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HomeMy WebLinkAbout3478 Chase Streetto i p b a 0 a c 0 0 S CDD m n r; a ] Y• r��r CrJ C17 CrJ ti r P_ Wp �N 0 00 y N- n t 0 w��O C � fD s a (D OO j 00 = O Pi W W (D Z N i'•i C6 l9 f7 D. O y y CD CD eD 00 0 (D (D ITI � ij rn CD M x Baa y ZCn� d C. 7 w o g ^* m My ] m w m �ropr•d roc = ��„ p/�n O N p C] ~' 0 > °Ori Z O Ci iS1 R 'O '. o 0 d <l� m h o W 1— rr (D E 1= rA !C w w .. a� A Fo- LQ m tzj onCD a Fl a I-h H H (D w OeD ..i O O oW ~• O W r-j W .fl oo H O rr 0 rn ��Oi rO W re H rr o o. ^' o lV n � atij w CrJ a� o �-�• -t W r- w to 0 ?' Y Qq Mrr a r0i ~ O() p CJ E. n P. O oe a Z CD l fDcQ FI- rr G rr O IQ y n o a z v 0 Q as eAD O A Y• M _� I� w rD O rD c a Wk., 3 PE'�CIONOKENEPIGYE[FVENCY May 1411, 2020 3478 Chase St Wheat Ridge CO 80212 Re: Blower Door Test 3478 Chase St Wheat Ridge CO 80212 To whom it may concern: S 1! E3 Power performed a blower door test on the above mentioned building on May 14th, 2020 at 3:00 pm. The volume of the building was calculated to be 32,060 cubic feet. The final blower door number was 1227 CFM @-50 pascals achieving an ACH of 2.29. The building meets the air tightness requirement and is compliant with code. Weather conditions: 62 degrees, Wind 15 MPH, 0% precipitation, 54% humidity. Site Conditions: 1. Exterior windows and doors, fireplace and stove doors were closed, but not sealed, beyond the intended weather stripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers were closed, but not sealed beyond intended infiltration control measures; 3. Interior doors were open; 4. Continuous ventilation systems or heat recovery ventilators were turned off; 5. Heating and cooling systems were turned off; and 6. Supply and return registers were fully open. Please let me know if I can be of further assistance to you. Sincerely, Jeremy Bryan (e3 power) 303-668-7295 Building Analyst (BPI) Digitally signed JereMybyieremy Bryan Date: Bryan 2020.05.14 18:40:48 -06'00' J11u,�'�2,1�'�v t"t:D.l81,1!YE :73gr.si' , BGGIGE =AX W[B .JCI U1 I ly DI Ydl I kUO PUWCI ) April 7th, 2020 3478 Chase St Wheat Ridge CO 80212 Re; Duct leakage test for 3478 Chase St Wheat Ridge CO 80212 To whore it may concern: E3 Power performed a Duct leakage test on the above mentioned building on April 7th. 2020 at 2:00 pm. The total duct leakage measurement for the main floor HVAC system was 39 CFM @- 25 pascals. The total duct leakage measurement for the second and third floor HVAC system was 55 CFM @-25 pascals. Both HVAC duct systems meets the air tightness requirement of 4 CFM per 100 square feet of area served and are compliant with code. Please let me know if I can be of further assistance to you. Best Regards, Jeremy Bryan (e3 power) 303-668-7295 Building Analyst (BPI) ere m Digitally signed by Jeremy Bryan 1 1 • Date: 2020.04.07 15:48:59 -06'00' 3111 Its] 1111111141 w 14"I'til. SON AI Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE a a ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes( When corrections have been maC9. chedule for re-inspe n online at. httpJ/www.ci.wheatridge.co.usfinsocon h t w'� •-* 17 spect J r_ , 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �72 te r,� Permit Number: ZQ/ !j� � 9' 6-f er� ❑ No one available for inspection: Time' 00 AM/6�1 Re -Inspection required: Yes EO, When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: -t O Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division`'' (303) 235-2855 Office INSPECTION NOTICE��� Inspection Type: S 7r - Job Address: `/ 7 9cr S Permit Number: 0 / cj Q 9 / 0 ❑ No one available for inspection: Time /,"o0 AM/ Re -Inspection required: Yes (S) When corrections have been made, schedule for re -inspection online at: http✓/www, ci. wheatridge, co. usfinspection Date:(/ `/�� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division/C) (303) 235-2855 Office INSPECTION NOTICE Inspection Type: r Fl Job Address: 3 t7" Permit Number: % Q G cl z ❑ No one available for inspection: Time 9'.' ANOPM Re -Inspection required: Yes o When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. uslinspection Date: 127 ozc, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: M F1 r Job Address: -% 7 - do _'-.— Permit Number: ®l ❑ No one available for inspection: Time M M Re -Inspection required: Yes 091/ When corrections have been made, schedule for re -inspection online at: http://www.cL wheatridge.co.uslinspection Date: 6 L_31,? 6700 Inspector: a DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: L4 Permit Number: �_2_en r,6 Z 2_,Q 1 ❑ No one available for inspection: Time Re -Inspection required: Yes rNo When corrections have been made, call fl— D t .nspectC M CITY OF WHEAT RIDGE.y Building Inspect onIftision . A(60) 235-28SE90,#fice INSPECTION NOTICE Inspection Type: 9 F1 Job Address: `-f '7 8 (:::. Permit Number: 2 0 /c� Z, ZC) � ❑ No one available for inspection: Time �� AIVPM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at. http✓/www. ci. wheatridge.co. uslinspection Date: Z171,>_-y� Inspector: ? / DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -- r - Job Address: C\-% A Permit Number: 0 ❑ No one available for inspection: Time _)t U10 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: 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: C\ �`�- e-- r i I / v t_(f .i ❑ No one available for inspection: Time ¢ `~ AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co, uslinspection Date: �� ' �� '! ° �� Inspector:_ DO NOT REMOVE THIS NOTICE 4/13/2020 Jay Noga RE: Jobs 2019-6835 3478 Chase Street Wheat Ridge, CO 80212 Mid Roof Observation DL Engineering Inc. Structural / Civil Engineering 9100 W. Jewell Ave. Lakewood, CC 80232 720 "0-9450 wwwAlengineecmm Please provide this letter as proof of the following onsite observation on April 11, 2020: Mid Roof observation was performed on the structure including: o Roof Covering- I observed the asphalt shingles covering the roof. The shingles appear to be adequately attached perthe manufacturer's recommendations. o Moisture Protection- The vapor barrier and flashing were installed between the sheathing and the shingles. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, PE Digitally sic M att oN Di Weber, Reason I amale am Reason: am a document LocDateO20 FoLa P.E. hantomPDFVessz PhanromPDF Version 9 1 0 910 C_ !t 3L Engineering inc. Structural / Civil Engineering 9100 W. Jewell Ave. Lakewood, CO 80232 720-440-9450 www.dlengineer.com 4/6/2020 Jay Noga RE: Job # 2019-6835 3478 Chase Street Wheat Ridge, CO 80212 Framing Observation Please provide this letter as proof of the following onsite observation on April 2, 2020: • Framing — The general framing was observed and appeared to be in conformance with the approved construction documents and building code. This includes all joists, beams, headers, ledgers, posts, trusses, etc. • Engineer reviewed and approved all holes in the TJI joists & roll blocking. • Engineer reviewed and approved all notches in the TJI joists. • Engineer reviewed and approved the pre -fabricated stair framing. • Engineer reviewed and approved all Simpson Strong -Tie hangers and straps. • Engineer reviewed and approved all truss supports including hangers and top plates with hurricane clips. • Engineer reviewed and approved the modified anchor bolts. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, PE 5icc Matt Digitally signed by Mat P.E. 'bs�+~q� t�jVA N: DO=DL Engmeenn Matt Weber, P. E.", ," Weber E=mweber com Reason: I am approving this m approving � document r P. E. Location: Date 2020-04-06 10 59 31 . . Foxit PhantomPDF Version: 9. 1.0 I* � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Gn Inspection Type: I; 0Job Address: >' Permit Number: U 1 Q C , of q jNo one available for ins_0ecti6n:,Time 6 - A.M/PM f - Re -Inspection required: Yes (No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: -L-) Inspector: DO NOT REMOVE THIS NOTICE w v m CD 0 C:) U a xf M U Q 3:= a Q � L L' c E O u� o o U r �Q� a; �> -0 0 2 ca U L �0 C � � O O O a) .� N E a� E _ •– a) E _r_CL 'o o EO E � w oa) > O E L 7 - N � U E j a) _ cnn Y E cm m m m m o a) Y m Y N � U to O U N m 0 -O w .� 7 �SZ .O � � Lo E 75 N `0 pN �` L V N Q ~ O L (n LL 0O Q Q d o a w co O m LL W N N 3: U 7 a) O Q m co a) � m Q 00 E co C:)co CO ro 4–J r� (V N C3 N O N Ln 00 L rl— C) 0 e CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ►'�'`� �'� �C Job Address:�� Permit Number: ,-L) ❑ 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.cL wheatridge.co. uslinspection Date:' - Inspector: DO NOT REMOVE THIS NOTICE � � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:=�� ?� C h �'► S > .y Permit Number: �i CJ 1 Cl ID A _ 3 LJNo one available for inspection: TirrieGAM�PM , ;v Re -Inspection required: Yes (NQ When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: L-) ~? '? c U Inspector::" DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building,Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: - e(� �- Job Address:._��-�� C t ic Permit Number: cC� l C ! �--0 �` E ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes /�Ic 1 When corrections have been made, schedule for re -inspection online at: http✓/www. ci, wheatridge.co.us4nspection Date:L-1 ���� Inspector:c�1 DO NOT REMOVE THIS NOTICE r ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes /�Ic 1 When corrections have been made, schedule for re -inspection online at: http✓/www. ci, wheatridge.co.us4nspection Date:L-1 ���� Inspector:c�1 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: " I 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✓/www.ci.wheatridge.co.us/inspection Date: �1-nspector: 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 AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.ushnspection Date.' f a Inspector"t�_�:�-�� 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: f�nr ti ❑ 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 Date: 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: C) U�'t` ❑ No one available for inspection:, Time c.; : 1;_ AM/PM Re -Inspection required: Yes V0 When corrections have been made, schedule for re -inspection online at: http.11www.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 r�— Inspection Type: Job Address: Permit Number: e M4, M. Ma11 ❑ No one available for inspection: Tim4 }, (" AM/PM Re -Inspection required: Yes When corrections have been made, sche �;le•in$pec__ tib line at: http✓/www.ci.wheatridge.co.us�iraspp,ction� a Da;? . 2 G . 7e.D_K) i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: i x LJ 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. usfinspection Date: s ? �- - Inspector: �i DO NOT REMOVE THIS NOTICE S }— 3-3- W& m rrfar 0 DL Engineering Inc. 2ul°► Structural / Civil Engineering 9100 W. Jewell Ave. Lakewood, CO 80232 720-440-9450 www.diengineer.com 3/1/2020 Jay Noga RE: Job # 2019-6835 3478 Chase Street Wheat Ridge, CO 80212 Sheathing Observation Please provide this letter as proof of the following onsite observation on March 1, 2020: • Sheathing — I observed the installation of the exterior sheathing for this project before the siding was installed. The 7/16" OSB siding was nailed to the framing on all of the walls. • Roof Sheathing - I observed the installation of the roof sheathing, 7/16" OSB, for this project before the roofing was installed. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, PE o y1 SHAH•'•. m; .� �o ° � 5301 250 m:cc r� �. w 0.00 0 /000 p Z -3 V e -i cV-NA� L- s r- 313 9100 W Jewell Ave Lakewood, CO 80232 CIL ENGINEERING, INC. 720-440-9450 www.diengineer.com 1/21/2020 Jay Noga RE: Garage Framing Observation 2019-6835 3478 Chase Street Wheat Ridge, CO 80212 Please provide this letter as proof of the following onsite observation on January 21, 2020 at 4:00 pm: • Framing — The general framing was observed and appeared to be in conformance with the approved construction documents and building code. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, PE O OSP' ' •• ti U : Z� • N4' 53250 z. • i-21-Z°.� ON —Z 1 1/21/2020 Jay Noga RE: Helical Pier Observation 2019-6835 3478 Chase Street Wheat Ridge, CO 80212 Please provide this letter as proof of the following onsite observation on January 21, 2020 at 4:00 pm: • 1/21/2020 — Helical Piers —The helical pier installation & caps were observed before concrete was poured. o The pier spacing was observed and appears to be in conformance with the construction documents. o The piers were installed to refusal or to a depth no less than that specified in the construction documents. o The helical piers appear to be installed in conformance with the structural mitigation plan. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweberCo)dlengineer.com. Sincerely, Matt Weber, PE !f` 53250 ml w �OT..l-Z1-2°' FSS1O.....• �C? 1 'P 9100 W Jewell Ave Lakewood, CO 80232 OL ENGINEERING, INC. 720-440-9450 www.dlengineer.com 1/21/2020 Jay Noga RE: Helical Pier Observation 2019-6835 3478 Chase Street Wheat Ridge, CO 80212 Please provide this letter as proof of the following onsite observation on January 21, 2020 at 4:00 pm: • 1/21/2020 — Helical Piers —The helical pier installation & caps were observed before concrete was poured. o The pier spacing was observed and appears to be in conformance with the construction documents. o The piers were installed to refusal or to a depth no less than that specified in the construction documents. o The helical piers appear to be installed in conformance with the structural mitigation plan. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweberCo)dlengineer.com. Sincerely, Matt Weber, PE !f` 53250 ml w �OT..l-Z1-2°' FSS1O.....