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3565 Dudley Street
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AeD eD et Co W A ° o a fD oft 3 o' �u rD � y � a. o RrD 00 � � N c O O C. f A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�=- Job Address: Permit Number: ❑ No one available for inspection: Time s ¢_ AM/PM Re -Inspection required: Yes ( When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date:i-.) 11 0G"),u Inspector: 1- r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:`2, Permit Number: .. ) L)No one available for inspectimTr PM Re -Inspection required: Yes 0 f} When corrections have been made Me,dule for re -inspection online at. httpAvww.ci.wheatridge.co.0 ins ection' f e` cto�-. i DO NOT REM OE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � �-- Job Address: Permit Number: I ❑ No one available for inspection: Ti �AM/PM Re -Inspection required:es No When corrections have been madesc u e J spection online at. i hUp✓/www.ci.wheatridge.co.usns ctio T T. - Ins ect DO NOT RE OVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office Inspection Type: Job Address: Permit Number: INSPECTION NOTICE ❑ No one available for inspection:-Tjr /PM Re -Inspection required: YesNo When corrections have been maderVeh dule for re -inspection online. at: httpLIwww.ci.wheatridge.co.ualinsgection' �_---- --,-� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: w 3 Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required:Y s' No When corrections have been http✓/www. ci. wheatridge.co. u D�i11 '—[(_M/PM online at: .n�� � `�,yyqy .wry �y f;.1 'YAi+ a•�• •L Y '���F }; �. .l' �'�� t i1 EPDM ROOFING MEMBRANE LIMITED WARRANTY SERIAL , 1046184 LMOMO SQUARE FOOTAGE: 2000 BUILDINGOWNER Stephanie Garcia 3565DudleyTowuhome BUILDING ADDRESS: 356.5 DudleyStred Wheat Ridge, COSQ033 EFFECTIVE DATE 051'15120M EXPIRATION DATE 511MM MULE -HIDE PRODUCTSCO., INC. ("Seller") vaerraLs totheab ove named Buildrg Ower ("Byer" ), installeciattheabove named location, that its EPDM roofnng rrerrbrane ('Membrane') is freefron ner►facitring defects and that the Menbranewll rd deteriorate duetotte achm d rroisdre, olden, ozone and titraidet light modified byline and temperahre("V1ealtherirg")totoextent that itbecomes incapabledneirtainirgavaertightconcitionfarthev"rartyperiodirxGcatedaboveasasingle-plyroofirgmartraeand that the Membrane is manufactured red in accordacewith the manufacturer's specifications. This W rra lydoes not cover the appeerace, cleanliness or dscderdion dthe Membrane for an yre ason Though the Membrane is quite inert ad will resist v aeff eri rg mell, it wit I not wttsfaxl the actions d mer ym Aerials. Byvayd illustration (but not limted to) such materials include strong rids, fats, oils, grease and most t7ydrocarbo s. Cove mist betalen indderminirg campalideerniro mental conditions for installation Sellerassures ro liabilityfcr arryfailured the menbrane resulting from (1) Ads d God, inclurfrg Hitholl lirritation floods, lightning, hurricanes, winds (Whether gusts or sustained), ear Lolles,erthtremors,tornados,gales,hail,fire,that. on orpreaencedplant, oddfungi, bectehaandinsects aairrdsdayoriginorcaseoraydelhris resulting frantheforegdng; (2) Installation; (3) Anyactd negligence, acddent, rrisuseor able by Buyer, the installer or ayofher person, inducing but not irritedtomenialismt fire, falling abject; ciVI dsobedence, atofmar or ayairrimal conduct; (4) Envtromrrtat fallout, chemical althdcorthe presenmWthina alsidetiheBulldrg daycarmmmerdat or industrial sdmert, amid, causticluid, petrdeunprock4 vac grease, absorbent, dayor plasticize; (5) Anyfailure, deterioration, settlerrert or move rertdthe rod structirg root deck sutatrateor building owponerts (inducing but not lirritedth FMACs); (6) Defects inthe building or roof design (7) Lacicddrairage inducing but not firrithdtoaycordtion cased Wreclequate or irrpreper roof pitch or drains, dondesalion from machinery, or defection in the roof surface; ad (8) Use in an in arpefide envinxrnert as irdcated in fie preedng paragraW To rehire a performance d Seller's obligations underthis W erraty, Byer must, within thirty(30) daA d dsaoveryd the purported defector deteriorationtowitch the daim relefes, send witten notification of such defect at its onn ope se byrertified nail to MULE -HIDE PRODUCTS CO., INC. ATTN: WARRANTY DEPARTMENT P.O. BOX 1057 BELOIT, W 53512-1057 This notice mat include a general description of the purported defect or prerreture deterioration Failure to ndtifythe Seller in this manner shall be deemed a Ad%w of any purported defector premt re deterioration Wthinthrty(30) dajs afterwitte n notice dthe alleged defect has been received bySeller, its re preseertabmewil I irnestigatethe claim Sellershal I be erfitied to inspect the roof before incurring aydiigation hereunder. It shall bete responsibilitydthe build rig owner to provide safe access tothe roof. An inspectionfee (in a cordacewith Seller's standard d cages) shall be paid byBuyer to Seller prior to inspection (the"Inspection Feer). In the Bert the caused the leakis not cowered Lythe Warranty, SellerW II retainthe InspectionFee. Surch investigation may include the secrerrert of adequate samples dthe MermbranefranthestructuretoW ich it is alfihed for testing hySeller as partd its claims investigation F-ailureto be permtted such investigationconstitutes amdw dthe purported defector prerrelure deterioration Upon being perrrifted such opporhnityto irhestigale, Sellerwill then prarrptlyperfdrmaydbligafion imposed bythis W rralyas a result d suh investigation H upon inspection bytheSeller, the Mar raneshom prerrguredeterioration becausedvveatferirg withinthemnerra typeridd stated herein, Seller's liabilityad ByWs soleand edusiee remedyshall be lirrited atSeller's option to the supplyd repair material sufAciert to replaethe alfated erea d Mw&ansa credit to he applied tawmerds the prc ase d a nEwMembrane, theaelue d these rernedes being determned bythe seller used upon the nrrber d remaining morthhs of the u rs0red warranty used to pro -rote at current prices forte Mernibram The mEDirrumpro-rated walueallowwad bySeller for repair or crecit shat riot theoriginalMembranepurchasepriceThislimitedvarrantydoesnotapply to labor, other materials or auyother freers. BUYER'S REMEDIES STATED HEREIN ARE THE SOLE AND EXCLUSIVE REMEDIES FOR CLAIMS AND DAMAGES ARISING FROM FAILURE OF THE MEMBRANE SELLER MAKES NO WARRANTIES, EITHER DRESSED OR IMPLIED, WHICH EXTEND BEYOND THE FACE HEREOF. SELLER SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE SELLER SHALL NOT BE LIABLE UNDER ANY CIRCUMSTANCE OR THEORYOF ACTION, INCLUDING BUT NOT UMITED TO CONTRACT, TORT, PRODUCTS LIABILITY OTHERWSE,(I) FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT UMITED TO PERSONAL INJURY, LOSS OF PROFIT OR DAMAGE TO THE BUILDING OR ANY MERCHANDISE OR OTHER CONTENTS THEREIN, FOR VvHATEVER CAUSE INCLUDING BUT NOT LIMITED TO MOLD, FUNGI, AND BACTERIA, EVEN IF THE WARRANTY PROVIDED HEREIN FAILS OF ITS PURPOSE; AND (II) FOR LOSS OR DAMAGE CAUSED OR CONTRIBUTED TO BY SELLER'SAPPROVAL OF THE CONTRACTOR OR INSPECTION OF, OR FAILURE TO INSPECT, THE BUILDING ROOF. IN THE EVENT OF ANY ARBITRATION OR LITIGATION REGARDING THIS WARRANTY OR ITS SUBJECT MATTER, IF SELLER IS THE PREVAIUNG PARTY, BUYER SHALL REIMBURSE SEIM FOR ALL OF SELLERS DISPUTE RESOLUTION COSTS, INCLUDING ATTORNEYS FEES, FOR PURPOSES OF THIS WARRANTY, SELLER WILL BE DEEMED THE PREVAILING PARTY IF THE BUYER RECOVERS NOTHING OR A SUM LESS THAN WAS OFFERED IN SETTLEMENT. THIS WARRANTY TAKES PRECEDENCE OVER ANY OTHER DOCUMENTS OR REPRESENTATIONS (WHETHER ORAL OR WRITTEN AND BYW -I MEVER MADE) WMICH CONFLICT WfTH THIS WARRffi Y. Set ter shall not be I table for any 1 nciderial, consect will al or allw damages such as darrWes to the structure to vhch the Membraneisafihedcritsconterts;andanyresulting damage or condition, irid uirig but not limted tq rrotd fu gi or bacteria nor shall Setter be Ibablefor arydar ages Which are based on reg Iigenrcp, breach of vnerraty, strict liability or any other tteerydher than the IiabiIityset faith above Incidental and corsequertiai clarrcges shall rd be recoverable even if the re -supply remedy provided for hard fails d its prpose. Setter will not be liable for arty actions or eaperdtues which are irrxrred prier towitien acl;noWecigent of Seller's resposibilityrelating to the re -supply remedy provided for hereiin. This vnerraty is not Fining upon Setter unless eeated by an eecutiee officer of Setter or a dlyalhorized enployee of Setter's WarartyDe partnurt No refresertatiw or errployee d Seller, or aryother party, m eyaiter this Worra lywithat the prior wit en corset d an eerulime officer of Seller or a dlyauthorized a pivyee of Setter's Warranty Depatrrat This Warratyeonstitutes the entire urdersta cli ng ofthe parties with respect to the subject natter coria red herd and reviles and supersedes all prier agreaerrents, m helher Witten or oral, befWeen the parties. This WkrrartyshalI tale precedence over aydher docuneris or representations (Whether oral or wilt r> and byvnhdrneaa made) Wich mmayecrflict Wththis Warrarty. M ULE-HlDEPRODUCTS CO., INC. Technical "Y 4a N a Tian lYJ�tiw�lt{ l Date: Form ID: 1046184JUN20 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Y n k 'Q ` a (i Job Address: Permit Number: ox c ry),' -- Ve 0JlA ryl ovj ti c, ❑ No one available for inspection: Time AM/PM Re -Inspection required: ge No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co. usdnspection Date: i , �' Lu Inspector: l� i DO NOT REMOVE THIS NOTICE enderson ngineering L.L.C. 13485 N. TRAVOIS TRAIL PARKER, COLORADO 80138 (303) 841-0983 FAX (720) 851-8726 May 8, 2020 Touchstone Development 731 S Elizabeth St Denver, CO 80209 Re: Structural Framing at 3565 Dudley St, 19-386 1. We visually observed %" diameter holes in the TJI rafters above the Great Room. In several locations these holes are closer than 12" to the bearing point. No repairs are required, knockouts are located in the web for this purpose, and are located within 12" of the bearing. 2. We visually observed '/4' diameter holes in the several LVL beams framing the Great Room. No repairs are required. 3. A (3) 2x6 header is installed between the upper and lower windows on the east wall of the Living Room. This is structurally acceptable. If you have any questions regarding this letter please contact me at (303) 841-0983. Sincerely, Adele Hoople ���p,D 0 UCF2S VO .^� HE1�0 •.• F� �e ��,,•: :2 O: Philip Henderson, PE # 33579 a z 0N A )L�N Page 1 of 1 i CITY OF WHEAT RIDGE Building Inspection Division \� (303) 234-593,3 Inspection line (303) 235-2855 O"e - (303) 237-8929 Fax P INSPECTION NOTICE Inspection Type: 1 0S Vv-) S r1^) SW Job Address: Permit Number: dy `Cl t �i ❑ No one available for inspection: Time t'GC. AM/PM Re -Inspection required: Yeso When corrections have been made, call for re -inspection at 303-234-5933 Date: � P `l •a I-ZO Inspector: "�)- DO NOT REMOVE THIS NOTICE United Insulators F: IKA ktnz/or company. 575 Osage Street / Denver, CO 80204 303.730.3059 Office 05/21/2020 Touchstone Development 731 S Elizabeth Street Denver, CO RE: 3565 Dudley Street Wheat Ridge, CO To Whom It May Concern: The following insulation is installed at the above referenced property: 1. Non -Vented Ceilings: 3" (R-21) of spray polyurethane foam with R-30 unfaced batts (R-51 total) 2. Soffits: R-30 unfaced batts 3. Box Sills & Rim Joists (Incl. Ceiling): 3" (R-21) of spray polyurethane foam 4. Trussed Ceiling: R-49 kraft faced batts 5. Exterior Walls: R-21 unfaced Batts covered with .004 poly 6. Crawl Walls: R-19 vinyl -faced blankets 7. Crawl Floor: .006 black poly wrapped up the foundation and tape -sealed 8. Foam Package: Foam around all exterior windows, doors & exterior penetrations; draft stopping as required per code. If you have any questions or concerns, please do not \hesitate to give me a call at 303-730-3059. RZepae'�notko., A Office Manager United Insulators, Inc. A Kinzler Company i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 71,_ I -f<; D1 t S Permit Number: _) k_� C! u ❑ No one available for inspection: Time Re -Inspection required: (!�es No �...- *When corrections have been made, call for re -inspection at 303-234-5933 Date: 5 Z 1 ` .? 0z-1 Inspector: DO NOT REMOVE THIS NOTICE From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Friday, May 8, 2020 5:43:07 PM Revision to Permit Application Permit Number 201901261 assigned to project PROPERTY INFORMATION Permit Number 201901261 Property Address 3565 Dudley St Property Owner Name Stephanie Garcia Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 303-619-2546 Property Owner Email formandsubstance@gmail.com Address CONTRACTOR INFORMATION Contact Name John Matusiak Contact Phone Number 303-810-3604 (enter WITH dashes, eg 303-123-4567) Contact Email Address imatusiak@me.com Retype Contact Email jmatusiak@me.com Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Submittal for frame revision Pg S-1 & S-2 Engineer Letter (if Field not completed. applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Field not completed. No 0 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting John Matusiak Revision Email not displaying correctly? View it in your browser. SQUASH BLOCK UNDER POINT LOAD ABOVE, TYPICAL PATIO tY."xt t36" T.S. RIM JOIST TYP. ATTACH SLEEPER TO STEEL 2. LUMBER SLEEPER BEAM W/ (1) %"0 CARRIAGE FLUSH W/ EACH EDGE BOLT O 3fi' O.C. OR (1) OF BEAM FLANGE SINGLE X-ZF 47PBSS23 POWDER MEMBER MAY BE USED ACTUATED PIN O 116' O.C. ON NARR -R BEAMS /))li WOOD "1" -%-OSB SHEATHING --14�l JOIST MUST LAP OVER BEAM MIN OF 12" ITS SERIES HANG R TO MATCH JOIST SIZE DETAIL 503a STEEL FLUSH BEAM 1 "=1'-0" PLUMBING ABOVE, ADJUST JOIST LAYOUT TYP. HU11 PAGttkIT 14" OF STEEL— PER I 1'x111 " LVL DETAIL 517.10 W10x26# W10x22N FLUSH STEEL BEAM FLUSH STEEL BEAM WELDED 'T' WELI CONNECTION CONN CRAWLSPACE SINGLEJOIST ATTACH SLEEPER TO STEEL -I BEAM W/ (1) 36"0 CARRIAGE BOLT 0 36" O.C. OR (1) X-ZF 47PBSS23 POWDER 2x6 LUMBER ACTUATED PIN 0 16" D.C. SLEEP R ALTERNATE 5 S OF WEB WOOD 'I' jJOIST DETAIL 503b STEEL FLUSH BEAM 1 "=1'-0" PORCH FLUSH STEEL" BEAM — i LL --� WELDED T CONNECTION Y L J WELDEDL CONNECTION FLUSH STEEL BEAM w a _ 3 =y CONNECTION SOLIDISTEEL- = REVISION LAYER*OF UTER PLIES. LAP NAIL J01 1S TO SLEEPER BEPN TREATED PLATE - WOOD -I" JOIST W/ (2) 10d NAILS - 3/8" CARRIAGE WOOD "I" ATTACH SLEEPER T JOIST BEAN W/ (1) 36"0 2x5 LUMBER BOLT 0 36" D.CSLEEPER %-ZF 47P8SS231 DETAIL 508 ACTUATED PIN O 16' O.C. JOISTS PERPENDICULAR TO FDN ALTERNATE SIDES OF WEB 111=11—o" DETAIL 504 STEEL DROP BEAM 111=1 '-0" ATTACH SLEEPER TO STEEL -I BEAM W/ (1) 36"0 CARRIAGE BOLT 0 36" O.C. OR (1) X-ZF 47PBSS23 POWDER 2x6 LUMBER ACTUATED PIN 0 16" D.C. SLEEP R ALTERNATE 5 S OF WEB WOOD 'I' jJOIST DETAIL 503b STEEL FLUSH BEAM 1 "=1'-0" PORCH FLUSH STEEL" BEAM — i LL --� WELDED T CONNECTION Y L J WELDEDL CONNECTION FLUSH STEEL BEAM w a _ 3 =y CONNECTION r I I II II I� = REVISION LAYER*OF UTER PLIES. LAP NAILS O 6" D.C. PLATE 1 TREATED PLATE - WOOD -I" JOIST J6" -A" GAP s� - City PT Q'K W hcatF2�dge APPROVED Roy,g 39&LAtT C—lance Randy Slusser 511212020 Plans Exam%MT Date Waex. me„w"; �p,.,,Or Amm,mWNm mrWmxa M. r., a>esN w.o,mw m mva��m> wwm y 1n.�e.m.,a,.e.rn.o an.a,e�. zzw..0 ,M m p.. m,wxy ee ww rermrn,eOrmYmm 4nm VERIFY ALL DIMENSIONS AND PATIO ELEVATIONS PRIOR TO CONSTRUCTION AMC DR BOLT ATTACH SHEATHING MUST PROJECT OSB OR PLYWOOD FOR SAWN, LVL, LSL, OR PSL FIRST PLY MAXIMUM 2 FILLER MATERIAL FOR TO PLATES W/ 8d THROUGH TOE LAYER*OF UTER PLIES. LAP NAILS O 6" D.C. PLATE PLICES MIN OF 30" TREATED PLATE - WOOD -I" JOIST J6" -A" GAP RIPPED TO MATCH FDN WALL SIZE � 3/8" CARRIAGE BOLTS 0 24" O.C. GLUE INTERFACE ITS SERIES HANGER STEEL AND WOOD TO MATCH JOIST SIZE DETAIL 517.10 DETAIL 508 STEEL BEAM PACKOUT JOISTS PERPENDICULAR TO FDN 1"=1'-0" 111=11—o" r ANCHOR BOLT ATTACH SHEATHING MUST PROTECT TO PLATES W/ Bd THROUGH TOE NAILS O 6" O.C. PLATE TREATED PLATE OIOTD 'I" TO MATCH WALL ABOVE DETAIL 507 JOISTS PARALLEL TO FDN )6" RETUR S ):� MAX TYP 7-X3"13"A,. ANGLE IRON CLIPS DETAIL 516.10 WELDED "T" CONNECTION ON SITE PLANS FRAMING NOTES: 1. LUMBER SU a. ALL LUMBER, SHEATHING, AND ENGINEERED WOOD COMPONENTS SHALL CONFORM TO GUIDELINES FROM THE AWC, NDS. b. ALL STRUCTURAL FRAMING INCLUDING: HEADERS, TOP PLATES, JOISTS, AND RAFTERS SHALL BE HEM FIR $2 OR BETTER. c. ALL STUDS LESS THEN OR EQUAL TO 10'-0" SHALL BE HEM FIR STUD GRADE OR BETTER. ALL STUDS MORE THAN 10'-0" SHALL BE HEM FIR M2 OR BETTER. d. ALL HEAVY TIMBER MEMBERS 6" AND GREATER SHALL BE DF -L #1 OR BETTER. e. WOOD '1" JOISTS ARE TO BE INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. IF VARIATIONS BETWEEN THOSE SPECIFICATIONS AND THIS PLAN ARE FOUND CONTACT ENGINEER FOR CLARIFICATION. SUBSTITUTIONS OF I' JOISTS BETWEEN MANUFACTURES ARE ALLOWED BUT MUST BE AN APPROVED EQUAL. I. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. g.ALL EXTERIOR CLU -LAM BEAMS TO BE ALASKAN CEDAR 20F -V12 h. ALL OTHER GLU-LAM BEAMS TO BE DOUGLAS FIR 24F -V4 2. STEEL o. ALL STEEL BEAMS TO BE ASTM A992 STEEL SHAPES (Fy=50 ksi). b. ALL ROUND STEEL POSTS TO BE ASTM A53 (GRADE 8) STEEL COLUMNS. c. NOMINAL COLUMN DIAMETERS ARE LISTED (3"0=3 )z"OD, 3 )4"0=4" OD, 4"0=4 )¢"OD, 5"0=5 )i"O.D.) d. ALL SQUARE TUBE SHAPES SHALL BE ASTM A500 (GRADE B). e. ENDS OF POSTS SHALL HAVE PLATES WELDED TO THE POST. THE BASE WILL BE BOLTED TO THE CONCRETE WITH A MIN OF (1) h-0 EXPANSION BOLT. f.ALL OTHER SHAPES (PLATES, ANGLES, CHANNELS) TO BE ASTM A36. g. ALL STEEL TO STEEL CONNECTIONS SHALL BE FULLY WELDED AT ALL CONTACT SURFACES WITH A MIN OF A 3{p FILLET WELD OF E70 - ELECTRODE. h. STEEL BEAM SUPPLIER IS TO FURNISH BEAM BOLT TOGETHER CONNECTIONS WITH A MIN OF 36" PLATE AND (8) 36" 0 A325 BOLTS. I. EA MINIMUM BRING FOR STEEL BEAMS IS 3". j. GROUT ALL BEAM POCKETS SOLID AFTER BEAM HAS BEEN SET AND SHIMMED. 