 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0,80 in H2O Static pressure 0,80 in H20 Space thermostat Load sensible heat ratio 1,00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 2016-May-23 14:55:33 wrightsoft, Uponor System Design Software 17,0.04 RSU06034 Page 3 AM — 46th Ave, Wheat Ridge, CO - Camerata Homes.rup Calc = MJ8 Front Door faces� S Right -JO Worksheet Entire • Camerata • Job: 6075 W 46th Ave, Wheat Rid... Date: May 18, 2016 By: Enser Consulting, LLC Calculations gpproved U ACCA to meet all requirements of Manual J 8th Ed VVrghtSoft- Up.... System Design Software 17,0.04 RSU06034 2016 -May -23 14:55M Aft 0 Page 1 — 46th Ave, Wheat Ridge, GO - Carnerata Homes.rup Cato = MJ8 Front Door faces� S Aft Uponor System Design Software 17,0.04 RSUG6034 Pag - 46th Ave, Wheat Ridge, CO - Camersta Homes,rup Cato = MJ8 Front Door faces: S i Right -M) Worksheet Job: 6075 W 46th Aver Wheat Rid».. Casae C%A&UM.9, LL mire House Clete: May 18, 20'16 (30 735 $936 By:. Ber Consulting, LLC s 00 C�oenvar:.eom s # C�ri� eerat Homes 1 Room name Upper PI System 2 Exposed wall 162.6 ft 3 Room height 10.1 Pt d 4 Room dimensions 5 Room area 1696,9 fts Ty Construction U -value Or HTM A (ftI) Load Area Load number (St 'P) (3t ftp} or perimeter (ft) (Stuh) or perimeter Heat C Cross N/PlS Heat cool Gross hltP#S Heat Cool 6 W C - P-19 co 0,049 n Z65 0100 0 0 0 0 R-25 2x6 0.062 n 436 1.43 409 360 1524 502 W U029 S027 T��Door 0,290 n 20.30 11.06 0 0 0 0 W U029 $ 0.299 n 200 71.06 59 0 1201 655 11 U 30 6.300 n 21.00 8.41 0 0 0 0 C - -19 co O.M a 2.55 MOD 0 0 0 0 IP R-25 24 0.062 e 4.36 1.43 609 531 2315 762 W U029 5027 Cr290 a 20.30 31,33 77 0 1564 2415 -0 Door U 30 0.300 a 21.00' 6.41 0 0 0 0 W C - R-19 co 0.040 a Z55 ' 0.00 0 0 0 0 R-25 2X6 0.062 s 4.36 1.43 217 194 275 U029 x027 0,29D s 20.30 11,06 0 0 0 0' W U029 5027 0.290 s 20.30 11.06 0 0 0 0 W 11029 5027 O.290 s 20.30 16.55 23 0 474 386 Door U 30 0.300 s 21.10 8.41 0 0 0 0 W CrM4 R-16 cc 0,049 w 2.56 0,00 i 0 0 0 0 R-2 (6 0062 wt 4.36 1.43 409 344 1499 493 W U029 5027 0.290 w 20.30 31.33 65 0 1321 2039 C R Attic 0,017 - 1.19 0.54 1697 1997 2016 908 F 2OP-30t 0.035 - 2,45 0.40 338 338 826 137 F 21A -24t 0.025 - 1,75 0.00 0 0 0 6 c) AE13 excursion 0 E nvelope loss/gain 135M 8575 12 a) Infiltration 4447 615 b) Room ventilation 0 0 13 1 riternal gains.. Occupants a 230 4 920 Appliances/other 1700 Subtotal Oines 6 to 13) 18033 11810 Less external load 0 0 Less transfer O 0 Redistribution 0 0 14 Subtotal 18033 411810 15 �lLint I 581% 640% 10535 7525 Total room load 19 Air required (cfm) 1045 1990 Aft Uponor System Design Software 17,0.04 RSUG6034 Pag - 46th Ave, Wheat Ridge, CO - Camersta Homes,rup Cato = MJ8 Front Door faces: S i 0 Right -JO Worksheet EOM!, COASUiO.9, LLC Main F1 System (303) Camerata Homes Job: 6076 W46th Ave, Wheat Rid Date: May 18, 2016 By: Enser Consulting, LLC Calculations, app LyAal[L Orements of Manual J 8th Ed. , _Toved,_,,CCAjo-meet,- wrightsoft- 2016 -May -23 14:55:33 Uponor Systein Design Software 17.0,04 RSU06034 Page 3 46th Aie, Wheat Ridge, CO - Carnerata Hornes,rup Colo - MJ8 Front Door faces: S .d- wrightsoft, ty- Worksheet Job: 607 W46thAve, eat Rid Ensxt Ca.SWVnq, LLC ain F1 yst+�... Main �3a�e;. May '9 p 2Q"96 (303) 773 8336 By: Eraser Consulting, LLC Camerete Homes 1 Room name Crawispece Guest 6R 5 2+� Exposed wait 203<5 €t 14,5 ft 3 R 5,0 ft G, h A 101 ftheat/cool: 4 Roorn dinsetsionS 1.0 x 1826,8 ft 1,0 x 146.7 ft Room 1666 f* 146.7 ft' ty Construction 1 Area g n (6t 42) t perimeter (f) (Rtuh) o er (ft) (Stub) Heat Cool Gross N1PtS Heat Cod Gross N1P1S Heat Cool 6 W C - R-19 co 0.049 n 2.55 0.00 98 98 249 0 0 0 0 0 2x6 0.082 n 4,36 9.43 900 100 434 143 0 0 0 0 U029 5027 tiR-25 0290 n 20.30 11,06 0 0 0 0 0 0 0 0 W U029 5027 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 11 Door U 30 O. 300 n 29.00 8.49 0 0 0 0 0 0 0 0 W C m -19 co 0.049 a 255 U0 311 311 793 0 0 0 0 0,; W R-25 2(6 0.062 a 4.38 9.43 0 0 0 0 919 95 415 937 W U029 5027 0.290 e 20,30 31.33 0 0 0 0 23 0 474 739 0 Door U 30 (X300 e 29,00 6.41 0 0 0 0 0 0 0 0 W Craiml air - R«19 co O,049 s 255 0,00 190 190 483 0 0 0 0 0 R-25 2x6 0.062 s 4.36 1.43 8 8 34 11 30 30 132 43 W U029 5027 0.290 s 20.30 11.06 0 0 0 0 0 0 0 0 U09 S027 O.290 s 20.30 11.06 0 0 0 0 0 0 0 0 W U029 5027 U90 s 20;30 16.55 0 0 0 0 0 0 0 0 Door U 30 0.300 s 21,00 8.41 0 0 0 0 0 0 0 0 W C -: R-19 co 0,049 w: 2.55 0.00 186 186 473 0 0 0 0 0 R-25 ZK6 0.062 w 4.36 1.43 126 126 547 180 0 0 0 0 W U029027 0.290 w 20,30 39.33 0 0 0 0 0 0 0 0 C R Attic 0.017 - 1.19 0.54 0 0 0 0 0 0 0 0 F 2OP-30t 0.035 - 0.00 0.00 0 0 0 0 0 0 0 0 21A -24t 0.025 . 1,75 O,OD 1827 9827 3997 0 0 0 0 0 6 c) AED exotrrs3ara -32 -39 Envelope tossigain 6211 3033, 1029 893 12 a) Infiltration 639 87 403 56 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Applianceslother 0 200 S (lines, 6 to 13) 6841 390 1424 1379 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1 390 1424 1379 15 Uact1oads -0°°e 0°a"0 0 0 -00!0 T/8 0 0' Total room load 6841 390 1424 1379 Air required (cfm) 218 27 45 95 .d- wrightsoft, Calculations AWmvj*_tly ACCA to meet all rNuirements, of Manual J 8th Ed. r Right -JO oC S e t Job: 6475 W 46th Ave, Wheat Rid... uEAW Co"SWUtrope ILC art ras +yy� pert' System CYBf J F Date: May 18, 2416 gg sicConsulting, �y: Enser C{�e LLC M.4.v aRfpr`:C•C3CrnM0r'.5a�f Camerata Homes 1. Room narne Kitchen/Dining UvingrEntry 2 Exposed wall 47.5 ft 69.0 ft 3 Room height 10.1 ft heaVood 20,5 ft heaVccd 4 Room dimensions 28.3 x 16.3 ft 1,0 x 453,8 ft 5 Room area 459.1 ft' 453.8 ft' Ty t ion U -vat Or HTM A ' mirnber (Bt . t' -'F) (Bt ftp} or perimeter (ft) (stun) or - (ft) (tuh) Heat cod Gross N/P/S Heat cool Gross N/P/S Heat Cod 6 W Crawl wall -:R-19 co O 49 n 2.55 UO 0 0 0 0 A 0 0 0 R-25 2x6 OM2 n 4.36 1.43 164 141 613 202 61 61 264 87 W U029 5027 0,290n 20.30 11.06 23 0 474 258 0 0 0 0 U029 5027 0,290 n 0.00 0.00 0 0 0 0 0 0 0 0TE�' 14 Door U 30 0,300 n 29,00 8.41 0 0 0 0 0 0 0 0 W CravA we# a;Rffi19co, 0„0419 e 2.55 0,00 0 0 0 0 0 0 0 0 R«25 2x6 0.062 e 4,36 1,4'3 0 0 0 0 1211 402 U029 6027 T 0,290 e 20.30 31.33 0 0 0 0 0 0 0 0 Door U 30 0,300 e 24.00 8.41 0 0 0 0 0 0 0 0 W C raw Wall - R»19 co 0.049 s 2.55 0,00 0 0 0 0 0 0 0 0 2x6 W U0295027 0,062 s U90 s 4.36 20,30 1»43 11.06 30 0 30 0 132 0 43 0 444 47 288 47 1254 947 413 516 14R•25 W U029 5027 O.290 s 20.30 11,06 0 0 0 0, 23 23 474 258 W U029 5027 0,290 s 20.30 16.55 0 0 0 0 47 0 947 772 D Door U 30 0.300 s 21.00 8.41 0 0 0 0 40 40 840 337 W CravA wean - R-19 co 0,049 wr ! 2.55 0.00 0 0 0 0 0 0- 0 0 R-25 2x6 OM2 w 4.36 1.43 285 219 953 314 404 354 1543 508 W U029 5027 O.290 w 20,30 31.33 67 0 1353 2089 50 0 1010 1 C Attic 0:017 - 1.19 0,54 O 0 0 0 468 468 250 F -30t 0.035 w 0,00 0,00 0 0 0 0 0 0 0 0 F 21A -24t 0. 1.75: 0,00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 575 -208 Envelope sf `n 3525 3481 9056 4895 12 a) Infiltration 11,298 180 3217 445 b) Room ventdahon 0 D 0 0 13 1 ritemal gains; Oc s @ 230 0 0 1 230 Apptiances/other MO 1000 Subtotal (lines 6 to 1) 4823 4861 12274 6570 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 425 101 14 Subtotal 4823 4861nt�s 12699 6671 15 Duct t .Oalo MI. 0 0 (A% I 0-/.j ul 0 Tota( room load =48U23 4861 126 9 6671 Air r (cfm) 336 461 Calculations AWmvj*_tly ACCA to meet all rNuirements, of Manual J 8th Ed. r A&- wrightsoft, 2016 -May -23 14:55�33 UpDnor System Design Software 17,0,04 RSU06034 Page 6 46th Ave, Wheat Ridge, GO - Carnerata Homes.rup Calc - MJ8 Front Door faces: S Right -M Worksheet Jots: 6075W46thAave, Wheat Rid.., erose.cons EES, tcc c'1i a�j�SE' [310. May , 2016 pvj 7Z5 says By: Enser Consulting, LLC Garb erata Homes Room trame Main Bath Main Hall 2 Exposed wall 0 ft &8 ft 3 Room height 10.1 ft heaticoot 10. P ft hesticod 4 Room dimensions 9,3 x 6.3 ft 1.0 x 189.2 ft 5 Room area 57.8 ft' 189.2 ft' Ty Construction U -value Or HTM A (ft*) Load A (ft') Load nurriber (Bt ftp -°F) (BtWj or perimeter(ft) (Stun) or pefirrieter (tt) (8tuh) Heat Cool Gross N/P/S H Cool s NIPIS H cool W - R«i9 ca 0 049 n Z56 0.00 ' 0 0 0 0 0 0 0 0 -25 2x5 0: n_ 4.36 1.43 0 0 0 _0 38 14 60 20 W U029 SOV 0.290 n 20,30 11,06 0 0 0 0 0 0 0 0 W U029 6027 0.290 n 0.00 0.00 0 0 0 0 0 0 0 0 11 Door U 30 0,300 n 21.00 8.41 0 0 0 0 24 24 202 W COM wag - R-19 00 0,049 4a 2.55 0.00 0 0 0 0 0 0 0 0 VV R«2 2x6 0I062 e 4.36 1.43' 0 0 0 0 0 0 0 0 tN U09 5027 0. e 20 30 31.33 0 0 0 0 0 0 0 0 Door U 30 U00 e 21.00 8.41 0 0 0 0 0 0 0 0 W cram wall - -19 co 0,049 s '' 2.55 0.00 0 0 0 0 0 0 0 0 R-25 2(0 0.062 a 4.36 1.43 0 0 0 0 0 0 0 0 W U029 5027 0.290 s 20.30 11.06 0 0 0 0 0 0 0 0 U029 5027 0,290 s 20.30 11,06 0 0 0 0 0 0 0 0 W U029 5027 0.290 s 20:30 16.55 0 0 0 0 0 0 0 0 Door U 30 0,300 s 21.00 6.41 0 0' 0 0 0 0 0 0 W C - R-19 co 0,049 w Z55 ' 0.00' 0 0 0 0 0 0 0' 0 R-25 2x6 0,0624.36 1.43 0 0 0 0 0 0 0 0 W U029 S027 O.290 w 20.30 31.33 0 0 0 0 0 0 0 0 CR -60 0.017 - t.t9 0.54 0 0 0 0 0 0 0` F '- 0:035 _ 000 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0,025 - 115 0.00> 0 0 0 0 0 0 0 0 6 of AEC? excursion a"1 -18 Envelope loss/gain 0 0 564 204 12 a) Infiltration 0, 0 102 14 b) Room ventilation 0 0 0 0 13 Internet gains. Occupants Q 230 0 0 0 0 Appliances/other ll' 0 Subtotal (lines 6 to 13) 0 0 667 218 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 14 Subtotal 0 6677 21(85 15 . l . Duct -00/0 vo 0 n0 0 -00/0 n t 0 0/0 0 0 Toth 0 0 667' 218 Air (dm) 0 0 21 45 A&- wrightsoft, 2016 -May -23 14:55�33 UpDnor System Design Software 17,0,04 RSU06034 Page 6 46th Ave, Wheat Ridge, GO - Carnerata Homes.rup Calc - MJ8 Front Door faces: S Right -JO Worksheet Job; .., 6075 Vit 44th Ave, Wheat Rid11 E.W cansuo".14, roc air F1 sty C1ate.. May 16, 2016 003) r<$ 8536 By; Eraser Consulting, LLC rn{4EG D4E5V�f. €Aea amerata Homes 1 Room Penis Main Mach Main Stair 2 Exposed wait 0 ft 7.8 If 3 Room height 10,1 8 coat 101 ft heaVcod 4 Room dintensioris 4.5 x 63 ft 7.8 x 12.3 ft 6 Room area 28.1 fta 94.9 ft2 iyConstruction U -Value Or HTM A (ftp Load A (ft) Load ntan (BtutV t -'F) (tuhtftj or perimeter (ft) (Stuh) or t (ft) (Stull) Heat Cool Gross N/P/S Heat cod Gross NtP1fS Heat cool 6 W C - €f-19 co 0,049n 2.55 0,00? 0 0 0 0 0 0 0 0 R-25 2x6 0,062 n 4.36 1,43 0 0 0 0 0 W Utt29 5027 0,290 n 20.30 11.06 0 0 0 0 0 0 0 0 029 5027 0,290 n 0.00 0.00 0 0 0 0 0 0 0 0 1E Door U 30 0.300 n 21,00 8,41 0 0 0 0 0 0 0 0 V C . R-19 co 0:049 e: 2.55 0.00 0 0 0 0 0 0 0 0 R-26 2x6 0.062 e 4.36 1.93 0 0 0 0 0 0 0 0 tI 5029 5027 t:JD 0, 290 e 20.30 31.33 0 0 0 0 0 0 0 0 Door U 30 0,300 e 21.00 8.41 0 0 0 0 0 0 0 0 §4i CmM wag -R-19 ci> 0,049 s 2.55 0.00 0 0 0 0 0 0 ': 0 0 R-25 2x6 _ 0.062 s 4, 36 11,43 0 0, 0 0 0 0 0 0 W U029 6027 O.290 s 20.30 11.06 0 0 0 0 0 0 0 0 U029 5027 O.290 s 20,30 11.06 0 0 0 0 0 0 0 0 W U029 5027 O,290 s 20.30 16,55 0 0 0 0 0 0 0 0 Door U 30 0.300 s 21.00 8.41 0 0 0 0 0 0 0 0 W CroM wag - R-19 co 0 (i4:s W 2,66 0.00 ' 0 0 0 0 0 0 0 0 R-25 2x6 0.062 w 4.36 1.43 0 0 0 0 78 78 341 112 t1i± U029 $027 O,290 w 20.30 31.33 0 0 0 0 0 0 0 0 C Atttc 0.017 - 1119: Q64 0 0 0 0 0 0 0 0 F 2OP-30t 0. 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -24t 0 1.75 0,00 0 0 0 0 0? 0 0 0 6 c) AE10 excursion 0 -11 E rivelope tossIgain 0 0 341 102 12 a) Infiltration 0' 0 212 29 b) Room ventilation 0 0 0 0 13 Intenlal gains: Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (fines 6 to 13) 0 0 553 131 Less extemial load 00 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -553 -131 14 Subtotal 0 0 0 0 15 Duct loads 0 0 0 0 Total 7 0 0' 0 0 Airy (cfm) 0 0 0 0' Calculations apEoved,U ACOA to meet all requirements of Manual J 8th Ed. ! gtit 2096-htay-2314:55;33 Uponor System Design Software 17.0,04 RSU06034 Page 7 46th Ave, Wheat Ridge:, CO - C'amerata Homes.rup Colo = MJ8 Front Boar faces: S Main F1 System Camerata Homes Job: 6075 W 46th Ave, Wheat Rid •. May 18, 2016 By: Enser Consulting, LLC AftAA- wrightsoft, 201&May-23 14:55A k Uponor System Design Software 17.0.04 RSU06034 Pag — 46th Ame, Wheat Ridge, CO - Carnerata Homes.rup Calc - MJ8 Front Door faces: S i IN Right -JO • Ense, C—u--9, UC Upper Fl System (303) 72S-8036 Camerata • ♦ 6075 W 46th Ave, Wheat Rid Date: May 18, 2016 By: Enser Consulting, LLC ININWO INEMP-3351 A -f- wrightsoft, 2016 -May -23 14:5513 Uponor System Design Software 17.0.04 RSUG6034 Page 9 ... 