• �C? 1 i CITY OF WHEAT RIDGE // Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: I S C Job Address:� ryNArs*c- Permit Number: �lwMt r�-cd J No one available for inspection: Time QL) AM/PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: httpJ/www. c wheatridge. co. ushinspection Date: 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 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:—' Inspector:= DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:4, w r" r-' � F v' Job Address: Permit Number: r t ❑ 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 Date: `35'T f %�'< Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: H Uv � L. Job Address: , `� � c, 'n Permit Number: ��U \ \ `,a r ❑ No one available for inspection: Time i AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpJ/www.ci. wheatridge.co. us4nspection Date: I Inspector: V"� DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �- Permit Number: C= ~ ❑ No one available for inspection: Time I AMQJPM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usVlnspectio n,-� Dat �c'CIZO Inspectgr� ?t I DO NOT REM �ETIHIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: �- Permit Number: C= ~ ❑ No one available for inspection: Time I AMQJPM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usVlnspectio n,-� Dat �c'CIZO Inspectgr� ?t I DO NOT REM �ETIHIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '3(,R - —�4.0 Stf(, .5& Job Address: 3yi / cl 5t" ST. u-! q), Permit Number: 2O/q az r c '3U3- AP�R�fi<� ❑ No one available for inspection: Time IS PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYAvww. ci. wheatridge. co. uslinspection Date: s - zc�, Inspector: /t r DO NOT REMOVE THIS NOTICE Alternative Means of Material 3478 Chase st, Wheat Ridge, Co Crawl space joist protection, due to furnace location in the crawlspace. Joists are Louisiana Pacific LPI 530 and LP136. Per ESR 1305, single layer of mineral wool with 9 lbs rating of mineral wool. This is information is located on page 3 and 4, section 4.8 and 4.9 of the ESR 1305 report. Additional information is about the requirements for mineral wool is on page 48, number 5 (picture attached) of the ESR 1305 report � A < For SI: 1 in = 25.4 mm. 1 Pt = 305 mm 1. Floor Sheathing ',i inch thick 4 -ft by P- it tongue and groove (APA Rated Sturdi-I-Floor) sheets installed perpendicular to i -,joists and fastened with an AFG-01 construction adhesive and fid deformed shank or 8d :ommon nails. maxamum 12 inches on center at all locations. 2. Wood I -.foists LPL- SolidStartL I -Joists shall be a minimum of 11'1 -inch deep with flange dimensions at least 117, inches x 11,12 inches of LVt. or V1. inches x 2'i2inches of sawn lumber_ and a minimum of 14 -inch thick OSE =rfeb Maxiinam 1-J6st spacing ss 24 inches on center. Use 1 inch minimum rsm board or blocking panels at the I' -Joist ends, snstaded in accordance with the manufacturers published installation instructions. Holes in the 'webs per rnanufact, refsinstructions are permitted. 3. Furring Channels Resilient furring channels measuring 2.63x3 inches wide by D.US inches deep formed from No. 26 gauge (4.071:inch) galvanized steel sheet spaced 24 -in. on center perpendicular to the joists. Supported by Simpsnn CSC clips (4) At splices. channels overlapped 6 inches, and tied with two double strands of No. 18 Str.'G galvanized steel hire at each end of overlap. At wallboard end joints a second length of channel is installed adjacent to the first to provide one channel for each wallboard end Second channel span from joist to joist outside the wallboard width to support the entire end of the wallboard 4. Hanger Clips Simpson Type CSC hangers for furring channels. One at each intersection of joist and channel nailed with one Sd or Pd common nail. 5. Insulation 1 -inch thick 2U418 -inch mineral wood belts with nine p`ug,#s per cubic foot density. 6. Gypsum Wallboard 4 -inch thick US Gypsum Company F€recode C i�4-f snide sheets i rpendicular to furring channels with 1 inch tong Type S walttoard scre;vs, e o is t c tc.th doubled channels, lona Ants backed by sheet metal Tee -Sedges II ; 1 -inch y re S •r t ryy and screws -in. on center w firNAAtC11VptEp Corresponding report is also the APA The Engineered Wood AssocidVT1390VIRP ES Evaluation Report, page 8, number 4 1nSuiation(attached a picture Revie f r e 122MIlliance ZIZ Z� 4S%Exarrliner Date K l ft o► oengN: me,s rmW of o psnttt or #AWOVM oloyns specffktetlaa and cnmpuronons shots ►at be a pere+(t/br, or on opptord a, any hewn to any of the provlswrts of the burwing cone or of OW Cllr armemtces, Arrests W"'i" my to ph* authority to vwloM or tow/ the prarJ&U at toe cafes or other ontrnonoee of the Cry shill not be Vee /�L1�nr�'� /l'�F,�nrS � MCTYloOS �}PP2V�� Fa(z na �e�Cm1oN 0(7 FG���' Zo/Z (eC So.3 i F 4 5 6 FIGURE 3—ONE-HOUR FIRE -RESISTANCE -RATED FLOOR -CEILING ASSEMBLY (Ceiling—one layer of/2-inch or 'is -inch gypsum wallboard, attached to furring channels spaced 24 inches on center) 1. Single Floor - APA Rated Sturd-l-Floor wood structural panels (Exposure 1 or Exterior) with tongue -and -groove edges and conforming to APA Standard PRP -108, PS I or PS2_ with thickness, span rating and fastening in accordance with code requirements or ICC -ES evaluation reports (minimum -i32 -inch nominal thickness). Installed with long dimension of panel (strength axis) or face grain ofpiy%,%,00d perpendicular to joists with end joints staggered. The panels must be nailed in addition to being glued to framing with construction adhesive conforming to ASTM D3498 (APA Specification AFG-0 1). The construction adhesive must be applied to the top flanges of I -joists and perimeter framing using a nominal 'f_­Irch diameter bead of adhesive, with double beads applied where panel end joints butt. A nominal %4nch diameter bead of adhesive also Is applied in the groove of tongue -and -groove edges of panels before joining panels together. 2. Finish Flooring - Approved lightweight concrete floor topping (1 lia inches) or proprietary gypsum concrete floor topping optional over single floor, installed in accordance with an 10C -ES Evaluation Report, Minimum thickness of gypsum concrete topping is 1141 inch with I -joists spaced maximum 19.2 inches on center. or I inch with 1 -joists spaced 24 inches on center. 3. Wood Structural Members - Minimum 9`7 -inch deep wood 1 -joists spaced maximum of 24 inches on center, installed in accordance with requirements of this report. Top and bottom flanges.. minimum size 1' i_ -inch x 2't_ inch LVL or 1'12 -inch x 2'12 -inch lumber, minimum web thickness inch. Minimum 2 inches bearing on supports. Holes may be cut in web of 1 -joist as permitted by this report 4. Insulation - 1 -inch -thick unfaced mineral wool batt insulation (minimum 6 pounds per cubic foot density) must be placed under the bottom flange of 1 -joists and supported on furring channels. Edges of the insulation baits must be tightly buffed against the furring channel support clips and adjoining insulation batts, and ends must be located over furring channels. 5. Furring Channels -inverted hat -type channels.'(, inch deep x 211& -inches wide, formed of minimum 0,021 -inch thick (25 gage) galvanized steel. Channels must be installed perpendicular to 1 -joists in continuous rows spaced 24 inches on center. Channels must be attached to the bottom flange of each I -joist with one support clip (Simpson Strong -Tie Co. Type CSC) at each crossing. Support clips must be nailed to kjoist flange with one 11 gage (0.1205 -inch diameter) Y 1'1inch nail. At locations of end joints of gypsum wallboard, install double row of channels. centered 1 -h, inches from panel ends. Ends of channel must extend a minimum of 6 inches beyond the edge joint of adjoining panels Channel srlices must be centered under the 1 -joists and overlapped a minimum of 6 inches, and tied together with double strand of Pilo. 18 SVVG galvanized steel wire near each end of overlap ICC -ES Evaluation Report ESR -1405 Reissued December 2019 Revised February 2020 This report is subject to renewal December 2021. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 17 33—Wood I -joists REPORT HOLDER: APA—THE ENGINEERED WOOD ASSOCIATION EVALUATION SUBJECT: PERFORMANCE RATED I -JOISTS ADDITIONAL LISTEES: EACOM TIMBER CORPORATION IB EWP, INC. NORDIC STRUCTURES ROSEBURG FOREST PRODUCTS STARK TRUSS COMPANY, INC. 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2018, 2015, 2012 and 2009 International Building CodeO (IBC) ■ 2018, 2015, 2012 and 2009 International Residential Code® (IRC) Properties evaluated: ■ Structural ■Fire resistance 2.0 USES The prefabricated wood I -joists described in this report are used as floor joists, roof rafters and blocking to support code -required loads. The wood 1 -joists comply with Section 2303.1.2 of the IBC; and Section R502.1.2 of the 2018 and 2015 IRC, Section R802.1.8 of the 2018 IRC, and Section R502.1.4 of the 2012 and 2009 IRC, for allowable stress design. 3.0 DESCRIPTION 3.1 General: The prefabricated wood 1 -joists described in this report comply with the 'PRI -400 Performance Standard for APA EWS 1 -joists," dated April 2012, for the performance rating of prefabricated, performance -rated I -joists (PRI) used in floors of residential construction. The standard is promulgated by APA—The Engineered Wood Association. The standard complies with the requirements of the codes specifically referenced in Section 1.0 of this report, and with ASTM D5055 and the ICC -ES Acceptance Criteria for Prefabricated Wood 1 -joists (AC14). PRI -400 also complies with the code sections referenced in Section 2.0 of this report. 3.2 Materials: 3.2.1 Flanges: The flanges are sawn lumber or structural composite lumber (SCL), with both flanges having a minimum net width and thickness of 11/2 inches (38 mm), except the minimum flange thickness can be 15/16 inches (33.3 mm) for structural composite lumber. The structural composite lumber used as flanges are recognized in an ICC -ES evaluation report issued to the manufacturer of the structural composite lumber, or are recognized in the ICC -ES evaluation report issued to the I -joist manufacturer. The structural composite lumber has a minimum equivalent specific gravity of 0.42, as it relates to fastener capacity. Sawn lumber flanges have a minimum specific gravity of 0.42. The top flange is the same size, type, grade and species as the bottom flange. 3.2.2 Webs: The webs have a minimum thickness of 3/8 inch (9.5 mm) and are Exposure 1, exterior -grade, plywood or oriented strand board panels, and comply with DOC PS -1 or DOC PS -2. 3.2.3 Adhesive: The webs are adhered to the flanges with exterior -type adhesive complying with ASTM D2559 and Section 5.4.3 of ASTM D5055. 4.0 DESIGN AND INSTALLATION 4.1 Design: Designed installations of the I -joists must be based on the allowable design properties in Table 1. Holes in webs of joists must comply with Figure 1 and Table 2. Where required by Table 1 and the notes to Figure 2, web stiffeners at joist supports must comply with Figure 2. 4.2 Installation: 4.2.1 General: 1 -joists produced by manufacturers listed in this report, or those complying with the requirements of PRI - 400 and recognized in a separate ICC -ES evaluation report issued to the 1 -joist manufacturer, must be installed in accordance with this report. The separate evaluation report issued to the 1 -joist manufacturer must indicate the I -joists have been evaluated for compliance with this report, and that they are to be installed in accordance with this evaluation report and the separate report. 1('C -FS Fi aluation Reports are not to be coresotied is representing aesthetic's or am- other attributes not specifically addressed, not are then to be construed w` w as an endorsement of the sabjeet of the report or a recommendation Jor its use. There is no rrarr'anh by LCC Evaluation Service, LLC express or implied, as lam, to am, finding or other matter in this report, or as to am' product core, ed by the report, ilea Copyright© 2020 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 12 ESR -1405 I Most Widely Accepted and Trusted Page 2 of 13 The I -joist properties in this evaluation report are based on I -joists installed such that the in-service moisture content of the joists does not exceed 16 percent. The compression flange of the joists must have continuous lateral support. In single -span, simply - supported conditions, the compression flange is the top flange of the joist, and lateral support is normally provided by the floor sheathing attached to the top flange. Lateral support for the I -joist bottom flange must be provided at interior supports of multiple -span joists, and the support adjacent to the unsupported end of cantilevered joists. The ends of joists must be restrained to prevent rollover. This restraint is normally provided by diaphragm sheathing attached to the top flange and to an end wall or a shear - transfer panel capable of transferring a force of 50 pounds per foot (730 N/m). Blocking with equivalent strength is permitted to be used. Concentrated loads in excess of 1,500 pounds (6672 N), applied to the top flange of the I -joist, require installation of web stiffeners in accordance with Figure 2, except the gap must be at the bottom flange. Blocking or squash blocks must be installed where concentrated loads occur at ]-joist supports. Spacing for nails installed in sawn lumber flanges of I -joists must be sufficient to prevent splitting of the wood. Allowable loads for nails in solid -sawn -lumber flanges must be in accordance with the allowable loads specified in the applicable code for spruce -pine -fir with a specific gravity of 0.42. Spacing for nails installed in SCL flanges of joists must be sufficient to prevent splitting of the wood. Allowable loads for nails installed in SCL flanges must be in accordance with those in the applicable code for solid -sawn lumber with a specific gravity of 0.42. Fastener type and fastener penetration into the top flange of the I -joist, for fasteners attaching subfloor sheathing or combination subfloor/underlayment to the I -joist, must comply with the requirements of the applicable code. For engineered design, the designer must specify the proper I -joist designation and flange configuration to match the calculation assumptions. 4.2.2 One-hour Fire -resistive Floor -ceiling Assemblies: I -joists produced by manufacturers listed in this report, or complying with the requirements of PRI -400 and recognized in a separate ICC -ES evaluation report issued to the I -joist manufacturer, may be used as wood structural framing members in one-hour fire -resistive floor -ceiling assemblies when the assemblies are constructed in accordance with Sections 4.2.2.1 through 4.2.2.5 of this report. 4.2.2.1 Assembly 1: The assembly must be as described in Figure 3. 