3. CONNECTIONS a ALL HANGER CALL OUTS CORRESPOND TO PRODUCTS MANUFACTURED BY SIMPSON STRONG -TIE CORPORATION. OTHER MANUFACTURER PRODUCTS ARE ALLOWED AS LONG AS THEY ARE AN APPROVED EQUAL. b. HANGERS FOR I" JOISTS TO BE SIZED PER JOIST MANUFACTURER RECOMMENDATIONS. c. PROVIDE MIN. OF H2.5T TRUSS CUPS AT ALL TRUSS BEARING POINTS, PROVIDE DOUBLE CLIPS AT MULTIPLE PLY TRUSSES. OTHER ATTACHMENT MAY BE REQUIRED BY THE TRUSS DESIGNER. d. SILL PLATES SHALL BE ATTACHED W/ )6.0 ANCHOR BOLTS AT FOUR FEET MAXIMUM ON CENTER, 12" FROM ALL CORNERS, MINIMUM 2 BOLTS PER PLATE. e. TO PROVIDE LATERAL SUPPORT, TIE ALL WOOD PLATES, WHICH REST ON STEEL BEAMS, TO THE STEEL BEAM WITH X-ZF 47 PBS23 POWDER ACTUATED PINS AT 32" O.C., OR 36' 7HRU BOLTS 0 48" O.C. INTO THE TOP FLANGE OF THE BEAMS. 4. MINIMUM MEMBER SIZES a. ALL LOAD BEARING HEADERS ARE TO BE (2) 2x10'5 UNLESS NOTED OTHERWISE. b. FOR 2X4 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2.4 TRIMMER AND (1) 2.4 KING STUD AT EACH JAMB, U.N.O. PROVIDE MINIMUM (2) 2x4 TRIMMERS AND (2) 2,4 KING STUDS AT EACH JAMB FOR OPENINGS 6'-D" TO 10'-0'. c. FOR 2X6 WALLS ALL HEADERS ARE TO BE SUPPORTED BY A MINIMUM OF (1) 2x6 TRIMMER AND (1) 2,15 KING STUD AT EACH JAMB, U.N.D. PROVIDE MINIMUM (2) 2x6 TRIMMERS AND (2) 2x6 KING STUDS AT EACH JAMB FOR OPENINGS 6'-D' TO 10'-0'. d. ALL WALLS SHALL BE FRAMED IN ACCORDANCE WITH TABLE R602.3.1. e. ALL RAKE WALLS SHALL BE FRAMED FULL HEIGHT TO THE BOTTOM OF EITHER LOOKOUT RAFTERS OR VAULTED GABLE END TRUSS WITH 1 PIECE STUDS. BLOCKING MAY BE REQUIRED ON WALLS TALLER THAN 10'-0'. 1, ALL POINT LOADS SHALL BE CARRIED DOWN AND BEAR DIRECTLY ON THE FOUNDATION WALL OR BLAM. EACH POST MUST INCREASE BY ONE PLY FOR EACH LEVEL CARRYING THE POINT LOAD. SQUASH BLOCKS ARE REQUIRED BETWEEN FLOORS. g. ALL BEARING LENGTHS FOR WOOD BEAMS SHALL NEVER BE LESS 7HAN I%" AT THE ENDS OF BEAMS. BEARING ACROSS THE FULL WIDTH OF THE BEAM IS REQUIRED. h. TYPICAL ROOF OVER FRAMING SHALL BE 2.6 AT 24" ON CENTER AND BE POSTED DIRECTLY TO TRUSSES OR RAFTERS BELOW. MAX. SPAN FOR THE 2x6 MEMBERS IS 6' ,. ALL MULTIPLE MEMBER LVL'S SHALL BE ASSEMBLED ACCORDING TO THE SUPPLIERS RECOMMENDATIONS. j. 2 -PLY STUDS SHALL BE NAILED TOGETHER W/ TWO ROWS OF 16d NAILS 0 16" O.C. ADJACENT NAILS SHALL BE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. k. 3 -PLY STUDS SHALL BE NAILED THE SAME AS THE 2 -PLY W/ THE THIRD PLY NAILED TO THE 2 -PLY W/ (2) 15d NAILS 0 16. O.C. I. 4 & 5 -PLY STUDS SHALL BE NAILED THE SAME AS THE 3 -PLY W/ CS16 STRAPS TOP & BOTTOM. m. 6 & 7 -PLY STUDS SHALL BE MAILED THE SAME AS THE 3 -PLY W/ CSIE STRAPS TOP, CENTER, & BOTTOM. n. EXTERIOR WALL SHEATHING SHALL BE 3{0" OSB NAILED WITH 8d NAILS AT 12" O.C. IN FIELD AND 6" D.C. AT EDGE OR 15go. x 13:"LONG x 7Ag' WIDE STAPLES AT 8, O.C. IN FIELD AND 4" O.C. AT EDGE, OR 16ga. x 13:"LONG x 316' WIDE AT 6" O.C. IN FIELD AND 3' O.C. AT EDGE. o. ROOF SHEATHING SHALL BE %i " OSB W/ Ed NAILS AT 6" D.C. EDGE AND 10" O.C. HELD NAILING. P. FLOOR SHEATHING SHALL BE MINIMUM ia" OSB W/ Ed NAILS AT 6" O.C. EDGE AND 12' O.C. FIELD NAILING. q, INTERIOR WALL SHEATHING SHALL BE )4" DRYWALL W/ 1y".#6 DRYWALL SCREWS A7 8" O.C. I ALL NAILING SHALL BE IN CONFORMANCE WITH IRC TABLE R602.3 5. GENERAL a. FRAMING CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF PLUMBING IN REFERENCE TO FLOOR FRAMING. b. AT FIRST FLOOR AND STRUCTURAL FLOOR, WHERE JOISTS RUN PARALLEL TO THE FOUNDATION WALLS. PROVIDE PERPENDICULAR SOLID BLOCKING AT 4'-0" ON CENTER FOR THE FIRST 3 BAYS. c. PROVIDE SOLD BLOCKING AT SUPPORTS BETWEEN TRUSSES TO PREVENT ROTATION. 0. PROVIDE SOLID BLOCKING AT ALL TRUSS RIDGES, HIPS AND VALLEYS. e. PROVIDE SOLID BLOCKING AT INTERMEDIATE BEARING FOR FLOOR JOISTS WHERE WALL ABOVE IS A BEARING WALL. SOLID BLOCKING IS ALSO REQUIRED WHEN JOIST SPLICES OCCUR OVER A BEAM. SOLID BLOCKING IS NOT REQUIRED WHEN THERE IS NO SPUCE OR BLARING WALL ABOVE. FLOOR LOADS ROOF LOADS 40 PSF LIVE 30 PSF SNOW 15 PSF DEAD 20 PSF DEAD 55 PSF TOTAL 50 PSF TOTAL DECK LOADS WIND LOADS 40 PSF LIVE 10 PSF DEAD 105 MPH (3 SEC GUST) 50 PSF TOTAL EXPOSURE "C" CODE REFRENCES: IRC 2012 AISC 13th EDITION ACI 318-11 AWC, NDS 2012 t0 IMeld Ins Ll O Lu LUNO > m O O L'jQ DO 17 Q J 0. W � LLI vi Of Z W O n Q v (n U O I- z Q O 0 0 U z U)O J w Q J U Li Q D LTJ Of Q U O o Ln LL Q M LTJ z j a S. is ai t � sSTBNALC`. r-' Philip Henderw A ST,,,.,.- mm,,,,mmmm ISSUE DAIS: 10-23-13 REVISIONS: 4-29-20: Flush beam 5-11-20: Remove detail SCALE a =1'-0 S1 ON U J J � o O 0Cc .C% M M VI OV) 0 < o E V J W <0 U /I —1 ~ U CD ro rn O Y t m V/ W DO to L �W S. is ai t � sSTBNALC`. r-' Philip Henderw A ST,,,.,.- mm,,,,mmmm ISSUE DAIS: 10-23-13 REVISIONS: 4-29-20: Flush beam 5-11-20: Remove detail SCALE a =1'-0 S1 ON T.S. RIM JOIST moomp000rl _ Typ. 2.8 OUTLOOKER - IH I (, 2.10 LEDGER W/ O 24" O.C. NGIN ED TR (1) SDWS2240DOE a5E5 0THW 2.1 HDR3) 200 HDR SCREWS O 16' O.C. () 2. P T DROP OF CHORD _ ED 0 M 3 (3) 2.10 6x6 POST W/ TRUSSES OR LOOK s BE RO 2 7' LUSH MA.1 AC6 CAP D' W52 ABA66Z BASE YP. 2 SQUASH BLOCK PO CH _ UNDER POINT L ) 2x4 zl f I v LOAD ABDVE. POST TYPICAL (2 2.4 m H �_- O -o + POST T . •)DR.PxB L T6 O.C. •x OS J T 418 ry .n o — + I HU r (2) x4tT 015 IN 111 LVL S C N )2.4 OST U?I� _- A PL MBI A (3) 2 10 R UST 01 LAV UT —F — RY AS REO ED (3) 1�"x9Y1" LVL HDR ra I - - 12F2,6 POST _ ( 2x POST 7��(4�2x6 K.S. PH M C. -------------- I1�"x16" LVL L W W (2 2 P2) x6 i. 2) V. :?¢ LVL SCREWS O 16 O.C. W— - C 111. F USH BER----- 41 CONNECT RAFTE TO MD1(BE FL •SH H_______ __________ P WSR .377 ( 2x POST BE IN W ` 1 .74 L LE ER ERM IN L W/ (3) DWS 2 DB ' ------ ---- I C EN 5 O 6 D.D. \ -------------------- — 3—CAR GARAGE ' 6 POST 1- STAIR -------------------- D R OM • 2x10 JOISTS O 16" D.C. • 2.10 LEDGER, ATTACH TO j G A O ----- -- - - p----- FRAME WALL WITH (2) 16d I I iv NAILS O 16' O.C. ------------------ -- — ... n • (2) 2.10 LANDING BEAM, POST ] 2x POST,- O ----------- ----- TO BEAMS BELOW _ F - HDR I (:� 2x10 II CACKO T R & LEO& w RAF / - E _--___ (MIN. 6' BA 2.8 LIOOKOUTS T1______ (1) W52 OODB I I I v R ® 6' C. (MIN. 6' BACK -SPAN) A• o O SCR O 1 O.C. '- A TYP. __________ SI R N PACKOUT TJI &SISTER @--------- - PLAN LEVE III LS K ---- - -- - -' ___ CUT OWN LVL Jam_____ r CANTI ER 2x8 LOOKOUTS 7y" EP ® 1 i'• 1 "LVL MIN 6' K "SP _____ C TILEVE2 6 PG 70 157 I ( ) DINING R 1 1 "x14" `•VL TO 7Ya" DEEP O I 2I1 POO O 24 0 () L570( FLU H BE d CAN ER TILEV x MIN. 6' BACK -SPAN --- SH FAM L570 ' TYP. 1 1 570 L570 - _____n ___ ___________ TYP. _ ___ I 1 (2) 2x POST zx� A RAF4 I ____ __ __ I 'H PACKOUT TJI & SISTER & _____________ _J____ I (I2) 2x11 LL I (^ 2x61 POST I li I +st _ ----- (2) 2 4 POST vi I " i 1 I _ I I I Of�OP BErjM ____ _ _ I T_ T_ 1 _ I 1 I t_ i 5 >✓ 5 ix5• I• 1 1 CANTILEVER 2.8 LOOKOUTS "�" FEEL ;POS I S1 L 1031 --_--- (MIN. 6' BACK -SP P) ______ _______ ______ _ _ -__ TEE PST ITEE iP. P m ^ VQ 2.1p ------- ------- (2) 2x1D HDR -- T'7xlD- - ��---• I DIROP BEAM (2) 2 PncTL _ ' 1 i — __-_-_ ______ — 1 ---------------- - u2td e; I Low = - ; uz71-2 ,i I : •. I i uzT;D-2; s r 10-z 1 5•z5"xY i HSS' � 1 ---------------- }---- I I I I I T I 15 1 I I � 2x ] L / 1 1 W EA L BEAM 1 I i I i i :(2)1�DW$12 bDB I r - - I BEAR RAFTERS _____________ __________ L.PZO 1 615] 1 1 1 1 1 3 6 0. iL570� O THIS WALL — 11 1 ______ _ ___ _____ ___________ (1) 4z4 TOP PLATE C DOWN L,' I WAyL FRAMING r�-JD N LVLBEVEL FROM 1)Z' TO DEEP SEE fETAIL 5 0/S DEEP_______ _-__--____ FOR ROOF SLOPE CANTILEVERER _______ ^_ ____ ATTACH TO HSS W/ I I I 2zB S.S.F.- FU TU R < 1( 211 Xr"0 WELDED STUD ,y - n; 2.8 S.S.F, -------- ------------ - COV ---- -m�- ---- ®24 D.C. - - I -� — .. .�� h __________ �____-_ �. S I I� N � N ______ _ ________ ___________ ----- ----------- •- PACKOUT TJI & SISTER & 4 < ATTACH RARER TO - — — — — I— CANTILEVER 2,8 LOOKOUTS P OViD�- ----�----- PROVIDE ---' i -P (tjll[,5T------------ (TMP. 8- BACK -SPAN) B LED BEVELED 7Yp, � a2) 2x1 DROP BEAM TO POST - IROP4 BEAIA TD POST I01101BEjM DROP BE M TO POST DROP BEAM TO POST -------------------------------SEE DETAIL 542 SEE DETAIL 541 AIL542SEE DET IL 541 SEEDET______ _______ ___ _ — — rI +1 t — — — 6.5 POST W/ - 2) 2x12 ABA66Z BASE I Of)OP BIT TYP. 4 O J BEAMPER PLAN 1 ' RAFTER PER PIAN (2) �.n . �- THRu-BOLTS- � — (2) U"0 THRD-BOLTS BEAM PER PLA - BEAM PER PLAN BEAM PER PLAN `- BEAM PER PLAN POST PER PLAN POST PER PLAN DETAIL 541 DETAIL 542 PERGOLA BEAM PERGOLA BEAM CONNECTION CONNECTION 1 "=1'-0° 111=1'-0" (3) 1X'."%" LVL L FLUSH BEAM PER PLAN THAC418 } NEW (2) 1;+,'.915' , } LVL DROP BEAM 20 POST B } BEYOND > II ) F DETAIL 543 SDROP BEAM TO FLUSH BEAM 1"=1'-0" REVISION 11� [fly Of '� W heat I dge [OMMUNI TY IJEyELI)PMENT APPROVED R v�Pwed fdr Code Compliance Randy Slusser 5/12/2020 Plane Examiner Date 1NRJIty of wwM: me luwxxa of E P«mR w ggprewl PJplvnl+P4rylA,lr4'M enaxompwonw,nox mr <K o P«mK p, «on Plwra.Pro/. ay WPronw m ^'0' 41 me P'ovllrarM A Me NipMg m0e « 1 Pd 01r «mlm,.e,. Pemlx, Premmn9 m EM nurhwlN re rlNem w m«rl IM A,ewlnM 4IM ow" mdQ w Pm««Wn4N•N n/ m4 a,' ,Iw MI M ww TRUSS LAYOUT SHOWN IS PRELIMINARI FINAL LAYOUT SHALL BE REVIEWED BY ENGINEER PRIOR TO CONSTRUCTION ON SITE PLANS rubi R INSPECTION A Projects eect'tb Field In ctions Q- Owoo Lj 0] O 0 W N10 1) 0 NI Li W V a Z j O n W (n O U 0 4Z J a_ N C 0 O O 0 O oo�V)Of o OE � O O O WU J J 0 � W o CD 0 O Lo Lo < 0 ) W J IL- = LLJ 0- � e N C - � M N O o OE V J W > C) � L) O U +® W o + l/jI \f D Z W ^ C F) �e nTlv�' C S p1 �o20 Li VOv` v1 N6WOF ,'CrO 4; 9% z W FSSIONALE'\ STAMP DRAWN BY: JM ISSUE DATE: 10-23-1E REVISIONS: 4-27-20: Move beam 4-29-20: Post,Detail 543 SCALE Y4'= 1 -0 PROJECT # 1 S2,11 enderson ngineering L.L.C. 13485 N. TRAVOIS TRAIL PARKER, COLORADO 80138 (303) 841-0983 FAX (720) 851-8726 May 8, 2020 Touchstone Development 731 S Elizabeth St Denver, CO 80209 Re: Structural Framing at 3565 Dudley St, 19-386 ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Proiects are Subject to Field Inspections 1 We visually observed %" diameter holes in the TJI rafters above the Great Room. In several locations these holes are closer than 12" to the bearing point. No repairs are required, knockouts are located in the web for this purpose, and are located within 12" of the bearing. 2. We visually observed g/:' diameter holes in the several LVL beams framing the Great Room. No repairs are required. 3. A (3) 2x6 header is installed between the upper and lower windows on the east wall of the Living Room. This is structurally acceptable. If you have any questions regarding this letter please contact me at (303) 841-0983. Sincerely, Adele Hoople Dim•, denW by M11p Nenea.un DN: C us, F .hr B nwnne�m�past he6 Philip Henderson C=w,atn;onena;-nano tsc, C—ip Henderson nr, ruo.aseoor:m:orocaa Philip Henderson, PE # 33579 Off'.•'' VAE/V • ��FQ '2 00 �d Z• CC �0, F`�$ Page 1 of 1 .I t. City of W heat R4dge COMMUNITY Mvuoi-mwr APPROVED Re_viewgd,f r o e complianee Randy Slusser 5/12/2020 Plans Examiner Date wIWM of oetmtl: r11f rsfuonu of a permR w apprwq oJp4ns speC�aotbhl and pvmpdmhoru Fhop hot be a F—At Jo, or an oppt•eof o/ o"Y —too- b any o1 the prods — cJ fhe botMmy rode or a1 ory My aduvteer. 14rFhht patuttehg to gh• outMnry to vwoir of anal the prwsrtohs of fM &4wv tods orothee ordhwbea of the oty,he y not be wNd. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: -1:>s-�-D- ,) fl Permit Number: ❑ No one available for inspection: Time + E AM/PM Re -Inspection required: Yes No, When corrections have been made, call for re -inspection at 303-234-5933 Dater ' I a 4 ���' Inspector:� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �! ; ��-�? n"g- Job Address:.. _ �N 'f)N- Permit Number: C—) y y j 1 'nit R �a c (4-ry` ./v ),`j � �/- :-)Af (n!!i•.� ❑ No one available for inspection: Time AM/PM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date:S Inspector: DO NOT REMOVE THIS NOTICE nderson ngineering L.L.C. 13485 N. TRAVOIS TRAIL PARKER, COLORADO 80138 (303) 841-0983 FAX (720) 851-8726 May 6, 2020 Touchstone Development 731 S Elizabeth St Denver, CO 80209 Re: Structural Framing Observation at 3565 Dudley St, 19-386 We made a supplemental site visit to the above address on 5-5-20. The purpose of our visit was to verify the completion of the correction items noted during our previous inspections dated 3-18-20 and 4-24-20. All correction items were satisfactorily repaired/completed and the structural framing components (excluding the exterior wall sheathing) were installed in compliance with the latest drawings (S1 dated 4-29-20, S2 dated 4-29-20, S3 dated 2- 14-20, truss job #Q191594 dated 11-18-19, and truss job repairs dated 4-30-20). Exclusions and noted/approved variations in our previous letter still apply. If you have any questions regarding this letter please contact me at (303) 841-0983. Sincerely, Adele Hooplep 0 /C I.- F 41 Philip Hender Pr E. # 3579 �NAt-E� Page 1 of 1 %enderson ngineering L.L.C. 13485 N. TRAVOIS TRAIL PARKER, COLORADO 80138 (303) 841-0983 FAX (720) 851-8726 May 6, 2020 Touchstone Development 731 S Elizabeth St Denver. CO 80209 Re: Structural Framing Observation at 3565 Dudley St, 19-386 We made site visits to the above address on 3-18-20 and 4-24-20. The purpose of our visit on 3-18-20 was to observe the installation of the steel frame on the south exterior wall of the dining room only. The purpose of our visit on 4-20-20 was to observe the installation of the remainder of the structural framing components of the newly constructed house. All the structural framing components (excluding the exterior wall sheathing) were installed in compliance with the latest drawings (S1 dated 10-23-19, S2 dated 10-23-19, S3 dated 2-14-20 and truss job #Q191594 dated 11-18-19), with the following list of exceptions, corrections or deviations from the plans. S3 — Roof Framinq 1. The (3) 1 '/:'x7 '/4" LVL drop beams supporting both sides of the Covered Terrace roof bear on the (3) 2x10 rather than hang into it. This is structurally acceptable. S2 — Upper Floor & Lower Roof 1. The Patio Roof and Future Patio Roof will not be installed. 2. Install H2.5T clips from the trusses to the bearing wall between Bedroom 2 and the Laundry. 3. Install squash blocks per plan on the east wall of the Foyer and the north wall of the Study. 4. Install (2) 2x6 post and squash block per plan at the comer of the Study and Bedroom 3. 5. The LVL ledger supporting the rafters above the Dining Room/Great Room is attached to the bearing wall with (2) Ledgerl-ok screws @ 16" o.c. Add (1) additional SDWS2240ODB screw @ 16" o.c. or (2) additional LedgerLok screws @ 16" o.c. 6. The LVL ledger supporting the rafters above the 3 -Car Garage is attached to the bearing wall with (3) LedgerLok screws @ 16" o.c. This is structurally acceptable. 7. Install Y2" diameter anchor bolts at sill plates sitting directly on foundation. The anchor bolts should be spaced at 4'-0" o.c. maximum, 12" from all comers, and a minimum of 2 bolts per plate. Ensure washer and nut are installed. 8. A (4) 2x4 post is installed between Bath 3 and the Hall. Add a (3) 2x4 post in the wall between the Pantry and the Hall per our updated S2. 9. The (1) 1 '/d"x11 7/8" LVL flush beam in the Hall was not installed due to truss configuration. Install new beams per our updated S1 and S2. Install truss repairs per Alpine Lumber design. If you have any questions regarding this letter please contact me at (303) 841-0983. Sincerely, Adele Hoople , p D 0 /Ce YS VO•. �.; .• F� Philip Henderson, PE # 33579 ;' Q '• sX- o: :a z: CX` C� FSS/ONAL ENS'\ CERTIFICATE OF CONFORMANCE Date _ May 6, 2020 Customer International Steelworks LLC Purchase Order/Agreement Project Name Six Plex 12303 Ridge Road in Wheat Ride Colorado Job Description Special Inspection of Structural Steel Mr. Omar Torras, 2965 South Shoshone St. Englewood, Colorado 80110 303-761-0650 1-800-742-5621 Fax 303-761-0658 This is to certify that Intermountain Testing Company (ITC), to the best of each inspector(s) knowledge, has complied with the requirements of the Purchase Order to provide special inspection and examinations of structural steel, welds and that the supplies and services provided by ITC meet the applicable governing code, standard, specification and workmanship provisions. In addition, all processes performed by ITC, meet the applicable code requirements as well as the contract documents. We are offering this in conformance of the International Building Code, Chapter 17, Titled "Structural Tests and Inspections", AISC 360 and. The American Welding Society (AWS) document AWS D1.1/DI-IM:2015 "Structural Welding Code -Steel", as of May 6, 2020 to cover services rendered, for the above referenced project. Sincerely, r Dan Castleman Intermountain Testing Company AWS CWI #090203811 ASNT NDT Level II #183356 ICC Structural Steel and Bolting Special Inspector #8222648 1 ICC Spray -Applied Fireproofing Special Inspector #8222648 "us i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office t= INSPECTION NOTICE Inspection Type:` S Job Address: `-P ��- Permit Number: U SCI ❑ No one available for inspection: Time \ 1 ', \ AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date: L- . p� Inspector: DO NOT REMOVE THIS NOTICE 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE _... , Inspection Type: Job Address: Permit Number: ( ., ❑ No one available for inspection: Time I '" !; AM/PM Re -Inspection required: Yes ' When corrections have been made, schedule for re -inspection online at: http://` Date A i CITY OF WHEAT RIDGE Building Inspection Division (303)2 35-2855 Office INSPECTION NOTICE Inspection Type: Y'Yl Yz- Job Address: cu n t c �I>� Permit Number: C� U \ D lam. 1 ❑ No one available for inspection: Time , ; i. L/ AM/PM Re -Inspection required: Yes No .