46th Ave, Wheat Ridge, CO - Camerata Hornes,rup Calc - MJ$ Front Doorfaces: S Right -JO Worksheet Job: 6076W46th Ave, Wheat Rid... 11 Date: May 18,2016 F -Ser Consuffi-Q, LLC Upper F1 System (3031 72S 8838 ,af**K-Den,ve, cam Camerata Homes sy: unser Consulting, LLC Aft-Pio- wrightsoft, Uponor System Design Software 17.0.04 RSU06034 2016 -May -2314:55:33 Page 10 ... 46th Aue, Wheat Ridge, CO - Camerata Homes.rup Calc = MJ8 Front Door faces: S Right-JO Worksheet Job: 6075W46th Ave, Wheat Rid... 0 Date: May 18, 2016 EA.- CO-41U.9, LLC Upper F1 System taco)725-8836 By: Euser Consulting, LLC Camerata Homes Calculations appLoved by ACCA to meet all-requirements.of m2nual J 8�h Ed -14- wrightsoft, 2016 -May -23 14�55:33 Uponor System Design Software 17.0,04 RSU06034 Page 11 — 46th Ave, Wheat Ridge, CO - Camerata Homes.rup Cate - MJ8 Front Door facee� S Ff�4 NM Job: 6076 W46th Ave, Wheat Rid Date. May 18, 2016 By: Enser Consulting, LLC —Calcu-tatigpA_awo�vO..,OY�AQ��A.-19,.Mq* 41 • 2016 -May -23 14:55A wrightsoft, Uponor System Design Software 17,0,04 RSUG6034 Page 46th Ave, Wheat Ridge, CO - Camerata Homes,rup Calc - MJB Front Door faces: S I 13 Right -JO Worksheet E.Sff COASOP(1.9, LLC Upper F1 System (�t) 725 '8836 WOOEC-oenwcom Camerata Homes Job: 6075 W 46th Ave, Wheat Rid... Date: May 18,2016 By: Enser Consulting, LLC FREI wrightsoft, 2016 -May -23 14�55:33 Uponor System Design Software 17,0.04 RSU06034 Page 13 46th Ate, Wheat Ridge, CO - Camerata Homes,rup Cate - MJS Front Door faces: S 41- wrightsoft, 2016 -May -23 14�55:33 Uponor System Design Software 17,0.04 RSUG6034 Page 14 - 46th Ave, Wheat Ridge, CO - Carnerata Homes.rup Cato - MJ8 Front Door faces! S Right -JO rk Job: 6075 W46th Ave, Wheat Rid11 Enxsa cw sutdnq, LLC / ! ste D.,. ate: � � y t�"�6 1301) 33s-8836.. By:: Sneer Consulting, LLC 4n9aEt•iienvur.sarn Gamerata Homes 1 Room name Study 2 Upper Mach Exposed wall 15.0 ft O ft 3 Room height 1O„ 1 ft heat/cod ft cool 4 Room dimensions 1.0 x 193.0 it 3.5 x 3.5 ft 5 Room area 193.9 ft' 12.3 W Ty Constniction U -v aaa tir NTM Area (rte) L (ft) Load mimber(Otuiv ? (Btuh/ft� arpeOrneter (tt) (Stun) or pennneter (it) (Otuh) Heat Cool Gross NINE Neat Cod Gr ss NIPtS N Coot 6 W C - R-19 ad ; 0.049n 0,00 0,00 0 0 0 O 0 0 0 0 R-25 2x6 0.062 n 4.36 1.43 0 0 0 0 0 0 0 0 W U029 1027 0.290 n 0.00 0.00 0 Ci 0 0 0 0 0 0 W U029 5027 0.290 n 20.30 11.09 0 0 0 0 0 0 0 0 91 C U 30 0. n 0.00 0.00 0 0 0 0 0 0 0 0 W C - -19 co 0,049 a 0,00 0,0 0 O 0 0 0 0 0 0 R-25 2x6 0.062 a 4.36 1.43 121 98 426 140 0 0 0 0 W U029 S027 0.290 a 20,30 31.33 23 0 474 731 0 0 0 0 Door U 30 0. 300 e 0.00 0.00 0 0 0 0 O 0 0 0 W C - R-19 CO '- 0,049s 0100 0,00 0 0 0 0 O 0 0 0 R-25 Z(6 0,062 s 4.39 1.43 30 30 132 43 0 0: 0 0 W U029 5027 0.290 s 0,00 0.00 0 0 0' 0 0 0 0 0 W U029 5027 0,290 s 0.00 ROO 0 0 0 0 0 0 0 0 W U029 5027 0,290 s 20.30 16.55 0' 0 0 0 0 0 0 0 Door U 30 O.300 s 0.00 a00 0 0 0 0 0 0 0 0 W C R«19 co 0,043 w 0.00 0.00 0 0 O 0 0 0< 0 0 R-25 2x6 0.062 w 4.36 1,43 0 0 0 0 0 0- 0 0 W U029 SOV 0.290 w 20.30 31.33 0 0 0 0 0 0 0 0 C Attic ' 0:017 - 1.89 0.54 984 '194 218 99 12 '- 12 1 7'< F _, 0.035 245 O.40 0 0 0 0 0 0 0 0 F 21A.24t 0:025 - CLOD 0,00 O 0 O 0 0 `,< 0 0 0 6 c) AED excursion -32 m1 Envelope loss/grin 1250 982 15 6 1 ' a) hifiltration 410 57 0 0 b) Room ventilation 0 0 00 13 1 riternal gains: Occupants @ 230 0 0 0' 0 Appliancestother 250 0 Subtotal (lines to to 13) 1660 1289 is 6 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redist6bution 0 0 -15 -6 14 Subtotal 1660 1288 0 0 95 butt loads 59°fv 64°f 970 821 fa t`4 Total room lead 2630 2109 O 0 Air required (arm) 130 0 0 41- wrightsoft, 2016 -May -23 14�55:33 Uponor System Design Software 17,0.04 RSUG6034 Page 14 - 46th Ave, Wheat Ridge, CO - Carnerata Homes.rup Cato - MJ8 Front Door faces! S Right -JO Worksheet Job: 6076 46th Ave, Wheat Rid [I Date: May 18,2016 Enser coowwq' ILc Upper F1 System (303) 71S-O9By: Enser Consulting, LLC com Cameratia Homes Calculations qmroved by ACCA to meet all req uirements of Manual J 8th Ed. wrights<>ft-, 2016 -May -23 14:55:33 Uponor Systern Design Software IT0,04 RSU06034 Page 15 46th Ate, Wheat Ridge, CO - Carnerata Hornes.rup Cale - MJ8 Front Door facm S I I . . . . . . . . . . . . . . . . . . . . . I I mwPI—qqq p—do"M woolk.—"= Architecture MateriaIT—Te—st-F7 Structural Forensic Geotechnical Civil/Planning ROCKY MOUNTAIN GROUP # Queen of Vietnamese Martyrs Catholic Church 4655 Harlan Street Wheat Ridge, CO 80033 Respectfully Submitted, Rocky Mountain Grou 'U Jeffrey Jones, P.E. 6 Geotechnical Project Engineei Southern Offiee: Central Office. Northern Offive. Monument- 719,488,2145 ("'Olorado spring", CO K'N 18 Englewood, CO 80112 E ans, CO 80620 Woodland Park- 71a 687.6077 719.549,000 303,688.9475 970.330,1071 Erbil/Kurdistan Iraq- 0750 192 99 44 Ulaantraatar, Mongo)W 976 99 106671 vI,ww,rtngengiot,ers.cotn I'lo IiIii The parties specifically agree and contract that the purpose of this soil investigation is to test, analyze, and report on the condition of the soils encountered only as these tests pertain to the suitable design and construction of an appropriate foundation for the proposed building and/or residences to determine the load bearing capacities of the soil. The parties specifically agree that RMG Engineers Group has not been retained nor will they render an opinion concerning environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site. This report summarizes the results of data obtained during a soils investigation of 6075 West 46 Ih Avenue, Wheat Ridge, Colorado. Two exploratory soil borings were completed on December 2, 2013, The purpose of this investigation is to develop pertinent geotechnical engineering properties for foundation design for the proposed construction of a single-family residence (rectory). Other aspects relating to the proposed construction are presented, 2 RM G - Rocky Mountain Group Job No, 138841 61�r ♦ '; t The foundation design may consist of a reinforced concrete stem wall supported on a continuous spread footing of a size determined by the foundation engineer. A maximum allowable bearing strength of 800 psf for shall be used for elements resting directly on undisturbed native sand soils. Footings shall be placed below organics and not bear on wet or frozen soil, Equivalent fluid pressures of the onsite soil, assuming level, drained conditions, may taken as 45 pcf active and 250 pcf passive. These values are based on literature a were not established by site-specific laboratory sample analysis of shear strength. If stab on grade floor movement due to settlement is not acceptable, finished room flo areas supported on a structural floor system over a properly ventilated crawl space ar should be considered. I Alternative Option Footings Placed on Over Excavated and Compacted Materials: Due to the low density soil we are providing this alternative to increase the maximum bearing pressure if desired. The foundation may consist of spread footings resting on over -excavated and replaced materials. The depth of the over -excavation sha!l extend at least 4 feet below bottom of footing elevation and 4 feet beyond the exterior perimeter of the foundation footprint. The replaced material shall be equivalent to CDOT Class 1 structural fill or Class 5 or 6 Road Base and may not include the original material from the excavation. Compaction of the structural material shall be to be at least 92% modified Proctor density (ASTM D-1557), See the Compaction section of this report for details. Compaction shall be tested by the Engineer in 8-10 inch lifts. The potential for foundation movement is considered low if this method is used. Maximum allowable bearing strength of the soil shall not be taken as greater than 2,000 pounds per square foot for elements resting on properly compacted structural fill. Equivalent fluid pressures of the native soil, assuming normal consolidation, may be taken as 45 pcf active and 250 pcf passive. These values are based on literature and were not established by site-specific laboratory analysis of shear strength. A component document to this report will be an Open Excavation Letter that will be produced after the Open Excavation Observation, which is not billed with this report. The purpose of the Open Excavation Letter is to determine whether any significant variation from this report and the observed condition exists and whether the foundation design will require modification. We have assumed the soil in the foundation area will be similar to that which was observed in this initial investigation. However, variations across the test borings and site RMG - Rocky Mountain Group Job oto. 138841 can and do occur, Therefore, it is required that a qualified soil engineer inspect 00 completed foundation excavation prior to the placement of any foundation component determine whether any significant variation from this report exists and whether t foundation design will require modification. Please contact this office a minimum of hours in advance to schedule a representative to observe the completed excavation. open -excavation observation is not included as part of the soil report and is subject to inspection fee. Failure to obtain this required inspection prior to placement of foundati elements renders this report and its recommendations null and void. I Depth of foundation elements shall be determined by the foundation engineer, but should beat least as deep as the minimum depth required by the governing building authority, Concrete slabs (if applicable) shall be free floating and isolated from load-bearing elements, Partition walls, utility and HVAC connections shall be capable of a minimum of 2-1/2 inches of movement of the foundation and floor/stab. An attached detail sheet diagrams a typical floating wall design, Owners shall be made aware of the contents of this report and the fact that water accumulation around foundation elements is usually the primary cause of foundation distress. This report is not a foundation design, The foundation design engineer will determine the specific configuration of foundation elements, to include footing or pier sizes, placement, wall thickness and height, and reinforcement schedules. However, the foundation should be designed for a ten -foot free span, This report does not address general hillside stability, landslide potential, or other natural hazards. Several areas of the Colorado Front Range have known geologic hazards associated with them. We recommend that readers of this report further educate themselves as to the existence of geologic hazards on or around their specific property of interest. The Colorado Geological Survey { ' �htt �:// e�osury�esta�te.co.,us/ or 303-866-26111 is a good source for publications (maps, reports, etc.) dealing with specific geologic issues and/or issues related to specific geographic areas. Exploratory borings were advanced using a four -inch nominal diameter, truck -mounted continuous -flight auger. The approximate boring locations are indicated on the attached site diagram and were established in the field by pacing and measuring angles from identifiable site references. The architect designated the location for exploration. At depths determined by the supervising geologist, samples were obtained utilizing either a two-inch diameter California sampler or a standard split -spoon sampler, advanced by a 140 -pound drop -hammer falling a distance of 30 inches, in general conformance with ASTIVI D-1586. The number of hammer blows required to advance the sampler provides an indication of the in-situ relative density of the soil, and in combination with the laboratory analysis of the soil, provides data required for derivation of the engineering properties sought by this exploration, 4 RMG - Roc:ky Mountain Group Job No. 138841 Interior concrete slabs shall be isolated from the foundation, utility lines and non-bearing partition walls. Separate the slab from all load bearing members and utility lines to allow for independent movement of the slab. Provide a positive control or slip joint at the construction joint between the slab and foundation walls, Slabs shall have control joints at approximately ten feet on center each way to lessen t possibility of random cracking. These control joints may be installed as construction joint saw cuts and/or scoring of the slabs. Cuts should be made at least 1/4the total thickness the slab, A