4.2.2.2 Assembly 2: The I -joists are permitted to be used in lieu of the wood joists or trusses in the one-hour floor - ceiling assemblies described in ICC -ES evaluation report ESR -1338, and described in item 21-1.1 of 2018, 2015 and 2012 IBC Table 721.1(3) and 2009 IBC Table 720.1(3). Minimum flange dimensions for the joists are 1.5 inches (38 mm) for width and 15/16 inches (33 mm) for thickness. The thickness of wood structural panels for the floor must not be less than 1/2 inch (12.7 mm), nor less than required by the applicable code. 4.2.2.3 Assembly 3: The assembly must consist of a single -layer floor of minimum 3/4 -inch (19.1 mm) tongue - and -groove plywood, or minimum 23/32 -inch (18.3 mm) tongue -and -groove APA wood structural panels (exposure 1 or exterior -grade), conforming to DOC PS -1 or PS -2, or an ICC -ES evaluation report, with I -joists spaced up to 24 inches (610 mm) on center; and a ceiling of two layers of 1/2 -inch -thick (12.7 mm), Type C gypsum board [two layers of 5/8 -inch -thick (15.9 mm), Type X gypsum board must be used for installations using I -joists flanges smaller than 11/2 by 13/4 inches (38 by 44.5 mm)] applied to the bottom chord. Minimum flange dimensions of the I -joists are 15/16 inches by 1'/2 inches (33 mm by 38 mm). The floor sheathing must be installed in accordance with code requirements or with applicable ICC -ES evaluation reports, with all butt joints located on framing members. The first layer of gypsum board must be attached with 15/8 -inch -long (41.3 mm), Type W screws spaced up to 12 inches (305 mm) on center. The second layer of gypsum board must be installed with the joints staggered from the first layer and must be fastened with 2 -inch -long (51 mm) [21/4 inches (57 mm) long for 5/8 -inch (15.9 mm) gypsum board], Type W screws spaced up to 12 inches (305 mm) on center in the field and up to 8 inches (203 mm) on center at the butt joints. Type G screws, 11/2 inches (38 mm) long [13/4 inches (44.5 mm) long for 5/8 -inch (15.9 mm) gypsum board], must be spaced up to 8 inches (203 mm) on center and up to 6 inches (152 mm) each side of the butt joint. The second layer must be finished with joint tape and compound. Resilient channels are permitted to be used as part of the ceiling attachment system, provided they are spaced up to 16 inches (406 mm) on center. The resilient channels are permitted to be spaced up to 24 inches (610 mm) on center, if 1 -joists are spaced up to 16 inches (406 mm) on center. The channels are fastened perpendicular to joists with 1 -inch -long (25.4 mm), case -hardened -steel, 0.15 -inch - diameter -shank (0.38 mm), self -drilling, self -tapping, Phillips -head screws. The ceiling must be attached to the resilient channels as described above, except 1 -inch (25.4 mm), Type S screws and 15/8 -inch (41.3 mm), Type S screws must be used for the first and second layers, respectively, spaced at up to 12 inches (305 mm) on center. When used as a roof -ceiling assembly, the decking is permitted to be any wood deck specified in the code, and the I -joist spacing is permitted to exceed 24 inches (610 mm) on center. However, when the I -joist spacing exceeds 24 inches (610 mm), the ceiling attachment system, including the resilient channels, must be applied to stripping spaced up to 24 inches (610 mm) on center. The attachment to the stripping is similar to the previously described attachment to the joists. The stripping must be either nominal 2 -by -4 -inch, construction -grade Douglas fir lumber [for spans of up to 5 feet (1524 mm)] attached to the bottom chord with two 10d box nails, or material and attachment of equivalent strength. 4.2.2.4 Assembly 4: The assembly must be as described in Figure 4. 4.2.2.5 Other Fire -resistive Assemblies: The I -joists described in this report may be used in the assemblies described in 2018, 2015 and 2012 IBC Table 721.1(3) and 2009 IBC Table 720.1(3), Item Numbers 23-1.1 through 28.1.1, and Item Number 30-1.1 (2018 and 2015 IBC only), provided the I -joists used meet the criteria described in the table's "Floor or Roof Construction" column. For the purposes of the minimum flange area requirement of 2.3 square inches (1480 mm2) in Item Number 23-1.1, a 11/2 -by -11/2 -inch (38 mm by 38 mm) flange having a cross- sectional area of 2.25 square inches (1450 mm2) may be considered sufficient. ESR -1405 I Most Widely Accepted and Trusted Page 3 of 13 4.3 Fire Protection of Floors: The 1 -joists described in this report, when installed and protected as specified in Figure 5, meet the provisions of 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3. The Hoists described in this report, when installed and protected as specified in Figures 6 through 10, are alternatives to the 2 -by -10 dimensional lumber prescribed in 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3 Exception 4, and have met the requirements for a floor assembly demonstrating equivalent floor performance. 5.0 CONDITIONS OF USE The Performance Rated 1 -joists described in this report comply with, or are a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The 1 -joists must be produced by a manufacturer listed in this report or must be evaluated in a current ICC -ES evaluation report issued to the 1 -joist manufacturer. 5.2 The design and installation must comply with this report and the wood design provisions noted in the applicable edition of the National Design Specification° for Wood Construction (NDS) referenced in the applicable code. 5.3 Drawings and design calculations demonstrating compliance with this report must be submitted to the building official. The drawings and calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.4 No cutting of 1 -joist flanges is permitted. 5.5 The 1 -joists must be produced at the manufacturing plants noted in Table 3, under a quality -control program with inspections by ICC -ES and APA—The Engineered Wood Association (AA -649). 6.0 EVIDENCE SUBMITTED 6.1 PRI -400 Performance Standard for APA–EWS 1 -joists, dated April 2012. 6.2 Data verifying compliance with the ICC -ES Acceptance Criteria for Prefabricated Wood 1 -joists (AC14), dated October 2017 (Editorially revised May 2018). 6.3 Vertical uniform load transfer data in accordance with Section 3.2 of the ICC -ES Acceptance Criteria for Rim Board Products (AC124), dated October 2016 (Editorially revised March 2018). 6.4 Reports of fire tests conducted in accordance with ASTM E119. 7.0 IDENTIFICATION 7.1 The 1 -joists must be identified by a stamp indicating the product designation, the evaluation report number (ESR -1405), the manufacturer's name, and the name and logo of the inspection agency (ICC -ES and APA— The Engineered Wood Association). 7.2 The report holder's contact information is the following: APA—THE ENGINEERED WOOD ASSOCIATION 7011 SOUTH 19TH STREET TACOMA, WASHINGTON 98466 (253) 565-6600 www.apawood.org help(abapawood.org 7.3 The additional listees' contact information is the following: EACOM TIMBER CORPORATION 1195 PEOPLES ROAD SAULT STE. MARIE, ONTARIO P6C 3W7 CANADA IB EWP, INC. 480 JOCELYN -BASTILLE POHENEGAMOOK, QUEBEC GOL 1J0 CANADA NORDIC STRUCTURES 1100 DE LA GAUCHETIERE STREET WEST, SUITE 504 MONTREAL, QUEBEC H3B 2S2 CANADA ROSEBURG FOREST PRODUCTS POST OFFICE BOX 1088 ROSEBURG, OREGON 97470 STARK TRUSS COMPANY, INC. 6855 CHESTNUT RIDGE ROAD NW BEACH CITY, OHIO 44608 ESR -1405 ( Most Widely Accepted and Trusted Page 4 of 13 TABLE 1 -DESIGN PROPERTIES FOR APA EWS PERFORMANCE -RATED I -JOISTS' For SI: 1 ft = 305 mm; 1 inch = 25.4 mm; 1 Ibf = 4.448 N. 'The tabulated values are design values for normal duration of load (10 years). All values, except for EI, VLC and K, are permitted to be adjusted for other load durations in accordance with the NDS. The VLC values must be decreased for permanent loads per the NDS, but are not permitted to be increased for shorter durations. 2Reference design bending stiffness (EI) of the 1 -joist. 3The reference design moment (Mr) of the I -joist must not be increased by any repetitive member use factor. 'Reference design shear (Vr) of the 1 -joist. 5The reference design reactions (Rr), after being adjusted by the load duration factor, CD, must meet the following requirement: Rr (CD) < FcL(Cb)(bbrg)(Lbrg) Where: Fel = Reference compression design value perpendicular to grain (Ibf/inz). Use the lesser of the Fa for the 1 -joist flange (refer to manufacturer) or the F.L for the supporting member. Cb = Bearing area factor as defined in Section 3.10.4 of the NDS, if applicable. bbrg = Bearing width of the 1 -joist (in). Typically equal to the flange width minus 0.15 inch edge easing (refer to manufacturer). Lb, = Bearing length of the 1 -joist (in). 61ntermediate reaction design values are based on a minimum bearing length of 3% inches, without web stiffeners. 'Interpolation of end reaction design values between tabulated bearing lengths is permitted, with or without bearing stiffeners. 'Vertical load capacity (VLC), for transfer of vertical uniform loads when 1 -joists are used as continuously -supported blocking. 'Deflection calculations must account for shear deformation, using the tabulated reference shear stiffness coefficient (K). For example, deflections of 1 -joists under uniform load or center -point load in simple -span applications are calculated as follows: Uniform Load: 5roC' (,)P' Center -Point Load: PP2PP b 384 E/' + K' 8 - + 48EI' K' Where: 6 = Calculated deflection at center span (inches). k = Design span (inches) EI'= Bending stiffness, adjusted per NDS Section 7.3 (Ibf-in 2). co = Uniform load (Ibf/in). K' = Shear stiffness coefficient, adjusted per NDS Section 7.3 (Ibf). P = Center point load (Ibf). Rr(5) (Ibf) JOIST JOIST El (2) Mr(3) Vr(4) VLC(') K(') End Reaction(') 13/4" 'Bearing 4" Bearing DEPTH SERIES x10 z (Ibf-ft) (Ibf) Intermediate (Ibf/ft) x10' Web Stiffeners? (in) (Ibf-in) Reaction(') (Ibf) No Yes No Yes PRI -20 132 2,520 1,120 1,700 830 830 1,120 1,120 2,000 4.94 PRI -30 159 3,225 1,120 1,905 945 945 1,120 1,120 2,000 4.94 9'/2" PRI -40 184 2,735 1,120 2,160 1,080 1,080 1,120 1,120 2,000 4.94 PRI -50 186 3,800 1,120 2,040 1,015 1,015 1,120 1,120 2,000 4.94 PRI -60 219 1 3,780 1,120 2,160 1,080 1,080 1,120 1,120 2,000 4.94 PRI -20 225 3,265 1,420 1,700 830 830 1,420 1,420 2,000 6.18 PRI -30 271 4,170 1,420 1,905 945 945 1,420 1,420 2,000 6.18 PRI -40 313 3,545 1,420 2,500 1,200 1,200 1,420 1,420 2,000 6.18 117/81, PRI -50 316 4,915 1,420 2,040 1,015 1,015 1,420 1,420 2,000 6.18 PRI -60 371 4,900 1,420 2,500 1,200 1,200 1,420 1,420 2,000 6.18 PRI -70 416 6,595 1,420 2,335 1,160 1,160 1,420 1,420 2,000 6.18 PRI -80 518 6,940 1,420 2,760 1,280 1,280 1,420 1,420 2,000 6.18 PRI -90 571 8,770 1,925 3,355 1,400 1,400 1,885 1,925 2,000 6.18 PRI -40 459 4,270 1,710 2,500 1,200 1,200 1,550 1,710 2,000 7.28 PRI -50 463 5,860 1,710 2,040 1,015 1,015 1,550 1,710 2,000 7.28 14" PRI -60 544 5,895 1,710 2,500 1,200 1,200 1,550 1,710 2,000 7.28 PRI -70 609 7,865 1,710 2,335 1,160 1,160 1,550 1,710 2,000 7.28 PRI -80 756 8,360 1,710 3,020 1,280 1,280 1,550 1,710 2,000 7.28 PRI -90 832 10,460 2,125 3,355 1,400 1 1,400 1,885 2,125 2,000 1 7.28 PRI -40 625 4,950 1,970 2,500 1,200 1,200 1,550 1,970 2,000 8.32 PRI -50 630 6,715 1,970 2,040 1,015 1,015 1,550 1,970 2,000 8.32 16" PRI -60 739 6,835 1,970 2,500 1,200 1,200 1,550 1,970 2,000 8.32 PRI -70 826 9,010 1,970 2,335 1,160 1,160 1,550 1,970 2,000 8.32 PRI -80 1,024 9,690 1,970 3,020 1,280 1,280 1,550 1,970 2,000 8.32 PRI -90 1,126 11,985 1 2,330 1 3,355 1,400 1,400 1,885 1 2,330 2,000 8.32 For SI: 1 ft = 305 mm; 1 inch = 25.4 mm; 1 Ibf = 4.448 N. 'The tabulated values are design values for normal duration of load (10 years). All values, except for EI, VLC and K, are permitted to be adjusted for other load durations in accordance with the NDS. The VLC values must be decreased for permanent loads per the NDS, but are not permitted to be increased for shorter durations. 2Reference design bending stiffness (EI) of the 1 -joist. 3The reference design moment (Mr) of the I -joist must not be increased by any repetitive member use factor. 'Reference design shear (Vr) of the 1 -joist. 5The reference design reactions (Rr), after being adjusted by the load duration factor, CD, must meet the following requirement: Rr (CD) < FcL(Cb)(bbrg)(Lbrg) Where: Fel = Reference compression design value perpendicular to grain (Ibf/inz). Use the lesser of the Fa for the 1 -joist flange (refer to manufacturer) or the F.L for the supporting member. Cb = Bearing area factor as defined in Section 3.10.4 of the NDS, if applicable. bbrg = Bearing width of the 1 -joist (in). Typically equal to the flange width minus 0.15 inch edge easing (refer to manufacturer). Lb, = Bearing length of the 1 -joist (in). 61ntermediate reaction design values are based on a minimum bearing length of 3% inches, without web stiffeners. 'Interpolation of end reaction design values between tabulated bearing lengths is permitted, with or without bearing stiffeners. 'Vertical load capacity (VLC), for transfer of vertical uniform loads when 1 -joists are used as continuously -supported blocking. 'Deflection calculations must account for shear deformation, using the tabulated reference shear stiffness coefficient (K). For example, deflections of 1 -joists under uniform load or center -point load in simple -span applications are calculated as follows: Uniform Load: 5roC' (,)P' Center -Point Load: PP2PP b 384 E/' + K' 8 - + 48EI' K' Where: 6 = Calculated deflection at center span (inches). k = Design span (inches) EI'= Bending stiffness, adjusted per NDS Section 7.3 (Ibf-in 2). co = Uniform load (Ibf/in). K' = Shear stiffness coefficient, adjusted per NDS Section 7.3 (Ibf). P = Center point load (Ibf). ESR -1405 [ Most Widely Accepted and Trusted Page 5 of 13 Rules for cutting holes in the webs of PRI Joists: 1. The distance between the inside edge of the support and the centerline of any hole must be in compliance with the requirements of Table 2. 2. ]-joist top and bottom flanges must NEVER be cut, notched, or otherwise modified. 3. Whenever possible, field -cut holes should be centered vertically along the depth of the web. 4. The maximum size hole that can be cut into an 1 -joist web must equal the clear distance between the flanges of the I -joist minus 1/4 inch. A minimum of inch should always be maintained between the top or bottom of the hole and the adjacent 1 -joist flange. 5. The sides of square holes or longest sides of rectangular holes must not exceed three fourths of the diameter of the maximum round hole permitted at that location. 6. Where more than one hole is necessary, the distance between adjacent hole edges must exceed twice the diameter of the largest round hole or twice the size of the largest square hole (or twice the length of the longest side of the longest rectangular hole) and each hole must be sized and located in compliance with the requirements of Table 2. 7. Knockouts may be utilized anywhere they occur, and may be ignored for purposes of calculating minimum distances between holes. 