° When corrections have been made, schedule for re -inspection online at: http.I www. ci. wheatridge.co. ushinspection Date: (, f ; 'D u 1 u Inspector: � -D DO NOT REMOVE THIS NOTICE 14 ❑ No one available for inspection: Time , ; i. L/ AM/PM Re -Inspection required: Yes No .° When corrections have been made, schedule for re -inspection online at: http.I www. ci. wheatridge.co. ushinspection Date: (, f ; 'D u 1 u Inspector: � -D DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 'rl.. f2 �� Job Address: Permit Number: r% U t `� ) ❑ No one available for inspection: Time J� - ! AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usrinspection Date: i 0'- Inspector:' -) DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: (Z) ` t ❑ No one available for inspection: Time U AM/PM r' Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at. http✓/www. ci. wheatridge. co. uslinspection Date:} Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: v Job Address: Permit Number: ❑ No one available for inspection: Time } 1, AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date:3, '_fi3 `f `' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time/ I AM/PM Re -Inspection required: Yes No 11 When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usVinspection Date: ``-' r. - Inspector: °s - DO NOT REMOVE THIS NOTICE �'-enderson ngineering L.L.C. 13485 N. TRAVOIS TRAIL PARKER, COLORADO 80138 (303) 841-0983 FAX (720) 851-8726 March 20, 2020 Touchstone Development 731 S. Elizabeth Street Denver, CO 80209 Re: Partial Structural Framing Observation at 3565 Dudley Street, 19-386 We made a site visit to the above address on 3-18-20. The purpose of our visit was to observe the installation of the steel frame on the south exterior wall of the dining room only. The HSS frame (steel to steel welded connections and the steel to foundation anchors) were installed in compliance with the latest drawings (S2 dated 10-23-19 and S3 dated 2-14-20). The balance of the framing is not included in this letter. If you have any questions regarding this letter please contact me at (303) 841-0983. Sincerely, F, ¢p,DO L/C HEv&:- LPP ? 9 Philip Hendg "L 33579 Page 1 of 1 4' CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office a (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: , Vj i' '- 1{ / /', , , " /,\) C_ Job Address: Permit Number: -,c Ll No one available for inspection: Time AM/PM Re -inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-593 Date: 1 oo cinspector: DO NOT REMOVE THIS NOTICE REPORT OF 1D FORM INTEGRITY AND FOUNDATI DAMPPROOFING O ERVATIONS O LLz W O IX a H 0 W I1 -- z z 2 iY O U. D O Cole Garner Geotechnical 1070 W. 124th Ave, Ste. 300 Westminster, CO 80234 303.996.2999 Observation. Date �� Engineer/Technician %9V Client Site Address Block No. �16 wdm CGG Project No. � �. �� - �� Z City/County Vt eater I Lot No. Subdivision Geotechnical Rpt. No. / • ��• Min. Void Thickness Filing No. Was integrity of Void Maintained during foundation concrete placement: YES, no further observation required NO, areas that require concrete removal have been marked, no re -observation required if corrected ❑ NO, substantial areas require concrete removal, re -observation required iJrJ ches ZDampproofing Applied to:X Basement Walls Crawlspace ElOther Below -Grade Habitable Spaces W 2 W Penetrations in walls sealed? Yes U No ❑ If No, paint areas on walls and explain where required in remarks below Q J a WALLS PROPERLY DAMPPROOFED? z LL MOIN CONFORMANCE ❑ NOT IN CONFORMANCE wo ❑ IN CONFORMANCE IF REMARKS ARE FOLLOWED a a Q REMARKS Geotechnical Engineering and Materials Testing Cole Garner Geotechnical 1070 W. 124th Ave, Ste. 300 REPORT OF FOUNDAT ON DRAIN O ERVATION Westminster, CO 80234 303.996.2999 Geotech 0 Observation Date !'z Engineer/Technician LL. Z Client 6 N C-/ib�►� � CGG Project No. + V / '" W Site Address 6� / �� City/County MtAt t i 6 O w p. Block No. Lot No. Subdivision Filing No. 0) Geotechnical Rpt. No. � �r Groundwater Depth: Feet ❑ None Z ODrain Type: 19 Exterior ❑ Interior ❑ Interior w/ Underslab Q WPipe Diameter: 4 -inch ❑ Other OPipe Type: X Rigid ❑ Flexible ❑ Wrapped in fabric UJV Gravel Size: ❑ 1/2" 3/4" ❑ Other � �j f QAverage Gravel Depth: Below Pipe: `S inches Above Pipe: inches W Z �{ Polyethylene Beneath Drain -&Yes (required for exterior drain) x Extends to edge of foundation excavation 0 ❑ No (not required for interior drain) Q UJ Barrier Over Gravel: E]Felt ] Fabric ❑ Other [—]None W 100 Overall Average Drain Slope: ❑ 1/4"/ft ❑ 1/8"/ft ❑ 1/16"/ft ❑ OtherS in per ft Z R Window Well Drains Connected: ,Yes F-1No 13 Z Discharge Point: ,Sump Pit Only ❑ Underdrain, if so is it connected ❑ Yes ❑ No O ❑ Sump Pit as backup for underdrain Q❑ Other Gravity Outfall D Z D OLL Attach Sketch of Foundation Drain DRAIN CONSTRUCTION )<IN CONFORMANCE ❑ NOT IN CONFORMANCE ❑ IN CONFORMANCE IF REMARKS ARE FOLLOWED REMARKS Geotechnical Engineering and Materials Testing i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ��- '+^ M (' ��,l: Iy(�` Job Address: 4 Permit Number: ,7 c , C', U j ❑ No one available for inspection- Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓fwww.ci. wheatridge.co.ushnspection Date: Inspector: DO NOT REMOVE THIS NOTICE W� Wz w, ITI �N lk ------------------- �v o G c n— P� `' W F 6- fA jc,,� -T— s _-A City of Wheatfk COMMUNITY DFVEt.OPMENT FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge. CO 80033-8001 P: 303.235.2$46 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: PERMIT# 2D l C 0 12. t--- 4 ADDRESS: 3 i�� I�� A I - --A S % LOT l 3 , BLOCK L SUBDIVISION 4- 'S i 31 i -n i4 - I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: —'3REAR: 19 3 SIDE: 1 -:� ce SIDE: 44 0 i If in the floodplain, the MINIMUM ELEVATION is detennined to be: (NAVD88). The above measurements have been detennined on the following location: (Check only one): _ Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and el Signed Print vt locations arp identified on the attached exhibit. Date Professional Surveyor www.ci.wheatridge.co.us s1g '.® r /00. Rev 11118 D 44 REBAR EXHIBIT (202.75 PLAT) 203.02 FND #4 REB 1).6 -----------�� ------ — '—----�►' ----- PART OF LOT 14 ------------------- 33.17 ti0�' 02 LOT 13 o 20.58 0 of .,oma' FORMS & FOOTERS19. ONLY ;10.50.lt Q32.3 28.00 04 a +02 16.08 tio2 �� � [� - o o (V o W O.0214.67 p �a02 37.00 119, EXISTING BUILDING (UNDER CONSTRUCTION) O .--- O 1p 14.00 .02 30 A oma' q 4 .1 203.02 FND 4 REBA (202.75 PLAT) ELEVATION = 100.00' (ASSUMED BY OTHERS) 0 0 NOTES: - 0 1. DATE OF FIELD WORK — DECEMBER 17, 2019 l 2. ELEVATIONS ARE RELATIVE TO THE PIN FOUND AT THE SE CORNER WITH r' AN ASSUMED ELEVATION OF 100.00'. e * INDICATES T.O.W. ELEVATION enderson ngineering L.L.C. 13485 N. TRAVOIS TRAIL PARKER, COLORADO 80138 (303) 841-0983 FAX (720) 851-8726 December 16, 2019 Touchstone Development 731 S Elizabeth Denver, CO 80209 Re: Foundation Wall Reinforcing Steel Observation for: 3565 Dudley St, 19-386 Henderson Engineering, LLC made a visit to the subject site on 12-16-19 to perform a visual observation of the foundation wall reinforcing steel. All steel was installed per the project plans and specifications. Also, while inspecting the reinforcing steel, a grounding electrode was observed. This concrete encased electrode meets the requirement of article 250.52.3 of the National Electric Code. If you have any questions regarding this letter please contact me at (303) 841-0983. Sincerely,^ 0 \N r l< Philip Henderson, PE # 33579 l s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0.. _ �� ^ Job Address: `�> Q Permit Number: , U 1 Ci �= 'k G,< L c 1 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No' When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspection Dater ' , - V� Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Duplex - New PERMIT - 201901261 PERMIT NO: 201901261 ISSUED: 11/12/2019 JOB ADDRESS: 3565 Dudley St EXPIRES: 11/11/2020 JOB DESCRIPTION: New building of 1/2 duplex. Square footage: 3,200 *** CONTACTS *** FEES Total Valuation 0.00 OWNER (303)619-2546 GARCIA STEPHANIE L 6,820.78 Permit Fee GC (303)810-3604 JOHN P MATUSIAK 190001 TOUCHSTONE DEVELPMENT LLC SUB (720)281-5428 KENNETH FRITZLER 100278 K&L MECHANICAL SUB (720)435-5586 SERGEJS SOLOMATINS 080054 SOLO ELECTRIC, INC. SUB (303)667-2850 IGOR KLIMINSKY 021691 EXPRESS PLUMBING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 1,679.15 Use Tax 6,820.78 Permit Fee 2,583.30 Engin. Review Fee 150.00 Sidewalk Comm Develo 1,089.81 ** TOTAL ** 12,323.04 *** COMMENTS *** PROJECT VALUATION: 324,799.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. *Contact PW regarding waiver for 2nd driveway* Future pergola will require a separate building permit, and will count toward building coverage. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. City of Wheat Ridge Duplex - New PERMIT - 201901261 PERMIT NO: 201901261 ISSUED: 11/12/2019 JOB ADDRESS: 3565 Dudley St EXPIRES: 11/11/2020 JOB DESCRIPTION: New building of 1/2 duplex. Square footage: 3,200 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. 1 further attest that I am legally authorized to include all entities named within this document as parties to the work to be perforI d and that all work to be per is disclosed in this document and/or its' accompanying approved plans and specifications. % APY4,4- -14 _( Signat' e f OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The pen -nit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting cia permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicabl chide or any or i ance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of o9l Wheat Rclye COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29°t Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: PermitstcDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Pg lan Revier�Fee: ,41a/ Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): �j� e,� l�� i �} Phone: Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: . lnz�d ( 50 "\ City, State, Zip: V L Q V", Architect/Engineer E-mail: Phone: Contractor Name:n,"f City of Wheat Ridge License M !T(} l Phone: 3 0 .3 L 1 o- S bo l - Contractor E-mail Address: !� iArx,t")rC► X_- D V" C • LG' ''^ For Plan Review Questions & Comments (please print): CONTACT NAME (please print): J D\n vt MA+- )S i As <<" Phone: CONTACT EMAIL(p/ease print): „Mcg :E U� Vit t Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF off " 0 J BTUs PLf 3,A) o Gallons Amps -y 0 Squares For Solar: KIN # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNERXONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided he application. O�RCIRCLE ONE: (OWNER) CONTRACTOR) r (AUTHORIZED REPRESENTATIVE) of (OWNER) (C RACI Signature (first and last name): A DATE: Printed Name: <Jy► `, o VN l DEPARTMENT USE ONLY ZONING COMMMENTS:�� S 1 GKN r alQ c� , OCCUPANCY CLASSIFICATION: 01 BUILDING CONSTRUCTION TYPE: Reviewer: u� q duL BUILDING DEPARTMENT COMMENTS: //�� J�1•oZ 3� J ?� 3� rtG� " 1 Reviewer:—�&L PUBLIC WORKS COMMENTS:APF90' 6iD VJ 60AMF-0 PC-, R61z)-LIM150 PLA, GONo/�-�� of SPP - J? -)ql Reviewer: 101 �,1 /1-7 Building Division Valuation: �ltf -� City of Wh6atRi COMMUNITY DEVELOPM"","..919C ENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:.35 b �_ DUclk4 S Permit,ri#: General Contractor: Gl'�S fi"U✓1 ��,V{/ir74�R L–L6, Electrical Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name: 9jr. L PBC0T 1C41ione: 7c� n - ) ?/ —_ 5- � ?— Wheat Ridge License #: �l_ L � '7 (required field) AA ll--lq ignature o uthorized Agent Date City of Wheat j�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM Thisform must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3 S (� a/C� St- Permit #: General Contractor: Electrical Sub -Contractor Company Name: ft l k lC- Phone #: -7,)�' 3!5 5 5tt State License Master #: �d Wheat Ridge icen #: �Cfe 0,5_ (required field) ff 7 - Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of V: Wh6at�idge COMMUNl1Y DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 3 DU,4(pU- Permit #: General Contractor: Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #:, Phone #: Master #: (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor I Company Name: 6C7— State C7— State License #: L;,� 2 -7 3�// Master #: Wheat Ridge License #: (1/ (required field) —'" //A7 of Authorized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date City of SINGLE TAMIL "IUPLEX P1AHr IC W%n]zK, BUILDIVCaPE"ITAP P1,I C.4 TION RE VIEW Date: / fX `" 201!7 Location: 366? cT ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a N 1�/ 140- / located at the above referenced address. Please note the comments checked below.��— 1. Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: ZOK refer to 1 Public Improvements required & to be completed with project: stipulations. a. street paving/patching: b. curb & gutter: — Yes No Completed c. sidewalk: Yes Completed d. Other (specify): — Yes No Completed Completed For items not constructed, the amount of funds taken in lieu of construction: 3. —tL Does all existing roadway/alley R.O.W. meet the standards of the City: Yes If not, what is required? No If R.O.W. is required, has the deed been received: — Yes _ No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. / APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. �,'+ Signature Mark Van Nattan Date 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. 441_ Stipulations: Aa IV 7. A Grading Certification Letter from the Engineer -of -Record accompanied b ! Certificate (ILC) shall be required prior to the issuance of the Certi acate of Occupancy. ment Location 8. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SMALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of Wheat Lid e PUBLIC WORKS CONDITIONS OF APPROVAL Address: 3565 Dudley Street Permit Number: 201901261 Approval of this building permit is subject to the following conditions and notes: Scope of Work for this permit: o New Proposed Residence and attached garage (1/2 duplex) on the west half of Lot 13 and the west half of the southern 13 feet of Lot 14, Longview Subdivision. o New driveway from Dudley Street along the northerly property line terminating at the new attached garage at the northwest corner of the above property. Re: Site Plan redlines for additional information. Per Section 26-417 of the Municipal Code of Laws, Public Improvements are required for this project, specifically a new drive cut (10' wide). However, as no curb, gutter and sidewalk exist on either side of this project, PW recommends not constructing these improvements and will require collecting fees in lieu of construction prior to issuance of a building permit. See the attached Fee Calculation Worksheet. PW has calculated a credit amount for 221f of sidewalk that would not be constructed due to the new drive cut. • A Right -of -Way Construction Permit shall be required prior to the commencement of construction in the public ROW. Contact Public Works at 303-235-2861. • The post development drainage patterns must closely follow pre -development, per Colorado Water Law. Swales and downspouts shall be directed to protect adjacent properties from stormwater runoff. MVN 10/29/19 Page 1 of 1 FEE CALCULATION WORKSHEET • . M3565 Garcia Duplex - 1 New Drive Cut D. -• . • Dudley Street Item Description Quantity Unit Unit Cost Item Cost SIDEWALK 1 Excavation & Embankment Earthwork - rough grade - 7.5' wide 0.83 SY $ 6.92 $ 5.77 Earthwork - fine grade - 7.5' wide 0.83 SY $ 4.50 $ 3.75 2 Reconditioning Reconditioning & proofrolling - 7.5' wide 0.83 SY $ 2.99 $ 2.49 3 Sidewalk Concrete sidewalk - 6" thick and 5' wide 0.56 SY $ 54.44 $ 30.24 4 Curb & Gutter Vertical curb & gutter 1 LF $ 26.00 $ 26.00 Total cost per linear foot $ 68.25 3565 Dudley - D• DO.0• 5 Excavation & Embankment Earthwork - rough grade 22.89 SY $ 6.92 $ 158.49 Earthwork - fine grade 22.89 SY $ 4.50 $ 102.99 6 Reconditioning Reconditioning & proofrolling 22.89 SY $ 2.99 $ 68.36 7 Concrete Concrete pavement - 6" thick 22.89 SY $ 69.96 $ 1,601.41 Total cost - each $ 1,931.25 FRONTAGE LENGTH Length of Sidewalk replaced by drive cut 22.0 LF Total Frontage Length 113.0 LF Cost of previously billed sidewalk $ (841.44) Cost of New Drive Cut $ 1,931.25 Total Cost of Drive Cut less Sidewalk $ 1,089.81 Fee Calculation - 1 Drive Cut 3565 Dudley St.xlsx E f , City of a. � WheatRidge PU1gLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED: --3/ GST, 20/G%ADDRESS: 35(05 Dear Contractor: 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 me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www. ei. w h e a tr i d g e. co. u s Rev 2/08 A OCity of ..,!,,'WatRioge E1 ;(- "Al „ftp City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORDS DEVELOPMENT REVIEW FEES Date: a / OGS ,, 20/9 Location of Construction:_3r2&,5 Dr 0 Y �T Purpose of Construction: h1E1/1f LID�rAF — % f�rlOL� X Single Family V_ Commercial Multi -Family Development Review Processing Fee :................................................ $100.00 (Required of all projects for document processing) $ t 00 00 Single Family Residence/Duplex Review Fee: ..................................... $50.00 $_5Q 0O Commercial/Multi-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 $ * Initial review' of technical civil engineering documents (Fee includes reviews of the 1" and 2nd submittals) :.......................... $600.00 $ o Traffic Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): .......................... $500.00 $ a Trip Generation Study Review Fee: .................................................. $200.00 $ a O & M Manual Review & SMA Recording Fee ................................ $100.00 $ 1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: ® Resubmittal Fees: 3rd submittal (%2 initial review fee): 4" submittal (full initial review fee):. All subsequent submittals:.......... (Full initial review fee) ......................................... $300.00 ............................................... $600.00 ................................ I ... ........... $600.00 TOTAL AL. REVIE+ W FEES (due at time of Building Permit issuance): $ $ PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. ll,;I) ci \i?1ryi;iilge.t,o;a5 Rev 12/12 City of Wheat Kicdgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 10 -17'l q Project Address:�� S Name of Firm/Individual submitting documents: 1 cwc4s-LA-k, L C. Project Type/Description: % J tt-y ,Zvi Y� L)r- EX/' k w I Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, J") { , am a duly authorized representative of the agency indi ed jbePa'fiQW,by my sig � re below, reby acknowledge receipt of documents necessary for review and approthe project indicated above. Agency rpresented: (Please check one) X Wheat Ridge Water District o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other .600�"MARTIN/MARTIN CONSULTING ENGINEERS October 14, 2019 Stephanie Garcia 303-619-2546 Email: formandsubstance@gmai1.com Re: Wheat Ridge Sanitation District — 3563 and 3565 Dudley St - Availability Letter Martin/Martin, Inc Project No.: 17.0633 Dear Ms. Garcia, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site received May 23, 2019, for the development of an additional new single family home and renovation of existing single family home at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running south to north, east of the referenced property within the Dudley Street. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No underdrain or storm sump pump connections to District facilities are allowed. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Utility Locates It is the developer's responsibility to provide the District, c/o Martin/Martin Inc., with an ASCE Utility Quality B utility locate mapping stamped by a Colorado PE as required in Colorado Revised Statue Article 9 and ASCE 38 standards. Depending on the design, an ASCE Quality Level A supplemental survey may be required which necessitates physical contact and survey of the existing utility at crossings. All projects must meet Colorado Revised Statue Article 9 for proper notification to the Notification Association by the Developer's professional engineer. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Shared Service Line After review of the plans it appears that the service line(s) of the independent units will individually connect to the District main meeting Section 2.3.02 of the District Rules and Regulations states: MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MART6NMARTIN.COM Wheat Ridge Sanitation District — 3563 and 3565 Dudley St - Availability Letter October 14, 2019 "The plumbing system of each separate structure, each house or separate dwelling, each unit in a duplex building and each townhouse, and each separate building, including each separate condominium building, store, premises, and other structures connected to the District's sanitary sewer system shall be separate and independent from that of every other house, structure, or dwelling unit, each duplex unit, building including each condominium building, store, premises and other structure and each shall have an independent, direct connection with the sanitary sewer system. . Costs All costs involved are to be deposited in advance— engineering, reviews, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware all fees are due prior to connection. A water provider letter verifying water meter sizing for all units/buildings will be required prior to a tap application completion. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District Page 212 Certificate of Product Ratinas AHRI Certified Reference Number : 203067782 Date: 10-08-2019 Model Status : Active AHRI Type: RCU-A-CB Series : XR14 Outdoor Unit Brand Name: TRANE Outdoor Unit Model Number (Condenser or Single Package) : 4TTR4043L1 Indoor Unit Model Number (Evaporator and/or Air Handler) : 4TXCDO08DS3 Furnace Model Number: S8X2D120M5PTA Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for which they meet the regional efficiency requirement. The manufacturer of this TRANE product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 41500 SEER : 15.50 EER (A2) - Single or High Stage (95F) : 13.00 t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Rat nas that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along with the previous (i.e. WAS) ratina. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS "120 This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and it confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; �■ ,� entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we make life better'" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132150374695618909 City of W heat ic�gc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855-f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 0 — i 4 Project Address: 3 S (p 3 St Name of Firm/Individual submitting documents: Project Type/Description: N) 0P ��- Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, indicated below and do, by my signature bt and approval of the project indicated above. A-gency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: — (-0, J , f ; ,,..- -) ,c/ %r ci: r ew --d , am a duly authorized representative of the agency Wedge receipt of documents necessary for review Signature:�Date: (Agency Representative) Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other eo, - /1-'/� City of W heat Wiic%e CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855-f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 0 -to -11 Project Address: 35- to S -P ld I -e. 5 Name of Firm/Individual submitting documents: jot,., Wx--ri-L'15 1'�- Project Type/Description: OC(e - / a 0 C Vp Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I. ..J indicated below and do, by my signature below, he and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water , am a duly authorized representative of the agency Wedge receipt of documents necessary for review 6 Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: * C.nol; rt e ^ Meta.'^s 0; s tr ; c t s bp^ dQ„L S 0 AYa:�ayf�;t/jy letf�r: Signature: _ �- ��,�%yam Date: (z- Agency Representative) MARTIN/MARTIN CONSULTING ENGINEERS June 14, 2019 John Matusiak Touchstone Development 303-810-3604 Email: jmatusiak@me.com Re: Wheat Ridge Sanitation District — 3563 and 3565 Dudley St - Availability Letter Martin/Martin, Inc Project No.: 17.0633 Dear Mr. Matusiak, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site received May 23, 2019, for the development of an additional new single family home and renovation of existing single family home at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running south to north, east of the referenced property within the Dudley Street. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No underdrain or storm sump pump connections to District facilities are allowed. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Shared Service Line After review of the plans it is unclear if the service line(s) of the independent units are individually connecting to the District main. Section 2.3.02 of the District Rules and Regulations states: "The plumbing system of each separate structure, each house or separate dwelling, each unit in a duplex building and each townhouse, and each separate building, including each separate condominium building, store, premises, and other structures connected to the District's sanitary sewer system shall be separate and independent from that of every other house, structure, or dwelling unit, each duplex unit, building including each condominium building, store, premises and other structure and each shall have an independent, direct connection with the sanitary sewer system. . MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Wheat Ridge Sanitation District — 3563 and 3565 Dudley St - Availability Letter June 14, 2019 Costs All costs involved are to be deposited in advance— engineering, reviews, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware all fees are due prior to connection. A water provider letter verifying water meter sizing for all units/buildings will be required prior to a tap application completion. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich —Wheat Ridge Sanitation District Page 212 Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: 5 6 3 1 3 S45 Zoning: �- 2 Lot Size: ZZ 1 °I (l sq. ft. Lot Width: I k} ft. Property in the flood plain? tj If yes, notify PW Floodplain Administrator and a d surveying condition FLD Subdivision: Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): tjt,,,j CoLdA -\-o SF I ❑ Accessot do ` �.�5 J Addition 1 7L) New ISP, ILC or site plan ILC and site plan ILC and site plan none if w/in 2' of setback or in yes (FND) Maximum Lot Coverage: `'C 0 % Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing sq. ft Lot Coverage % (FND) 01 , 16 4- sq. ft. if in floodplain if w/in 2' of setback (NRS) if in floodplain (FLD) Proposed Improvements (footprints): House/addition: 5 S OZ9 sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing sq. ft Lot Coverage _1 ti.— % Required Setbacks: FR 2-S SS►j-7 S 5 t-- R 1 y Provided Setbacks: FR �� r S (U S 'Sq R u LA For additions or new construction, is the structure within 2 feet of minimum setbacks? \ .Z. If yes, add surveying condition FND. Maximum Height: ft. Maximum �qft7 Proposed Height: 2 ft. Proposed Size: Does the bulk plane apply? (Y/N) t1i If yes, does it meet on all sides (Y/N): FR S — S — R (See 26-642 and 26-120.C.1 —applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedicati e een paid (eg w' e approval)?� If fees are owed dd condition PFEE, ri fy o er, notify building division, nter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development Additions that increase gross floor area (not just the footprint) by 60% or more R->dVh�C� bk&( (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEXIs there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. No"2 — -R-JLs V,e-'t MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access onditions (apply to all new driveways, garages, additions, or new homes/units) j For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. NA ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses �,,,a..SA- are at least 30 feet apart, measured from the interior edges. L, jv�v <' ❑ For all uses, one access point per property is permitted. Lands Conditions (apply to additions and new dwelling units) 7For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot 1\ - width of driveway 20 > / 70 = ( •_� (round up for required trees) Street trees required: Street trees provided: Vim` Z t�} 1^S Q.,- cr t.� ILf� 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit NSA ❑ Not approved as an independent dwelling unit. FND Scott Cutler From: Scott Cutler Sent: Wednesday, June 19, 2019 9:04 AM To: 'Steph Garcia' Subject: 3563 Dudley St - Permit Submittal Hi Stephanie — I'm reviewing the new duplex (addition portion) at 3563 Dudley Street. The proposed design is in violation of the setback along the southern property line. The R-2 zone district requires a 10' setback for any two-story building that is part of a duplex. Our code defines story for residential buildings as "each 10 feet of building height shall be considered a story for the purposes of determining setback requirements...", and in this case the fact that the building is over 10' and has the second story loft space requires us to consider it to be 2 stories. The great room would need to be reduced in width by 5' or the entire project shifted north 5' so that the 10' setback is met. All else looks good for now, but I will let you know if anything else comes up. Thanks, Scott Cutler Planner II Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us i953 -�Qig CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. City of W heat idgc CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: (e-1 a ✓ / q Project Address: 7 // Name of Firm/Individual submitting documents: J.00/1 r4wi)5 Project Type/Description: �Q.✓k o� Z -1 Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, %' v C �---�1_ , am a duly authorized representative of the agency indicated elow an do, Vy1my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Anency represented: (Please check one) heat Ridge Water District o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes: eQS /ri /,3� LV L0017 Signature: Date: R resentative) City of W hcat is gc, CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: (0-/) -1 q Project Address: U Name of Firm/Individual submitting documents Project Type/Description: Signature of Firm Representative or Individual: ,,J9h4 EMisi4l, %vo.4s�4� DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 11 Z;:�C( J-/- � 4//1- C_I_f�� indicateA below and o, y my signature below, hl and approval of the project indicated above. Agency represented: (Please check one) Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: , am a duly authorized representative of the agency owledge receipt of documents necessary for review o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: Date: gen Representative) !® Manual S Compliance Report Job: 3565 Dudley StreetRedesi... v0Ca'CS Digitally signed Date: October 10, 2019 'We are the missing piece' Entire House by Thomas By. Scott Pingleton Platania ProCalcs, LLC =a=s s,o.o a Date: 2019.10.10 10:15:59 -04'00' P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.P roCalcs. Net License: CAC1815254 Project Information For: 3565 Dudley Street Redesign 3565 Dudley Street, Wheat Ridge, CO 80033 Cooling Equipment Design Conditions Outdoor design DB: 90.0°F Sensible gain: 35880 Btuh Entering coil DB: 75.8°F Outdoor design WB: 59.8°F Latent gain: 0 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.7°F Total gain: 35880 Btuh Indoor RH: 55% Estimated airflow: 1748 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Trane Manufacturer: Model: 4TTR4043L1+4TXCD008DS3+S8X2D120M5PTA Actual airflow: 1748 cfm 83160 Btuh Sensible capacity: 35750 Btuh 100% of load Latent capacity: 5550 Btuh 0% of load Total capacity: 41300 Btuh 115% of load SHR: 87% Heating Equipment Design Conditions design DB: -3.0°F Heat loss: 79506 Btuh Indoor design DB: 67.1 °F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Trane Actual airflow: 1748 cfm Output capacity: 83160 Btuh Meets all requirements ofACCA Manual S. Model: S8=120M5PT* 105% of load _- wrightsoft- Dra Right-SuteOUnversal 2019 19.0.13 RSU25344 _rki ngwrgs13565DudleyStreetResidence.rup Calc=MJ8 FrontDoorfaces: E Entering coil DB: 67.0°F Temp. rise: 53 °F Gia 0 QJ 2019 -Oct -10 09:51:43 Page 1 "=[OCe'tICS� Load Short Form 'We are the missing piece' Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCal s.Net License: CAC1815254 Project Information For: 3565 Dudley Street Redesign 3565 Dudley Street, Wheat Ridge, CO 80033 Job: 3565 Dudley Street Redesi... Date: October 10, 2019 By: Scott Pingleton ROOM NAME Area Design Information Htg AVF CIgAVF Htg Clg Infiltration (cfm) (cfm) Outside db (°F) -3 90 Method Blower door Inside db (°F) 67 76 Shielding / stories 3 (partial) / 2 Design TD (°F) 70 14 Pressure /AVF 79506 50 Pa / 3302 cfm Daily range - H 0 0 Inside humidity (%) 48 55 35880 Moisture difference (gr/Ib) 56 -39 0 HEATING EQUIPMENT COOLING EQUIPMENT Make Trane 12CZ00n 47A0 Make Trane Trade TRANE Trade TRANE Model S8X2D120M5PT*** Cond 4TTR40431-1 AHRI ref 202865490 Coil 4TXCD008DS3+S8X2D120M5PTA AHRI ref 203067782 Efficiency 80AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 100800 Btuh Sensible cooling 33200 Btuh Heating output 83160 Btuh Latent cooling 8300 Btuh Temperature rise 53 °F Total cooling 41500 Btuh Actual airflow 1748 cfm Actual airflow 1748 cfm Air flow factor 0.022 t frnBtuh Air flow factor 0.049 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 1.00 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Crawlspace 2252 20863 1661 459 81 House 3058 58643 43908 1289 2139 Entire House 5309 79506 35880 1748 1748 Other equip loads 0 0 Equip. @ 1.00 RSM 35880 Latent cooling 0 T('1TAI S 12CZ00n 47A0 —A ✓vvv vvvvv I I -Yu I[-+0 ,� �Z1 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. �' A- _ wrightsoft ICC..ski Draw Dudle Right-Sute®Universal 2019 19.0.13 RSU25344 ng ngs\3565 ySteetResidence.np Calc=MJ8 FrontDoorfaoes: E 9-Od-10 09:51:43 Page 1 Building Analysis Job: 3565 Dudley StreetRedesi... VaDCalcs® Date: October 10, 2019 'We