good quality concrete sealant should be installed in these joints to preve surface discharges of water from penetrating slab subgrades, A minimum void or clear space of two and a half inches should be provided at the (see Floating Wall Detail). Provide a one-half inch space at the bottom of all door- jambs to allow for limited movement of the floor slab, The owner is hereby notified that it is their responsibility to maintain these void spaces over the life of the If a hot water heating system is used, the pipe should not be placed beneath the concrete floor slab, If a forced air furnace is used, a 3 -inch collapsible connection should be provided between the furnace and the heat ducts, The soils that will support the concrete slabs should be kept moist during construction by occasionally sprinkling water and especially a day or two prior to pouring of the slab. This procedure will help maintain the moisture content of the underlying soil, In addition to the above recommendations, another means by which to reduce the risk of excessive movement and cracking to slab -on -grade construction would be to over -excavate the below slab soil two or more feet, replace with compacted structural fill material, and pour the concrete slab six inches thick with a reinforcing mat of #4/60 bars at 18 inches each way. Radon testing is not part of this report. The owner should educate themselves on the dangers of radon as many counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended "action level" of 4 picoCuries per liter of air (pCi/1), Results of a 1987-1988 EPA -supported radon study for Colorado indicate that the granitic rocks, in particular, generally have elevated levels of uranium. These rocks have the potential of producing higher than average radon gas levels in homes. Providing increased ventilation of basements and crawl spaces and sealing of joints can mitigate build-ups of radon gas. This mitigation is best implemented during the design and construction phases of residences, The Colorado Geological Survey {��// gosury�estgteco.�us/ and the U.S. EPA epa.cio0a /radon are both good sources for additional information regarding radon. 7 representative sample, Addonal charges will be incurred for each sample tested and for field compaction testing operations if required. This report is valid only for the use of the client listed or property owner for the type of construction listed above. Use by any other is prohibited, as is the use for other types of construction without the express, written permission of this office. Property owners and builders are reminded that water accumulation around foundation elements is a primary cause of structural distress in homes. Foundation movement can be reduced •. maintaining stable moisture contents of the soil supporting the foundation. Surface drainage is paramount to limit the potential for water to penetrate backfill to the level of the foundation. If water penetrates through to the soil supporting the foundation, movement is likely, This report and its recommendations do not apply to any other site other than the one described herein and are predicated on the assumption that the actual soil conditions do not deviate in any significant way from those described in this report. In the event that any variations or undesirable conditions are detected during the construction phase or if the proposed construction varies from that planned as of this report date, the owner shall immediately notify RMG Engineers Group, so that supplemental recommendations can be provided, if needed, 9 RM G - Rocky Mountain Group Job No, 138841 GARAGE EXISTING HOUSE DECK DECKW� PROPERTYC am �r,;��gy0 Floy ��_Isyyyg ye�co vr SOAM 1 v 2W' —M 0 0 - - * * I . � �S ITE PLAN J05#130641 ONN�*,` Ouse" . .. .. ., r b $ US110RING., I DAIE 0MLLED, 124ill 11-20'SANDSTONE, SILtY COLOWORANGE, BROWN CONWSTENCY'VERY HARD 20-3V CLAYSTONE, ELASTIC SILT wfth SAND COLOWGREY CONSISTENCY VERY HARD MOISTURE: VERY -HIGH mm 15-7V CLAYSTONE, ELASTIC SILT w4h SAND COL Ok GREY, BROWN JOB No, 138841 FIGURE No, 2 DATE 12123/13 w TEST 800 j t 0 W uni DATE DRILLED� 0 U4 x(L w w w 12*113 REMARK& 'lot X 0 0Lu NO GROUNDWATER ON 0 0 12W13 -T SAND, SILTY COLOR" OROWN CONSISTENCY, LOOSE MOISTURE: HIGH MODERATE 5 6/ir 42 SM 9/12' 1& 1 SM 7-16 SANDSTONE, SILTY COLOkORANGE, BROWN 91 21 2.2 SM CONSISTENCY: VERY HARD 50110" 17A sm MOISTURE: HIGH to VERY -HIGH 4 C 5018" 218 SM 506' 22,6 SM 15-7V CLAYSTONE, ELASTIC SILT w4h SAND COL Ok GREY, BROWN JOB No, 138841 FIGURE No, 2 DATE 12123/13 SOILS DESCRIPTION EI SANDSTONE SHALEICLAYSTONE SILTY SAND SYMBOLS AND NOTES $TANDARD PENJE�� TEST - MAO SAMPLER INTO T14E SOIL BY DROPPIM xx GENERAL ACCORDANCE WITH ASTM C NWA� OF HAMMER LOWS PER F0 61 INDICATED), V FREE WATER TABLE HBULK DISTURBED BULK $AMKE REMl arw, t UNDIS"SEDFCAUI RNJASAMPLE7�7VIADE BY DRIVING A RING�LINED Alxx SAMPLER INTO THE SOIL BY DROPPING A 140 LB. HAMMER 30� IN lGENERAL ACCORDANCE WITH AS* D411 146 INDICATES NUMBER OF HAMMER SLOWS PER I= (UNLESS OTHERWISE INDICATEM, 1 RNIG SOIL TYPE - SEE REPORT lEXT FOR DESCRIPTION 4.5 WATER PONTENT M) EXPLANATION f JOB No. I$Wl jpIOM(; Loot RWRE Nb3 DAM -1/2 SPIKE 2" O.C. PRE-17RILL NArLLE mm 2X4 04ALL S 1/2" ORYAALL FLOATIN6 PLATE STATIONARY PLATE iii WW-,RE17F- 51 -AS 4 2X4 04ALL S 1/2" ORYAALL FLOATIN6 PLATE STATIONARY PLATE iii WW-,RE17F- 51 -AS I. 1 size shall not ra 1/2" In diameter and not greater than l 1/2" In d(amotar. 2. Vlometer, of perforated pipe varies ala omovnt of seopoge p , three IMch dlMnOtOr IS M09tcOMMOn. 5. Pipe sholl be laid at a ra'ainimum I" V' im 10'. Use svmp and pvmp onIq If ;group ovtfoll cines not, exist, Vis6horgo portion of pipe all k>o non perforate4 post drained, ojqnar is responsible to maintoln dcqlIghting of caul, 5. Exterior t ill moterfol should comp ted to at loos, maximum standardprottor danottg Ira the upp r three Feet of III W Filter fabrie, spall be Miraff 140s or aqvivolent. T Dralm pipe shall be laid balor4 area serviced or proterted, n in detall above. Mop polgath9lone films to v4olland rrq borwathgraval and pt . The p l lotNlano film shall be eontinvedthe edge of the NOT CONTACT THIS 6 N ITY T STIP ". REScheck Software Version 4.6.2 Compliance • C�J( Energy Code: 2012 IECC Location: Wheat Ridge, Colorado Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 3,524 ft2 Glazing Area 13% Climate Zone: 5 (6158 HDO) Permit Date: 41 Permit Number: Construction Site: Owner/Agent: 6075 W 46th Avenue Camerata Homes Wheat Ridge, CO 61 • Mark Enser Enser Consulting, LLC 303-725-8836 'ULM" Comphance', 8.9% Better Than Code Maxinnurn UA� 527 Your Uk 480 The % Better or Worse Than Code tirdex reflects how close to compliance the house is based on code trade-off rules, ft DOES NOT provide an estimate of energy use or cost relative to a minimum -code horne. i Wall 1: Wood Frame, 16" ox, 846 25.0 010 0,053 34 Orientation: Front Window 1: Wood Frarne:Double Pane with Low -E 140 0,290 41 Orientation: Front Door 1: Solid 61 0.300 18 Orientation: Front Wall 2: Wood Frame, 16" ox. 1,257 25,0 010 0.053 58 Orientation: Right side Window 2: Wood Frame:Double Pane with Low -E 147 0.290 43 Orientation: Right side Door 2: Solid 24 0.300 7 Orientation: Right side Wall 3: Wood Frame, 16" ox, 938 25.0 0.0 0,053 43 Orientation: Back Window 3: Wood Frame:Double Pane with Low -E 106 0,290 31 Orientation: Back Door 3: Solid 24 0,300 7 Orientation: Back Wall 4: Wood Frame, 16" ox, 1,384 25,0 M 0.053 63 Orientation: Left side Window 4: Wood Frame:Double Pane with Low -E 186 0,290 54 Orientation: Left side Project Title: 6075 W 46th Avenue Report date: 05/23/16 Data filenarne: CAEnser Consulting\REScheck\2016\6075 W 46th Ave, Wheat Ridge - Carnerata Page I of 9 Homes.rck Wall height: 5,0' Depth below grade: 4.5' Insulation depth: 5.0' Comment: FRAMED WALL SECTIONS INCLUDED WITH FRAMED WALLS Ceiling 1: Flat Ceiling or Scissor Truss 2,165 60,0 0,0 0,024 52 Floor 1: All -Wood J oistfTruss: Over Unconditioned Space 338 30,0 0 0 0.033 11 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4,6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Mark Enser, Professional Engineer 5/23/210'6 fq-ame - -Title Signature Date Project Notes: Crawlspace floor area not included in REScheck conditioned floor area Project Title: 6075 W 46th Avenue Report date: 05/23/16 Data filenarne: CAEnser Consulting\REScheck\2016\6075 W 46th Ave, Wheat Ridge - Carnerata Page 2 of 9 Hornes.rck OMS Ver. 0002,07,00 (Current) Product availability and pricing subject to change. Carnerata Hom 00 Vietname Quote Number: JSEJJ6V I The following is a schedule of the windows and doors for this project. For additional unit details, please see Line Item Quotes. Additional charges, tax or Terms and Conditions may apply. Detail pricing is per unit. NUMBER OF LINES: 26 TOTAL UNIT QTY: 37 EXT NET PRICE: USD 26,35230 LINE MARK UNIT BRAND ITEM NET PRICE CITY EXTENDED NET PRICE 1 Chapel Integrity All Ultrex Integrity Assembly 1,051.44 3 3,15432 RO 60" X 54" 2 Guest bd. 5 Integrity All Ultrex integrity Assembly 1,051.44 1 1,051.44 RO 60" X 54" 3 garage Integrity All Ultrex Awning 375,18 3 1,125.54 RO 30" X 30" 4 living Integrity All Ultrex Integrity Assembly 1,051A4 1 1,051.44 RO 60" X 54" 5 living Integrity All Ultrex Integrity Assembly 1,17234 1 1,17234 RO 60" X 54" 6 living Integrity All Ultrex Casement 482.04 1 482.04 RO 30" X 54" 7 living Integrity All Ultrex Casement 482.04 1 482,04 RO 30" X 54" 8 powder Integrity All Ultrex Rectangles - Direct Glaze 228.54 1 228,54 RO 24" X 24" 9 kitchen integrity All Ultrex Integrity Assembly' 962.52 1 962.52 RO 60" X 48" 10 dining Integrity All Ultrex Integrity Assembly 962.52 2 1,925.04 RO 60" X 48" 11 dining Integrity All Ultrex Integrity Assembly 1,051,44 1 1,051.44 RO 60" X 54" 12 do 2 Integrity All Ultrex Awning 375,18 2 750,36 RO 30" X 30" 13 study integrity All Ultrex Integrity Assembly 1,051,44 1 1,051.44 RO 60" X 54" 14 guest Integrity All Ultrex Integrity Assembly 1,051.44 1 1,051.44 RO 60" X 54" 15 bth 3 Integrity All Ultrex Rectangles - Direct Glaze 228,54 1 228.54 RO 24" X 24" 16 guest 4 Integrity All Ultrex Rectangles - Direct Glaze 228x54 3 685.62 RO 24" X 24" 17 guest 4 Integrity All Ultrex Casement 482.04 1 482,04 RO 30" X 54" 18 guest 4 Integrity Ail Ultrex Casement 482.04 1 482.04 RO 30" X 54" 19 stairs Integrity All Ultrex integrity Assembly 1,29124 1 1,29314 RO 60" X 54" 20 study 1 Integrity All Ultrex Integrity Assembly 1,051.44 1 1,051.44 RO 60" X 54" 21 residence bd. 1 integrity All Ultrex Awning 375A8 1 375.18 RO 30" X 30" 22 res. Lid. 1 Integrity All Ultrex Integrity Assembly 1,051.44 1 1,051.44 RO 60" X 54" 23 bth 1 & 2 Integrity All Ultrex Awning 442,26 2 884.52 RO 30" X 30" 24 open area Integrity All Ultrex Integrity Assembly 934A4 3 2,80332 RO 60" X 54" 25 open room Integrity All Ultrex Casement 423.54 1 42154 81130" X 54" 26 res. bd, 2 Integrity All Ultrex Integrity Assembly 1,051.44 1 1,051.44 OMS Ver. 0002.07.00 (Current) Processed on: 3/10/2016 3:28:52 PM Page I of 19 C?MS Ver, 0002. 7.00 (Current) Product availability and pricing subject to change.. Camerata Homes Vietnamese Quote Number: J8EJ6V4 Architectural Profile Number: LINE ITEM QUOTES The following is a schedule of the windows and doors for this project. For additional unit details, please see Line [tern Quotes. Additional charges, tax or Terms and Conditions may apply. Detail pricing is per unit. FS 591/2°" X 53 1/2" Rt) 60" X 54" Egress Information Al, A2 Width: 20 43/64" Height: 48 5116" Net Clear opening: 6.94 SgFt Performance Information Al, U -Factor: 0.29 Solar Heat Gain Coefficient: 0.27 Visible Light Transmittance: 0,45 Condensation Resistance: 59 CPD Number: MAR.ly-375-00158-00001 ENERGY STAR; IVC 2w1H - Rectangle Assembly Assembly Rough Opening 60" x 54"° Unit: Al a ... ........... « ........ » .... « « .... 411;06 integrity Casement Left Hand All Uitrex CN 2646 Rough opening 30" X 54°" IC Low E2 w/Argon GBG, .......«.................... . . ..... 51.48' Rectangular - Special Cut 2 4H Stene white Ext - white Int White Folding Handle interior Aluminum screen .................. < ......... < ..... » ...... « ...... ,19.50 Charcoal Fiberglass Mesh Stone white Surround Unit: A2 . .........................«.«>.<.».......«..411,06 Integrity Casement - Right Hand All Ultrex CN 2646 Rough opening 0" X 54°' IG Low E2 w/Argon GBG.. ..,................