8. A maximum 1'/2 -inch -diameter hole can be placed anywhere in the web (including along cantilevered spans) provided that it meets the requirements of 6 above. 9. Except for factory knockouts and maximum 11/2 -inch -diameter holes (see note 8 above), the near edge of web holes must be at least 6 inches away from the nearest edge of a reaction (measured horizontally along the 1 -joist). 10. All holes must be cut in a workman -like manner in accordance with the restrictions listed above and as illustrated in Figure 1. 11. Limit 3 maximum size holes per span. 12. A group of round holes at approximately the same location is permitted if they meet the requirements for a single round hole circumscribed around them. Minimum distance from face of support to the center of hole. See Table 2. See Rule 12 1 H ..................... . I / - i R Y F i 1 9f♦ t qH 4 F I f H _ Fd"tame#er� t I y d ♦ �4 ♦ LLa I 2x diameter - of largerhole Knockouts are prescored holes often provided by 1 -joist manufacturers for the contractor's convenience to install electrical or small plumbing lines. They are typically 1-3,/8 to 1-3J4 inches in diameter, and are - spaced 12 to 24 inches on center along the length of the 1 -joist. Where possible, it is preferable to use knockouts instead of field -cutting holes. FIGURE 1—TYPICAL HOLES ESR -1405 1 Most Widely Accepted and Trusted Page 6 of 13 TABLE 2—LOCATION OF CIRCULAR HOLES IN PRI JOIST WEBS, SIMPLE OR MULTIPLE SPAN FOR DEAD LOADS UP TO 10 PSF AND LIVE LOADS UP TO 40 PSF' 2,3,4.5 For SI: 1 ft = 305 mm; 1 inch = 25.4 mm. 'Tabulated values apply where 1 -joists are spaced 24 inches on center or less. 2Hole location distance is measured from inside face of supports to center of hole. 3Distances in this chart are based on uniformly loaded joists. 4Tabulated values are based on the allowable spans given in PRI -400, which assume the 1 -joists act compositely with glued and nailed floor sheathing (See APA PRI -400). For multiple -span applications, the lengths of end spans must be at least 40% of the adjacent span length. 5Joists with web hole locations and/or sizes that fall outside of the scope of this table must be analyzed based on the actual hole size, joist spacing, span and loading conditions. The I -joist shear capacity at the location of a circular web hole, Vrh, is calculated using the following equation: Vrh = Published Shear Value x [(Joist Depth – Hole Diameter) / Joist Depth]. 6SAF = Span Adjustment Factor, used as defined below. OPTIONAL: Table 2 is based on the I -joists being used at their maximum span. If the I -joists are placed at less than their full allowable span, the minimum distance from the centerline of the hole to the face of any support (D) as given above may be reduced as follows: D — Lectua x D educed— SAF Where: Dredueed = Distance from the inside face of any support to center of hole, reduced for less -than -maximum span applications (ft). The reduced distance must not be less than 6 inches from the face of support to edge of the hole. Large, = The actual measured span distance between the inside faces of supports (ft). SAF = Span Adjustment Factor given in Table 2. D = The minimum distance from the inside face of any support to center of hole from Table 2 above. If Lam., is greater than 1, use 1 in the above calculation for L""°a' SAF SAF MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO CENTER OF HOLE (ft - in.) JOIST JOIST Round Hole Diameter (in.) DEPTH (in) SERIES SAFE 2 3 4 5 6 6% 7 8 85/8 9 10 10314 11 12 123/4 PRI -20 13'-1" 0'-7" U-11" 2'-2" T-6" 5-0" 5'-5" PRI -30 13'-9" 0'-9" 2-0" T-3" 4'-7" 6'-1" 6-6" 91/2" PRI -40 14'-4" U-7" 1'-8" T-0" 4'4" 5'-9" 6-3" PRI -50 14'-5" 1'-1" 2'4" T-8" 5-0" 6-6" 6-11" PRI -60 15'-0" 1'-7" 2-10" 4'-2" 5'-7" T-1" T-6" PRI -20 13'-5" 0'-7" 0'-8" 0'-8" 0'-9" 1'-11" 2'-4" T-7" 5'-8" T-0" PRI -30 15-0" 0'-7" 0'-8" 0'-8" 1'-9" T-4" T-9" 5'-0" 6-10" 8'-0" PRI -40 16'-7" 0'-7" 0'-8" 1'-2" 2'-5" T-9" 4'-1" 5'-1" 6-8" T-11" 117/8" PRI -50 16-1" 0'-7" 0'-8" 0'-11" 2'-5" 4'-1" 4'-6" 5'-9" T-7" 8'-10" PRI -60 17'-10" 0'-7" 1'-9" T-0" 4'-4" 5'-9" 6-1" T-2" 8'-9" 9'-10" PRI -70 18'-5" U-7" 1'-2" 2'-5" T-9" 5-2" 5'-7" 6-11" 8'-10" 10'-1" PRI -80 19,-7" 1'-8" 3'-0" 4'-3" 5'-7" T-1" T-5" 8'-7" 10'-2" 11,4" PRI -90 20'-2" 0'-7" 0'-8" 1'-1" 2'-9" 4'-6" 5'-0" 6-5" 8'-5" 9'-9" PRI -40 18'-3" 0'-7" 0'-8" 0'-8" 0'4" 1'-10" 2'-2" T-2" 4'-7" 5'-5" 6'-0" T-7" 9'4" PRI -50 16-1" U-7" 0'-8" 0'-8" U-9" 0'-9" 1'-0" 2'-5" 4'-4" 5'-7" 6'-5" 8'-7" 10'-5" 14" PRI -60 19'-9" 0'-7" 0'-8" 0'-8" 1'-7" 2'-10" T-3" 4'-6" 6'-3" T-4" 8'-1" 10'-0" 11'-8" PRI -70 18'-6" 0'-7" 0'-8" 0'-8" U-11" 2'-6" T-11" 4'-2" 5-11" 7'-0" T-10" 10'-1" 12'-0" PRI -80 22'-2" 0'-7" 1'-9" T-0" 4'4" 5'-8" 6'-1" T-1" 8'-7" 9'-7" 10'-3" 11'-11" 13'-5" PRI -90 22'-10" 0'-7" 0'-8" 0'-8" 2'-1" 3'-8" 4'-1" 54" T-1" 8'-3" 9'-0" 11,-0" 12'-7" PRI -40 19'-8" U-7" 0'-8" 0'-8" U-9" 0'-9" 0'-10" 1'-5" 4'-1" 5'-6" 6'-7" 7'-0" 8'-9" 10'-9" PRI -50 16'-1" 0'-7" 0'-8" U-8" 0'-9" 0'-9" U-10" U-10" " 2'-6" 4'-6" 6'-0" 6'-7" 9'-3" 11W., 16" PRI -60 19'-9" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" U-10" 1'-10" 5'-2" 6'-11" 8'-6" 9'-1" 11'-5" 13'-4" PRI -70 18'-6" U-7" 0'-8" 0'-8" 0'-9" 0'-9" 0'-10" 1'-0" *"4% 4'-10"6-11"8-7" 9'-1" 11'-6" 13'-5" PRI -80 23'-11" 0'-7" 0'-8" 0'-8" 1'-7" 2'-11" 3'-3" 4'-6" " T-11" 9'-9" 11'-3" 11'-9" 13'-11" 15'-7" PRI -90 25'-3" 0'-7" 0'-8" 0'-8" 0'-10" 2'-3" 2'-8" T-10" 7'-1" 8'-10"10'-2" 10'-8" 12'-11" 14'-10" For SI: 1 ft = 305 mm; 1 inch = 25.4 mm. 'Tabulated values apply where 1 -joists are spaced 24 inches on center or less. 2Hole location distance is measured from inside face of supports to center of hole. 3Distances in this chart are based on uniformly loaded joists. 4Tabulated values are based on the allowable spans given in PRI -400, which assume the 1 -joists act compositely with glued and nailed floor sheathing (See APA PRI -400). For multiple -span applications, the lengths of end spans must be at least 40% of the adjacent span length. 5Joists with web hole locations and/or sizes that fall outside of the scope of this table must be analyzed based on the actual hole size, joist spacing, span and loading conditions. The I -joist shear capacity at the location of a circular web hole, Vrh, is calculated using the following equation: Vrh = Published Shear Value x [(Joist Depth – Hole Diameter) / Joist Depth]. 6SAF = Span Adjustment Factor, used as defined below. OPTIONAL: Table 2 is based on the I -joists being used at their maximum span. If the I -joists are placed at less than their full allowable span, the minimum distance from the centerline of the hole to the face of any support (D) as given above may be reduced as follows: D — Lectua x D educed— SAF Where: Dredueed = Distance from the inside face of any support to center of hole, reduced for less -than -maximum span applications (ft). The reduced distance must not be less than 6 inches from the face of support to edge of the hole. Large, = The actual measured span distance between the inside faces of supports (ft). SAF = Span Adjustment Factor given in Table 2. D = The minimum distance from the inside face of any support to center of hole from Table 2 above. If Lam., is greater than 1, use 1 in the above calculation for L""°a' SAF SAF ESR -1405 I Most Widely Accepted and Trusted Page 7 of 13 Requirements for web stiffeners: 1. Wood Structural Panel web stiffeners must be placed on each side of the 1 -joist web at: a) Hangers with side nailing b) Hangers with a side, which do not support top flanges of I -joist. c) Locations where concentrated loads in excess of 1,500 pounds are applied to the top flange of the 1 -joist between supports, or in the case of cantilever, anywhere between the cantilever tip and the support. d) At exterior supports in engineered applications where concentrated loads cause exterior reaction loads to exceed 1,550 pounds. 2. Web stiffeners must be made of Utility grade SPF (south) or better for lumber and/or Sheathing grade or better for wood structural panels. Flange width 1-3/4" or less Flange width. greater than Tigf 1-3/4' No i 2¢ _ f=118° -1J4^ Gap 2'" 15/32' x 25/16" minimum width i 1/8"-1/4" Gap 19/32' x 25/16' minimum width 25/16' 1" x 25/16" minimum width 21/2" 1" x 25/16' minimum width 31/2" 11/2" x 25/16' minimum width Clinch OR (4) 8d nails, �� l Od required }4) 8d nails 3 for I -joists with 3-1I2'° flange – clinched width 2" 11 .2�. � No Gap No Gap Web stiffener size required See below for web stiffener size, requirements CONCENTRATED LOAD ,,Load stiffener} END BEARING ;;Bearing stiffener) FIGURE 2—PRI I -JOIST WEB STIFFENER CONSTRUCTION DETAILS I -JOIST FLANGE WIDTH WEB STIFFENER SIZE REQUIRED ON EACH SIDE OF WEB 11/2" 15/32' x 25/16" minimum width 13/4' 19/32' x 25/16' minimum width 25/16' 1" x 25/16" minimum width 21/2" 1" x 25/16' minimum width 31/2" 11/2" x 25/16' minimum width t,or JI: 1 Incn = YbA mm. TABLE 3—MANUFACTURERS AND THEIR LOCATIONS MANUFACTURER LOCATION EACOM Timber Corporation 1195 Peoples Road, Sault Ste. Marie, Ontario P6C 3W7, Canada IB EWP, Inc. 480, Rue Jocelyn -Bastille, CP 10, Pohenegamook, Quebec GOL 1JO, Canada Nordic Structures 521, Chemin Merrill, C.P. 216, Chibougamau, Quebec G8P 2K7, Canada Roseburg Forest Products 4500 Riddle By -Pass Road, Riddle, Oregon 97469 Stark Truss Company, Inc. 6855 Chestnut Ridge Road NW, Beach City, OH 44608 ESR -1405 I Most Widely Accepted and Trusted Page 8 of 13 4 5_ 6 FIGURE 3—ONE-HOUR FIRE -RESISTANCE -RATED FLOOR -CEILING ASSEMBLY (Ceiling—one layer of %-inch or 5/8 -inch gypsum wallboard, attached to furring channels spaced 24 inches on center) 1. Single Floor – APA Rated Sturd-I-Floor wood structural panels (Exposure 1 or Exterior) with tongue -and -groove edges and conforming to APA Standard PRP -108, PS 1 or PS2, with thickness, span rating and fastening in accordance with code requirements or ICC -ES evaluation reports (minimum 23/32 -inch nominal thickness). Installed with long dimension of panel (strength axis) or face grain of plywood perpendicular to joists with end joints staggered. The panels must be nailed in addition to being glued to framing with construction adhesive conforming to ASTM D3498 (APA Specification AFG-01). The construction adhesive must be applied to the top flanges of I -joists and perimeter framing using a nominal'/4-inch diameter bead of adhesive, with double beads applied where panel end joints butt. A nominal'/4-inch diameter bead of adhesive also is applied in the groove of tongue -and -groove edges of panels before joining panels together. 2. Finish Flooring – Approved lightweight concrete floor topping (11/2 inches) or proprietary gypsum concrete floor topping optional over single floor, installed in accordance with an ICC -ES Evaluation Report. Minimum thickness of gypsum concrete topping is 3/4 inch with I -joists spaced maximum 19.2 inches on center, or 1 inch with I -joists spaced 24 inches on center. 3. Wood Structural Members – Minimum 91/2 -inch deep wood I -joists spaced maximum of 24 inches on center, installed in accordance with requirements of this report. Top and bottom flanges, minimum size 1'/2 -inch x 21/2 -inch LVL or 1'/2 -inch x 21/2 -inch lumber; minimum web thickness 3/8 inch. Minimum 2 inches bearing on supports. Holes may be cut in web of I -joist as permitted by this report. 4. Insulation – 1 -inch -thick unlaced mineral wool batt insulation (minimum 6 pounds per cubic foot density) must be placed under the bottom flange of I -joists and supported on furring channels. Edges of the insulation batts must be tightly buffed against the furring channel support clips and adjoining insulation batts, and ends must be located over furring channels. 5. Furring Channels – Inverted hat -type channels,'/8-inch deep x 25/8 -inches wide, formed of minimum 0.021 -inch thick (25 gage) galvanized steel. Channels must be installed perpendicular to I -joists in continuous rows spaced 24 inches on center. Channels must be attached to the bottom flange of each I -joist with one support clip (Simpson Strong -Tie Co. Type CSC) at each crossing. Support clips must be nailed to I -joist flange with one 11 gage (0.1205 -inch diameter) x 11/2 -inch nail. At locations of end joints of gypsum wallboard, install double row of channels, centered 11/2 inches from panel ends. Ends of channel must extend a minimum of 6 inches beyond the edge joint of adjoining panels. Channel splices must be centered under the I -joists and overlapped a minimum of 6 inches, and tied together with double strand of No. 18 SWG galvanized steel wire near each end of overlap. 6. Wallboard, Gypsum – Approved'/2-inch or 5/8 -inch proprietary Type X gypsum wallboard, 48 inches wide, installed perpendicular to furring channels (parallel to I -joists) with end joints continuous or staggered. Fasten to furring channels with 1 -inch or 11/8 -inch Type S drywall screws spaced 12 inches on center. Drywall screws must be driven so that they are flush with the face and do not damage the core of the wallboard, and must be located 11/2 inches from panel ends and a maximum of 6 inches from panel edges. The wallboard must be: • National Gypsum Fire -Shield Type C gypsum wallboard, • U. S. Gypsum Fire Code C gypsum wallboard. 7. Finishing System (not shown) –Exposed face layer joints must be covered with tape and joint compound, and screw heads must be covered with joint compound. ESR -1405 ! Most Widely Accepted and Trusted Page 9 of 13 Floor sheathing - �-� Resilient channels .. ff \, ff \ . — Gypsum wallboard Insulation r rx i ._ I -joists 1 FIGURE 4—ONE-HOUR FIRE -RESISTANCE -RATED FLOOR -CEILING ASSEMBLY (Ceiling—one layer of 314 -inch Type X gypsum wallboard) For SI: 1 inch = 25.4 mm A. BASIC ASSEMBLIES 1) Floor Topping (Optional): Varies (reference sound ratings if applicable). 2) Floor Sheathing: Min. 23/32 -inch T&G Wood Structural Panel. A construction adhesive must be applied to the top of the joists prior to placing sheathing. The sheets shall be installed with their long edge perpendicular to the joists with end joints centered over the top flange of joists. Floor sheathing must be installed per code requirements. 3) Insulation: Min. 3'/2 -inch Fiber Glass Insulation (R13). Installed adjacent to the bottom flange of the I -joist and supported by the resilient channels. 