are the missing piece' Entire House By. Scott Pingleton ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalos.Net License: CAC1815254 Project Information For: 3565 Dudley Street Redesign 3565 Dudley Street, Wheat Ridge, CO 80033 Heating Component Design Conditions % of load Walls Location: 32026 Indoor: Heating Cooling Denver Intemationa, CO, US 24.5 Indoor temperature (°F) 67 76 Elevation: 5430 ft Ceilings Design TD (°F) 70 14 Latitude: 40°N 0.7 Relative humidity (%) 48 55 Outdoor: Heating Cooling Moisture difference (gr/Ib) 56.1 -39.4 Dry bulb (°F) -3 90 Infiltration: 0 Daily range (°F) - 28 ( H ) Method Blower door 0 Wet bulb (°F) - 60 Shielding / stones 3 (partial) / 2 Adjustments Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 3302 cfm Heating Component Btuh/ft2 Btuh % of load Walls 8.3 32026 40.3 Glazing 23.4 19464 24.5 Doors 43.8 783 1.0 Ceilings 1.5 3303 4.2 Floors 0.7 1611 2.0 Infiltration 4.6 20851 26.2 Ducts 1469 1.8 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 79506 100.0 Cooling Component Btuh/ft2 Btuh % of load Walls 1.1 4223 11.8 Glazing 23.6 19661 54.8 Doors 13.7 244 0.7 Ceilings 0.3 599 1.7 Floors 0 0 0 Infiltration 0.4 2018 5.6 Ducts 739 2.1 Ventilation 0 0 Internal gains 8395 23.4 Blower 0 0 Adjustments 0 Total 35880 100.0 Latent Cooling Load = 0 Btuh Overall U -value = 0.099 Btuh/ft2-°F Data entries checked. _ n9 ng Dudley DWr�g6tror Right-Bute®Universal 2019 19.0.13 RSU25344 ..rki udley Street Residence. rup Calc = MJ8 Front Door faces: E Glazing Glazing nternal Gains Infiltration Other ,Peat 2019 -Oct -10 09:51:43 Page 1 Component Constructions TaCa1CS the miEntire House -- We are mining piece ProCalcs, LLC P.O. Box 882032, Port Saird Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 Project • • For: 3565 Dudley Street Redesign 3565 Dudley Street, Wheat Ridge, CO 80033 Job: 3565 Dudley Street Redesi... Date: October 10, 2019 By: Scott Pingleton Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft? °F ft? "FBtuh BtulV t2 Btuh Btuh/ft2 Btuh Walls 2x6 R-20 Below grade Partitions Frame Wall 2 x 6 R-19 Windows Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = new concrete (0.32); 1.5 ft overhang (1.5 ft window ht, 2 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 1.5 ft overhang (1.5 ft window ht, 2 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 1.75 ft overhang (1.5 ft window ht, 3.65 ft sep.), 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium, foreground = green grass (0.23); 3 ft overhang (2 ft window ht, 6.75 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 3 ft overhang (2 ft window ht, 8.5 ft sep.); 7 ft head ht n 1111 Design Conditions 4.67 5188 Location: 970 Indoor: Heating Cooling Denver Internationa, CO, US 2471 Indoor temperature (°F) 67 76 Elevation: 5430 ft 20.0 Design TD (°F) 70 14 Latitude: 40°N w 618 Relative humidity (%) 48 55 Outdoor: Heating Cooling Moisture difference (gr/Ib) 56.1 -39.4 Dry bulb (°F) -3 90 Infiltration: 0.87 2701 Daily range (°F) - 28 ( H ) Method Blower door 5005 Wet bulb (°F) - 60 Shielding / stones 3 (partial) / 2 19.0 Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 3302 cfrn s 194 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft? °F ft? "FBtuh BtulV t2 Btuh Btuh/ft2 Btuh Walls 2x6 R-20 Below grade Partitions Frame Wall 2 x 6 R-19 Windows Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = new concrete (0.32); 1.5 ft overhang (1.5 ft window ht, 2 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 1.5 ft overhang (1.5 ft window ht, 2 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 1.75 ft overhang (1.5 ft window ht, 3.65 ft sep.), 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium, foreground = green grass (0.23); 3 ft overhang (2 ft window ht, 6.75 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 3 ft overhang (2 ft window ht, 8.5 ft sep.); 7 ft head ht n 1111 0.064 20.0 4.67 5188 0.87 970 e 529 0.064 20.0 4.67 2471 0.87 462 s 835 0.064 20.0 4.67 3902 0.87 730 w 618 0.064 20.0 4.67 2885 0.87 539 all 3092 0.064 20.0 4.67 14446 0.87 2701 n 194 0.488 19.0 25.9 5005 2.22 430 e 135 0.488 19.0 25.9 3492 2.22 300 s 194 0.488 19.0 25.9 5005 2.22 430 w 135 0.488 19.0 25.9 3492 2.22 300 all 657 0.488 19.0 25.9 16993 2.22 1459 122 0.066 19.0 4.83 587 0.52 63 n 88 0.320 0 23.4 2062 9.21 812 e 14 0.320 0 23.4 326 31.5 439 all 102 0.320 0 23.4 2388 12.2 1252 n 4 0.320 0 23.4 88 9.21 35 e 4 0.320 0 23.4 88 31.5 118 e 4 0.320 0 23.4 88 31.5 118 e 8 0.320 0 23.4 187 31.5 252 e 8 0.320 0 23.4 187 31.5 252 wrightsoftx Right-Sute® Uriversal 2019 19.0.13 RSU25344 ...rkingDraMrigs\3565 Dudley StreetResidence.np Calc=MJ8 Front Door faces: E 2019 -Oct -10 09:51:43 /./", Page 1 Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated e 20 0.320 0 23.4 467 28.3 566 (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 3 ft overhang (5 ft window ht, 1.65 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated e 20 0.320 0 23.4 467 31.5 630 (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 3 ft overhang (5 ft window ht, 3.5 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated e 24 0.320 0 23.4 561 31.5 756 (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 3 ft overhang (6 ft window ht, 8.65 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated a 24 0.320 0 23.4 561 31.5 756 (SHGC=0.30); 50% blinds 45°, medium; foreground = green grass (0.23); 3 ft overhang (6 ft window ht, 10.5 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated a 32 0.320 0 23.4 748 39.5 1263 (SHGC=0.30); 50% blinds 45°, medium; foreground = new concrete e 24 0.320 0 23.4 561 39.5 948 (0.32); 1.5 ft overhang (8 ft window ht, 2 ft sep.); 7 ft head ht all 56 0.320 0 23.4 1308 39.5 2211 Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated e 72 0.320 0 23.4 1682 19.2 1383 (SHGC=0.30); 50% blinds 45°, medium; foreground = new concrete (0.32); 12.5 ft overhang (8 ft window ht, 2 ft sep.); 7 ft head ht Double pane love vinyl: Double pane low -e vinyl; NFRC rated s 24 0.320 0 23.4 561 9.21 221 (SHGC=0.30); 50% blinds 45°, medium; 1.5 ft overhang (1.5 ft window ht, 2 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated s 4 0.320 0 23.4 88 9.21 35 (SHGC=0.30); 50% blinds 450, medium; 12.75 ft overhang (1.5 ft window ht, 2 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated s 8 0.320 0 23.4 187 25.0 200 (SHGC=0.30); 50% blinds 450, medium; foreground = new concrete (0.32); 1.5 ft overhang (2 ft window ht, 4 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated s 8 0.320 0 23.4 187 25.0 200 (SHGC=0.30); 50% blinds 45°, medium; foreground = new concrete (0.32); 1.5 ft overhang (2 ft window ht, 7 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated s 42 0.320 0 23.4 981 25.0 1048 (SHGC=0.30); 50% blinds 450, medium; foreground = new concrete (0.32); 3 ft overhang (2 ft window ht, 9 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated s 63 0.320 0 23.4 1472 19.2 1210 (SHGC=0.30); 50% blinds 45°, medium; foreground = new concrete s 13 0.320 0 23.4 310 19.2 254 (0.32); 3 ft overhang (3 ft window ht, 4 ft sep.); 7 ft head ht s 27 0.320 0 23.4 631 19.2 519 all 103 0.320 0 23.4 2412 19.2 1983 Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated s 126 0.320 0 23.4 2943 25.0 3145 (SHGC=0.30); 50% blinds 45°, medium; foreground = new concrete (0.32); 3 ft overhang (6 ft window ht, 11 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated s 24 0.320 0 23.4 561 25.0 599 (SHGC=0.30); 50% blinds 450, medium; foreground = new concrete (0.32); 1.5 ft overhang (8 ft window ht, 7 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated s 112 0.320 0 23.4 2616 25.0 2795 (SHGC=0.30); 50% blinds 450, medium; foreground = new concrete (0.32); 3 ft overhang (8 ft window ht, 9 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated w 24 0.320 0 23.4 561 29.5 708 (SHGC=0.30); 50% blinds 45°, medium; 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated w 5 0.320 0 23.4 105 31.5 142 (SHGC=0.30); 50% blinds 450, medium; foreground = green grass (0.23); 1.5 ft overhang (1.5 ft window ht, 2.25 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated w 5 0.320 0 23.4 105 31.5 142 (SHGC=0.30); 50% blinds 450, medium; foreground = green grass (0.23); 1.5 ft overhang (1.5 ft window ht, 3.65 ft sep.); 7 ft head ht Double pane low -e vinyl: Double pane low -e vinyl; NFRC rated w 4 0.320 0 23.4 88 31.5 118 (SHGC=0.30); 50% blinds 450, medium; foreground = green grass (0.23); 1.5 ft overhang (1.5 ft window ht, 4.65 ft sep.); 7 ft head ht Doors Door, wd sc type: Door, mtl fbrgl type n 18 0.600 6.3 43.8 783 13.7 244 Ceilings Shingle R-49 spray foam 2262 0.020 49.0 1.46 3303 0.26 599 Floors (:UY N Below grade or 2252 0.027 0 0.72 .1611 0 0 Wheat R .rj9e s wrightsoft® M,= • a•. „a = _-,. moa Rigtt-Siite®Urrversal 2019 19.0.13 RSU25344 11:43 , a'/Page 2 14 rkingDrawings\3565Dudley StreetResiderre.rp Calc =W8 Frort Door faces: E City or Wheat Rid .9 wrightsoft® -Oct-10 09:51:43 A Rigtt-Sute®Unversal 2019 19.0.13 RSU25344 Page 3 rkingDrawings\3565Dudley Street Residence.rup Calc =W8 Front Door faces: E Project Summary Job: 3565 Dudley StreetRedesi... *' ,QDCa1Cs° Date: October 10, 2019 _ 'Weare the missing piete' Entire House By- ScottPingleton ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CACI 815254 Project• • For: 3565 Dudley Street Redesign 3565 Dudley Street, WheatRidge, CO 80033 Notes: Touchstone Development 731 South Elizabeth Street Denver, CO 80209 Desicin Information Weather: Denver International, CO, US Winter Design Conditions Summer Design Conditions Outside db -3 °F Outside db 90 °F Inside db 67 °F Inside db 76 °F Design TD 70 °F Design TD 14 °F Daily range H Relative humidity 55 % Moisture difference -39 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 78037 Btuh Structure 35141 Btuh Ducts 1469 Btuh Ducts 739 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none ) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 79506 Btuh Use manufacturer's data y Rate/swing multiplier Equipment 1.00 Infiltration sensible load 35880 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding / stones 3 ( artial) / 2 Pressure /AVF 50 Pa 3302 cfm Structure -2641 Btuh Ducts -142 Btuh Central vent (0 cfm) 0 Btuh Area Heating Cooling (none) (ft') 5309 5309 Equipment latent load 0 Btuh Volume (ft) 39620 39620 Air changes/hour 0.50 0.24 Equipment Total Load (Sen+Lat) 35880 Btuh Equiv. AVF (cfm) 330 157 Req. total capacity at 0.80 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model S8X2D120M5PT*** Cond 4TTR40431-1 AHRI ref 202865490 Coil 4TXCD008DS3+S8X2D120M5PTA AHRI ref 203067782 Efficiency 80AFUE Efficiency 13.0 EER, 15.5 SEER Heating input 100800 Btuh Sensible cooling 33200 Btuh Heating output 83160 Btuh Latent cooling 8300 Btuh Temperature rise 53 °F Total cooling 41500 Btuh Actual airflow 1748 chn Actual airflow 1748 cfm Air flow factor 0.022 cfrn/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 1.00 /neat Midge (Buildina Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ni„i— _ ng tttsoft”' 019-0 - 9 :51:43 ~- _rki Drawingr,s\35 Right-Sute®Urtiversa1201919.0.13RSU25344 9 '��` N 65 Dudley Street Residence.nQ Calc = MJ8 FrontDoor faces: E Page 1 # WTo-Calks Right -J® Worksheet Job: 3565 Dudley Street Redesign W -1 -Ye 1-9pl- Entire House Date: October 10, 2019 By. Scott Pingleton ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 1 Room name Entire House CraWspacu 2 Exposedvell 539.5 ft 219.0 ft 3 Room height 7.5 ft 3.0 ft 4 Room dimensions 5 Room area 5309.0 ft2 2251.5 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/t2 °F) (Btu 1112) or perimeter (ft) (B h) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \t 2x6 R-20 0.064 n 4.67 0.87 1203 1111 5188 970 0 0 0 0 Double pane lowe vi 0.320 in 23.36 9.21 88 0 2062 812 0 0 0 0 I! -GC Double pane lowe vi 0.320 n 23.36 9.21 4 0 88 35 0 0 0 0 W Belowqrade 0.488 n 25.86 2.22 194 194 5005 430 194 194 5005 430 1 1 2x6 R-20 0.064 e 4.67 0.87 782 529 2471 462 0 0 0 0 Double pane low- vi 0.320 e 23.36 31.48 14 0 326 439 0 0 0 0 Double pane lowe vi 0.320 e 23.36 31.48 4 0 88 118 0 0 0 0 Double pane low -e vi 0.320 a 23.36 31.48 4 0 88 118 0 0 0 0 Double pane low -em 0.320 e 23.36 31.48 8 0 187 252 0 0 0 0 Double pane low -e vi 0.320 e 23.36 31.48 8 0 187 252 0 0 0 0 Double pane lowe vi 0.320 e 23.36 28.32 20 6 467 566 0 0 0 0 Double pane low- vi 0.320 e 23.36 31.48 20 0 467 630 0 0 0 0 Double pane lowe vi 0.320 e 23.36 31.48 24 0 561 756 0 0 0 0 Double pane low- vi 0.320 e 23.36 31.48 24 0 561 756 0 0 0 0 Double pane lowe vi 0.320 e 23.36 39.48 32 0 748 1263 0 0 0 0 Double pane lowe vi 0.320 e 23.36 39.48 24 0 561 948 0 0 0 0 Double pane low -vi 0.320 e 23.36 19.21 72 144 1682 1383 0 0 0 0 W Belowgrade 0.488 e 25.86 2.22 135 135 3492 300 135 135 3492 300 2x6 R-20 0.064 s 4.67 0.87 1286 835 3902 730 0 0 0 0 Double pane low- vi 0.320 s 23.36 9.21 24 48 561 221 0 0 0 0 Double pane low- vi 0.320 s 23.36 9.21 4 8 88 35 0 0 0 0 Double pane low- vi 0.320 s 23.36 24.96 8 0 187 200 0 0 0 0 Double pane low- vi 0.320 s 23.36 24.96 8 0 187 200 0 0 0 0 Double pane low -em 0.320 s 23.36 24.96 42 0 981 1048 0 0 0 0 Double pane low- vi 0.320 s 23.36 19.21 63 126 1472 1210 0 0 0 0 Double pane lowe vi 0.320 s 23.36 19.21 13 27 310 254 0 0 0 0 Double pane low- vi 0.320 s 23.36 19.21 27 54 631 519 0 0 0 0 Double pane lowe vi 0.320 s 23.36 24.96 126 0 2943 3145 0 0 0 0 Double pane lowe vi 0.320 s 23.36 24.96 24 0 561 599 0 0 0 0 Double pane lowe vi 0.320 s 23.36 24.96 112 0 2616 2795 0 0 0 0 W Belowgrade 0.488 s 25.86 2.22 194 194 5005 430 194 194 5005 430 2x6 R-20 0.064 w 4.67 0.87 654 618 2885 539 0 0 0 0 Double pane low- vi 0.320 w 23.36 29.48 24 0 561 708 0 0 0 0 Double pane low- vi 0.320 w 23.36 31.48 5 0 105 142 0 0 0 0 Double pane low- vi 0.320 w 23.36 31.48 5 0 105 142 0 0 0 0 Double pane low- vi 0.320 w 23.36 31.48 4 0 88 118 0 0 0 0 W Belowqrade 0.488 w 25.86 2.22 135 135 3492 300 135 135 3492 300 P Frame Wall 2 x6 R-1 0.066 - 4.83 0.52 140 122 587 63 0 0 0 0 Door, v%d sctype 0.600 n 43.80 13.65 18 18 783 244 0 0 0 0 C Shinqle R-49 sprayf 0.020 1.46 0.26 2262 2262 3303 599 0 0 0 0 F Belowgrade 0.027 0.72 0.00 2252 2252 1611 0 2252 2252 1611 0 6 c) AED excursion 0 0 Envelope loss/gain 57186 24728 18604 1459 12 a) Infiltration 20851 2018 2259 203 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 4 920 0 0 Applianceslother 7475 0 Subtotal (lines 6 to 13) 78037 35141 20863 1661 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 78037 35141 20863 1661 15 Ductloads 2% 2% 1469 739 0%/a 0 0 Total room load 79506 35880 I [UhA, 20863 1661 Air required (dm) 1748 1748 , 459 81 of Ma 4GGA T` ' Right-Sute®Universal 201919.0.13RSU25344 rking Drawings\3565 Dudley Street Residence.r p Calc = MJ8 Front Door faces: 10 09:51:43 Page 1 #'s T@)Ca1es Right -J® Worksheet Job: 3565 Dudley Street Redesign Wean the mtrsing piece' Entire House Date: October 10, 2019 ProCalcs, LLC By. Scott Pingleton P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net License: CAC1815254 1 Room name House 2 Exposed wall 320.5 ft 3 Room height 10.7 ft 4 Room dimensions 5 Room area 3057.5 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area Load number (Btuh/tz--°F) (BtuhAt2) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V[_j 2x6 R-20 0.064 n 4.67 0.87 1203 1111 5188 970 Double pane low -em 0.320 n 23.36 921 88 0 2062 812 Double pane low -e vi 0.320 n 23.36 9.21 4 0 88 35 W Belowqrade 0.488 n 25.86 2.22 0 0 0 0 1 1 2x6 R-20 0.064 a 4.67 0.87 782 529 2471 462 Double pane low -e vi 0.320 e 23.36 31.48 14 0 326 439 Double pane low -e vi 0.320 e 23.36 31.48 4 0 88 118 Double pane low -e vi 0.320 e 23.36 31.48 4 0 88 118 Double pane low -e vi 0.320 e 23.36 31.48 8 0 187 252 Double pane low -e vi 0.320 e 23.36 31.48 8 0 187 252 Double pane low -e vi 0.320 e 23.36 28.32 20 6 467 566 Double pane low -em 0.320 e 23.36 31.48 20 0 467 630 Double pane low -e vi 0.320 e 23.36 31.48 24 0 561 756 Double pane low -e vi 0.320 e 23.36 31.48 24 0 561 756 Double pane low -e vi 0.320 e 23.36 39.48 32 0 748 1263 Double pane low- vi 0.320 e 23.36 39.48 24 0 561 948 Double pane low -e vi 0.320 e 23.36 19.21 72 144 1682 1383 W Belowgrade 0.488 e 25.86 2.22 0 0 0 0 2x6 R-20 0.064 s 4.67 0.87 1286 835 3902 730 Double pane low -e vi 0.320 s 23.36 9.21 24 48 561 221 Double pane low -e vi 0.320 s 23.36 9.21 4 8 88 35 Double pane low- vi 0.320 s 23.36 24.96 8 0 187 200 Double pane low -e vi 0.320 s 23.36 24.96 8 0 187 200 Double pane low -e vi 0.320 s 23.36 24.96 42 0 981 1048 Double pane low -e vi 0.320 s 23.36 19.21 63 126 1472 1210 Double pane low -e vi 0.320 s 23.36 1921 13 27 310 254 Double pane low -e vi 0.320 s 23.36 19.21 27 54 631 519 Double pane low -e vi 0.320 s 23.36 24.96 126 0 2943 3145 Double pane low -e ti 0.320 s 23.36 24.96 24 0 561 599 Double pane low -e vi 0.320 s 23.36 24.96 112 0 2616 2795 W Belowgrade 0.488 s 25.86 2.22 0 0 0 0 2x6 R-20 0.064 w 4.67 0.87 654 618 2885 539 Double pane lowe vi 0.320 w 23.36 29.48 24 0 561 708 Double pane low -e vi 0.320 w 23.36 31.48 5 0 105 142 Double pane low -e vi 0.320 w 23.36 31.48 5 0 105 142 Double pane low- vi 0.320 w 23.36 31.48 4 0 88 118 W Belowqrade 0.488 w 25.86 2.22 0 0 0 0 P Frame Wall 2 x 6 R-1 0.066 - 4.83 0.52 140 122 587 63 Door, wd sctype 0.600 n 43.80 13.65 18 18 783 244 C Shinqle R-49 sprayf 0.020 1.46 0.26 2262 2262 3303 599 F Belowgrade 0.027 0.72 0.00 0 0 0 0 6 c) AED excursion 9561 Envelope lossigain 38582 32830 12 a) Infiltration 18592 1816 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliancestother 7475 