«...........«..... 51,48 Rectangular - special Cut 2w4H Stone white Exit - white Int White Folding Handle Interior Aluminum screen. . « . ....... .......... < ... « .......... » ........ 19.50 Charcoal Fiberglass Mesh Stone white Surround Vertical 1/2" MRF..... » . « :. ................. « ..................... 87.36 2" Jambs Nailing Fin 4 Inch Structural Bracket ***Note: This configuration is certified to AAMA 450. ***/Mote: Divided lite cut alignment may not be accurately represented In the OMS drawing. Please consult your local representative for exact specifications. 2w1H - Rectangle Assembly E',.t is 0*Fio" Assembly Rough opening 60" X s4" Unit:. A1, "..............«...... Integrity Casement Left Hand All Ultrex Civ 2646 Rough opening 30" X 54" IC Low E2 w/Argon GBG........................ ............ RectangularSpecial Cut2w4H Stone white Ext - white Int 411..,06 ...............«...... 51,48 CIMS Ver. 0002.07.00 (Current) Processed on: 3/10/2016 3.28:52 PM Page 3 of 19 OMS Ver, 0002.07.00 (Current) Product availability and pricing subject to change. *WRY FS 591/2" X 531/2" Rid 60" X 54" Egress Information Al, A2 Width: 20 43/64" Height: 48 5/16" Net Clear Opening: 6.94 SqFt Performance Information Al, A2 U -Factor: 0.29 Solar Heat Gain Coefficient: 027 Visible Light Transmittance. 0,45 Condensation Resistance: 59 CPD Number: MAR -N-375-00158-00001 ENERGY STAR: NC Camerata Homes Vietnamese Quote Number: J8EJ6V4 2W1H - Rectangle Assembly Assembly Rough Opening 60" X 54" Unit: At ..... ...... ......... ......... .... 411.06 Integrity Casement - LeftHand All Ultrex Chi 2646 Rough Opening 30" X 54" IG Low E2 w/Argon GBG.......... ....... ....... ........... ... . 51.48Rectangular - Special Cut 2W4H Stone White Ext - White Int White Folding Handle Interior Aluminum Screen. , ....... .............. « ...... .......... 19,50 Charcoal Fiberglass Mesh Stone White Surround Unit: A2 ................. ....... ,411.06 . Integrity Casement -Right Hand All Uhrex CN 2646 Rough Opening 30" X 54" IG Low E2 w/Argon GBG................ ........................ 51,48 Rectangular - Special Cut 2W4H Stone White Ext - White Int White Folding Handle Interior Aluminum Screen. ............................. 19.50 Charcoal Fiberglass Mesh Stone White Surround Vertical 1/2" MRF„ .... ....... ...... ....................... .. 87,36 2" Jambs Nailing Fin 4 Inch Structurai Brackets ***Note: This configuration is certified to AAMA 450, ***Note: Divided lite cut alignment may not be accurately represented in the OMS drawing, Please consult your local representative for exact specifications, FS 59 1/2"X 53 1/2" RO 60" Egress Information Al, A2 Width: 20 43/64" Height� 48 5/16" Net Clear Opening: 6.94 SqFt Performance Information At, A2 U -Factor: 0.29 Solar Heat Gain Coefficient� 0.27 Visibie Light Transmittance: 0.45 2W1H- Rectangle Assembly Assembly Rough Opening 60" X 54" Unit: Al ................................. ............... .411,06 Integrity Casement - Left Hand All Uitrex CN 2646 Rough Opening 30" X 54" IG Low E2 w/Argon GBG.... ....... ............. ........ ........ 51,48 . Rectangular - Special Cut 2W4H Stone White Ext - White int White Folding Handle Interior Aluminum Screen ......... ....................... » .........1.9.50 Charcoal Fiberglass Mesh Stone White Surround Unit: A2, .... ... ....... ........ Integrity Hand All Uftrex CN 2646 Rough Opening 30" X 54" IG.......... ......... .....................120.90 Tempered Low E2 w/Argon GBG........................... ......... .............. ... 51,48 OMS Ver, 0002.07.00 (Current) Processed on: 3/10/2016 3;28:52 PM Page 5 of 19 CIMS Ver, 0002.07,00 (Current) Camerata Homes Product availability and pricing subject to change. Vietnamese Quote Number. J8EJ6V4 Architectural Profile Number: E)derw FS 29 1/2" X 53 1/2" RO 30" X 54" Egress Information Width: 20 43/64" Height: 48 5/16" Net Clear Opening: 6,94 SqFt Performance information U -Factor: 0,29 Solar Heat Gain Coefficient: 0,27 Visible Light Trrmsrrnttance� 0,45 Condensation Resistance: 59 gin 'Note: Divided lite cut alignment may not be accurately represented in the OMS drawing, Please consult your local representative for exact specifications. FS 23 1/2" X 23 1/2" RO Egress Information No Egress Information available. Performance Information U -Factor 0,28 Colar Heat Gain Coefficient: 0,33 Visibie Light Transmittaricc 0,56 Condensation Resistance: 59 Mamm Integrity Rectangles - Direct Glaze„... , ....... ...................... 202,80 All Uftrex Rough Opening 24” X 24" IG Low E2 w/Argon GBG_____ ....... ...... .25,74 Rectangular 2W2H Stone White Ext - White Int Additional Mull lnfo; Stand Alone 2" lambs Nailing Fin 'Now Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult your local representative for exact specifications. CIMS Ver. 0002.07.00 (Current) Processed on: 3/10/2016 3:28:52 PM Page 7 of 19 CIMS Ver: 0002.O7.O0 (Current) Product availability and pricing subject to change. Camerata Holmes Vietnamese Quote Number. J8EJ6V4 Architectural Profile Number:. Condensation Resistance: 59 Low E2 w/Argon CPD Number:. MAR -N-375-00159-00001 GBG.... « . ........ . « . _ 39.00 ENERGY STAB; NC Rectangular - Special CutV2W3H » Stone White Ext - White Int White Folding Handle Interior Aluminum Screen. ........ ... » ........... « .... 17.16 Charcoal Fiberglass Mesh Stone White Surround Vertical 1/2" MRF . .. ......... « ................... 84.24 2," Jambs Nailing Fin 4 Inch Structural Brackets ***Note This configuration is certified to AAMA 450. ***Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult your local representative for exact specifications. 2W1H - Rectangle Assembly Assembly Rough Opening 60" X 54" Unit: Al q ................................. 411:06 Integrity Casement - Left Hand All Ultrex CN 2646 Rough Opening 30" X 54" IG Cow E2 w/Argon GBG.. ..............>.......................... 51.48 Rectangular - Special Cut. Stone White Ext - White list White Folding Handle interior Aluminum Screen.... « .. , » .. ....... , ... » , . < . , .... < « ... , . , ..: 9.50 Charcoal Fiberglass mesh Stone White Surround FS 591/2" X 53112" RC} 60" X 54" Unit: A2. . « . ...... « ..... « ......... 411:06 Egress Information Al, A2 Integrity Casement w Right Hand Width: 20 43/64" Height: 48 5/16" All Ultrex Net Clear Opening: 6.94 SgFt CN 2646 Performance Information Al, A2 Rough Opening 30" X 4" U..Factor: 0.29 IG Solar Heat Gains Coefficient:; 0.27 Craw E2 w/Argon Visible Light Transmittance: 0.45 GBG « ... , .......... ........ « »« .... « . , . « ... 51.48 Condensation Resistance: 59 Rectangular - Special Cut 2W4H CPD !Number: MAR -N..375-00158-00001 Stone White Ext - White Int ENERGY STAR: NC White Folding Handle Interior Aluminum Screen.... « ... « ............. < . « . « « « . 19.50 Charcoal Fiberglass Mesh Stone White Surround Vertical 1/2" MRF... « « < ....................... , . « « ................. 8735 2" Jambs Nailing Fin 4 Inch Structural Brackets ***Note: This configuration is certified to AAMA 450. ***Note: Divided lite cut alignment may not be accurately represented in the OMS drawing, Please consult your local representative for exact specifications. Integrity Awning - Roto Operating. .. ............. « ....................... 333.84 a , g k, .*Ho— All Ultrex CN 2625 Rough Opening 30" X 30`° IG Low E2 w/Argon ONS Ver. 0002.07.00 (Current) Processed on: 3/1.0/201.6 3:28:52 PM Page 9 of 19 OMS Ver: 0002.07.00 (current) Camerata fomes Product availability and pricing subject to change. Vietnamese Quote Number. J FJ6V4 Architectural Profile Number: ***Nate: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult your local representative for exact specifications. zvv ,n Kectangie Assemmy Assembly hough Opening 60" X 54" Winnow rrame Built i0 resirr",; Integrity Rectangles - Direct Gaze ............ .. ................. , , .......... 202.80 All Ultrex Rough Opening 24" X 24" IG Low E2 w/Argon GBG.. ........................................... .25.74 Rectangular 2W2H Stone White Ext - White Int Additional Mull info: Stand Alone 2" lambs Nailing Fin 'Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult your local representative for exact specifications. OMS Ver. 0002.07.00 (current) Processes! n: 3/10/2016 3:28.52 PM Page 11 of 19 Unit: Al. ,411.06 Integrity Casement - Left tHand ! x C 2646 IAS,. 1i Rough Opening 30" X 54" IG Low E2 w/Argon GBG, 51.48 Rectangular - Special Cut.2W4H h� Stone Write Ext - White Int hh 4 }k White Folding Handle l Interior Aluminum Screen ............ , , ... , » , . ,19.50 Charcoal Fiberglass Mesh As Vi Ased From The Exle6ct Stone White Surround FS 59 1/2" X 53 1%2" O 60" X 54" Unit: A2 a ......41106 Egress information Al, A2 lntegrity �;Se; ent F$t itt #IaP9d Widths 2043!64" Height:485/16" All Ultrex Net Clear Opening: 6.94 SgFt CN 2646 Performance information At, A2 Rough Opening 30" X 54" U"Factor: 0.29 IG Solar Heat Gain Coefficient: 0,27 Low E2 w/Argon Visible Light Transmittance: 0,45 GBG . ......... « ..................... > ... 5148 Condensation Resistance: 59 Rectangular - Special Cut 2W4H CPD Number. MAR -N-375-00158-00001 Stone White Ext - White int ENERGY STAR. NC White Folding Handle Interior Aluminum Screen ........19,5Q Charcoal Fiberglass Mesh Stone White Surround Vertical 1/2" MRF... » .. , , ®... ........... 87.36 2" .Iambs Nailing Fin 4 Inch Structural Brackets ***Note: This configuration is certified to AAMA 450. ***Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult your local representative for exact specifications, Winnow rrame Built i0 resirr",; Integrity Rectangles - Direct Gaze ............ .. ................. , , .......... 202.80 All Ultrex Rough Opening 24" X 24" IG Low E2 w/Argon GBG.. ........................................... .25.74 Rectangular 2W2H Stone White Ext - White Int Additional Mull info: Stand Alone 2" lambs Nailing Fin 'Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult your local representative for exact specifications. OMS Ver. 0002.07.00 (current) Processes! n: 3/10/2016 3:28.52 PM Page 11 of 19 OMs Ver. 0002.07.110 (Current) Product availability and pricing subject to change. Camerata Homes Vietnamese Quote Number: J8EJ6V4 Stone White Interior Integrity Casement _ Left Hand .............................................. 4U06 ,All Ultrex CN 2646 Rough Opening 30 X 54" IG Law E2 w/Argon GBG, .................................. ... 51..48 Rectangular. Special Cut+2W4H a Stone White Ext - White Int White Folding Handle Interior Aluminum Screen. ............... ......... « .19.50 Charcoal Fiberglass Mesh Stone White Surround 2" Jambs Hailing Fin 'Now Divided lite cut alignment may not be accurately represented in the CIMS drawing. Please consult ; your local representative for exact specifications. Exterior FS 291/2" X 531/2" RO 30" 54" Egress Information Wldth:2043/64`° Height:485/16" Net Clear Opening: 6.94 SgFt Performance Information U -Factor: 11.29 Solar Neat Gain Coefficient: 0,27 Visible Light Transmittance: 0.45 Condensation Resistance: 59 CPD dumber: MAR -N-375-00158- 1 ENERGY STAR: NC 1Hi .3 �� w a�ef FlaxarH Extetcor FS 291%2" X 53 1/2°" RCI 30" X 54" Egress Information Width: 20 43%64" Height: 48 5/16" Net Clear Clpenin& 6.94 SgFt Performance Information U -Factor; 0.29 Solar Heat Gain Coefficient: 0.27 Visible Tight Transmittance: 0.45 Condensation Resistance: 59 CPD Number: MAR -N-375-00158-0000 ENERGY STAR: NC Net Pi a! 1 w 42.4 Ext. Net Price: i Si} 482.04 Stone White Exterior Stone White Interior Integrity Casement - Right Hand„ , .. « .. , » .... » . . ............................ 411.06 All Ultrex CN 2646 Rough Opening 30" X 54" IG Law E2 w/Argon GBG..........................«............ 51.48 Rectangular - Special Cut 2W4H Stone White Ext . White int White Folding Handle Interior Aluminum Screen ..... , . .. ...................... . . .19.50 Charcoal Fiberglass Mesh Stone White Surround 2" Jambs Nailing Fin ***Nate: Divided lite cut alignment may not be accurately represented in the CIMS drawing. Please consult your local representative for exact specifications. CIMS Ver, 0002,07.00 (Current.) Processed tars: 3/10/2016 3:28:52 PM Page 13 of 19 CINIS Ver. 0002.07.00 (Current) Product availability and pricing subject to change. QuoteCamerata Homes Vietnamese Architectural Profile Number: Egress Information Al, A2 Integrity Casement - Right Hand Width: 20 43/64" Height: 48 5/16" Alt Ultrex Net Clear Opening: 6.94 Sq Ft CN 2646 Performance Information Al, A2 Rough Opening 30" X 54" U -Factor. 