4) Structural Members: Min. 91/2 -inch Deep I -Joists. Max. 24 inches on center spacing. Min. flange thickness of 1'/2 inches and each lange area of at least 3.75 inches2. Min. web thickness of 3/8 inch. 5) Resilient Channels: Min. 0.019 -inch Galvanized Resilient Channels. Attached perpendicular to the bottom flange of the I -joist with 11/4 - inch Type W drywall screws. Channels are spaced a max. of 16 inches on center, are doubled at each wallboard end joint, and extend to the next joist beyond each joint. 6) Ceiling: One layer of 3/4 -inch Type X Gypsum Wallboard with a minimum weight of 3.0 Ibf/ft2 in compliance with ASTM C1396. Installed with long dimension perpendicular to resilient channels and fastened with min. 1'/8 -inch Type S drywall screws spaced at 8 inches on center, and 1 inch from wallboard edges and 1'/2 inches from wallboard ends. The end joints of the wallboard must be staggered. a) Finish: The face joints must be covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. B. SOUND RATING Components STC IIC Base Assembly with cushioned vinyl 52 44 Base Assembly with Carpet and Padding 52 64 Base Assembly with cushioned vinyl, Gypsum Concrete 64 53 Base Assembly with Carpet and Padding, Gypsum Concrete 64 68 ESR -1405 I Most Widely Accepted and Trusted Page 10 of 13 '/2 -inch Gypsum Board Attached to Bottom of Flange(',n,a) Floor sheathing _ I -joist a _ 1112" gypsum board or 5/8" wood structural panel Crawl Space Exception(') In accordance with Exception 2 of the 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3, floor assemblies located directly over a crawl space not intended for storage or fuel -fired appliances do not require membrane protection. E u' - Floor sheathing 1 -joist O Automatic Sprinkler Exception(`) In accordance with Exception 1 of the 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3, floor assemblies located directly over a space protected by an automatic sprinkler system do not require membrane protection. _ __- - Floor sheathing , I-joist1101 Aft Aft Automatic sprinkler system For SI: 1 inch = 25.4 mm (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4.0 of this report. Max. 24 inches on center spacing. Applicable to all flange sizes. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1/2 -inch gypsum board: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R702.3.1 or equivalent. 1x3 (nominal) wood furring strips are permitted to be installed perpendicular to the bottom flange of the I -joists at 16 inches on center provided that the gypsum boards are directly attached to the furring strips using 1 -1/4 -inch (32 -mm) Type W drywall screws at 12 inches (305 mm) on center. Gypsum board not required to be finished with tape and joint compound; or 5/8 -inch wood structural panel: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503.2 or equivalent. Wood structural panel not required to be finished with wood filler or sanded. (D) Automatic sprinkler system: System in accordance with Section P2904 of the 2018, 2015 and 2012 IRC, NFPA 13D, or other equivalent sprinkler systems. Notes: (a) In accordance with Exception 3 of the 2018 and 2015 IRC Section R302.13 and the 2012 IRC Section R501.3, portions of floor assembly can be unprotected when complying with the following: 1) The aggregate area of the unprotected portions shall not exceed 80 square feet. 2) Fire blocking in accordance with 2018, 2015 and 2012 IRC Section R302.11.1 shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly. (b) Insulation may be required for energy code compliance purposes. Check with the local building official for specific jurisdictional requirements. (c) In accordance with 2018, 2015 and 2012 IRC Section P2904, partial residential sprinkler systems are permitted to be installed only when the entire dwelling unit is not required to be equipped with a residential sprinkler system. Check with the local building official for specific jurisdictional requirements. (d) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 5-2018,2015 AND 2012 IRC FLOOR ASSEMBLY DETAILS ESR -1405 Most Widely Accepted and Trusted Page 11 of 13 '/2 -inch Gypsum Board Attached to Web (a) Floor sheothing r I..joist o _....._ 11/2" gypsum board Fastener Installation Requirements at Web Holes I-(oist web `. h (DR 1,x`2" gypsum board I -joist web For SI: 1 inch = 25.4 mm (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4 of this report. Maximum 24 inches on center spacing. Minimum flange size of 11/2 inches thick x 2 inches wide. Minimum web thickness of % inch. Adhesives used shall be as described in the quality manual approved by APA. At hole location, fasteners shall be installed 1 inch from the edge of the gypsum board. (C) 1/2 -inch gypsum board: Materials (entire length of ]-joist) in accordance with 2018, 2015 and 2012 IRC Section R702.3.1 (not required to be finished with tape and joint compound). Fasteners: Minimum 1 -inch screws (Type W or Type S) or nails installed 1 inch from edges and 16 inches on center, top and bottom. Fasteners may be staggered from top to bottom. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 6—FIRE PROTECTION: %-INCH GYPSUM BOARD DIRECTLY ATTACHED TO WEB '/2 -inch Gypsum Board Attached to Sides of Flange (al Floor sheathing ... 5 1-. L1`r,u aist, 1%2"gypsun-board Fastener _..__........: Installation Requirements at Web Holes For SI: 1 inch = 25.4 mm (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1'/8 inches thick x 13/4 inches wide. Minimum web thickness of 3/a inch. Adhesives used shall be as described in the quality manual approved by APA. At hole location, fasteners shall be installed % inch from the edge and 1 inch from the end of the gypsum board. Maximum fastener spacing shall be no more than 8 inches on gypsum board above and below the hole. (C) 1/2 -inch gypsum board: Materials (entire length of I -joist) in accordance with 2018, 2015 and 2012 IRC Section R702.3.1 (not required to be finished with tape and joint compound). Fasteners: Minimum 1 -inch screws (Type W or Type S) or nails installed 112 inch from edges and 1 inch from ends, and 16 inches on center, top and bottom. Fasteners may be staggered from top to bottom. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 7—FIRE PROTECTION:'/2-INCH GYPSUM BOARD DIRECTLY ATTACHED TO SIDES OF FLANGE ESR -1405 I Most Widely Accepted and Trusted Page 12 of 13 For SI: 1 inch = 25.4 mm (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 11/8 inches thick x 2 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) Mineral wool batt insulation: Minimum 2.5 Ib/ft3 (nominal) and 3 -inch -thick mineral wool batt insulation made of rock or furnace slag (ASTM C665 Type 1 compliant) installed as shown with insulation stay wire supports spaced no more than 24 inches apart and no more than 4 inches from ends of batts. Use minimum of 15'/4 -inch-, 18'/2-, and 23 -inch -wide insulaton batt when I -joist spacing is 16 inches, 19.2 inches and 24 inches on center, respectively. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 8—FIRE PROTECTION: MINERAL WOOL INSULATION '/2 -inch Gypsum Board tat Joist spacing (in.) 12 16 19.2 112" gypsum board Required length for gypsum boards (in.) 11-1 r8 + 1/8 15-1/8 ± 1/8 18-1/4 ± 1/8 Note: Gypsum board lengths shown above provide of least lr4` bearing on the top of the bottom flange in each 1 -joist as installed. For SI: 1 inch = 25.4 mm (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4.0 of this report. Maximum 19.2 inches on center spacing. Minimum flange size of 11/8 inches thick x 2 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1 -layer of gypsum board complying to ASTM C1396 provisions for gypsum wallboards, installed on the top of the bottom flange. Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of 5/16 inch between the edge of the gypsum and the I -joist web shall be permiited. Note: Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 9—FIRE PROTECTION: '/2 -INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE ESR -1405 I Most Widely Accepted and Trusted Page 13 of 13 5/8 -inch Gypsum Board(') Floor sheathing I -joist 0 5/8" gypsum board Joist spacing (in.) Required length for gypsum boards (in.) 12 11-1/8 ± 1/8 16 15-1/8 ± 1/8 19.2 18-1/4 ± 1/8 .. 24 23-1/8 ± 1/8 Note: Gypsum board lengths shown above provide at least 1/4' bearing on the top of the bottom flange in each 1 -joist as installed. For SI: 1 inch = 25.4 mm (A) Floor sheathing: Materials and installation in accordance with 2018, 2015 and 2012 IRC Section R503. (B) I -joist: Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1'/e inches thick x 2 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described in the quality manual approved by APA. (C) 1 -layer of'/8-inch-thick gypsum board complying to ASTM C1396 provisions for gypsum wallboards, installed on the top of the bottom flange. Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of s/16 inch between the edge of the gypsum and the 1 -joist web shall be permiited. Note: (a) Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. FIGURE 10—FIRE PROTECTION: 5/8 -INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE 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: t) Oc� t— Job Address:.3L( -7-& Ci c Permit Number: i �Cy ❑ No one available for inspection: Time i': `,' AM/PM Re -Inspection required: Yes I�I� When corrections have been made, call for re -inspection at 303-234-5933 Gid r Date: ! 1 2 Inspector: ,6 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: vi U� Job Address: C{`7 �% C - Permit Number: , C) 16 O U ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date.) 01 " Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division 3, (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (Do Job Address: C.� n C �' Permit Number: C- d, ❑ No one available for inspection: Time - _E; AM/PM Re -Inspection required: Yes fN When corrections have been made, call for re -inspection at 303-234-5933 Date: -) A 0a. u Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 16 (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ons ❑ No one available for inspecti,i Re -Inspection required: YOS No When corrections have been made;call for re -inspection at 303-234-5933 Date: ?° Z.o Inspector: ``;; DO NOT REMOVE THIS NOTICE City of ��1heat jj, dg,C `IMUNITY DINELOPMENT FOR OFFICE USE ONLY Approved by: /A' L �—A-- Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 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: 1/30/2020 PERMIT# 201902694 ADDRESS: 3478 Chase St. LOT 5&6 , BLOCK 7 , Columbia Heights SUBDIVISION 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: 20.3' REAR: 56.0' SIDE: 7.2' SIDE: 7.2' If in the floodplain, the MINIMUM ELEVATION is determined to be: n/a (NAVD88). The above measurements have been determined on the following location: (Check only one): X Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print David L. Swanson n,,t, 1/30/2020 Rev 11118 V m' � O 7Q3 settwc� measarea I rebw rn�� a ap pls 2?D4B s{ts Dand!mark EXHIBIT 7�' se:bock measured )(;syS3gI NOTICE TO SURVEYOR: G' rObadr --d ,. seN�ock J NTS 1. Elevations shall be shown for ALL foundation comers. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. City of W heat�i'dge C..OMMI NI -Y ©FVELOPMENT FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 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: 1/30/2020 PERMIT# 201902694 ADDRESS: 3478 Chase St. LOT 5&6 , BLOCK 7 , Columbia Heights SUBDIVISION 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: 20.3' REAR: 56.0' SIDE: 7.2' SIDE. 7.2' If in the floodplain, the MINIMUM ELEVATION is determined to be: n/a (NAVD88). The above measurements have been determined on the following location: (Check only one): X Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are identified on the attached exhibit. Signed Print Rev 11118 29.3" -tt—* —'ed 29J4R E EXHIBIT F_ __. ____ _ _-vu' .... — __ a'7syS3.8t NOTICE TO SURVEYOR: 5" se'ba;,f SE.O" eatbcUr maosu..od ' serbacK NTS found fay pfs 2904 1. Elevations shall be shown for ALL foundation corners. 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. S. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ® (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION NOTICE ) tr ❑ No one available for -inspection: -Time I . -�O AM/PM Re -Inspection required: )(s No When corrections have been made, call for re -inspection at 303-234-5933 Date:_1 ' �G `. Inspector: ®O NOT REMOVE THIS NOTICE It, � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:. l) I c ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: f - ?-2 41 Inspector: L -D, DO NOT REMOVE THIS NOTICE (� Cl 1 4 DL Engineering Inc. Structural / Civil Engineering 720-440-9450 www.dlengineer.com 1/29/2020 Jay Noga RE: Job # 2019-6835 3478 Chase Street Wheat Ridge, CO 80212 DL Engineering Inc. reviewed the progress of construction for the subject project. The following is a summary of the observations made: • 1/29/2020 — Footing— The footing forming and reinforcing were observed. The rebar was lapped where it was not continuous. The footing placement and reinforcing was found to be in general compliance with the approved plans. • 1/29/2020 — UFER — A #4 bar extended out of the wall for electrical grounding purposes, this rebar was tied to the lowest piece of horizontal rebar in the wall. This was located in the north wall toward the east end. • 1/29/2020 — Foundation wall — The wall forming and reinforcing were observed. The rebar was lapped where it was not continuous. The wall placement and reinforcing was found to be in general compliance with the approved plans. The void form was installed below the foundation wall per the construction drawings. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, PE r tpo- 532 i 2 City of Wheat I�dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a�ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # U--f-g716 'Q Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: -?(/C'(', % V q- Property Owner (please print): `�� -- ✓�— /� �f l``'' Phone: Property Owner Email:_�'-- Mailing Address: (if different than property address) Address: J-6 2 3 — c- ,�-,— City, State, Zip: 64` , / (- v f'cx'>v z_ Submitting Com ag_ny: <<' Contact Person: Phone: 30 Contractor: C.,4/7--- ' ey C -e -J, Contractors City License #: /6/0 Z c f Phone: Contractor E-mail Address: Q--, c� Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: / 1/7 Pule— L, Icx-- wuI �;�44- Sq. FULF Amps Btu's Squares Gallons Other Pv r Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ .0,00 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 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: y( E CO�VTRTC%OR)or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Ju �/� �Y ✓ ` _ PRINT NAME:i � SIGNATURE: DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS. Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 5 - Job Address: 4 A Permit Number: F ❑ No one available for inspection: Time AM/PM Re -Inspection required: Ye§ No When corrections have been made, call for re -inspection at 303 -234- Date: - 03 -234 -Date: I U� i+ `/� Inspector: �Ii DO NOT REMOVE THIS NOTICE e ® A s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Q� ❑ 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 Date Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE1- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _ 'n' Job Address: -3,4 - (_ � - Permit Number: U t 1, h It t<< r LINo one available for inspection: Time r' AM/PM Re -Inspection required: Yes N9.,) When corrections have been made, call for re -inspection at 303-234-5933 Date: t . �a'i� Inspector: i DO NOT REMOVE THIS NOTICE . � 4 � City of Wheat Ridge _ "Fq Single Family - New PERMIT - 201902694 PERMIT NO: 201902694 ISSUED: 01/15/2020 JOB ADDRESS; 3478 Chase St EXPIRES: 01/14/2021 JOB DESCRIPTION: New single family home, 3 stories, 4 bedrooms, 3.5 bathroom. *** COMMENTS *** *** 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. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. 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. Prior to issuance of a CO, 1 tree shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. Landscaping removed or damaged during construction must be replaced prior to final Square footage: 3,080 *** CONTACTS *** OWNER (303)506-2048 PORCH SWING REAL ESTATE GC (303)250-8008 SEBASTIAN JAY NOGA 140224 NOGA CONSTRUCTION SERVICES LLC SUB (720)244-2372 STEVE GILBERT 120005 SKS ELECTRIC SUB (303)263-1005 BRENDAN O'BRIEN 190027 BRENDAN'S PLUMBING SUB (720)329-8552 MIKE LAMB 090239 LAMB HEATING & A/C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 311,141.00 FEES Total Valuation 0.00 Plan Review Fee 1,624.64 Use Tax 6,533.96 Permit Fee 2,499.45 Engin. Review Fee 150.00 Sidewalk Comm Develo 3,412.65 ** TOTAL ** 14,220.70 *** COMMENTS *** *** 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. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey or Improvement Survey Plat shall be submitted to the City. 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. Prior to issuance of a CO, 1 tree shall be planted within the front setback. In addition, no less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. 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 1250 of the cost of the installation shall be required. 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 perorm�e+dand 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 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of aermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cgge.Qr any ordinalcf 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. t itv of t i gc Building & inspection Services 7500',,':'. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 _ rmitsQci.wheatridge.co..us FOR OFFICE USE ONLY Date: an Review. &Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** rroperty Address: > -7 C %Q `_J Property Owner !please printf_ /�� �c.�c�✓/�!✓c ✓yam Phone: Property Owner Ernail:�z— Tenant 19ame (Commercial Projects Only) Proppei-ty tvi<wner Mailing Address: (if different Iffian property address) iX, i}�ai8., Zip: �L—�7-20_Y`70—Ty1 Architect/Engineer E-rnaii:r�' ('10 614- qlG` , 6,0, Phone:_ fv c� dl Contractor Marne: 7" Ci Vileat F;idje L iCC-nse'4: _ � k 0 Z Phone: J'2 c �Cca� Cc^r+to ac'lor E-mail'Address:_ ��C11�c7 _ `' s Aw� ` or ;dart Review Questions &: Comments (please print): Phone: -- 2,r� _eoo f 07 -- CO!ITACT ElIVIAll-l'olease print;:�.�( t t 1 c0 L- 7 5oet , Contractors a`l"! ust pro i�;c t,jAlh :34 Rklge License No Signed Subcontractor Authonzation form: cu;'ctri:;ai: r'i,-mbing: Mech.-micas: � .R City License, i �.n�.tt. ci:v 1 ice; -'s-- 4 W.P. Ciiy L„^.BnSe # Other City Licensed Sub: Other City Licensed Sub: r.i'_v i._icense City License! [J—COMMERCIAL 2 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. JIrk��� /v_/ J'J l-e�/�y P Pzd dem Sq. Ft./LF 30YO c�.�� 11_ BTUs 5J-0 0 (_� Gallons t ` Amps � Squares For Solar: -- KW # of Panels --Requires Structural For Commercial Projects Only: Occupancy Type: �'J .�{� Construction Type: Occupancy Load: s,�% Square Footage: ? Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 2 �Ooc�v OWNER/CONTRACTOR SIGNATURE OF' UNDERSTANDING ANP AGREENIE.NT I hereby certify that the setback distances proposed by this hermit application are accurate and do not violate applicable ordinances, rules or regulations of th, City of Wheat Ridge or covenant~, 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 frill responsibility for con-,pliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that T am the legal owner or have been authorized by die legal owner of die property to perform the described work and am also authorized by the legal owner of any entir included on this application to lis: that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. (WIE ONE: Oil NF.It) j(C(Qi�JTR.,ICT R) or (AUTHORIZED R,EPRF.SENTATIVE) oJ' (OW.'VER) (CONTRACTOR) S�nature (first and last name): –d _ _ DATE: ` Printed Name: S'-7 ZONING COMMMENTS: \ r ,> / 2 O C Reviewer:_ e _ 300 Sri BUILDING DEP ENT COMM NTS: Reviewer: 1 /l y (LOZJ OCCUPANCY CLASSIFICATION: –23 CONSTRUCTION TYPE: V PUBLIC WORKS COMMENTS: �e. 60Nf>lTl014s OF APPROVAL_rp c�I--E pLpt4 , Reviewer: _-�Ii___ / 1/10120 Arp'v. Building Division Valuation: ! I* `A4 -• City of W h6 ati e COMMUN iTY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: sLi�-� LL't kk J �- General Contractor: kjo yw FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION 1�ft C� C� r; 2 �" �nt/ry Company Name: � <� C_ _ Contact Phone #: �. � �, ' Wheat Ridge Contractor License #: /�- 00 5 (required field) State License #:a c)J V Master License #: 3o/j 6 Printed P Authorized Agent uthorized Agent Date miry or Wh6atp,.dge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: -R- 6 G�a6c, 5fd General Contractor: (v (HCl o�,, FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION 6 f % Company Name: &C� C�Vi�� l%li'l� ontact Phone #: G ~ CLQ®� Wheat Ridge Contractor License #: I r 00 (required field) State License #: pCoon la / 3— Master License #: M Poo I R�1 3 0 aAnC � `Px i e,0 Printed Name of Authorized Agent Signature of Authorized Agent Da e City of Wh6at,-Cl9 e COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: 1,1p7, —, j �4a--u� FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: LContact Phone #: Wheat Ridge Contractor License #: (required field) ?I E16 Lv- a- v t, 14: 5 2 Pri a Name of Authorized Agent Signature of Authorized Agent Date City of W heat j�idge COMMUNITY DEVELOPMENT CONDITIONS OF APPROVAL Address: 3478 Chase Street Permit Number: 201902694 Approval of this building permit is subject to the following conditions and notes: • Public improvements are required for this project and consist of curb, gutter and five-foot sidewalk. As sidewalk does not exist on either side of the frontage, Engineering recommends fee in lieu of construction. The fee is based on the linear frontage of the lot and the prevailing cost of curb, gutter and sidewalk as determined by Community Development - Engineering division. See the attached Fee Calculation Worksheet. • For any work in the public right-of-way, a Right -of -Way Construction Permit shall be required prior to the commencement of construction. Contact Community Development - Engineering division 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. • Provide drainage swale along the north property as detailed on the red -lined Site Plan. Re: Site Plan redlines for additional information. MVN 1/10/20 Page 1 of 1 City of SINGLE I'AM�ILY/DUP.LEX i.� eat� e B •%' ' t� t c WORKS BUILDING PERMIT APPLIC',4T _IONREVIEW Date: /c2 2�22,�) Location: 3¢78 S� ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a LV /-1cm /= located at the above referenced address. Please note the comments checked below. 1. I/ Drainage: a. Drainage Letter & Plan required: Yes No b. Site drainage/grading plan have been reviewed and are: ZOK refer 2. f -/Public Improvements required & to be completed with project: a. street paving/patching: — Yes No b. curb &gutter: — Yes No c. sidewalk: _ Yes No d. Other (specify): Yes _ No For items not constructed, the amount of funds taken in lieu of construction to stipulations. Completed Completed Completed Completed 3. Does all existing roadway/alley R.O.W. meet the standards of the City:Yes No If not, what is required? 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. / lD D Signature Mark Van Nattan D ,at 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not C approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. Stipulations:r�rr 7. A Grading Certification Letter from the Engineer -of -Record accompanied by an Improvement Location Certificate (ILC) shall be required prior to the issuance of the Certificate of Occupancy. 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 FEE CALCULATION WORKSHEET MPorch Swing Real Estate Residence Date: 3478 Chase Street Item Description Quantity Unit Unit Cost Item Cost CURB, GUTTER AND SIDEWALK - S'Attached 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 Chase Street Frontage Length 1 50.0 1LF TOTAL- Curb, Gutter and Sidewalk $ 3,412.65 Fee Calculation - 3478 Chase St.xlsx t E� City of WheatRid ge PUBLIC 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 --r 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 www6wheatridge.co.us Rev 2/08 ON of y Wh6atRidgre City of Wheat Ridge Municipal Building 7500 W. 29h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Location of Construction: 34-7-43 cw4ASI �T Purpose of Construction: Mr= 1N Single Family _/ Commercial Multi -Family Development Review ProcessingFee: ................................................ $100.00 $ Y 00 O� (Required of all projects for document processing) Single Family Residence/Duplex Review Fee• ..................................... $50.00 s-50,00 Commercial/Multi-Family Review Fees: o Review of existing or minimal technical documents: ........................ $200.00 $ o Initial review' of technical civil engineering documents (Fee includes reviews of the l" and 2nd submittals): .......................... $600.00 $ c Trak Impact Study Review Fee: (Fee includes reviews of the I' and 2nd submittals): .......................... $500.00 $ Trip Generation Study Review Fee: .................................................. $200.00 $-- O & M Manual Review & SMA Recording Fee ................................ $100.00 $ ' Each Application will be reviewed by staff once and retuned 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: o Resubmittal Fees: 3'd submittal (% initial review fee): .................................................... $300.00 $ 4d' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: ................................................................. $600.00 (Full initial review fee) $ 'T'O'TAL, REVIEW 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. w%A 1%.6.4N hentf idee.co US Ra., ton, Rev. 09/2017 RESIDENTIAL Building Permit — Plan Review Worksheet Address: 3 4TT cke, �,C_ S4 Zoning: �� Lot Size: G , 2 �- O sq. ft. Lot Width: S d ft. N Property in the flood plain? If yes, notify PW Floodpla' Administrator and add surveying condition FLD Subdivision: %ms Any conflict? (Y/N) IQ Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage:Ity % 2 416 sq. ft. Improvements (footprints): Shed: Detached garage: Other: sq. ft. sq. ft. sq ft. sq. ft. Proposed Improvements (footprints): House/addition: , 6" sq. ft. Shed: sq. ft Detached Garage: Other: sq. ft. sq. ft. Total Existing q. ft Proposed+Existingk r67-'� + 6-7-1 sq. ft Lot Coverage 1 p ,1-S % Lot Coverage 51 !;;!= % Required Setbacks: FR 1-0 S 5 S R S Provided Setbacks: FR 2 y ` S -7 'Z S '5' $ r. R _6 KAVJ T. For additions or new construction, is the structure within 2 feet of minimum setbacks? °%S If yes, add surveying condition FND. Maximum Height:_ ft. Maximu sq. ft. Proposed Height: '3l ft. Proposed Size: ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides (Y/N): FR S 1 S Y R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions "Does the permit result in a new dwelling unit (new structure or conversion from non -res use)?� F fi yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Na f Q ?Rj k'15 �� C�( � t of� J,C.✓� Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? onstruction of new roads ❑ Platting of new lots New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... i_n For SF/DUPLEX—Is there existing Curb Gutter E35 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. 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 Conditions (apply to all new driveways, garages, additions, or new homes/units) N 1A ❑ 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. l ❑ 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. N ❑ 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 are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. Land caping Conditions (apply to additions and new dwelling units) For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot width of driveway 6 / 70 = (round up for required trees) Street trees required: _ Street trees provided: U&1 M+ j ZS (V_CTlV, 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. l 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 PIA ❑ Not approved as an independent dwelling unit. ,,,� c,�..�{ cer v4 . Lb( City of Wheat R�ijge CrTY OF WHEAT RIDGE BUILDING AND INSPECTION SEItvICES DIVISION 7500 W 29th Ave Wheat Ridge, Co 90033-800) p. 3031351855.f 303.2371929 Proof of Submission for Permiffing/Plan Review (Water and Sanitation only) A copy of this form must be comileted b4 eacki g!ajer g ONMUMMUM-1010 0.1144 buum's'ailOn wKnOul a cOm 10100 I -MOT OY:5ubmisslon form from a required agency will not be accepted or processed. 2- — - -1/ � 6 Date: 1'2 Project Address: Name of Firm/Individual submitting documents: Y, Proiect Type/Description:>t1 t o-- �7 "l Ll Signature of Firm Representative or Individual-, am a duly authorized representative of the agency wdicated below —and do, Fy my —sispature below " hereby ack`ncwledq,-�- f,*.r ?