Subtotal (lines 6to 13) 57174 43040 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 57174 43040 15 Dud loads 3% 2% 1469 867 Total room load 58643 43908 Air required (dm) 1289 21391 whey culations -�"� wrightsoft� Right-SuteO Universal 2019 19.0.13 RSU25344 �� ...rkingDrawing s\3565 Dud ley Street Residenoe.rup Calc=MJ8 FrontDoorfaces: E Of %M 2019-OCt-10 09:5143 Page 2 -QOCa1CS� Duct System Summary W. are the missing piece' Entire House ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: www.ProCaIcs.Net License: CAC1815254 Project Information For: 3565 Dudley Street Redesign 3565 Dudley Street, Wheat Ridge, CO 80033 External static pressure Pressure losses Available static pressure Supply/ return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.90 in H2O 0.59 in H2O 0.31 in H2O 0.203 /0.107 in H2O 0.078 i n/100ft 1748 cfm _ - wrightsoft°' �� _rking Drawings\3565 Dudley P Right-SuteOUruversa12019 19.0.13 RSU25344 Street Residence.rup Calc = MJ8 Frork Door faces: E 399 Job: 3565 Dudley Street Redesi... Date: October 10, 2019 By- Scott Pingleton Cooling 0.90 in H2O 0.59 in H2O 0.31 in H2O 0.203 /0.107 in H2O 0.078 in/100ft 1748 cfm City of Wheat Ridge Supply Branch Detail Table Name Design (Btuh) Htg (Cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bath c 746 0 36 0.116 4.0 Ox 0 RdFg 27.5 147.0 st13 Bath h 868 19 9 0.092 4.0 Ox 0 RdFg 53.0 167.0 st10A Bedroom h 1549 34 26 0.088 4.0 Oxo RdFg 65.5 164.0 st10A Bedroom 2-A h 1549 34 26 0.102 4.0 0x0 RdFg 61.5 137.0 st10 Bedroom 3 h 1985 44 38 0.088 4.0 Ox 0 RdFg 67.5 164.0 st10A CS h 5216 115 20 0.104 7.0 Ox 0 RdFg 43.0 152.0 st5 CS -A h 5216 115 20 0.104 7.0 Ox 0 RdFg 42.0 152.0 st10 CS -B h 5216 115 20 0.103 7.0 Ox 0 RdFg 49.5 147.0 st17 CS -C h 5216 115 20 0.106 7.0 Ox 0 RdFg 33.5 157.0 st12 Foyer c 1664 35 81 0.105 6.0 Ox 0 RdFg 46.5 147.0 st16 Foyer -A c 1664 35 81 0.106 6.0 Ox 0 RdFg 53.5 137.0 st16 Great Room c 3106 60 151 0.102 8.0 Oxo RdFg 55.5 144.0 St5 Great Room -A c 3106 60 151 0.079 8.0 Ox 0 RdFg 61.0 194.0 St17A Great Room -B c 3106 60 151 0.079 8.0 Oxo RdFg 62.5 194.0 St17A Great Room -C c 3106 60 151 0.101 8.0 Oxo RdFg 56.0 144.0 St5 Great Room -D c 3106 60 151 0.090 8.0 Ox 0 RdFg 58.0 167.0 st17 Great Room -E c 3106 60 151 0.102 8.0 Oxo RdFg 52.5 147.0 st17 Great Room -F c 3106 60 151 0.078 8.0 Ox 0 RdFg 63.5 197.0 st17A Great Room -G c 3106 60 151 0.104 8.0 Ox 0 RdFg 47.0 147.0 St5 Laundry c 759 15 37 0.102 4.0 Ox 0 RdFg 51.0 147.0 st10 M Bath c 2073 86 101 0.113 6.0 Ox 0 RdFg 33.0 147.0 st21 M Bedroom c 2777 135 135 0.101 7.0 Ox 0 RdFg 34.0 167.0 SO M WIC h 3752 82 37 0.094 6.0 0x 0 RdFg 42.5 174.0 SO Mud Room c 2317 76 113 0.101 7.0 Ox 0 RdFg 63.0 137.0 st11 Pantry c 1008 16 49 0.110 4.0 Ox 0 RdFg 37.0 147.0 st6 Powder c 387 1 19 0.104 4.0 Ox 0 RdFg 48.0 147.0 st11 Stairs 1 h 6149 135 58 0.097 7.0 Ox 0 RdFg 56.0 152.0 St17 Study c 769 28 37 0.101 4.0 Ox 0 RdFg 56.0 144.0 St16 U Hall h 990 22 14 0.102 4.0 Ox 0 RdFg 45.5 154.0 st21 WC c 226 9 11 0.114 4.0 Ox 0 RdFg 25.5 152.0 SO WIC c 409 6 20 0.100 4.0 0x0 RdFg 51.0 152.0 st11 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st10 PeakAVF 261 156 0.088 782 9.2 8 x 6 RectFbg st6 st12 PeakAVF 767 851 0.088 766 14.0 10 x 16 RectFbg SO st5 PeakAVF 293 474 0.101 711 11.0 8 x 12 RectFbg st12 st6 PeakAVF 359 357 0.088 861 10.2 10 x 6 RectFbg st12 st10A PeakAVF 97 73 0.088 435 6.2 8 x 4 RectFbg st10 st16 PeakAVF 99 200 0.101 799 7.9 6 x 6 RectFbg st13 st13 PeakAVF 647 1071 0.078 714 15.7 12 x 18 RectFbg st1 st17 PeakAVF 548 835 0.078 751 14.3 10 x 16 RectFbg st13 SO 7A PeakAVF 179 454 0.078 817 11.4 10 x 8 RectFbg st17 st11 PeakAVF 82 152 0.100 682 7.2 8 x 4 RectFbg st6 st21 PeakAVF 334 298 0.094 752 9.8 8 x 8 RectFbg st1 st1 PeakAVF 1748 2220 0.078 888 20.6 18 x 20 RectFbg * wrightsoft- M • = Rig ht -Suite® Universal 2019 19.0.13 RS U25344 rking Drawl rig s\3565 Dudley Street Residence.rup Calc = MJ8 Front Door faces: E Cill p1 Wheat F.Orzl' 2019 -Oct- 10 09:51:43 Page 2 Return Branch Detail Table Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb3 Ox 0 459 81 93.0 0.115 459 10.5 12x 12 PeakAVF RdFg rt1 rb7 Ox 0 44 38 136.3 0.079 222 6.0 Ox 0 74 RdFg rt4 rb6 Ox 0 28 74 108.0 0.099 376 6.0 Ox 0 700 RdFg rt5 rb8 Ox 0 68 52 138.0 0.078 347 6.0 Ox 0 RdFg rt4 rb2 Ox 0 334 298 95.5 0.112 430 9.4 8x 14 RtFg rt1 rb11 Ox 0 815 1677 0 0 0 0 Ox 0 VIFx Return Trunk Detail Table 10M 0� wrightsoft- 2019-Od-10 09 51:43 An 111. --- on,=, Right-Sute®Urvversal2019 19.0.13 RSU25344 Page 3 rking Drawing s\3565 Dudley Street Residence.rup Calc = MJ8 Front Door faces: E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfrn) FR (fpm) (in) (in) Material Trunk rt4 PeakAVF 112 90 0.078 447 6.7 6 x 6 RectFbg rt1 rt5 PeakAVF 28 74 0.099 376 6.0 0 x 0 RectFbg rt1 rt1 PeakAVF 933 543 0.078 700 14.9 12 x 16 RectFbg 10M 0� wrightsoft- 2019-Od-10 09 51:43 An 111. --- on,=, Right-Sute®Urvversal2019 19.0.13 RSU25344 Page 3 rking Drawing s\3565 Dudley Street Residence.rup Calc = MJ8 Front Door faces: E Static Pressure and Friction Rate Job: 3565 Dudley StreetRedesi... 'ryT0Ce7l�;S. Date: October 10, 2019 'We are the missing piece' Entire House By. Scott Pingleton ProCalcs, LLC P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procalcs.net Web: wwa.ProCalcs.Net License: CAC1815254 Project Information For: 3565 Dudley Street Redesign 3565 Dudley Street, Wheat Ridge, CO 80033 Available Static Pressure Total Effective Length Heating Cooling (in H2O) (in H2O) External static pressure 0.90 0.90 Pressure losses 57 38 Coil 0.25 0.25 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.25 0.25 Humidifier 0 0 Balancing damper 0.03 0.03 Other device 0 0 Available static pressure 0.31 0.31 Total Effective Length Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.078 OK 0.078 OK Fitting Equivalent Length Details Cooling (in/100ft) 0.078 OK 0.078 OK Supply 4W=35, 2B1=30, 12H1=20, 2B1=30, 2A2=55, 11H=7, 8E=10, 1B=10: TotalEL=197 Return 60=10, 11 H=7, 6CA=10, 6B1=10, 8AF=15, 5B=40: TotalEL=92 wrightsoft Right-Sute® Urrversal 2019 19.0.13 RSU25344 ACCK...rkingDrawings\3565Dudley Street Residence.rup Calc=MJ8 FrontDoorfaces: E 2019 -Oct -10 09:51:43 Page 1 Supply Return (ft) (ft) Measured length of run -out 7 9 Measured length of trunk 57 38 Equivalent length of fittings 197 92 Total length 261 138 Total effective length 399 Supply Ducts Return Ducts Friction Rate Heating (in/100ft) 0.078 OK 0.078 OK Fitting Equivalent Length Details Cooling (in/100ft) 0.078 OK 0.078 OK Supply 4W=35, 2B1=30, 12H1=20, 2B1=30, 2A2=55, 11H=7, 8E=10, 1B=10: TotalEL=197 Return 60=10, 11 H=7, 6CA=10, 6B1=10, 8AF=15, 5B=40: TotalEL=92 wrightsoft Right-Sute® Urrversal 2019 19.0.13 RSU25344 ACCK...rkingDrawings\3565Dudley Street Residence.rup Calc=MJ8 FrontDoorfaces: E 2019 -Oct -10 09:51:43 Page 1 CREScheck Software Version 4.6.5 �J( Compliance Certificate Project 3565 Dudley Street Redesign Energy Code: 2009 IECC Location: Denver, Colorado Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,309 ft2 Glazing Area 18% Climate Zone: 5 (6020 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3565 Dudley Street 3565 Dudley Street Redesign Scott Pingleton Wheat Ridge, CO 80033 3565 Dudley Street ProCalcs, LLC Wheat Ridge, CO 80033 P.O. Box 882032 Port Saint Lucie, FL 34988 772-882-5700 tom@procalcs.net Compliance: 5.8% Better Than Code Maximum UA: 587 Your UA: 553 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies North Wall: Wood Frame, 16" o.c. Window 1: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated (SHGC= Window 2: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated (SHGC= North Crawlspace Wall: Solid Concrete or Masonry: Interior Insulation East Wall: Wood Frame, 16" D.C. Window 1: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated (SHGC= Window 2: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated (SHGC= Window 3: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated (SHGC= Window 4: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated (SHGC= Window 5: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated (SHGC= Window 6: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated (SHGC= Window 7: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated (SHGC= 1,243 20.0 0.0 0.059 68 88 0.320 28 4 0.320 1 194 19.0 0.0 0.059 11 783 20.0 0.0 0.059 31 14 0.320 4 4 0.320 1 4 0.320 1 8 0.320 3 8 Cft �df 3 20tNheai Q 320 6 K►dt� r 20 guild'0.320 6 9 Uwlso r Project Title: 3565 Dudley Street Redesign Report /10/19 Data filename: D:\WorkDrive\Zoho WorkDrive (ProCalcs)\Main ProCalcs Folder\ProCalcs Project M f1 of 9 NEW\Touchstone Development\3565 Dudley Redesign\Finals\Current\3565 Dudley Street Residence.rck Window 8: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 24 0.320 8 (SHGC= Window 9: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 24 0.320 8 (SHGC= Window 10: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 32 0.320 10 (SHGC= Window 11: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 24 0.320 8 (SHGC= Window 12: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 72 0.320 23 (SHGC= East Crawlspace Wall: Solid Concrete or Masonry: Interior Insulation 135 19.0 0.0 0.059 8 South Wall: Wood Frame, 16" o.c. 1,286 20.0 0.0 0.059 49 Window 1: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 24 0.320 8 (SHGC= Window 2: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 4 0.320 1 (SHGC= Window 3: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 8 0.320 3 (SHGC= Window 4: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 8 0.320 3 (SHGC= Window 5: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 42 0.320 13 (SHGC= Window 6: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 63 0.320 20 (SHGC= Window 7: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 13 0.320 4 (SHGC= Window 8: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 27 0.320 9 (SHGC= Window 9: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 126 0.320 40 (SHGC= Window 10: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 24 0.320 8 (SHGC= Window 11: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 112 0.320 36 (SHGC= South Crawlspace Wall: Solid Concrete or Masonry: Interior Insulation 194 19.0 0.0 0.059 11 West Wall: Wood Frame, 16" o.c. 656 20.0 0.0 0.059 36 Window 1: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 24 0.320 8 (SHGC= Window 2: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 5 0.320 2 (SHGC= Window 3: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 5 0.320 2 (SHGC= Window 4: Double pane low -e vinyl:Double pane low -e vinyl; NFRC rated 4 0.320 1 (SHGC= West Crawlspace Wall: Solid Concrete or Masonry:lnterior Insulation 135 19.0 0.0 0.059 8 Paartition Wall: Wood Frame, 16" o.c. 140 19.0 0.0 0.060 7 Door 1: Solid 18 0.600 11 Ceiling 1: Flat Ceiling or Scissor Truss 2,262 0.0 49.0 0.020 45 Project Title: 3565 Dudley Street Redesign Report Data filename: D:\WorkDrive\Zoho WorkDrive (ProCalcs)\Main ProCalcs Folder\ProCalcs Project NEW\Touchstone Development\3565 Dudley Redesign\Finals\Current\3565 Dudley Street Residence.rck Or City of Wheat Ridge R ulding, U" da`t_ 10/10/19 Page 2 of 9 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 2009 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed iq,t , e REScheck Inspection Checklist. bylataThomasV Name - Title Signature Date Project Notes: job Number: 3565 Dudley Street Redesign Touchstone Development 731 South Elizabeth Street Denver, CO 80209 City of Wheat Ridge Project Title: 3565 Dudley Street Redesign Report daL, ;, 10/10/19 Data filename: D:\WorkDrive\Zoho WorkDrive (ProCalcs)\Main ProCalcs Folder\ProCalcs Project Page 3 of 9 NEW\Touchstone Development\3565 Dudley Redesign\Finals\Current\3565 Dudley Street Residence.rck CREScheck Software Version 4.6.5 �(J Inspection Checklist Energy Code: 2009 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 103.2 Construction drawings and ❑Complies Requirement will be met. [PR1]1 documentation demonstrate ❑Does Not energy code compliance for the building envelope. ❑Not Observable ❑Not Applicable 103.2, Construction drawings and ❑Complies Requirement will be met. 403.7 documentation demonstrate ❑Does Not [PR3]1 energy code compliance for lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not - on loads per ACCA Manual J or other approved methods. Cooling: g: g: Cooling: ❑Not Observable Btu /hr Btu/hrlin ❑Not Applicable Additional Comments/Assumptions: Gly 01 \ aok\age e 1 I High Impact (Tier 1) 2 i Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 3565 Dudley Street Redesign Report J)1 10/10/19 Data filename: D:\WorkDrive\Zoho WorkDrive (ProCalcs)\Main ProCalcs Folder\ProCalcs Project Page 4 of 9 NEW\Touchstone Development\3565 Dudley Redesign\Finals\Current\3565 Dudley Street Residence.rck # & Req ID I Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies Requirement will be met. [F011]z protect exposed exterior insulation ❑Does Not - and extends a minimum of 6 in. below ❑ Not Observable grade. ❑Not Applicable 403.8 Snow- and ice -melting system controls ❑Complies Requirement will be met. [FO12]2 installed. ❑Does Not - ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: CINM e a- V-XN 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) i �re Project Title: 3565 Dudley Street Redesign Report date. 4,6 0/1 Data filename: D:\WorkDrive\Zoho WorkDrive (ProCalcs)\Main ProCalcs Folder\ProCalcs Project Page o 9 NEW\Touchstone Development\3565 Dudley Redesign\Finals\Current\3565 Dudley Street Residence.rck Section # Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U -factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable y_ ❑Not Applicable 402.1.1, Glazing U -factor (area -weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U -factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not 1 AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC -rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm `- leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ❑Complies Requirement will be met. [FR12]1 insulated to >_R-8. All other ducts R- R- ❑Does Not in unconditioned spaces or outside the building envelope are ❑Not Observable insulated to >_R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies Requirement will be met. [FR13]1 air handlers, filter boxes, and ❑Does Not building cavities used as return ducts are sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies Requirement will be met. [FR15]3 supply ducts. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >R- 3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies Requirement will be met. [FR18]2 pipes are insulated to R-2. ❑Does Not ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not _ intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Gly atiR�d9e ,ane 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) D.A\I\sc Project Title: 3565 Dudley Street Redesign Report dat 10/10/19 Data filename: D:\WorkDrive\Zoho WorkDrive (ProCalcs)\Main ProCalcs Folder\ProCalcs Project Page 6 of 9 NEW\Touchstone Development\3565 Dudley Redesign\Finals\Current\3565 Dudley Street Residence.rck Section I Plans Verified alue Field Verified Value Complies? Comments/Assumptions & Req .IDI 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R -values ❑Does Not provided. - ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R -value. If this is a R- R- ❑Complies See the Envelope assemblies 402.2.4, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.5 [IN3]1 wall insulation on the wall exterior, the exterior insulation E] Mass E] Mass ❑Not Observable requirement applies. E] Steel Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: `10 Cay of a 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) 154 r�! Project Title: 3565 Dudley Street Redesign Report Ate: 'f�10 Data filename: D:\WorkDrive\Zoho WorkDrive (ProCalcs)\Main ProCalcs Folder\ProCalcs Project agE if 9 NEW\Touchstone Development\3565 Dudley Redesign\Finals\Current\3565 Dudley Street Residence.rck Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R -value. Where R- R- []Complies See the Envelope Assemblies 402.2.1, > R-30 is required, R-30 can be D Wood l,] Wood ❑Does Not table for values. 402.2.2 [FI1]1 used if insulation is not compressed at eaves. R-30 may Steel Steel ❑Not Observable be used for 500 ftz or 20% ❑Not Applicable - (whichever is less) where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ftz. ❑Not Observable - ❑Not Applicable 402.2.3 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation >_R -value of the ❑Does Not adjacent assembly. -� ❑Not Observable ❑Not Applicable 402.4.2, Building envelope tightness ACH 50 = ACH 50 = ❑Complies Requirement will be met. 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 of <7 ACH at 50 Pa. This requirement may instead be met ❑Not Observable via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Post construction duct tightness cfm cfm ❑Complies Requirement will be met. [FI4]1 test result of <8 cfm to outdoors, ❑Does Not or s12 cfm across systems. Or, rough -in test result of <6 cfm ❑Not Observable across systems or <4 cfm ❑Not Applicable without air handler. Rough -in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI 9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable [:]Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI 10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies Requirement will be met. [FI 11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 404.1 50% of lamps in permanent ❑Complies Requirement will be met. [FI6]1 fixtures are high efficacy lamps. ❑Does Not ❑Not Observable []Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17 ]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) ' Wheat Rid(!r> Project Title: 3565 Dudley Street Redesign ReportL din10/10/19 Data filename: D:\WorkDrive\Zoho WorkDrive (ProCalcs)\Main ProCalcs Folder\ProCalcs Project >., 8 of 9 NEW\Touchstone Development\3565 Dudley Redesign\Finals\Current\3565 Dudley Street Residence.rck Oki o% � t a ire vAN 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) , "\a�c.0 Project Title: 3565 Dudley Street Redesign Report date: 10/19 Data filename: D:\WorkDrive\Zoho WorkDrive (ProCalcs)\Main ProCalcs Folder\ProCalcs Project Page 9 of 9 NEW\Touchstone Development\3565 Dudley Redesign\Finals\Current\3565 Dudley Street Residence.rck 2009 IECC energy Efficiency Certificate Above -Grade Wall 20.00 Below -Grade Wall 0.