0.29 IG Solar Heat Bain Coefficient: 0.27 Low E2 w/Argon Visible light Transmittance: 0.45 GBG .. . ................ ... < . 53.48 «2 « Condensation Resistance.. 59 Rectangular, Special Cut H CPD Dumber: MAR -N-375-00158-00001 Stone White Ext - White Int ENERGY STAR: NC White Folding Handle Interior Aluminum Screen ..... < ..19.50 Charcoal Fiberglass Mesh Stone White Surround Vertical 1/2" MRF.. « + ... » » .. , . , .. ..: + . + + . 87.36 2" Jambs Nailing Fin 4Inch Structural Brackets ***Note; This configuration is certified to AAMA 450. ***Note. Divided lite cut alignment may not be accurately represented in the OMS drawing Please consult your local representative for exact specifications, Vi: zsa,.m m Ckov+r. informationEgress Information No Egress Information available, Performance U-Factor.0.29 Solar Heat Gain Coefficient: 0.27 Visible Light 1 .� 5 Condensation Resistance: 5� Integrity Awning - Roto Operating.. » .................. . ....... . . 333:84 Ali Ultrex CN 2626 Rough Opening 30" X 30k" IG Low E2 /Argon GRG.. ............>.. ..... ...... 25.74 Rectangular - Special Cut 22H Stone White Ext - White Int White Folding Handle Interior Aluminum Screen... ..... . .......... + . 15.60 Charcoal Fiberglass Mesh Stone White Surround 2" Jambs Nailing Fin ***Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult your local representative for exact specifications, 2W1H - Rectangle Assembly Assembly Rough Opening 60" X 54" Unit: Al »...».+......,.+<+..................».....41.016 Integrity Casement -k Left «Hand . All Ultrex CN 2,646 Rough Opening 30" X 54" #! f s3/10/2016 3:28:52 PM Page 15 an OMS Ver. 0002,07.00 (Current) Product availability and pricing subject to change. Stone White Exterior Stone White Interior 2WIH- Rectangle Assembly Assembly Rough Opening 60" X 54" ----------- As Viewed From The Exterko FS 59 1/2" X 53 1/2" RO 60" Egress Information Al, A2 Width: 20 43/64" Height: 48 5/16" Net Clear Opening: 6.94 Sort Performance Information Al, A2 LI -Factor: 0.29 Solar Heat Gain Coefficieft 0,27 Visible Light Transmittaticc 0.45 Condensation Resistance: 59 M Camerata Homes Vietnamese Quote Number: J8EJ6V4 Architectural Profile Number, Unit: At ........... ...... .... 37M6 Integrity Casement - Stationary. All Ultrex CN 2646 Rough Opening 30" X 54" IG Low E2 w/Argon G8G........ ..... ...... .................. 51,48 Rectangular. - Special Cut 2W4H Stone White Ext - White Int Unit: A2„ .................... ............... '37106 Integrity Casement - Stationary All Ultrex CN 2646 Rough Opening 30" X 54" IG Low E2 w/Argon GBG. .......... .................... ...... ....... S51.48. Rectangular - Special Cut 2W4H Stone White Ext - White int Vertical 1/2" MRF ............... 8736 2" Jambs Nailing Fin 4 Inch Structural Brackets 'Note; This configuration is certified toAAMA 450, 'Note: Divided lite cut alignment may riot be accurately represented in the OMS drawing, Pleaseconsult your local representative for exact specifications. Unit: open room diet lin cl 4Z3.54 Ext. Net Pro 423.54 Stone White Exterior Stone White Interior integrity Casement - Stationary. .......... « ............ 372,06 All Ultrex CN 2646 Rough Opening 30" X 54" IG Low E2 w/Argon GBG ............. 51,48 Rectangular - Special Cut 2W4H Stone White Ext - White Int 2" lambs Nailing Fin 'Note: Divided lite cut alignment may not be accurately represented in the OMS drawing. Please consult your local representative for exact specifications. Exterior FS 291/2" X 531/2" Rid 30" X 54" Egress Information Width: 2043/64" Height: 485/16`" Net Clear Opening: 6,94 SqFt Performance Information U -Factor: 0.29 Solar Heat Gain Coefficient: 0.27 Visible Light Transmittance: 0.45 Condensation Resistance: 59 CPO Number: MAR -N-375-00158-00001 ENERGY STAR: NC lsj��0/2016 3:28:52 PM Page 17 of 19 REScheck Software Version 4. 6.2 Compliance Certificate Energy Code: 2012 IECC Location: Wheat Ridge, Colorado Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 3,524 ft2 Glazing Area 13% Climate Zone: 5 (65 ,58 HDD) Permit Date: 41 Permit Number: Construction Site: Owner/Agent: 6075 IN 46th Avenue Camerata Homes Wheat Ridge, CO 61 Designer/Contractor: Mark Enser Enser Consulting, LLC 303-725-8836 Ctrrripfrance� 8.9% Better Than as Maximum UA: 527 YOUr LJA: 480 The % Better or Worse Than Code Index reflects how ciose to compirance the house is based on code trade-off tutes It DOES NOT provide an estimate of energy ose or cost rotative to a minimum,code home. Wall 1: Wood Frarne, 16" ox, 846 25,0 0.0 0.053 34 Orientation: Front Window 1: Wood Frame:Double Pane with Lo _E 140 0.290 41 Orientation: Front Door 1: Solid 61 0.300 18 Orientation: Front Wall 2: Wood Frame, 16" ox, 1,257 25.0 0,0 0.053 58 Orientation: Right side Window 2: Wood Frame:Double Pane with Low -E 147 0,290 43 Orientation: Right side Door 2: Solid 24 0,300 7 Orientation: Right side Wall 3: Wood Frame, 16" ox. 938 25,0 0.0 0.053 43 Orientation: Back Window 3: Wood Frame:Double Pane with Low -E 106 0.290 31 Orientation: Back Door 3: Solid 24 0.300 7 Orientation: Back Wall 4: Wood Frame, 16" o.c. 1,384 25.0 0.0 0,053 63 Orientation: Left side Window 4: Wood Frame:Double Pane with Low -E 186 0,290 54 Orientation: Left side Project Title: 6075 W 46th Avenue Report date: 05/23/16 Data filenarne: C:\Enser Consulting\REScheck\2016\6075 W 46th Ave, Wheat Ridge - Carnerata Page I of 9 Hornes.rck Wall height: 5,0' Depth below grade: 4.5' Insulation depth: 5.0' Comment: FRAMED WALL SECTIONS INCLUDED WITH FRAMED WALLS Ceiling 1: Flat Ceiling or Scissor Truss 2,165 60.0 0,0 0.024 52 Floor 1: All -Wood J oistfrruss .Over Unconditioned Space 338 30.0 0.0 0.033 11 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application, The • building has been designed to meet the 2012 IECC requirements in REScheck • 4,6,2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Mark Enser, Professional, Engineer 5/23/2106 Name - Title Signature Date Project Notes: Crawlspace floor area not included in REScheck conditioned floor area Project Title: 6075 W 46th Avenue Report date: 05/23/16 Data filename: C\Enser Consulting\REScheck\2016\6075 W 46th Ave, Wheat Ridge - Carnerata Page 2 of 9 Hornes.rck '000^J t REScheck Software Version 4.6. -ID Inspection ro Checklist " • • 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen, For requirement, the user certifies that a code requirement will be complianceis being claimed. Where a« to that table is provided. Additional Comments/Assumptions: ¢ 1 zHigh Impact (Tier 1) ? 2 Medium Impact (Tier 2) r 3 ;Low Impact (Tier 3) u_......_ m�,.. ..�..._w...., ...... .,.._..w_ ._..�.�,,..�_�..�.x _.....,�..,...�,...,.m,.., _,�....._ �........�.,.� Project Title. 6075 W 46th Avenue Deport date:. 05123/1.6 Data filename. C:\6nser Consulting\REScheck\201.6\6075 W 46th Ave, Wheat Midge - Camerata Page 3 of Homes.rck Additional Comments/Assumptions: Project Title: 6075 W 46th Avenue Report date: 05/23/16 Data filename: C:\Enser Consulting\REScheck\2016\6075 W 46th Ave, Wheat Ridge - Camerata Page 4 of 9 Homes.rck ;402.1.1. Door tl-factor. U_ t1- s the E-nveelopeAssemblies 402.3.4 r�".`i�(Compli table '[€does Not :taRJle f(}r v4ti,ir„s. [FR1]r []Not Observable ONot Applicable 402.1.1, _..• Glazing U -factor (area -weighted U_ OComplies« .w See the Envelope Assemblies 4(02 3A, average), Does Not table for values. 402.3.31 402.3.6, []Not Observable 4082,5 ONot Applicable [,B 8211 F� 303.1.3 U -factors of fenestration products OComplies [FR4)1 are determined in accordance ODoes Not with the NFRC test procedure or [Not Observable taken from the default table. ENot Applicable ~ W. 402.4.1.1 _ Air barrier and thermal barrier .m. CCormplieS [FR23]1 installed per manufacturer's 011oes Not instructions.: []Not Observable JNot Applicable 402.4.3 w 'Fenestration that is not site built [Complies [FR20]1 is listed and labeled as meeting ElDoes Not Y MA /WDMA/CSA 101JI.S,2/A440 []Not Observable or has infiltration rates per NFRC E)Not Applicable 400 that do not exceed code limits, 41 ,4 IC -rated recessed lighting fixtures, OComplieS 6I sealed at housing/interior finish ElDoes Not and labeled to indicate —<2.0 cfm []Not Observable leakage at 75 Pa. ONot Applicable 403.2.1,_ .,.Supply ducts in attics are .__.....,n R- R. 0 -Complies_._ (FR12]-1 insulated to R-13. All other ducts R- R_ EJDoes Not in unconditioned spaces or []Not Observable outside the building envelope are ONot Applicable insulated to R-6. 403.2.2 All joints and Seams of air ducts,. reOComplies [FR13)1 air handlers, and filter boxes are 13Ooes Not seated. [Not Observable Not Applicable 403x2.3«-,Ruilding _ _ caviiieS_ are_ not used«as.... � [ Complies [FR2 I, ducts or plenums. DDoes Not (Not Observable ; ONot Applicable 4;13.3 HVAC piping conveying fluids R- R- [Complies VR1712 above 105 OF or chilled fluids DDoes Not below 55 OF are insulated to :�:R- [Not Observable 3. [Not Applicable _ 403.3.1 Protection of insulation on HVAC«- l3Complies- [FR24]1 piping. Eboes Not [INot Observable CINot Applicable 434 Vim.,- Hot water pipes are insulated to R- R-_ EICornplies Eboes Not [Not Observable ONot Applicable i 1 j.High Impact (Tier 1) E 2 Medium Impact (Tier 2) tow Impact (Tier 3) Project Title. 6075 W 46th Avenue Report date. 05/23/16 Data filename: C:\Enser Consulting\RE checlet2016i6075 W 46th Ave, Wheat Ridge - Camerata Page 5 of I-lornes,ric Additional Comments/Assumptions: 1"MANUM 11 Project Title: 6075 W 46th Avenue Report date: 05/23/16 Data filenarne: C:\Enser Cons ulti ng\RESc h eck\2 016\607 5 W 46th Ave, Wheat Ridge - Carnerata Page 6 of 9 Hornes.rck Additional Comments/Assumptions: Project Title: 6075 W 46th Avenue Report date: 05/23/16 Data filenarne: C:\Enser Consulting\REScheck\2016\6075 W 46th Ave, Wheat Ridge - Carnerata Page 7 of 9 Hornes.rck 40211, Ceiling insulation R-value, R- R-_ OComplies See the Envelope Assemblies 402.2.1, Wood Wood 0Does Not table for values, 402.2.2, 402.2.6 Steel E3 Steel []Not observable (Fill', ONot Applicable 303.1.1.1, Ceiling insulation installed per OComplies 303,2 manufacturer's instructions. Oboes Not [F12]1 Blown insulation marked every oNot observable 300 W, 0Not Applicable Vented attics with air permeable OComphes insulation include baffle adjacent Oboes Not to soffit and eave vents that E)Not Observable extends over insulation, []Not Applicable --------------- 402,2.4 Attic access hatch and door R-_ R- ElComplies (F1311 insulation ;:R-value of the E3Does Not adjacent assembly. E3Not Observable 13Not Applicable 402.4,1.2 Blower door test @ 50 Pa. <=5 A 50 A 50 Ekomplies [FI1711 ach in Climate Zones 1-2, and DDoes Not <=3 ach in Climate Zones 3-8, [3Not Observable 0Not Applicable 403.2.2 Duct tightness test result of <=4 cfm/100 cfm/100 ElComplies [F1411 cfm/100 ft2 across the system or ?F2— ft2 C]Does Not <=3 cfm/100 ft2 without air [Not Observable handler @ 25 Pa. For rough-in tests, verification may need to 0Not Applicable occur during Framing Inspection. -403.2.2.1 A"ir--ha-n--d-le-r-,I-e,-a"k,a—g-e,-d-,e--s-i,g"-n,-a"t-e,,-d ------- [F124J1 by manufacturer at <=2% of E]Does Not design air flow. E]Not Observable E]Not Applicable 403.,u1 :Programmable thermostats C1Cornplte installed on forced air furnaces, C]Does Not [Not Observable ONot Applicable - 2Heat pump thermostat installed 4'.2, ElComplies t,ftil'f on heat pumps, Does Not Am ®Not Observable E]Not Applicable Circulating service hot water OComplies systems have automatic or 13Does Not accessible manual controls, E3Not Observable ONot Applicable ' OI, 4N All mechanical ventilation system ElComplies P fans not part of tested and listed 'E]Does Not HVAC equipment meet efficacy oNot Observable and air flow limits, 0Not Applicable 404.1. 75% of lamps impermanent Ekomplies [F1611 fixtures or 75% of permanent E]Does Not fixtures have high efficacy lamps. EJNot Observable Does not apply to low-voltage finhfirin E3Not Applicable Medium lmpac�'�f Project Title. 