-dvlar�y and- �prova�o the project indicated above. , "Rkg Agen4;y represyntiW: (mease check ww) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: t Signature: M] Wheat Ridge Sanitation L)jstrict Clear Creek Sanitation District * Fruildale SanRaWn District * Westridge Sanitation District * Other ,/j,4. J- 'e. J> -C 5 0�,,, '>,t IAPAPEP—����� January 2, 2020 Jay Noga 303-250-8008 Email: jay@nogaconstruction.com Re: Wheat Ridge Sanitation District — 3478 Chase St Martin/Martin, Inc Project No.: 17.0633 Dear Mr. Noga, 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 plan received January 2, 2020, concerning a proposed new 3 -story house at the above referenced address. A phone conversation with the developer occurred on January 6, 2020 and the developer stated that there will be no sump pump discharging to the sanitary sewer. 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: • 6 -inch mainline running south to north, east of the referenced property within the alley behind the house. 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) and potential conflicting utilities, to verify if service and gravity flow is feasible or if a private individual sewage ejector (lift station) is required. If pumping is required submission of the pump system and a flow study will be required to be submitted to the District. 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. 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 Title 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 Title 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. Costs All costs involved are to be deposited in advance— engineering, reviews, design, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware of the following: All fees are due prior to connection. MARTIN/MARTIN, INC. :Wr o As Wheat Ridge Sanitation District — 3478 Chase St January 2, 2020 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 .OF' COZO \(1876 */ Colorado Department of Public Health and. Environment DEMOLITION NOTIFICATION APPLICATION FORM APPLICATION FEE MUST ACCOMPANY THIS FORM INCOMPLETE APPLICATIONS WILL BE RETURNED (Notice will be mailed to the demolition contractor unless specified otherwise) Fee: $50 + $5 per 1000 ft2 of area to be demolished = $ 60 (See instruction #1 on reverse side) Company Name: Nova Construction Services, LLC Street: o 5633 Tabor Ct +- City: State Zip Code cc Arvada _ Co 80002 C Telephone # Fax # U (303 ) 250-8008 �.0--- -- ---- - ---- Protect Manager 1 Cell Phone # = I Jay Noga (303) 250-8008 4/ I certify that the Certified Asbestos Building Inspector has informed me about any remaining asbestos -containing materials in the facility to be demolished. w r------ Signature—Print Name: I _ i Sebastian Jay Noga j Landfill Receiving Building Debris: I m N c 0 O E d in Building Name: footage of footprint Wheat Ri Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 303-782-0278 j Asbestos@state.co.us I 3478 Chase St acility or portion of facility to be )729 3478 Chase st Jefferson 'oposed Completion Date Method/Means of Demolition: i t ❑ Wrecking ❑ Burning ❑ Implosion ❑ Moving x❑ Other. soecify: All demolition will be done by hand as this is only one story house tBurning requires additional authorization - Please call (303) 692-3137 and ask. to speak to the Open Burninq Permit Coordinator I General Abatement Contractor (GAC) `� Owner's Name: �.°7 3 r—a."�'- c Porch Saving Real Estate Investments, LLC G M CDPHE Asbestos Permit # Total Quantity of Asbestos Removed Street: 1 �4 5633 Tabor Ct ' lar eq O s \ N J� Date Removal Completed Telephone # C City State: ; Zip Code i 7 Arvada( -1 CO _8002 ' vpe(s) of Asbestus -Containing Matulal Removed: r ro f Contact's Name: Telephone # fir' c!'lJ� .5i 1% Molli Noga (303)506-2048 x •e?. -,K VViti^I my signature below, I certify that i possess current AHERA accreditation and state of Colorado certificatio,7 as a an As.bestos Building Inspector. I also certify that ! have thoroughly inspected the facility to be demolished, as listed a In 1.1l`-= Cannu;iition Site block above, sampled all suspect materials, had all samples ana!y'zed for the presence of ' asbestos by a NVLAF-accredited laboratory, and have determined that no Regulated ACM exists anywhefe in trlr facility.* I also certify that I have informed the owner/operator of the facility o. the demolition contractor that any asbestcs-containing materiai allowed tc stay in the `aciiity must remain nen-friable during demolition. Specify typic'(.:; U ; of ACM remaining, below: (check appropriate boxles0- r. .� Vinyl asbestos flexr the (VAT) ❑ VAT mastic ❑ Tac/asphalt Impregnated roofing ❑ Asphaltic pipe coatings ,s ❑ Sprci �-aDplied tar coatin s ❑ Caulking [ � Glazing - Other, s eci� i —� _ ---------�— - -- - -_-- --i n g El p - - ---- ---- - ---- - - -- _... -- - 6: Signature: (in Blue Ink) N lr rf rated Name. - Da -e of Fin hisocrtiolt -� --- --- - ' CO Cer # FxplraUon Cate Telephone # Ceil Phone # , abs zizo ( ) (303)fSG Gid( �ti.rsLt77mti1]Ir— •' -••� I 1 verify that all refrigerants frorn air conciitioning/retrigeration appliances have been properly recovered in accordance with AQCC Reg uiatior Irs%otic.<n- 15 ;.or information on CFC lequiiements call 692-3100). 1 further verity that all luminous exit signs (containing radioactive material) have been a :disposed of in acco/dance with 6 CCR 1007-1 subpart 3.6.4.5 (for information on luminous exit sign requirements call 303-692-3320). aM CHECK THE APPROPRIATE BOX: 0 Y Building Owner Contractor Other Z � � , ❑ Date �-- Signature'� Print Name c9 ; Sebastian lay NO�ga tI This Box 1s Fc*, CDPHE USE ONLY: Postmark or Hand Delivery Date: - i -- -- ry --_— i Aper �.., ��. Code. ❑ initial -310 ❑ transfer -380 Form of Payment & #: ---- - Penn+- ` ---- -----i Record # j Date Issued: egulated asbestos -containing materials rnaans (a) fnqt�'<; material. fhl Catenory I nonfriable AGM that has become fnabla, (c} trate<�tary, � nonrriabie ACM that will be or has been subtec+.ed tc s�:erring: grinclnq, cut;ink, br hrading or (d) C teGory 11 nonfriable ACM that has a high o,ubabili y of he rjmiilg or has become Clumb!ed pc;!Vefizr c, Cl adduce j to pcvrder ray the forces ex; ected to act on the materiai in the course of or renovation operations regulated by this legui:iticr: !vete: Asbestos -containing sheet vinyl and linoleum must be properly a�,ated/rernoved prior to demolition. keV III/ 0AIS OF\� 1876``s **� olorado Department of Public Health and Environment DEMOLITION NOTIFICATION APPLICATION FORM APPLICATION FEE MUST ACCOMPANY THIS FORM INCOMPLETE APPLICATIONS WILL BE RETURNED (Notice will be mailed to the demolition contractor unless specified otherwise) Fee: $50 + $5 per 1000 ft2 of area to be demolished = $ 60 (See instruction #1 on reverse side) Nova Construction Services, LLC o Street: 5633 Tabor Ct +� I City: State Zip Code Arvada Co 80002 w 0 Telephone # Fax # 250-8008 N (303) O -- --- - ----- Project Manager: 1 Cell Phone # o .2 Jay Noga (303) 250-8008 = o _ ........................._......................... I certify that the Certified Asbestos Building Inspector has informed me E about any remaining asbestos -containing materials in the facility to be Cl demolished. A Signature. Print Name: Sebastian Jay Noga I. I --- — Landfill Receiving Building Debris: City: Wheat Rid Proposed Start Date Submit form to: Permit Coordinator Colorado Dept. of Public Health and Environment APCD-IE-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 I Phone: 303-692-3100 j Fax: 303-782-0278 j Asbestos@state.co.us _3478 Chase St of facility or portion of t 1729 3478 Chase st Method/Means of Demolition: Jefferson oposed Completion Date I t ❑ Wrecking ❑ Burning ❑ Implosion ❑ Moving x❑ Other, soecify: All demolition will be done by hand as this is only one story hOLISc t Burning requires additional authorization - Please call (303) 692-3100 aril asp to speak to the Open Burninq Permit Coordinator General Abatement (Contractor (GAC) Owner's Name: A, r- i+1�i �#l�IE,S - t i� = Porch Swing Real Estate Investments, LLC _ ^ti CDPHE Asbestos Permit # Total Quantity of Asbestos Removed Street: 5633 _Tabor Ct Date Removal Com plete- Telephone # City* St to_ Zip C_o_de 3 8>Co 800 Arvada 2 4tw - vpe s) of Asbestos -Containing Material Removed: r !b f Contact's Name: Telephone # >'?t�� �a lei J?t�Youtb a�Tu g ✓a,i Molli Noga1 (303)506-2048 l 1!0tin my signature below, I certify that i possess current AHERA accreditation and state of Colorado certification as an Asbestos Building Inspector. I also certify that I have thorot.lghly inspected the facility to be demo;ished, as liste:o in the "ernolition Site block above:, sampled all suspect materials, had all samples ara!yzed for the presence of asbestos by a NVLAF-accredited laboratory, and have determined that no Regulated ACM exists anywhere in facility.* I also certify that I have informed the owner/operator of the facility or the dernol;tion contractor that any �, • asbestos -containing material ailowed to stay in the facility must retrain non -friable during demolition. Specify typE( , s of ACM remaining, below: (check appropriate hox(es ):. a 01 t) a r r-, Vinyl asbestos floor the (VAT) ❑ 1/AT mastic ❑ Tar/asphalt Impregnated roofing ❑ Asphaltic pipe coatinu ❑ - --S-p—�p lied tar coatings ❑ Caulking � Other, specify- pGlaz 8-9nature: (in Blue ink) Printed Name. — Date of Fin'nspection i CO Cee, # F.xpirafior. Cate Telephone # Cell Phone # �ol2i�q 1`�ao� zlzo ( ) (303)9SG 610� 1 verify that all refrigerants from air conoition;ng/retngerat;on appliances have been properly recovered in accordance with AQCC Regulation No.15 (for information on CFC ree;uirements call 692-3100). 1 further verity that all luminous exit signs (containing radioactive material) have been disposed of in accordance with 6 CCR 1007-1 subpart 3.6.4..:1 (far information on luminous exit sign requirements call 303-692-3320). ' SS CHECK THE APPROPRIATE BOX: i Q _ - - — -- ---- - - i 5 X Building Owner Contractor i' I t ❑ Other Date. �2 signature: o Print Name: i r Sebastian Jay Noga �.:__. �..—tea•_ ,,,. v..n - .. ., - ,.: ., �;::.�,.. ' Tilts Box 1S FoR CDPHE USE (ONLY: Postmark or Hand Delivery Date: -- -- i Appr ! ,r — _--- Code_ ❑ initial -310 ❑ transfer -380 i Record # I Date Issued: Form of Payment & #: I f�errri t ;4,:_ --- — I --- ----- -- Regulated asbestos -containing rnpterials means (F) material. (b) Category I nonfriable AGM that has become friabla, (c) c�.! nonrriable ACM that will be or has been subje=ted rc sanring; grinM1mq, cut,ing, or abrading or (d) C.AtLogory 11 rionfriable ACM that has a high p,ubabi!i;y of he^omiilg or has become crumbled, pc;!veriztio, ct rducea to powder by the forces ex,ected to act on the materiai in the course of or renovation operations regulated by this iegui:itior': Note: Asbestos -containing sheet vinyl and linoleum must be properly A:ated/rernoved prior to demolition. Rev 0Ii30U08 4432 Wellington Road, rY Boulder, i Ph 303 956 a September 22, 2019 Jay Noga Noga Construction Services, LLC. 5633 Tabor Ct, Arvada, Co 80002 Dear Mr. Noga, collected bulk asbestos samples in the building located at 3478 Chase St., Wheat Ridge, CO 80212 on July 4, 2018 (see Figure 1). The samples were collected according to the Asbestos Hazard Emergency Response Act (AHERA) requirements for bulk asbestos sampling (certifications, Figures 2-4). Figures 5 and 6 show the sampling locations. They were selected to be representative of the homogeneous sampling areas with regard to the material present and its potential asbestos content. When 9 samples were collected, they were distributed evenly over the sampling area. When less than 9 samples were collected, a random sampling scheme was used to determine their location. delivered the bulk samples to Reservoirs Environmental (Denver, CO) for asbestos testing. The lab results are shown in Figures 7 through 23. Tables 1 and 2 summarize the laboratory test results. The standard for the presence of asbestos in bulk samples is 1 %. The materials that were sampled from the following locations did not contain asbestos: Bedroom Basement BedroomCeiling. 3. Basement Living Room 4 Floor Living Room g. 5. 1st Floor Dining Room Walls/Ceiling 6, 1 st Floor i • R 7. 1 st Floor Kitchen Walls/Ceiling. 8, 1st Floor Laundry Room Walls/Ceiling. 9. 1st Floor Study Walls/Ceiling. 10,1 st Floor Bedroom Floor. 11. 1st Floor Bathroom Cabinet. 12, Exterior Roofing. t wi not be necessary to follow an asbestos abatement/disposal protocol when disturbing these materials. However, the materials that were sampled from the following locations did contain asbestos: . 1 t Floor Bathroom Walls/Ceiling. 5. 1St Floor Laundry Room Floor. 2. 1St Floor Living Room Floor. 6. 1st Floor Bathroom Floor, 3, 1st Floor Dining Room Floor, 7, 1st Floor Stairway Tread. 4. 1st Floor Kitchen Floor. 