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.32 0.26 Door 0.60 Heating System: Cooling System: Water Heater: Name• Comments Date: y tzar yon 0 3565 DUDLEY STREET (50') o o c ° °� , v J 10.113.DO co Q 13.00' 100.00' U co (D 3V) y ° 3 aci ooZwWo J U�mcn :r o 0 0 �'Zi Z�(n L� Lu O ° O Ur O 7 U z O C) c) 10 Q U �r q_I _o ----- -- 41 Ll- Nv c UE cr° i.� 5' SETBACK LINE (PLAT) o o8Eo_ QD V) toCN V) to o o p o c�-o ^ w ^ E o to r V � O � a• (n I g9 I �� 00 � m om= c o Q cn c= _ cp k Q p '— %_z ,o•st o 1s.a' =Til � � o :E o ° o Ci Lu m Q x^� J I- Noyo°c cQ NN OO Q �L' °°. I II _ °'w 00� z I O II Lu (Ei [L� LLl �O gh�a�°�°x Eos LLI 9 ¢ IIS a oma° EEC O W W Z �� I o v\ II Wp •ul W y5ny� E�° Z o Lu U W Z cn Q- 0 E �r Gl p OU OO I z �� ° �,°�� CO (nI 2z4' LTJ JI c o o ON O QLLJ L�1>` 00 I s1.1' T UQ� �; ovo'on p) O LO QD = p �0 X00 -r- c O H O J - m I I = 2a.s' � O 3 6 0 0 o ANO o Coco U �? � ` .. ao vi c >, ° y Z Q I I YCN uj co Z J 0 0co z tli Z U UO 20.3 �, O Q °-•3 q)� O1 \o ° mo_oo 7 O LL U Q —E J O X001 20.3 0k ° ° aEi'�`' ° zPR�Nl�rII O• n > c n._ U a� ptib 1k� 913.00�o� pati EQo ,z� U 0 3565 DUDLEY STREET (50') �� a I I 96k g66 99ti 9�h z W 0 9 9 113.00' 9 10p P5500p a�Z,U E Z ZN JQ 13.00' 100.00' O O N 3¢ ¢¢ CnCDQ J UQmb °-ob oUW Jo ~ZZZ OO I �o O V1� p Nb G > p' U O U � ��O � co 0 �•_ c cn U WLUWW .c° car aCi �z x 50' SETBACK LINE (PLAT) o E o_ta c LO n Cc,c oa a� W U J I 8'8L D G m b 0 c Q W r\ \ y 00 N\¢\N 18.1' �� O w -0 O V V O O CL (n I09 I \� X00 °OLa ca Q (p X (Q O LO Ln N U c Uc C� 4°pii \ O W Q X I~- N p� NI II N acro°c 00 Q JW O W II O = U� oo: CN c\4 16 j�C3 v LLJ WO 99• � Q Il�p W� ° cx uz o ° cc � > > 0 41 � o c•��o� Nay W UW Z ce I o) cl�W 4 W U O42) I Z o Qo 3� o cl-) co 00 CO J W `> p� 51.1' 0 W '� c ami 'c .c a o a� o e/ cU O Q CL LL! 0 I ti U Q ai ° b fl O O CD �. 2 C) I �p �Op ►- ° mo b b� c p�0 F- m� = 24.5' _ � O 3 Ap NNN Z I O� '•� CO W� a1Z E Ln�ic°� c,mc mN J N Of- W] O I W cwwNb ab"���p M Z W Z� f Q U ( 20.3 r� i�- i- O C �. •_ C j O �-.. � � � 1� W Q� WO O hC O U O �J_\1 = W NCn LSI =O O Hwy PR 10 � Eoc��v1 113.00' rk� - - �� - c L ` x �Op �p1 1�p �p1 O ,O *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorizea to obtain thispermit and perform the work described and approved in conjunction with this,permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed anl' hat all work to be"erformed is disclosed in this document and/or its' accompanying approved plans and specifications. '141 //�/rfI ...�� � _��_ 164 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpennit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit, shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code gr any ordinance Pyregulation of this jurisdiction. Approval of work is subject to field inspection. c Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Demolition PERMIT - 201901872 PERMIT NO: 201901872 ISSUED: 09/04/2019 JOB ADDRESS: 3565 Dudley St EXPIRES: 09/03/2020 JOB DESCRIPTION: Demolition of existing single family home, detached garage and shed - 1,670 sq ft total *** CONTACTS *** OWNER (303)619-2546 GARCIA STEPHANIE L SUB (303)467-3366 DAVE STEFANICH 080140 ALL DEMOLITION EXCAVATION f *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,800.00 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorizea to obtain thispermit and perform the work described and approved in conjunction with this,permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed anl' hat all work to be"erformed is disclosed in this document and/or its' accompanying approved plans and specifications. '141 //�/rfI ...�� � _��_ 164 Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpennit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit, shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code gr any ordinance Pyregulation of this jurisdiction. Approval of work is subject to field inspection. c Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of W heat ce COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit #X ( q Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 35&) s�L�c/�`,� Property Owner (please print): ,4/?Ct-�'Zi'� �7 Phone: Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address:� � O ✓�CC ���'� S'f City, State, Zip: 1) e i1 brr Arch itect/Eng 1 neer E-mail: Contractor Name: Phone: City of Wheat Ridge License #: 6�0 / qO Phone: 240cg- VLP%'�Ja�� Contractor E-mail Address: �xnnuw_-& y'f1? Y?2�-, nf_'-T For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 7x11 Ud&4wl Phone: ,963 -W P ?-29049 0 CONTACT EMAIL(p/ease print): t 0aVO-fie Cr r�-NnP4. o4 - Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. [—]COMMERCIAL ® RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. I me �t l'ut1 , x I S � hcCUJ a0t,LCc4 a-1 , SAILkaj I Z��i�-�� `�✓` V/J/L//)SII+ � C / /�/ff�C-jJ/�/tI((/t} -' ///��.ijL./{1-(/%�(-/ /1 � `\/l // A 1y/(/�[�/�rj/�/// Sq. FULF )076' BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: _ Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) ON'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) CCONTRAC Signature (first and last Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: UTHORIZED REPRESENTA DEPARTMENT USE ONLY of (OWNER) (CONTRACTOR) DATE: Z OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-131 Denver, Colorado 80246-1530 Phone: 303-692-3100— Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 8/15/2019. The actual scheduled work dates are from 8/15/2019 through 9/15/2019. Approval issued on: 8/13/2019 Record number: 151390 Notice Number: 19JE5198D For the location specified below: House 3565 S. Dudley St. Wheat Ridge Jefferson County This notice has been issued to: All Demolition Excavating 6300 W. 49th Dr Wheat Ridge, CO 80033 Fee Paid: $60.00 Check number: 48639 Asbestos Building Inspector: Josue Iniguez Cerification No.: 20216 Inspection Date: 07/23/2019 Issue y: SK Colorado Department of Public Health and Environment Air Pollution Control Division — Indoor Environment Program — Asbestos/IAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100 —Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone -Depleting Refrigerants and the demolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B. As a contractor, you may be subject to other demolition licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos -containing materials (ACM) may remain in the structure during demolition. Therefore, any demolition debris left behind after the completion of post - demolition site cleanup may constitute a "reason to know of asbestos -contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) ore -mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 8/15/2019. The actual scheduled work dates are from 8/15/2019 through 9/15/2019. Approval issued on: 8/13/2019 Record number: 151389 Notice Number: 19JE5197D For the location specified below: Garage Only 3565 S. Dudley St. Wheat Ridge Jefferson County This notice has been issued to: All Demolition Excavating 6300 W. 49th Dr Wheat Ridge, CO 80033 Fee Paid: $55.00 Check number: 48639 Asbestos Building Inspector: Josue Iniguez Cerification No.: 20216 Inspection Date: 05/14/2019 Issu eAd by: SK PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Asbestos Abatement PERMIT - 201901110 201901110 3565 Dudley St Asbestos abatement - 440 sq ft total ISSUED: 05/30/2019 EXPIRES: 05%29/2020 *** CONTACTS *** OWNER (303)619-2546 GARCIA STEPHANIE L SUB (303)337-4839 ALFONSO PETERS JERRY PETERS 190149 ASBESTOS PROFESSIONALS, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,969.88 FEES Total Valuation 0.00 Demolition Fee 50.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertor ed a th all work to be performed is disclosed in this document and/or its" accompanying approved plans and specifications. Sign re of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any ordinan e or regulation of this jurisdiction. Approval of work is subject to field inspection. X ?31,14 � Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat jpdge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)-ci.wheatridae.co.us FOR OFFICE USE ONLY Date: Plan/Permit; r n1�V Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** 3 bS Property Address: lSt76 S. �>u C o `F C, 1-33 Property Owner (please print): S-kQVI ci n � Q &t Phone: ?6-,3- lo) 9 ` ZSR(. Property Owner Email: -Pb c M ar�<J►SKbSl-awt u. � C=�rw�,�.1 'Low', Tenant Name (Commercial Projects Only) Oft Property Owner Mailing Address: (if different than property address) Address: 2010 r \c%6k; SorN iyh- City, State, Zip:17eY\yy y- Architect/Engineer: Vi 110, 1ne11o► % wed &A IOLS Architect/Engineer E-mail: PfE d Q \iA a \ad1adz_%'4n.WPhone: -7 2 O — SZ 55 - -1 %47- N Contractor Name: f Moe s} -Z 5 City of Wheat Ridge License #: N 0 )Hr1 Phone: 31-3 3 3 7.L4g3cj Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 0 \(� A15 0 r;�6� Phone: Z ` 9 `-q-1 CONTACT EMAIL(p/ease print): OLkf-AS0Q0-S SR!:G ch g]S' . VN.2f- Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL [RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. ASbe-clvoS Sq. FULF 13 eet VD a �< "-lot BTUs Gallons Amps Squares For Solar: KIN # of Panels Requires structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2 el- U el " OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that'entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CC Signature (first and hast name): Printed Name: (Ai(:�o i -N ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) DEPARTMENT USE ONLY DATE: S - 3b-101 OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: oF'coto� * 1976 Colorado Department of Public Health and Environment ASBESTOS ABATEMENT NOTIFICATION and PERMIT APPLICATION FORM FEE MUST ACCOMPANY THIS FORM. INCOMPLETE APPLICATIONS WILL BE RETURNED. Single Family Residential Dwelling (SFRD) > 50 LF or 32 SF or a 55 -gal. drum, but 5 260 LF or 160 SF or a 55 -gallon drum Public and Commercial Building, School, and Single -Family Residential DwaPo' : > 260 LF or 160 SF or a aton drum Submit form to: Permit Coordinator Colorado Dept. of pudic wealth code 200 $0 Courts Notice code 100 $0 Courtesy Notice code 205 $60 Non -Public Access Notice (Opt Out code 105 $80 ..Non -Public Access Notice and Environment APCDIE-81 code 210 $60 Notice code 11 $80 Notiee 4300 Cherry Creek Drive South code 230 $160 30 -Da Permit coo a 130/232 00 :0- 30 -Da PBC/SFRD Permit DenverCO 80246-1530 code 290 $300 90 -Da Permit code 190/292 $800 90 -Da PBC/SFRD Permit Ph. 303492-3100 coda 265 ❑ $420 365 -Da Penna coda 165/267 $1200 365 -Da P&C/SFRD Permi[ Fax 303762-0276 asbestosilIatatacaus ( code 180/280 ] El$55 Notice or Permit Transfer (code 177 ] ❑ $80 Phase of Multiple Phase Permit # Abatement Contractor Abatement Site Building Owner Company Name Building Name Owner Name Asbestos Professionals LLC. Single Family Residential Building Stephanie Garcia Street Address Specify location in the building where work wilt take piece (e.g. floor, room, vring. etc.) Contact 3596 Morino St. Exledornnterior John Matusiak City Stale Zip code Street Address Street Address Aurora CO 80010 I 3565 S. Dudley St. 3565 S. Dudley St. Telephone # Fax # City CountyZip code City State Zip code (303) 337-4839 ( ) pennitinfo@ Wheat Ridge Jefterso'A) I 80033 Wheat Ridge CO 80033 asbestosprofessionals.net------'-J Telephone # Fax -# Project Supervisor CO. Ce # 1 Building Contact Cell Phone # Oscar Int uez Jr. 21993 John Matusiak 303 810.3604 303 619-2546 None Project Personnel Project Information Disposal Site CO Project Mgr. Name Start Date --i End Date Landfill Name %5/13!20191 5/14/2019 DADS Cell Phone # CO Project Designer # Start Time End Time Street Address ( ) N/A WA 7 AM PM AM 5 PM 3500 S Gun Club Road CO Project Designer Name Check the day(s) of operation: Su M Tu W Th F So City State Zip code I N/A ❑ ®❑ 01111 AURORA CO 80018 Cell P ne# CO Project Designer# Emergency? Type of ACM: TSI, Texture, VAT, etc. CDPHE Use Only N/A NIA Y❑ N® Transits Consulting Firm Name Re glstratlon # Linear Feet / Type Square Feet / Type 55 gal. Drums Postmark or Delivery date //4 Approved by: Earth EnergyEnvironmental / 21718 r1 /2� / A.M.S. Name Form of Pa ent 8 # ,,y PM req d? Eli (4a�Sq.Flof 1✓ransits Siding $t�. 3�? a Y N W Cell Phone # CO A.M.S. Cert #� Date Issued: 03 500-2983 20139 (3,)3) Please describe below the work practices and procedures to be employed in conducting the abatement of asbestos. BE SPECIFIC. Indicate type(s) of ACBM to be abated (e.g. VAT, ceiling tile, TSI, etc.). Use another page N necessary. WET METHODS W/ Airless Sprayer using Amended water + HAND TOOLS (Demo Bars, Putty Knifes, 4 inch Scrapper blades, Utility knifes, 51n1's, hammers, flat bars, etc.) WILL BE USED TO REMOVE 440 SO. FT OF TRANSITE SIDING (On Exterior Wood). FROM THE EXTERIOR REAR END OF THE HOUSE. An B FOOT x LENGTH OF WORK AREA OF 6 MIL Plastic Sheetingn"looring will be set. TRANSITS SIDING IS IN A NON -FRIABLE CONDITION AND WILL REMAIN NON -FRIABLE DURING REMOVAL. WE WILL BE CLIPPING OR REMOVING NAILS TO REMOVE THE PANELS IN TACT. All Certification, Notification & Disposal Requirements will be followed. Earth Energy Environmental WILL PERFORM FINAL POST CLEARANCE. CJS -s ;s yca } -N. 4. It . , ;a —'it Ix d -r-_1 w, ta,;c(c Cit1,ioi cw, 4' 4c,41) - 1Il24 fry "tc"t Fmn: MNI'AOk "'40 IJD�� Fp` Re 11150,211011 Colorado Department of Public Health and Environment Air Pollution Control Division — Stationary Sources Program — Indoor Air Unit 4300 Cherry Creek Drive South, APCD-SS-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100— Fax: 303-782-0278 E-mail: asbestos@state.co.us ASBESTOS APPROVAL NOTICE This notice is granted subject to Colorado Air Quality Control Commission Regulation No. 8, Part B, adopted December 16, 2003, and effective March 2, 2005, the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). It is only for the purpose of allowing asbestos abatement. As a contractor, you may be subject to other licenses and permits, depending on the requirements of the county and municipality in which the work is being performed. The Colorado Department of Public Health and Environment, Air Pollution Control Division strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. THE ORIGINAL PERMIT MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This asbestos approval notice is valid beginning 5/13/2019 through 11:59 PM on 5/14/2019. The actual scheduled work dates are from 5/13/2019 through 5/14/2019. Approval issued on: 5/7/2019 Record number: 148236 Notice Number: 19JE2701N For the location specified below: SFRD Exterior/Interior 3565 S. Dudley St. Wheatridge Jefferson County This notice has been issued to: Amount paid: $80.00 Check number: CC 3996 Asbestos Professionals, LLC Issued by: SM 6803 E. 47th Ave. Dr. Suite A Denver, CO 80216 Z _ REX E N V I R O N M E N T A L Final Visual Inspection Report �Olqolo?-o SFRD: 3565 Dudley Street, Wheat Ridge, CO 80033 Inspection Date: 05/14/2019 Project #: JI.1018 (House) Prepared for: Asbestos Professionals 3596 Moline St, Aurora, Colorado 80010 Prepared by: Rex Environmental Consulting Firm #ACF -23959 P.O. Box 440594 Aurora, CO 80044 Info(c,RexEnvironmental. com www.RexEnvimom-nental.com (303) 500-2986 "A Blend of Dedication, Experience, and Trust." POO(- REX E N V I R O N M E N T A L Dear Client, Rex Environmental was pleased to be contracted and authorized to perform a final visual inspection. This visual inspection was done following: Standard Practice for Visual Inspection of Asbestos Abatement Projects. Survey was performed by Rex Environmental. Inspector is Colorado Department of Public Health and Environment (CDPHE) Certified Air Monitoring Specialist (AMS) and certified in NIOSH 582E (Sampling & Evaluating Airborne Asbestos Dust). • Final Visual Clearance Passed: Work area was clean, areas clean of visible dust and debris at time of inspection. Rex Environmental greatly appreciates the opportunity to be your environmental consulting company. Please feel free to call with any questions, concerns or additional assistance regarding this report. Sincerely, Josue Iniguez Certified Air Monitoring Specialist "A Blend of Dedication, Experience, and Trust." II. Inspection Results Results: Passed Containment Type: Secondary Containment Supervisor: Oscar 1. Inspection Method: Standard Practice for Visual Clearance Material Removed: Transite Panel Area Findings Area DATE TIME Sq. Ft. Clean Removed SOUTH WALL Areas clean of any dust or debris YES 05-14-19 11:30AM 288 OF HOUSE SOUTH WALL Areas clean of any dust or debris YES OF HOUSE SOUTH WALL Areas clean of any dust or debris YES OF HOUSE SOUTH WALL Areas clean of any dust or debris YES OF HOUSE 05-14-19 11:30AM 288 05-14-19 11:30AM 288 05-14-19 11:30AM 288 Results Pass Pass Pass Pass Recommendations Inspection results complied with the State of Colorado Department of Public Health and Environmental Standard Practice for Visual Inspection of Asbestos Abatement Projects. Criticals can be torn down and de -mobilization can be completed. Pictures of project during inspection available upon request. "A Blend of Dedication, Experience, and Trust." Firm Certificate C 1 • R L _ C y O V o � v O ca C;3K ..:. 