6075 W 46th Avenue Report date: 05/23/16 Data filenarne: C:\Enser Consulting\REScheck\2016\6075 W 46th Ave, Wheat Ridge - Cannerata Page 8 of 9 Honnes.rck Additional Comments/Assumptions: Project Title: 6075 W 46th Avenue Report date: 05/23/16 Data filenarne: C:\Enser Consulting\RE5check\2016\6075 W 46th Ave, Wheat Ridge - Carnerata Page 9 of 9 Hornes.rck 2012 IECC Energy Efficiency Certificate Above -Grade Wall 25.00 Below -Grade Wall 19.00 Floor 30.00 Ceiling / Roof 60.00 Ductwork (unconditioned spaces): - Window 0.29 Door 0.30 Heating & Cooling Equipment Efficiency Heating System: Cooling System - Water Heater: Name: Date: Comments Melissa Macke NO =�mmal,iiii� WIN I From* Kimberly McCarthy <kimmc@cameratahomes,com> Sent: Thursday, August 18, 2016 2:47 PM To: Melissa Mackey Subject: 6075 W46th Ave. Subcontractors We spoke earlier about the subcontractors we will be using for the project at 6075 W46�h Ave. We plan to use the following: Electrical: Stanmark Electric Mumbing: Drip Water Plumbing & Heating Mechanical: Road Runner HVAC Kim McCarthy "-- " "-- V w*�`P x NOTE' r 40-0 COVER SAEUT ,1'10 EASTING/REMOL¢"flaN VII PLAN A,2.s'T IST Fi C. PLAN A2;t END FLOOR PLAN A2.c IST FLOOD /aECTRICAL DAGRAM 42.3 2ND FLOOR RCP/ TRlCXL INAGRAM Ct — ROOF PLAN Al Al. ROOF DETAILS A4.0 CATERER BUILDING, ELEVATIONS A4.1 RI EXTER9 NO ELEVATIONS ACO SIALINNG SECTIONS AR 0 WALL SECOONS A8.` APU L SECTIONS AT4 DOOR & WINDOW DETAILS A7,1 D & WINDOW DETAILS 40 sNTER OR ELEVATIONS ARO STAIR PLANS, SECTION & DETAILS SOD FOUNDATION DETAILS Y.,n.: FOUNDAOON PLAN SZO }ARMY LANES. €RAMMED, PLAN ETC UPPER LEVET. I` LO F' FRAMING PLAN 54:0 UPPER RODE' FRAMING S:i.O SMEAR KAN 55,4 SHEAR PLAN MCI CRANING DETAF'I..S VIS, _ VERIFY Iw FIELD A,F.F -• ASDVE FINISHED FLOOR C „ CEN LER LUNE O,C, - ON CENTER T £ TOP OF - TEMPERED GLAVAN' Ct — CLAD EASEMENT M,.G6 - SLIDING CLASS DOOR 17.. TWO T'RWVER SSUDS 2R -. FARE KIND STUDS IT » TRAVER UNE UPI .. CARPET CT, - CERAMIC TILE WE - WOOD FLOOR ADJACENT NE04BRRP A5 PLATTED W-0` DRksN % AND VDILITY CASEMENT, PROPOSED 71.1.'E�i LONdtUGINRi. SLOPE _W..„..._.... .. „ SHALL BE A WN, SR "DOING SIDEWALK ., t 0 w, 11F.M.1m PROJECT DATA SvLOING CCUE: 2012 INTVRNAVONAt, RE90ENCAL COX A, S&TPAMARY Or WORK SHE EMSTINC CAFE STORY RESIDENCE:, DUST IN 4947. '*I L DO DEMOLMHED AND TNC LOT OVER-t',RYADCD TO RECEAE A NEW TWO STORY RESIDENCE OF APPROXIMATELY 4.163 SF,.. EXOTUNG UTXUSES, VAU. DT IEE-USEM SITE ACCESS WILL REMAIN THE SAVE. S JURISDICTION 91LW 14TH AVE.. _:A ^5:. 7SbtF W 18tvt A 7500 'A' 44'iP5 AYE, .� END FLOOR MEAT RIDDE, CO 80033 WHEAT REM COO 043 wNEAT RIDGE, CO 80035 (363)_.23+"-59;§1 (303)--424-7252 (30.37-..2, S-•2&57 CfTyoFv*"TpjwE LL iiPHAPd ST. 6827 W, 38TH AVE'.Pumm Mom WHEAT R6OSE, CO 00033 04EAT RIDGE, DO 80013 403-5900 (303)-424-2644 s TE C, BUILDING CONSTRUCTION T'flpF WOW FRAMED _. AIRS RATED TWO STORY, APPROMMATELY 36-4" IVOF .. OF ,. ATRIDGE IST FLOOR 2,46.6 S,F, (W1 GARAGE - 576 S.F) RE X8,ENG 2NSFLOOR 1,697 S,F. TOTAL, 4,163 S.F. APPROVED FOR, U. OCCUPANCY CLAS&rICATON AND ZOTING K a cope -GUTTER asmal REMENTi:A. IRI RaYSt;EkiABv"TIOLJS E9 PLAT ZONE - R-2'..IVT.... ,,z%!E, .e.�.�..a.«, LOT 3 BIN 1/4, SECT)ON 2A, TTOWNSFAP 3, SeOUTU MWOE.. 69, WEST 6TH P A oI ?MAPld CMINTY OF .X;FFERSON. STATE OF CCE.ORACCR TF 17,456 $O. FT. ..N .. C'%T€Y FsEipP485P CY' ONS CARPENTER SUB-DIiACON PROPERTY IS NOT WITHM TOE DID "EAR FLUOR PLAN SETBACKS FRONT YARD D'uKDRdC SET BACK m. 25' SIDE YARD SMOINO SETBACK _ S^. 'TEAR YARD BU RENO SET BACK - 'IU" HoGHT RESTRICTIONS - 13V MAXIMUM P C04T MAXIMUM NUMBER IPF STORIES -- 2 F, CONSTRUCTON SUMMARY FULI'NDAF1ON - SPREAD RIOTER WIN STEM WALL FRAMING - STUDS WITH PLYWOOD SHEATHWO, WOW ROOF TRUSSES.. BUSSING - CLAY TILE EXTERIOR VENEER - EIRIC4 ANO SY1.ICCO VENEER G, OESKPI C,4hODEA ELEYAnON 53551° ABO L. (WMATE Zs 'SB') WIND SPEED EXPOSURE - I &XIitSURE. "B`) WITH TDP°O EFFECTS SCS& 0 - DESICN CATEGORY 'B° FROSTOFFER -- 30' GROUND SNOW LOAD - 30 PSS' ROCA SPUN LOAD - 30 PST SEBREOM WINDOW EMERC NCY ESCAPE VA07H -LO' KID, LIVE LOAD - 40 PSP° ARCHITECTURAL DATUM -. Cl,_.D.. H. 9iI ORIF THERMAL ENVELOPE 04MGY CALCULATIONS PER IRC CHAPTER @I, TABLE NS402.1 WAIL WSULAPON - R24 CELUNCTR I"SULA.POR - R60 CRA%LS'PACF IN- - Fi7O PEERIETEtE EDUNDk Z SALADOR - RUT WINDOW MA21NG _ U0.3 A%, OR DEFAULT FACTOR U0,55 GENERAL NOTES 1, AS A MINIMUM STANDARD, ALL WORK AND MATERIAL$ INSYA3. JID $HALL BE IN STRICT ACCORDANCE W IH ALL APPUCARIX COSTES, Kr0I wATKUNL AND ORDWAMCES HANNG ,KAOSDICTION, 2. INSTALL ALL MANUFACTURES MMS, MACER{AP AND ECUPPIRENT 94 STRICT ACCORDANCE VAIN MANUFACTURES RECOMMENDED SPECEF:CARIAR. 3, VERYY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCOVS ANY WORN OR ORDFRING OF ANY PRODLICT, 4„ GMENJUNS ENO€CATER ARE. FROM FACE OF STUD WAD.. TO FACE: OF STUD WALL. UNLESS NOTED OTHERWIM $. ALL WINDOWS SHALL MEET LOCAL CGDE RECATREMENTS FOR ENERGY, SAFETY' GLAZING AND TEMPERER LOCAItONS, EGRESS REQUIREMENTS AND UGHVNG AND IENTN ATKIN REQUIREMENTS, S. RICH 'AiNa AREA STANDARDS PER IRC AND ,EF#'ERSON COUNTY SDLD NNG SAFETY DSAS 7, ALL NEW WINDOWS AND DOORS O BE PRE- nNiSHED EXTERIOR CLAD WIN COW -E CLAZIN'G. S. ALL. NEW EXTERIOR WALLS TO BE 2X0 WOW STUDS UNLESS NOTED OTHERWISF- AA, FSELO VERIFY AND COORMATE VUL TY CORNKRONS, BELONG METER LOCATIONS, Hm see AND OTHER SUCH ITEMS., SAL P2OYDE POSITIVE: DRAINAGE AWAY FROM ALL, NEW FOUNDATION WALL$, 11, NO PAWNM KNOMN TO EX95T AT THIS LOCAPON, HOWEVER, CI`w IRM WIN LOCAL. AUTHOINFY AND CONDUCT !RAIL -;N TEST. P2. DIRECT NONE ORION DOWNSPOUTS 04 THE DIRECTLONS AS INOVIATEO NERIDN' TU PROTECT ADJACENT PROPERTIES FROM SSTOR#WATER RUNOFF, 13, A COMRADE t.EROFtCAPON GETTER $HALL. OF REQUIRED PRIOR TO G.U. TO ENSURE SS" €PAS BEEN PROPERLY GRADED. VICINITY MAP GRkDLRONNO Is ES SURVEYED Iwo^ArEs S:JRYfYED ELEVAr?ar,s NT INDICATES ESTIMATED FCf vATfGN �. c�vY4 cXXi k#kamwpd, eckxa74a NfY.?1S U 3CI.S31 0 8 ma. t%Arw scam Ai'f ?A A tY qq KS K*4 PRO k" QCT,( MAVIY III Fw0aC/wzro, I�r COVER SHEET r Sk... yp"'( V P Xf �V .W, fes. W (4 Q J 0 c} ' ce vi uj 4J 0 Ri Ai'f ?A A tY qq KS K*4 PRO k" QCT,( MAVIY III Fw0aC/wzro, I�r COVER SHEET r v City Of" Addres MAMASSI ... ....... . .. plawpwmit # f 2 (,-Prjl� W q0h t3v2- Ph onc Mechanical W,R. CjI License# Complete all information on BOTH sides of this form El COMMERCIAL ��RESIDENTIAL NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEMIAPPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) c efNA� I Ce\ ZA- CA Sq. FULF Btu's Gallons (Contract value or the cost of all materials and labor included in the M§re project) OWNEWCONTRACTOR SIGNATIJ11E OF UNDERSTANDING AND AI(IREEMENT I hereby certify that the setback distances proposed by this permit applicationwe accurate and do not violate applicable ordinances,, rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CICLE ONE. (OWNER) tT O)} r (AUTHORIZEDREPRESENTATIVE) of (OWNER) (CONTRACTOR) (first and fast same). DATE: 2uilding Division Valuation: $_- Colorado Department of Public Health and Environment Int#*r AILL-W-11t 4300 Cherry Creek Drive South, APCD-JE-131 Denver, Colorado 80246-1530 Phone: 303-692-3100 — Fax- 303-782-0278 E-mail- asbestos@state.co.us This approval notice is gT No. 8, Part 13, adopted N� that the structure was ins� mi 0im le, 1111 As a contractor, you r # -U VIAFI, al during demolition. There demolition site cleanup m c I the site, subject to the requirements 1007-2, Part 1). notified the No. 8, Part B. ;1depending on the ed. The Colora strongly suggest other local THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the AsbestoslM Q Unit ofproject modifications byfax (number above) or e-mail (address above) and the appropriate county health department byfax. Project modibricatiOns include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 7/27/2016. The actual, scheduled work dates are from 7/27/2016 through 9/2.7/2016. Approval issued on: 7/21/2016 Record number: 119463 Fee Paid: $60.00 Notice Number: 16JE4137D Check number: 15227 6075 W. 46th Ave 6075 W. 46th Wheatridge AW.Wilixii This notice has been issued to: Mendoza Used Brick & Demolition 701 West 64th Ave., Ste. B Denver, CO 80221 OTM Lauren K York CerificationNo.3748 Inspection Date: 07/08/2016 Aft or icuarc/T e ft Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 pm. to receive an inspection the following business day. All Foundation ! ' • # # .# x # Footing/Sternwall P.E. ,* Do Not Pour Concrete Prior To Ap •• Ins• tt t ♦ • a •- # M: iInitijElectrical U iJ►i #* Sewer Service (Underground) Water Service (Underground) �'lumbing (Below I In-slab)— (Below .# Rough Inspections Rough Framing Insulation Drywall InspectionsFinal .• t OComments i Initials Final Electrical Final Plumbing Final Mechania ## Final # • / Frame �IIIII�I Landscapingu�& Parking "Note: All items must be completed and approved by Planning, Public Works, Fire and rX one week in advance. For landscaping and parking ROW & Drainage / Public Works Dept. ns call 303-235-2846, For RM and drainage ns call 303-235-2861. For fire inspections Fire Inspection / Fire Protection Dist. contact the Fire Protection District for your project. Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Occupancy Not" •Until +Certificate ofOccupancy Issued Protect This Card From Install '50 anp tete tt iy�S11.,,£AS wb"k,t y'w4' 1 46thd,.lzhtj,,.: .. &M PAYMENT i4iulfl�,' CODE: V8286 Rough Framing Insulation Drywall InspectionsFinal .• t OComments i Initials Final Electrical Final Plumbing Final Mechania ## Final # • / Frame �IIIII�I Landscapingu�& Parking "Note: All items must be completed and approved by Planning, Public Works, Fire and rX one week in advance. For landscaping and parking ROW & Drainage / Public Works Dept. ns call 303-235-2846, For RM and drainage ns call 303-235-2861. For fire inspections Fire Inspection / Fire Protection Dist. contact the Fire Protection District for your project. Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Occupancy Not" •Until +Certificate ofOccupancy Issued Protect This Card From City of at!� COMMUNrTy DtvitxwMENT FOR OFFICE USE Pbn Review Fee: Building Permit Application Please tomptete all highlighted areas on both sides of this forrn. 1"COMPlelft SPP ficat100s MaY not be procested. Property Owner Email: Addresw M Architect/Engineer E-mail: Phone: Contractou 17A, 11016 ( L Contractors City License #: 041>4 Phone: Contractor E-mail Address: in e t e cv c Sub Contractors: Electrical: 'zuj (yVj e -V— Ej e c M, C, Plurnbing� Mechanical, WR City license # WR City License # WR City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form » » »W MM • nount of materials to be used, etc.} Trl amp s 0V a III ead Sq. FtJL lot's Gallons Amps squares r Project Value: (Contract value or the cost of M& materials and labor included in the Saft project) +tDWNl W+t«Ol TRAC OR SIGNATURE Of UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed kap° this permit application are accurate and do not violat appl caable ordinances, reales or regulations of the City of Wheat Ridge or covenants, easements or restrictions rat"record; haat all measurements shown and allegations made are accurate; that 1 have react and agree to abide by all conditions printed on this application and Haat I assume fall responsibility= for compliance with applicable City of'Wheat Ridge codes and ordinances for work- under any permit issued ba rd can this application; that I am the legal owner or have been authorized by the legal ownc=r of the property to perform the described worts and ani also authorized ky they legal owner crane} entity included on this application to list than entity can this application. 1, the applicant for this building perout application„ warrant the truthfulness of the infonnation provided on the applicatlon. IItI i?e'ar (f3i:°) 1t t7 Chi) {ti tirtg°,�17`i„.caJ ¢CIlflVit} (7ai1t:9i+fA? t dr t (first and last nnrtt t DATE. � 1 ctttderstand that checl iaa Chic box, that t tcknoair edge tont this ccaststitutes a lcal sinatuc ZONING COMMMENTS, OCCUPANCY CLASSIFICATJOK Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11448 ' BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 11/3/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 6075 W 46TH AVE Phone: 431-7594 Contractor License No. : 20120 Company : American Exteriors Inc. Phone : 794-6369 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby eertiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or 2gulations of the Ciry of Wheat Ridge or covenants, easements or restridions 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 eompliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat fiidge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $12,742.00 Permit Fee : $223.25 Plan Review Fee : $0.00 Use Tax : $191.13 Totai : $414.38 Use: Description : INSTALLATION OF VINYL REPLACEMENT WINDOWS AND INSTALLATION OF VINYL SIDING 8 SHUTTERS BUILDING DEPARTMENT USE ONLY Approval : Occupancy : Walls SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approvai: Approval: Approval: (1) This permit was issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of ihe Sfate of Colorado and to the Zoning Regulations and Buildin~ Cotle of Wheat Ridqe, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall axpire d(A) the work authodzetl is no[ commenced within sixry (80) tlays from issue date or (B) the builtling authorized is suspentletl or abandoned for a period of 120 tlays. (3) If this pertnil expires, a new pertnit may be acquired tor a fee of one-half the amount normally requireE, provided no changes have bean or will be matle in the onginal plans and specifications and any suspension or abandonment has not erzceeded one (i) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shaX be paid tor a new permit. (4) No work of any manner shall be tlone that will change the natural flow of water causing a drainage problem. (5) Coniractor shall noNfy the Building Inspeclor hventy-four (24) hours in advance for all inspections an0 shall receive written aDProval on inspection carU betore' pro nng with su ssive phases of ihe job. (6) Th s an o rmit or the epproval of drawings and speci0cations shall not be construed to be a permit tw, nor an approval of, any violation of the provisions e I or any other ordinance, law, rule or regulation. Chief Building Inspectar Sep-22-98 10:18A DEVREVFAX 303 235 2857 P.03 DEPARTMENT OF PLANNING AND DEVELOPME JT Building Permit Number : SUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Properry Owner :.Uenn (5 t J a„n 1 VOYat Property Address : 6O 7$ (,J q4 ~ ~Ve Phone : 303 -y3/- 7595/ COntracror License No. Company: jqweY1~Cn(,5 Phone:3a3_~~~ / OWNER/CONTRACTOR SIGNA7URE OP UNDERSTANDING AND AGR£I MENT Constcuction Value :/a/ 7 cY) I hercby certify lhat the setEarJc tlislanc,es pmpoxd hy this pertnit au0linlion are acc xaee, and Eo not violate appNCable ordinancas, rules or rpulalions ol tt~e Gry ol Wheat Ric ie or permit Fee : a?a,3• a S covenants. easemeNS or rcstnctions of rewrtl: thal alt meaauremente snavn, and an gatlons maEe are accunle; Nai 1 hava read and a9ree to abide Cy all Candkionl prinled M th s Use Tax : appliption, and [hat 1 assume (ull ros0onsibBily Mr comPlunce wRn the YMe t RiEge )uiltling CoEe (U.B.C.) and all oNer aDPl- b~e Wheat Rbqe omirai~s, ior on~ . e, mis„ .m,a. Total :qI4.3g50.00 . (OWNER)(CONTRAGTOR) SIG DATE IO~~ USC : Descriotion : Tri s fo-j(Ya {jC-y o li"~' V'ny / 4,ylaceptf eri70L l.t9r✓IL(au15 CLNd 5" BUIIDING DEPARTMENT 1SE ONLY SIC : _ Sq. FL : Approval: Zoning : Approval: F-Qlfl[G~1N6KK. 9"ITIM11111L3! Approval : Occupancy : Walls : Roof : tories : Residenlial Units : ElecUiwl License No : Plumbing License No : Mechanical License No _ Company : Company : Company : ExpiraUon Date : Expiretion Date : 6cpiration Date : Approval : Approvat : Approva! : Tnis ooMR.,a issuea M aoooftanu wift ft aND4,+300ris $a ionn m yowW +oncatio+ YI Is Wq.u io u,. wa a me stan a eawaao ma w n» zonna Re9Watienf and B~nIE~~y CeOe ol WMSI RiEqe. Cobnao or aM au+er avVkabk arGuuiv 'is of Na Cily. (2j lT0 W~ YYY ~~M d(A) U4 wpk iWM11L~G ~f i1M OOIMIl~CCA ~wiUY11 fuRy ~6%Eii hdll bfu! Oil! p(8) N! E WIEYS iYNd1Ll0 H WfR~IM Ol a WnOOnNlar a Period ol 170 tlsya. (7) 1/01u penM expirp. i Mr plrtnq mry OC a00uirtd bI a ke 01 aK-IIiM Ne smount nar aMy repuiRC, poviON n0 Wlqes mM Oeen ari0 OC INOe Y1 Ne OnqVWpiiNMOWNecabonfYIQaIfY IlilplUiELWMTeniNlfldlif2lOMI ~M(1)rlL. I(UIY10lSifllNAlOfIffYSVenLMdIWftlM111lriI e.ueaa one (1) nx. ea kea anae x wb• ^e• ai*^iL fq xo rak of airy m~wer alua es Eone Orl w~Y tluiqa tlr n+wrY M. W.~ia rausiip a lrainaqa praekm. `s) convacw1 wl moM me ewama apeqortwenN-rou Ra) noun in aa.r+x ia au mri sevau and sn.n racd.a wrinen soao..i m tisx~ nm xrore por~~,qinq.Mn ~ucwatieyu a~s~~d Inepp (6~ 7Te isayara W aOe~M > M iVP~ alOnw4ps aM a0~~4 tMtl na W canf iveE b W a O~a la. nar an aDYwal M. NWatlon M IM poMabm . W Ne GueOiiq m01a+M W. atllnxqe. 4w. rWS a requllGm. - Chie( Buiiding Inspector Foi Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY 7HE CHIt F BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOF 70 INSPECTION "Please complete both sides of appT cation form with submittal" XC) W ~ ~ ~ XO m W x w ~ xc W ~ ~ w ca -c ~ s ~ ~ x 0 ~ m ~ W ~ o') ~ Q '7l h 1 } ~ xo xo DEPARTMENT OF COMMUNITY DEVELOPMENT 7500WES729thAVENUE BUILDING IPISPECTION DIVISION PERMIT N0./~`~/ 7 234-5933 P.O.BOX638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALIO ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. APP ICA710N FOR MISCELLANEOUS PERMIT JOBADDRESS~~-~,'?~ OWNER ADDRESS ~ M~- CONTRACTOR PHONE ZIP CODE ADDRESS ~ cD D CITY I `\-L~~''C ZIPCODE CONTRACTPRIGE$ DATE PHONE LICENSE NO~ QS I. TVPE Ground❑ Wall❑ ProiectinQ❑ Other SorDFate Tolol SQuare Fed . MATERIAL 2 SIGNS 3. ILLUMINATION Yes❑ No❑ TYDe Eiee1. Permit N0. 4. SET BACK PROM PROPERTY LINE N_ 5_ E- W 2oro_ Approwd,Zond InspOctw ~ ff Disapprwed (SOecity w~hitch is Ironf ) ❑ ~ I. TYPE SolidLl Mora Thon 80% ODenEj Lot Than 80% OW^ MATERIAL l.-ioc~~. C cAc-(r-- Heipht 3 FENCES 3. SET BACK FROM PROPERTY LINE N__ S_ E__ W Zme__ ADDroved, ZOm Intpsctw V ~ (SPedty whicA ie front) ❑ ❑ ❑ 1:1 Disopprowd r ~ I. OTHER z - 3. - ~ DRAW SNETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHERSTRUCTURE,GIVIho as' ~NSPECTION TICKET (SETBACKS OR PROJECTIONS INCIUDED) REAR PROPERTV LINE JOB r i ADDRESS w z yyZ J"' C ~ ~ ~ DATE: BLDG. P RMITB~3~a a w ~ PERMITN BLDG. CONTR. PERMIT FEE I hsreby ocknowledqe thot 1his apDlica- fion u conect and understand tnat I 4CHEF X cannot storl 1hie project uniil this oppli- cation ie ap0roved. I shall comply witn FF_~ 1M lawf of the Sta1e o1 Colorado and to ths ZoninQ Requlol ionn and Bwldinq I Code of the City o1 Wneat Ridpe. AnY violation ol the above terme will couse BUILD immediate revocation ot tnls permit NOT VALID UNLE55 KILul" Cf .c~G°`.C_ INSPECTOR,CiTy of Wheat Ridqe Date Issued ~ - aoorceoi. CALI 2345933 24 HOURS IN ADVANCE FOR INSPECTIONS ~ v'w•. I 0 ~ SUBCONTRACTOR STREET NAME l~ /t SHOW DISTANCES FROM THE MAIN BUILDING T6ADJOINING HOUSES, $TREETS, AND VRO DATE INSP. REQ. DISTANCE . _ _______......E. Mnr uwviuiiu nR eVFRAGE DI5T4NCE. `Permit Number Building Permit q 18860 ~ eITY OF WHLAT RIDGE 6/17/2005 7500 Wc i 297'li Avenue Wheatridse, CO 80033 Inspection Line 303 z35 ?sss 303-234-5933 Residential Roofing rxoPraTv 6075 46thAv Unit: ~ OWNea: Tar.ii Poyat (303) 431-7594 . Description . 3/12 roof. Takiirs o f t? layers of old roof and replacing it with 30 yi' warranty foofmg brand name Elk. 1200 Sq. Fc. houac FEES ~ Fees Paid tC~ Use Tax _ $9 00 1$9 00 - - J % N - - Permit Fee__ - - ( Total Fees _T$39.55 $39.55 C ~ I - - C ONTRACTOF~9 _ - - - ~ ~ Name T_ License # _ _ _ _ _ _ rPhone _ Docurnent,s fm,rr! the n*avr;tsj"rrcaw, ~rc(r h,- onsfte for finaf wwf in,sperfin,i i. <<)r rpe,;~rfi: rooJ"ni~., matzrials hrzve been lrrstalfnd tn rrre~i !ID MPH ihrer-seroi7d winc( yxrsr--PRr ('90 l,fi`i'H imincl foacl.-U.~'rC:l Units: Occup;incy: Walls: Roof: Stories: SqFeet: 0 . . Ihereby.enifyihuuhe.ra.,.xJnuincesprayosedbylhiapermiupplicmlonmmnccunlqanddonotvblateapp@eLleordlnmcee,ruleeorregulatlonsofNeCity of WheatRkt,eorcurvnvnn...mun... 1snrresviccionsofmvuM;ohatnllm<asurcmmbNown,wnJJIeeiHOVmulde. rc. aunh;thatlhavercatlmdsgreemaElEeby . :Rpcanditinnsprnoi'Aonihl.:qq,n..iion,anAtha, InseumefullresPOmibNtyforcomp0ancewithtM1eWheatRid¢eBUlidNgCOAe(U.&C.)anddiothernPPNaable 'KT tRlg.utlliii:Lo . firl.,ind 0 PrrmiL _ 7 t~/ (O~VNE1pIC( RACI 1 ~NFDOATE . ~ 1 I hn. pe i i' n dlna wtlM1 the provisians set fnrlh In your opplicatlon ma b eubJmt ro tbe hwa of the Stat of Cobrado md to the Zaning ' . RegiAnfloneunJloinJlnpt,oJeotN'heat Ridga.COlorvdoorvnyotherapplleabkorJMmttsoftM1eGry. 2 'fbis punr, ic aL:JI u..h e If ck) tLe work rvthoriud 0 nol cammeneed wi[hin fixty (60) daya Gom leme dafe or (B) fhe buildine rvtM1Or@ed le auryentleJ or . . . . ili,xnaooenn,, anrr¢naar> 3 If U . iI I t iiiay be ncquired for a Itt of ono-haltthe amaunt normolly nqu4M, provided m oAange+M1rve bmn or wi0 be made in the naIPI n onl. cl . J inly year.IfoM1angaanmadeorifmspemloooraLaudammmt -ueabnicOh~.kdii- usep~~bepniJfaranewVermit. . . . 4 p w k f. 11.:.uLI tlnocHial wJlchnnSechenalurvlllawofwatereaueloea dnlnqeprvblem. 3 ~trutioral,ll trtl., IPi'Idip,l spiUOrtwenryJnur(E4)M1OUnlnsitlvanttfordllmpeRlonsaodsM1tllrettbewelttrnapprovaloninspretlonnrdbeforc lin... 1 ' Ylm_ 111 6 . irprilival of d~owinvn aa %Pedfca~lom vhdl mt be mnstrved ro be a permlt for, nor an appmval of, my Wo6tbn of [he " . . IJ' I 4 , bw, rule or rcyuhlion i.~ ~ 71111, 7-1iIJin0n111ea1,. SIGIiEUDATE . . Fridey, Jnnc 17,200> Page l of t COMMUNITY DEVELOPMENT DEPARTMENT oF '""F'~ ~ SUILDING INSPECTON UNE • 303-234-5933 o GTY OF WHEAT WDGE ~ 7500 WEST 29TH AVENUE WNEAT RIDGE, CO 80033 - (303-235-2855) APPLICA Building Permit Number: Date: PropertYO"'ner: i Ami 3uV0'++ PropertyAddress: ((Ia')S w 4(c Contractor License No.: Company: Phonc 3os'-`131-'1S/"/ Phone: pYVNERiCONTRACTOq SIGKA{V{{E OF UNOERSTANDWG ANO AGREEMEM I BuiJdina DepL Vaiuation Figuire: $ I herebY oefbfY that the selbadc dtstan°ea ProD°sed bY this permit application are accurate. and do nol vidab aPDhpble ordmnes, rules a repuWtims of the Ciry of W heal Ridpe a°ovenalia. easenwnb a resVictions W record: Ihal ar measxemerib shown, and aNepaOOns ma0e are and Vw ta swma lu ~ aand i~ ~esPa+~b~Y fa oonai0ons vr+nua an mia applica; comMia^a with Cw W heat Ridpe BwWinG CoOe (I.B.C) anA aA oUw app6cabk Wheat Ridpe OrOinances, frn work un0er this PQ^^A. Plans subod w fiNd inspection. {owawn)(wN*rucron):va.rteo Value:$ . Permit Fee:$ Plan Review Fee:S )cC T2X:$ TOial:$ d . tion)' iS o E o0aww r" N~~ Uss of Space (exnp 2Ic ~ a Desc~pUonofworlc: u~ 1~ Y brc~J ~v.~tie L=1k L't -iS ra t~^-o Sy~ $q. Ft. adMd BUII.DING DEPARTMENIT L'SE ONLY SIC: Sq.Ft.: a+nw CowfnTS: p,p{xoval: Zonirq: ILDING COMMEMS: MProval: W ORI(5 CO►MIENTS: p,pproval: wE DEVARlYEM COMMENTS: ncacval: ~~ncy: yyalls; Roof: Stones: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company. CompanY. Company. Expiration Oate: Expiration Date: Expiration Date: ~ Approval: ~oyy: t~ ~ 71~ pprrti( was issued in xaadxwe wiTh 1M P~ ael bM in yo~r eDP~Uon and ia wbjW b tl~e laws of Ux State ot Cobrade ard b tla Za:rq Rsyutam^s and Bu'b"'q C°d°° d W heat Ridpe. Cdaado ar arry olMr aOWicabb orOmanoes of tna Cuy. (Z) 7~y pam~it yiy9 eqire H (A) ~ wwk authorcnu is rat oo~osU wiU~in s~xty (90) aaYs ham issue dab a(8) the bu~ u+g ouywimd is yuspende0 ar obyWyyd ior a perio0 0l 180 Oays. (3) N tlds Dw"d a new Dei^rl maY De st~uM°d 1or a fae d ons-half 1M amounl normaMY repuireC. W~T'~ no charqn have bssn a will ba rtmOs in tM wiYinalO~ and aM s+sG°mw °f abwdmmwd has not exceede0 ane (1)Ysy. MdwqeshavebesnaMswDension aaDanAOrrrwMaueedsons(1)YVar.fWtessatWDeDaidfaanewDerma. (4) No work d anp nianrief s1ull W dorr rag wi Uiarqe a'° 1^ n sdv~ kopediam a~ tl~M receive w+inen (5) convacoor On ~ ~rd W~lon pkopectm ocesAir9 w~M~ ~a~o~+' D~ of U~s joD' OPWOVSI (s) n» asuan~ a a wm+~ w ms .vn~ d~""""0""d'P°~10~ 'ha/ na oe ca+wusa o0 oe . pemia t«. nor a, appa,y d. anY vfo00160^ of IM Wov+aio^w d IM bulSnO codas a anY otlm adrwnoe, law. rule a rsPlatio^- All pbn rwvNw b sub)sCt W MW MnpMlO'+• Chief Building Official N dLL: 0 r c~ W ~ ~ N ~ ~ h ~ O V N c a ~i Q O y ~ W V ~ . 0, ~ U LL = y ~ O = M Lo V '7 p N ~ ` W U H Z Z 0 U W a cn Z i F~ r= o z' u ~ a E c a N N d ~ a ¢ a 0 M3 ~ a ~ Y N E F c O (D a w L 0 a~ 4 ro N N c 0 0 z ❑ ~ ~ ~ H 0 N M M m O ~ n c W ~ o ~ Z V E -o ~ 7 = ~ e C ~ O i> U 01 ~ vai ° C c ¢ . U ~ n U) ~ rr 76 a ~ ~ ~ W ° tll C N . ~ Q V N cc C d _ W ~ C o = Q M c~i ~ y M ~ iy t~0 i O pf v u~ `cov, H a Ln I U•~ oN m `o ~ I` i., F- ~P l1J U H Q Z Z O U W a N Z G d ~ E o ~ z U ~ a E d c a ~ N d 9 9 a a 0 'i m Q ~ ~ ~ ~ N O N :E ~ H o ~ V ~ ` d E g \ ~ v a ° ~ o- a i E n m Y ~ y c c o - ~ o a) ~ ~ ~ a a) e ~ > c ca o 0 o Q $ ~ Z ~ 3 0 ~ ~ ~ . 