20 y � L s Cd ,O U � ii •A � a p `� o0 a=r � * a N � U o� •G �ii� �• � O Q a o wO b0 G y L`�• G•S.�r O 1� � � .� U •c.y`v y C W O Z yr Vl y •� •V y `G ,t'• G V7 Crock rn .� o :• v "A Blend of Dedication, Experience, and Trust." 00 40(- ao (qo� 0"7 0 REX E N V I R O N M E N T A L Asbestos Inspection Report SFRD: 3565 Dudley St, Wheat Ridge, CO 80033 Inspection Date: 04/10/2019 Reason for inspection: Demolition of Garage REX Project# JI.934. 1 (Garage) Prepared for: Touch Stone Development John Matusiak 731 S. Elizabeth St, Denver, CO 80209 Prepared by: Rex Environmental CDPHE Asbestos Inspector # 20216 CDPHE Firm #23959 InfogRexEnv ironmental.com www.RexEnvironmental.com (303) 500-2986 "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" Table of Contents I. Introduction II. Homogeneous Area Table III. Photo Log of Samples Taken IV. Photo Log of Sampled Areas V. Site Map VI. Recommendations VII. Asbestos Inspection VIII. Limitations Appendix A Firm Certificate Appendix B Analytical Data "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" E N V I R O N M E N T A L Valued Client, Rex Environmental was pleased to be contracted and authorized to perform an asbestos survey for this property. This limited asbestos survey was conducted for the purpose of identifying the presence of asbestos containing materials (ACM) in the areas of the building/home that was part of the scope of work communicated to Rex Environmental as required by state and/or federal agencies. The survey was performed by Colorado Department of Public Health and Environment (CDPHE) certified asbestos inspector and in compliance with applicable federal, state and local regulatory rules. Asbestos products were found in areas tested: Transite Panel samples collected in the garage walls were positive for asbestos containing material. Roofing samples collected on garage roof were positive for asbestos containing material. See that attached copy of lab analysis and limited asbestos survey report for detailed information on the survey performed. Rex Environmental greatly appreciates the opportunity to be your environmental consulting company. Please feel free to call with any questions, concerns or additional assistance regarding this report. Sincerely, Josue lniguez Certified Inspector Rex Environmental Info@RexEnvironmental.com (303) 500-2986 "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" HA — Homogeneous Area ND — Non -detect TR — Trace ML -Main Level II. Homogeneous Area Table CHRY - Chrysotile BSMT-Basement F -Friable NF -Non -Friable SM - Surfacing Material MM - Miscellaneous Material SL- Second Level HA Sample ID Material Description Sample Location Material Material Estimated FRIABLE Asbestos Classification Condition Quantity in Sq. (Y/N) Content 1 T01 TRANSITE PANEL NORTH WALL OF GARAGE MM GOOD 336 N 11% CHRYSOTILE 2% AMOSITE 1 T02 TRANSITE PANEL SOUTH WALL OF GARAGE MM GOOD 336 N 12% CHRYSOTILE 2% AMOSITE 2 R03 ROOFING ROOF MM GOOD 504 N 30% CHRYSOTILE 2 R04 ROOFING ROOF MM GOOD 504 N 30% CHRYSOTILE 'A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" 1900 mom sum LI„F41' Iw_ mom sum "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" V. Site Map "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" VI. Recommendations Asbestos was identified in the building materials throughout the property as part of the asbestos inspection and bulk sampling performed. Professional abatement activities are required to remove the FRIABLE asbestos containing materials. FRIABLE ACM materials in this property need to be abated by a Certified Abatement Contractor. All work associated with these materials must be performed in accordance with all State and Federal Regulations. Non -Friable asbestos containing materials can stay in property during demolition if it is not rendered friable, demolition contractor should be notified of all non -friable materials not removed by GAC. Asbestos products were found in areas tested: • Transite Panel samples collected in the garage walls were positive for asbestos containing material. • Roofing samples collected on garage roof were positive for asbestos containing material. See that attached copy of lab analysis and limited asbestos survey report for detailed information on the survey performed. REX environmental made reasonable effort to locate and sample accessible suspect building materials based on scope of work from its client. For any structure, the presence of building materials hidden beyond access is a strong possibility. If any suspect or unknown material is discovered, all work should stop until material is analyzed to determine if its asbestos containing material. "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" VII. Asbestos Inspection This asbestos inspection was conducted in general accordance with the United States EPA procedures published in 40 Code of Federal Regulations (CFR) Part 763, Subpart E — Asbestos -containing Materials in Schools and Colorado Regulation 8. These inspection protocols specify requirements for the inspector (Section 76.385), laboratory (Section 763.86). This asbestos inspection involved identification and sampling of specific homogenous areas of suspect ACM in the specific areas that could be impacted by renovation/remediation activities as requested by the client. Suspect ACM includes nearly all building materials except concrete, glass, metal, wood, plastic, and ceramic. A physical assessment of each homogeneous area of suspect ACM was conducted to assess the general condition of the materials ad determine the friability of the material. Under the Nation Emissions Standards for Hazardous Air Pollutants (NESHAP), asbestos -containing building materials are classified as either friable, Category I nonfriable or Category II non -friable ACM as described below: ➢ Non -friable ACM when dry, cannot be crumbled, pulverized or reduced to powder by hand pressure. D Friable ACM when dry, can be crumbled, pulverized or reduced to powder by hand pressure. ➢ Category I non -friable ACM includes packings, gaskets, resilient floor covers, and asphalt roofing products containing more than 1% asbestos. );- Category II non -friable ACM are materials excluding Category I non -friable ACM materials that contain more than I% asbestos. Bulk samples of suspect ACM were collected on general accordance with the Asbestos Hazard Emergency Response Act (AHERA) protocols as outlines in Colorado Reg. 8 Random samples of suspect building materials were collected for the specific areas and materials identified in this report. Surfacing materials sampled in this report include, but are but limited to overspray, and droppings, which may be under flooring materials, adjacent walls, structural beams, and other concealed areas. Colorado Department of Public Health and Environment per Regulation #8 define ACM as material containing more than 1% asbestos. If sample analysis results in <1% then sample can be point counted. If sample is under I% it becomes Non -Regulated Asbestos Containing Material. Recognition of Homogeneous Areas: Homogeneous material means an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture (date of application of material looks the same). It should be pointed out that appears to be homogeneous and adjacent to each other may in fact have different contents in terms of asbestos, and only laboratory testing will decide exact concentration. Sampling was conducted per Colorado Regulation #8 guidelines. Minimums are: • 3- Samples per area of surfacing materials less than 1,000 square feet. • 5- Samples per area of surfacing materials between 1,000-5,000 square feet. • 7- Samples per area of surfacing materials greater than 5,000 square feet. • 2- Sample of miscellaneous materials 40 CFR Part 61 regulates asbestos fiber emissions and asbestos waste disposal practices, and also requires the identification and classification of existing building materials prior to demolition or renovation activity. renovation activity. "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" VIII. Limitations Rex Environmental assumes no liability for any loss, injury, claim, or damages arising directly or indirectly from any use or reliance on this inspection report or the opinions expressed herein. Rex Environmental makes no risk assessment, warranty, guarantee or insurance policies of any kind, express or implied. This report is limited only to the area(s) inspected. There are no risk assessments, warranties. guarantees, or insurance available or provided by Rex Environmental. Additional sampling may be needed to further identify other materials affected by renovation/remediation in the future. This report was prepared pursuant to the contract Rex Environmental has with the client, including an exchange of information about the property that was unique and between Rex Environmental and its client. No guarantees are made arising from any service rendered and liabilities hereunder shall not exceed the total fee paid by the client and Rex Environmental. This report does not serve as a scope of work or bidding document. "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" Appendix A Firm Certificate "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" o O En rD coo (LQ. Z _ P Co EL 7 ;3 Co t.A on > so. -I oCC o > , P CA W 0 E. oo "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" Appendix B Analytical Data Resento- Enwonmental Inc ENecbve Apnl 2. 2018 Re-rvo- E—mental OA Manual O. tOAOCLLLWReeenrovs En—mental OA Manual doc RE-�1 LAEi Reservoirs Environmental, Inc. 7i11"- April 12, 2019 Subcontract Number: NA Laboratory Report: RES 432613-1 Project # / P.O. # 934-1 Project Description: 3565 Dudley St. Garage Josue Iniguez Rex Environmental PO Box 440594 Aurora CO 80044 Dear Customer, Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 432613-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, Jeanne Spencer President P 3019641966 5601 Logan Street, Sude 100 Denver. 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O a .et.e �.� TEM n RA tee 1 'ex S - A,• E �'.. c.. OA" Se- -Zua•t 1.I -C a: S} •� re_• c.Ms PCM 74.)jA 79CS CS' A DUST "ctaResc"Abe METALS A'a}:e,s ?-FAA T F 4eC np F e 6leta s S:a^ D. A m 3 _ . _. ORGANICS - V-4 —SS .Petnollo" g _. o { Amobc FIaa Court Sa mon!*s Eco. M = .0157 �7 .tswIs S ares Cs,cNoba_^.er • - y 4 c. 81101 CO1-1 •• v O.arla pttr Z IE State ::alt• west! C:•:4 One Its No D g .. ... -. .. toe M,croblH Growth Aa•ob c F.Ve Court t3 � 6 M >. y A, Bscte-a :�, pl • . n a;. w.- st,Im r N t ;.ep.eneta •'- a O..alb6cnsn Otlw B:ob.:rder. LAL v E�mentat _ . Mold SOCe'ra: c. EVk •- jel-cm ]r "--rec, . aOle c '+ar....act SAMPLER'S INITIALS OR OTHER NOTES Sample vWume:Li A+ea Ln v, 2 Vatnx Cade; tr g u n a D C COnt8118fs o D C EG ic o + s T � v �y �T83 ton !m o c M r Z Z =s s$ O rn rn "A BLEND OF DEDICATION, EXPERIENCE, AND TRUST" ::10 3 M City of / W heat �dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 March 22, 2018 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: CURRENT ADDRESS: 3565 Dudley Street NEW ADDRESS for 2"d HALF of DUPLEX: 3563 Dudley Street SUBDIVISION: Lon view SECTION: 27 PARCEL NO: 39-271-02-008 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to lbaker@jeffco.us 3. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois St., Laramie Building, Suite 1100, Golden, CO 80401 4. Email to Jeffco IT (Mapping) Services at smitchel(&ieffco.us and edelynko(q-)jeffco.us 5. Jeffco Public Schools, ATTN: Communication Services, 1829 Denver West Dr., Bldg. 27, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Email to erlinda.j.martinezAusps.gov and krissyj.summerfieldAusps.gov and arlene.a.vickreyAusps.gov and billy e coghillAusps.gov 8. Xcel Energy, sandra.cardenas(&xcelenergy com 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Wheat Ridge Water District 12. Wheat Ridge Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. GIS Specialist 17. Log File NOTE: Please notify all other parties concerned. DATE: www.ci.wheatridge.co.us Vicinity Map Ll 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: If.0 r Job Address: .31e"5` Vv0/ `% S Permit Number: 7,,) / 7 vo 57e Q r t -_X"1 -r ,✓es1-I -'o h<_ V&,,,4,6v-7 _rO E C !% W o /t h .4.4 ,0 Slrr!yj04 % , ❑ No one available for inspection: Time I �: 5 AM/PM Re -Inspection required: No * When corrections have been made, call for re -inspection at 303-234-5933 Date:, 0/ /7/ Inspector: DO NOT REMOVE THIS NOTICE A 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: A Job Address: 3S(S j2up)t�L _,57T' Permit Number: 2 OI -7 v59EE (teaGCLlkI{A% AVar h7/- 5Ve/,Y ;r o4w P ❑ No one available for inspection: Time / ! . 3yRPM Re -Inspection required: es No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 5_ � Inspector: Gam` DO NOT REMOVE HIS NOTICE A City of Wheat Ridge Residential Roofing PERMIT - 201700598 PERMIT NO: 201700598 ISSUED: 05/02/2017 JOB ADDRESS: 3565 Dudley ST EXPIRES: 05/02/2018 JOB DESCRIPTION: Reroof 25 squares TPO; flatroof *** CONTACTS *** OWNER (602)769-7317 CHRISTIANSEN GEORGE G/JANET SUB (303)763-9114 Scott Riopelle 019938 Interstate Roofing Incorporate *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,750.00 FEES Total Valuation 0.00 Use Tax 229.50 Permit Fee 251.85 ** TOTAL ** 481.35 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer&Erms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201700598 201700598 ISSUED: 05/02/2017 3565 Dudley ST EXPIRES: 05/02/2018 Reroof 25 squares TPO; flatroof I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalPermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4_ No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance orpranting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code o any ordinance or regulation of this jurisdiction. Approval of work is subject to geld inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. INSPECTION RECORD Occupancy/Type %K.f= �G� Comments INSPECTION REQUEST LINE: (303) 234-5933 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 day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing ROW & Drainage / Public Works Dept. Mid -Roof Floodplain Inspection (if applicable) City of Wheat Ridne 05/82r2817 R9!9-, _CDPED' 2_ KerQaf LJ seuares TF CH014597 AMOUNT BPSP 3565 Dudley ST 481,35 Lath / Wall Tie Fire Inspection / Fire Protection Dist. Rough Electric " Final Electrical Rough Plumbing/Gas Line Final Plumbing Rough Mechanical Final Mechanical Rough Framing Rough Grading Insulation Final Window/Doors Drywall Screw / Nail Final Building Final Inspections Date Inspector Initials P.CC Lt �L't!!.! !IL's LV1i LUJlV PAYMENT RECEIVED MOUNT Inspections fror MC /2378 481. 35 one week in adv RUTH CODE: 818441 inspections call 3 TOTAL 481.35 inspections call 3 ---------------------------------------- contact the Fire F Landscaping & Parkin / Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window — Please email insptimerequest@ci.wheatddge.co.us by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather l ily of W heat 1 Zidge CNIT OMMUY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits@ci.wheatridcte.co.us FOR OFFICE USE ONLY Date: &/�/ / _/ PlaNPermit # (V ;) Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 7 -/7 Property Owner (please print): /�� � �'r z f4- fE/f/ Phone: Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Phone: Contractor: A/Tc ri&/- Contractors City License #: 9 %36'4�' Phone: _ Contractor E-mail Address: /��iCvi��J g, cv-tfl� Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form -OMMERCIAL &RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION 94�E-SIDENTIAL ROOFING RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) or - Sq. FtJLF Amps Btu's 7-o Gallons Squares 2 �:—; Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, 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 (he information provided on the application. CIRCLE ONE: (OWNER)(C�CTOR) (AUTH� REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DA'Z'E: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ ammamom D ate : Plea Permit # Contractor: Electrical: Plumbing: Mechanical: City of Wheat Ridge Memorandum TO: Accounting Department FROM: Melissa Mackey, Building Division SUBJECT: Refund for Permit it October 2 nd ,2014 Mt Please refund Contractors License$ (acct 0 1 -510-00-513) 80% permit fee. $400.00 (acct 01-510-00-516) 0% plan review $ (acct 01-550-05-551) 0 % use tax: $ (acct 01-500-02-505) ff , OT rt_ TO: Solar City 490 E. 76 Ave. Denver, CO 80229-6214 ommi III FIRM III I! IFIFIRS 111:1 IREMMM�M • 0, D ?) (;)()Cfl ',5 03 � *Permits & Application Money Posti ng in M�= C EM 0 In Update Modo 201400030 CDB009715 02/06/14 RSOL 400.00 - 201400152 CLA009549 02/03/14 RSOL 400.00 - 204 0279 CDB009975 03/07/14 RSOL 400.00 -^ 201400523 CDA005860 04/25/24 RSOL 40MO- 201400771 CDA010037 06/03/14 RSOL 400x00- 261400911 CDA01,0137 07102/24 RSOL 400,00- TOTAL 2,400,00_ GL Posting Summary 01-101 BPS PERMIT PAYMENTS 2,400,00- 0.00 OIL-510-00-516 BPS PERMIT PAYMENTS 0.00 2,400.00 TOTAL 2,400.00- 2,400.00