4' City of Wheat Ridge Re.s. Miscellaneous PERMIT - 080346 PERIKST NO: 080346 ISSUED: 04/17/2008 JOB ADDRESS: 6075 W 46TH AVE EXPIRES: DESCRIPTION: 10'*23' deck/wood built on front of residence CONTACTS owner 303/431-7594 Dennis Boyat PARCEL INFO ZONE CODE: R-2 USE: r3 SUSDIVISION: 0379 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 800.00 FEES Permit Fee 42.46 Plan Review Fee 27.60 Total Valuation .00 Use Tax 14.40 TOTAL 84.46 . Conditions: AT: approved. xC: per attached plans pg. 1-7 I hereby certify that the eetback distances proposed by thie permi[ application are acwrate, and do no[ violate applicable ordinancee, rulea or regulationa of the City of Whea[ Ridge or covenante, eaeemen[s or restrictiona of record; that all meaeuremente ehown, and allegations made are accurate; that I have read and agree [o abide by all conditiona printed on this application and that I aeeume full responaibility for compliance with the Whea[ Ridge Building Code (I.B.C) avd all o[her applicable Wheat Ridge ordinances, for work under this permit. Plana aubject to field inapection. Signature of contractor/owner date 1. This permit was iseued in accordance with the proviaione eet forth in your application and is aubject to the laws of the State of Colorado and to the 2oning Regulations and 6uilding Codea of Wheat Ridge, Colorado oz any othez applitable ordinancee of the City. 2. Thie permit shall expire 180 days from the iseue date. Requeeta for an exteneion muat be received prior to expiration date. An exteneion may be 9ranted at the diecretion of the Building OfEicial. 3. If thia permit expires, a new pesmit may be acquired for a fee of one-halE Che amount nozmally required, provided no changes have been or will be made in the original plans and epecificationa and any auspension or abandonment has not exceeded one (1) year. If changee have been or if euspeneion or abandonment exceeda one (1) year, full feea shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water cauaing a drainage problem. 5. Contractor shall notify the Buildin9 Inepector twenty-four (29) hours in advance for all inepectione avd shall receive wrltten approval on inepection card before proceeding with succeesive phasee of the job. 6. The iseuance of a permit or the approval oE drawings and epecificatione ahall noG be construed to be a pexmit for, nor an approval of, any i lation of the provisione of the building codea or any other ordinance, law, rule or regulation. All plan rey5~ev~y~ect to field inapections. Si9nature of ¢1/ief Milding Official date IN3PECTION REQUSST LINB: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. T . 4' City of Wheat Ridge ~l Res. Miscellaneous PERMIT - 080346 PERM.IT Nd:080346 ISSUED: 04/17/2008 J09.<ADDRESS:6075 W 46TH AVE EXPIRES: DE6CYtIPTTON: 101*23' deck/wood built on front of residence ....~+t* CONTACTS :x♦ ~ ~ ~ owner .~~303/431-7594 Dennis Boyat PARCEt; INFO ZONE CtlDS~< . R-2 3UBDIVI5SON:. 0379 USE: r3 BLOCK/LOT#: OI r3+UMKpgy ESTIMATED PROJECT VALUATION: eUu. w FEES Permit Fee 42.46 P1an. R@ViewFee 27.60 3 Total'Valuation .00 V$B`TaX14.40 •+;I;O;TAL 84.46 canaitfosas: ' AT; app#oved. KGi per`attached plane pg I hereby 1-7 Ctify that the aetback dietancee proposed by thie pemit application are accurate, and do not violate applicable ,rulee or regulatione of the City of Wheat Ridge or covenante, eaaemente or reatrictione of record; that all 8ehown,. and allegatione made are accurate; that I have read and a9ree to abide by all conditione printed on thie andthat I aesume full reeponeibility for compliance with the Wheat Ridge suilding Code (I.B.C) and all other wheaG Ridge Ordinancee, for work under thie permit. Plane eu6ject to field inapection. ~ _ _ i 1. Thia Permit was iaeued in accordance with the provisiona se[ forth in your application and ie eubject m the lawe of the State..o3COlorado and to the Zoning Re9ulatione and Huilding Codee of Wheat Ridge, Colorado or any other applicable .oXdinen,ee6 of the Mty. 2..'This.peTinlt 8ha11 espire 180 daye from the issue date. Requeete for an exteneion muet be received prior [o expiration date. An'exteneion may be gxanted at the diecretion of the Huilding Official. zovided no 3...-Lf:khiapermit e~cpiree, a new pemit may be acquired for a fee of one-half the amount noimally required, p ..chang8e have.been or will be made in the original plan3 and epecificatione and any.euepeneion or abandonment hae not . qcCegAgdone (1) year. If changee have been or if euepeneion or abandonment exceede one (1) year, full feee ehall be paidfor a new permit. 4:No wo3k isL any manner ehall be done that will change the natural flow of water cauaing a drainage problem. 5. CoritlEaGtar ehall notify the euilding Znspector twenty-four (24) houre in advance for all inepectione and ehall receive vnitt4a appzoval on inepection card before proceeding with aucceaeive phasee of the job. 6... The$deuance~of a pemit or the approval of drawings and epecificationa ehall not 6e conattued to be a pemit for, nor an approval of, any Solation of the pzovieione of the building codee or any other ordinance, law, rule or regulation. All plan re ' e ject to field inepectione. gnaCVle oY, ef4Qilding Official aace lTSP$CTSO~ RSQU83TLINS: (303)234-5933 BUILDING OFFICE: (303)235-2855 EQUE5TS MUST BE MADE BY 3 PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~F WHEqr,P City of Wheat Ridge Building Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 C~LORP~O Building Permit Application Date: Plan Permit Property Address: ' ()n7 S ~ qyn , Property Owner (please print): Phone: Mailing Address: (if different than properfy address) Address City, State, Zip: Contractoc Contractor License Sub Contractors: Electrical City License # Company. Phone: Plumbing City License Mechanical City License Company Company. Exp. Date: ExP' Date: Exp. Date: Approval: Approval: Approval: nstruction Value: $ Use of space (description): Co R~ (as calculafed per the Bullding Valuation Data sheeq Description of work: oi, Plan Revfew (due at time o(submittal): $ 2es~¢a:us~- Sq. Ft./LFt addedi ~k_ Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT cable ordinances, I hereby cedify that the setback distances proposed by this permit application are accurate, and do not violate appli shown, rules or regulaUons of the Ciry of Wheat Ridge or covenants, easements or restridions of record; lhat all 6on andmhafsl assume (all allegations made are acarate; thal I have read and agree to abide by all conditions printed on this app' responsibility for compliance with the Wheat Ritlge Building Code (I.B.C) and all olher applicable Wheat Ridge Ordinances, for work untler this permit. Plans subject to fleld inspection. CIRLCE ONE' (OWNER) (CONTRACTOR) or PERSONAL REPRESENT~TIVE of (OWNER) PRINT NAME SIGNATUREi Date: ZONWG COMMENTS: Oc~A Zoning: Reviewer: 1 PUBLIC WORKS COMMENTS'. Reviewec DEPARTMENT USE ONLY BUILDING DEPARTMENT CO ENTS: flk CN419 Reviewer ~ FIRE DEPARTMENT'.: ❑ approved w/ comments 0 tlisappfoved p lml/S PG . / - 7 ❑ no review required I Bldg Valuation: OCCUPANCY-._ of the International Code Council 1. COII1pI8tC tI11S BUIIIIIIIg GUIfIC by filling in the blanks on page two, and indicating which construction details will be used. 2. Provide 2 Plot Plans (site plan) showing dimen and its relationship to existing buildings or structures to existing property lines drawn to scale. & FiU out a huilft permit application. The majority of permit applications are processed ! with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International Code Council is a professional organization seeking to promote the public health, safety and welfare to building construction. We appreciate your feedback - and suggestions. To obtain a master copy of this building guide, please write to the Colorado Chapter of the Irtemational Code Council, P.O. Box 961, Arvada, CO 8000t This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. City of `W6eat Pj6ge ~BuilQi~g ~Division 7500 `GU 29"Ave. Wheat ?U'dge, CO 80033 (303) 235-2855 project or addition rty and the distance ding Depafinent wed ~ •/L•OS nnTc DE W~E4t i P V ~ C~CORP~ u How to Use this Guide Provide two sets of plans and complete the following: 2. Indicate in the check box which detail from page 3 will be used. lx-~k-or 2x decking (examp/e:ix4or2x8) Existing bidg. 36 inch high guard with balusters spaced so that a 4 Inch diameter sphere cannot pass through c E Approved N N ~ flashing Attach decking with required ~ non conosive Nasteners ~ 3i9' :B . • , , _ , . . \ i tail B . 0 ❑,4lternateDetail6l m ly~ i7v.~ - ~y~ ~y~~ 77 r~s ~ I-~S ~ y B (see pege 9) r1)v ~ . ~ 'E Conditions such as attachment to ~ caMilevers or veneers may require °J Eng[heai's approval . " ~ , . . . . .4.... . . . -y.... . . . r. 'rDat8ll fi' il.a. ~ ♦ . :f . . . (sedVa4a3) • Finished rade ~ ~ Note: If an exit or egress from the existing building passes under the proposed deck, or if y there is an existing patio under the proposed t deck, a minimum clear headroom of not less 0 than 6ft. 8in. must be maintained under the ~'r beam. Please indicate openings in existing wall. 2X~~ ' a spaced part (example:2x 10'spacetl24'epart) Z L x-Zo beam (e,remp1e: (z) z x 10 -see detan e) 2x/0 rim joist (er.ample: 2x 10- seeAttemate B18 52) -Y x M posts spaced apart (example: 4 x 4 posfs spaceU e' epart) P~ Bc A-$39 Span /O p (eremple: 13'-4') Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Directions ~ 1. Fill in the blanks on pages 2 and 3 with dimensions ~O ys y` ~ AvA . and materials which will be used to build the structuie. Please printlegibly. New or existing light required ¢ Guardrail 36" min. height Open guardrails and open handrails on decks and stairways more than 30 inches above grade or a tloor below shall have members spaced so that a 4 inch diameter sphere cannot pass through. 10" min. run e Deck ' Lessthan 6" dia. Guardrail required if more than 30" Open risers less than 4" Stairway Notes: 1. Stairways shall be not less than 36" in width. 2. Stairway rises shall be not greater than 7 3/2 3. Stairway treads shall have a minimum ov 4. The length of Run and the height of 40A than 3/8" in the entire run of the stai 5. Stairs are required to be illuminated 6. OPen risers permitted if opening is I 7. Mmimum 3/4" nosing 3438" above nosings - 4 inch min. - 7 314" max. rise more !aiidityo prmiP The issuance o( a permit or approval of plans, speci at ns and co u tions shall not be a permit for, or an approval of, any viol io to any f he provisions ot rhe building code a of any City ordinanc . s r summg to give ai 'nnrny Io vinlite or cancel the provision f 9 ild g codes or ot~ ~~er ord. -ces uf the Gty shall not ba valid _ Not less than I l Landing of Finished grade Handrail Notes: 1. Handrails shall be continuous on at least one side of stairs with 2 or more risers. 2. Handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosings. 3. The handgrip portion of handrails shall be not less than 1-1 /4 inches nor more than 21/4 inches in circular cross section. 4. Handrails shall be placed not less than 1-1/2 inches from any wall or other surface. Per2001 Supplement 1 '/a" - 21/4" m3X. 4 7'/<"-2"Gr Wall or other t 1/z" min. This handout was developed by the Colorado Chepter of the International Code Council as a basic plan submittal under the 2000 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 141 q'o m (CO4 E,T p00 ~ ~ H Q Z ~ w n 0 o. M ti Wheat RidgeBuilding'i]e artment p rovedy Y /G .08 BCq INGOICIAL DA"fB b:aiidity of permit The issuance of a permil or approval o( plans, specifications and computations shall nol be a permil tor, or an approval of, any violation to prowstons f the building code a of any City ordinances. Permifs presuming to giv authordv to violate or cancel the provisions of lhe building codes or o er ord,n 1~,,ces of ihe City shall not 6e valid. F ~11~-.~4T -1 i ` 9~0 ti ,.i ~ ~ u ~~m -`r' i °~tos±w~o a~ Y Wheat Ridge Buifding Department _ Anaroved Wa iNC rictnL - n.nrr. Va idity of permif The issuance of a p rmit or approval of plans, specifications and bnns shaii not be a t for, or an approval of, any violalion to y of th rovisions of the buil g code a of any Ciry ordinances. P presum to give authority t J violzte or cancel the pmvisions of the or other o-d'~- ing c ~es ot the City shall not be valid. xi \ 0 y \ m o 0 zx m mQ G m Z m ~ 0 m n ~ ~ - _its ~ Za' _ ` Ir ~I ! U ~ a lo Icf) i m . ~ a 'a C N m ' ~ fn x I~ I ~ Z ~ o~~o~ V v w ,C29 D ,C) (O r 0 m N Z ocol Og N C) ~ R1 a °o n ~ w w M ~ ~ --v ~ Z -