8. Exterior Siding, It will be necessary to follow an asbestos abatement/disposal protocol when disturbing these materials. Septenzber 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 Quality Environmental Services Page 2 A physical inspection of the Attic revealed no Suspected Asbestos -Containing Building Materials (Figure 24). Suspected asbestos containing materials in locations other than those sampled should be assumed to contain asbestos unless testing confirms otherwise. Suspected asbestos containing materials that may be discovered behind or beneath those that were sampled should be assumed to contain asbestos unless testing confirms otherwise. Sincerely, Joe F. Boatman, PhD, QEP President Sepreniber 20, 2019 Quality Environmental Services 3478 Chase St., Wheat Ridge, CO 80212 Page 3 GENERAL ASBESTOS INSPECTION LIMITATIONS AND DISCLAIMER: Your inspector is a Certified Asbestos Inspector and may not be qualified as or acting as a lead-based paint inspector, a methamphetamine inspector, a mold inspector, a home inspector, a general contractor, a structural engineer, a synthetic stucco inspector, or a specialized leak detection expert. Do not depend on your asbestos inspector for any medical advice. That is the job of a medical specialist. If any illness is experienced that may be related to asbestos or other indoor environmental factors, a medical expert should be consulted. Unless arrangements were made and agreed to in written form and paid for, this is not an environmental investigation for conditions such as dust mites, roaches, pet allergens, viruses, bacteria, lead-based paint, mold, radon, voc's or any other environmental conditions. This is not a wood destroying organism or termite inspection for dry rot fungus or other fungus that causes wood decay. This is an asbestos inspection only. The inspector does not offer an opinion as to the advisability of the purchase or sale of property. The building materials tested and sampled during this standard asbestos inspection were tested and sampled according to the applicable State regulations for asbestos sampling. Each and every area of the property that contained Suspected Asbestos Containing Materials was not checked, except as required by State regulations. The inspector is not responsible or liable for the non -discovery of any asbestos containing building materials, lead-based paint, water damage, water problems, mold contamination, mold problems or other conditions of the subject property, or any other problems which may have developed or become more evident after the inspection and testing time and date. The inspector is not responsible for or liable for the non -discovery of any asbestos containing building materials, lead-based paint, water problems, mold contamination, or any other problems that were not discovered due to a lack of sampling in specific areas where sampling was not requested and paid for or where no readily visible clues existed that would have warranted sampling in those areas. Please note that the inspection and any testing performed as part of this work reflect the environment and structure only at the time and locations where these activities were undertaken. INTERIOR INSPECTION LIMITATIONS AND DISCLAIMER. Destructive or disruptive testing or assessment will be completed only as needed to gather the necessary samples. Any superficial damage that is caused by collecting the samples will be repaired by and at the expense of the Client. The inspector will not check any area that poses a safety threat to the inspector such as walking on roofs. The Client understands and agrees that inspection and testing can report only on problems that were present at the time of testing and inspection. The inspector cannot report on areas or locations in the building that were not been specifically inspected and tested. DISCLAIMER APPLICABLE TO CLIENTS. This work will be prepared under the constraints of time and scope, and it reflects a limited investigation and evaluation. Further analytical testing may be required to find additional hidden asbestos in areas not sampled or inspected. Additional inspections may be required to locate possible contamination from lead paint, methamphetamine, mold, and other environmental hazards. Removal of regulated materials must be conducted in accordance with federal, state, and local laws and regulations. These materials may require specific remediation/abatement protocols. The results of this analysis represent conditions only at the exact time and locations from where samples were taken. This report should not be relied on to represent conditions at any other location or date and does not imply that this property is free of asbestos in other areas. September 20, 2019 Quality Environmental Services 3478 Chase St., Wheat Ridge, CO 80212 Page 4 Table 1. Asbestos Test Results. Location --> 3478 Chase St., Wheat Ridge, CO 80212 09119/2019 Sample Location L (ft) W (ft) Area (sq ft) Sample # Func. Space # Ham. Area # Floor Room S1 1 1 Basement Bedroom Wall 45.34 8.00 363 S2 1 1 Basement Bedroom Wall 0 S3 1 1 Basement Bedroom Wall 0 S4 1 2 Basement Bedroom Ceiling 9.75 12.92 126 S5 1 2 Basement Bedroom Ceiling 0 S6 1 2 Basement Bedroom Ceiling 0 S7 2 3 Basement Living Room Wall 57.34 8.00 459 S8 2 3 Basement Living Room Wall 582 S9 2 3 Basement Living Room Wall 0 S10 3 4 1 Living Room Wall 58.18 10.00 582 S11 3 4 1 Living Room Ceiling 17.67 11.42 202 S12 3 4 1 Living Room Wall 0 S13 4 5 1 Dining Rm Wall 36.50 10.00 365 S14 4 5 1 Dining Rm Ceiling 10.00 8.25 83 S15 4 5 1 Dining Rm Wall 38.00 10.00 380 S16 5 6 1 Bedroom Wall 0 S17 5 6 1 Bedroom Wall 0 S18 5 6 1 Bedroom Ceiling 10.00 9.00 90 S19 6 7 1 Kitchen Wall 46.49 10.00 465 S20 6 7 1 Kitchen Wall 0 S21 6 7 1 Kitchen Ceiling 10.92 12.33 135 S22 7 8 1 Bathroom Wall 21.83 10.00 218 S23 7 8 1 Bathroom Wall 0 S24 7 8 1 Bathroom Ceiling 4.83 6.08 29 Type of Assessment Results Sample # Material Asbestos Asbestos Condition Potential AHERA Reason for Type % Disturbance Category Damage S1 White Paint/Tex None ND NA High NA Demolition S2 White Paint/Tex None ND NA High NA Demolition S3 White Paint/Tex None ND NA High NA Demolition S4 White Paint/Tex None ND NA High NA Demolition S5 White Paint/Tex None ND NA High NA Demolition S6 White Paint/Tex None ND NA High NA Demolition S7 White Paint/Tex None ND NA High NA Demolition S8 White Paint/Tex None ND NA High NA Demolition S9 White Paint/Tex None ND NA High NA Demolition S10 White Paint/Tex None ND NA High NA Demolition S11 White Paint/Tex None NDI NA High NA Demolition S12 White Paint/Tex None ND NA High NA Demolition S13 White Paint/Tex Chrysotile <0.25 Good Condition High 3 Demolition S14 White Paint/Tex Chrysotile <0.25 Good Condition High 3 Demolition S15 White Paint/Tex Chrysotile <0.25 Good Condition High 3 Demolition S16 White Paint/Tex None ND NA High NA Demolition S17 White Paint/Tex None ND NA High NA Demolition S18 White Paint/Tex Chrysotile <0.251 Good Condition High 3 Demolition S19 Green Paint/Tex None ND NA High NA Demolition S20 Green Paint/Tex None ND NA High NA Demolition S21 Green Paint/Tex None ND NA High NA Demolition S22 Brown Paint/Tex Chrysotile 3 Good Condition High 3 Demolition S23 Brown Paint/Tex Chrysotile 2 Good Condition High 3 Demolition S241 Brown Paint/Tex Chrysotile 1 2 Good Condition High 31 Demolition Seprenlher 20, 2019 Quality Environmental Services 3478 Chase St., Wheat Ridge, CO 80212 Page 5 Table 2. Asbestos Test Results (continued). Location --> 3478 Chase St., Wheat Ridge, CO 80212 0511912019 Sarnple Location L (ft) W (ft) Area (sq ftp Sarnple # Func. Space # Horn. Area ;# Floor Roam S25 8 9 1 Laundry Rm Wall 42.34 10.00 423 S26 8 9 1 Laundry Rm Wall 0 S271 8 9 1 Laundry Rm Ceiling 9.50 11.67 111 S28 9 10 1 Study Wall 38.68 0 S29 9 10 1 Study Wall 0 S30 9 10 1 Study Ceiling 11.67 7.67 90 MT1 3 11 1 Living Rm Floor 8.25 1.00 8 MT2 4 11 1 Dining Rm Floor 10.00 8.25 83 MT3 5 12 1 Bedroom Floor 10.001 1.00 10 MT4 6 13 1 Kitchen Floor 12.33 10.92 135 MT5 6 13 1 Kitchen Floor 0 MT6 8 14 1 Laundry Rm Floor 11.67 8.00 93 MT7 8 14 1 Laundry Rm Floor 0 MT8 7 15 1 Bathroom Floor 6.08 4.83 29 MT9 7 15 1 Bathroom Floor 0 MT101 7 16 1 Bathroom Cabinet 10.00 3.00 30 MT11 10 17 1 Stairway Tread 3.00 13.00 39 MT12 10 17 1 Stairway Tread 0 MT13 11 18 1 Exterior Siding 122.68 10.00 1227 MT14 11 18 1 Exterior Siding 0 MT15 12 19 1 Exterior Roofing 43.671 17.671 72 MT16 12 19 1 Exterior Roofing 0 Type of Assessment Results Sample # Material Asbestos Asbestos Condition Potential AHERA Reason for Type % Disturbance Category Darnage S25 White Paint/Tex None ND NA High NA Flood S26 White Paint/Tex None ND NA High NA Flood S27 White Paint/Tex None ND NA High NA Flood S28 Green Paint/Tex None NDI NA High I NA Flood S29 Yellow Paint/Tex None ND NA High NA Flood S30 White Paint/Tex None ND NA High NA Flood MT1 Brown Tile/Mastic Chrysotile 6 Good Condition High 4 Flood MT2 Brown Tile/Mastic Chrysotile 6 Good Condition High 4 Flood MT3 Brown Tile/Mastic None ND NA High NA Flood MT4 Tan Tile/Mastic Chrysotile 251 Good Condition High 1 4 Flood MT5 Tan Tile/Mastic Chrysotile 20 Good Condition High 4 Flood MT6 Beige Tile/Mastic Chrysotile 15 Good Condition High 4 Flood MT7 Beige Tile/Mastic Chrysotile 20 Good Condition High 4 Flood MT8 Gold Tile/Mastic Chrysotile 25 Good Condition High 4 Flood MT9 Gold Tile/Mastic Chrysotile 20 Good Condition High 4 Flood MT10 White Tile/Mastic None ND NA High NA Flood MT11 Gold Tile/Mastic Chrysotile 20 Good Condition High 4 Flood MT12 Gold Tile/Mastic Chrysotile 20 Good Condition High 4 Flood MT13 White Tile/Mastic Chrysotile 9 Good Condition High 4 Flood MT14 White Tile/Mastic Chrysotile 8 Good Condition High 4 Flood MT15 Gray Roofing None ND NA High NA Flood MT16 Gray Roofing None I NDI NAI High I NA Flood 1 September 20, 2019 Quality Environmental Services 3478 Chase St., Wheat Ridge, CO 80212 Page 6 This is the building located at 3478 Chase St., Wheat Ridge, CO 80212. --&NIIIIIIIIIIII September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 Quality Environmental Services Page 7 2. State of Colorado Asbestos Inspector Training Certification. September 20, 20/9 3478 Chase St., Wheat Ridge, CO 80212 Quality Environmental Services Page 8 3. State of Colorado Asbestos Consulting Certification. Sepremher 20, 2019 Quality Environmental Services 3478 Chase St., Wheat Ridge, CO 80212 Page 9 (if Public lld and I, vir(MITICrlr ESTO. CERTIFICATION* s.Y Po, • Joe F. Boatman Certification 'jai.: 1480' I he rGid:#i rt: IIwIIIS r.ffi''`.k, rid '1,t,.�7tc' CtxciiC'ol YY gg lie-ol'i�ron'eta.' Pa B, anal , �1, ,I, ,. ��,:��«� p�� �I)c w t e. Building Inspector* �d I ]""Ired: Jartuary 08, 2019 �Jair"i s Fvbruary 15, 2020 t �, i3ad=. s.-*.rtta ,ttN.F. s, <,,,;< sa.,d. sFc�•a.xr*xrzr�e u;�as .. f r �a £� a � �p •� r rr i:�, a� , �,€trxs c�'rfrjdr�iarx: � _ , SEAL 3 Y a 4. State of Colorado Certification. September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 Noga Construction (091919) 3478 Chase St., Wheat Ridge, CO, United States 80212 ` Statistics k Area: 1383 sq ft 2 Floors 2 Bedrooms 1 Bathroom N F S l ul W3w °�.'., _ .. r_..4..3 As„_,. 5. This is a Plan View showing the sampling locations. Quality Environmental Services Page 10 W ...................... ...._.__.... _1 1:101 Septenihei- 20, 20/9 3478 Chase St., Wheat Ridge, CO 80212 Statistics Area: 1383 sq ft 2 Floors 2 Bedrooms 1 Bathroom N W L S Quality Environmental Services Page 11 £`) -AUT r 2 6. This is a Plan View showing the sampling locations. T `�, i ° l:)) September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 Quality Environmental Services Page 12 Reservoirs Environmental. Inc Effective Apnl 2. 2018 Reservoirs Environmental OA Manual 0;\OAOC\Lab\Reservoirs Environmental OA Manual.d,, RMI II-AaReservoirs Environmental, InE7. IWO— September 21, 2019 Joe Boatman Quality Environmental Services 4432 Wellington Rd. Boulder CO 80301 Dear Customer, Subcontract Number: NA Laboratory Report: RES 445350-2 Project # / P.O. # None Given Project Description: 3478 Chase St., Wheatridge, CO 80212 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 445350-2 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'. 303-964-1986 F'. 303-477-4275 5801 Logan Street. Suite 100 Denver, CO 80216 Page 1 of 1 7. These are the asbestos test results. 1-866-RESI-ENV September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: quality Environmental Services Client Project Number / P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R-93/116 -Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 13 iND=None Detected ITR=Trace, �1 % Visual Estimate Trem/Act=Tre in 011te/Actin olne Client Sample Number L A Sub y Physical Part E Descri tion R p M) Asbestos Content Mineral Visual ;Estimate til Non Asbestos Fibrous Components M) Non - Fibrous Components (i) S1 A Off white texture w/ gray/multi-colored paint 13 ND 0 100 B White/tan drywall 87 ND 17 83 S2 A White texture w/ gray/multi-colored paint 30 NO 0 100 B White/tan drywall 70 NO 21 79 S3 A Offwhite texture w/ gray/multi-colored paint 15 ND 0 100 B White/tan drywall 35 ND 30 70 C White compound 50 NO 0 100 S4 A While texture wl offwhite paint 11 NO 0 100 B Pinkitan drywall 89 ND 16 84 S5 A White texture w/ off white paint 10 ND 0 100 B Light pinkftan drywall 90 NO 15 85 S6 A White texture w/ off white paint 7 ND 0 100 B Light pink/tan drywall 93 ND 17 83 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. 8. These are the asbestos test results. September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 1D18960 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number/ P.O.: None Given Client Project Description. 3478 Chase St., Wheatridge, CO 80212 Dale Samples Received: September 19, 2019 Method: EPA 600/R-93/116 - Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 14 e,oAo�Aaw„�,ase�,on �"�ra�oA Ma��a� doe ND=None DeteMad -E TR=Trace, <1% Visual Estimate (( Trsm /Act=Tremolite/Actinolite I....................................i Client Sample Number L A Sub Y Physical Part E Description R M) Asbestos Content MineralVisual Estimate Non Asbestos Fibrous Components Non - Fibrous Components S7 A White tape 10 ND 90 10 B White texture w/ white paint 12 ND 0 100 C White joint compound 18 ND 0 100 D Whiteltan drywall 60 ND 20 80 S8 A White texture w/white paint 7 ND 0 100 B Offwhite/lan drywall 93 ND 17 83 S9 A White texture w/ white paint 14 ND 0 100 B White tan drywall 86 ND 25 75 S10 A While plasterw/off white/multi-colored paint 50 ND 0 100 B Offwhile granular plaster 50 ND TR 100 S11 A White plaster w/ off white/multi-colored paint 45 NO 0 100 B Offwhfte granular plaster 55 NO TR 100 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. 9. These are the asbestos test results (continued). Septemher 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number / P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R-93/116 -Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 15 ND=None Detected 3 ,TR=Trace, <t°, Visual Estimate Trem/Act=Tremolite/Actinolite i__.,_......_ ....................... _..........._.......... Client Sample Number L AS"' Y Physical Part E Descdphon Asbestos Content Mineral Visual j Estimate Non Asbestos Fibrous Components Non - Fibrous Components S12 A White plasterw/ Dff white/multi-colored paint 17 ND 0 100 B Offwhite granular plaster 83 ND 1 99 S13 A Off white/multi-colored paint w/ white plaster 8 tan 40 ND 0 100 granular material B Off white granular plaster 60 Chrysotile TR 1 99 Point Count <0.25 S14 A White plasterw/ off white/multi-colored paint 8lan 6 ND 0 100 granular material B Tan/multi-colored fibrous material 34 NO 80 20 C Offwhite granular plaster 60 Chrysotile TR TR 100 Point Count <0.25 TEM Analysis recommended for organically bound material (i.e. Floor tile) if PLM results are <1%. 10. These are the asbestos test results (continued). September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number/ P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R-93/116 - Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 16 o,aA�Aa�e=e o,„e EF -1- A ND -None Detectetl TR=Trace. <1% Visual Estimate i 7rem/Act=Tremolite/Actinclite i Client Sample Number L A Sub Y Physical Part E Description R Asbestos Content Mineral Visual j Estimate Non Asbestos Fibrous Components Nan - Fibrous Components S15 A Offwhite granular plaster 40 Chrysotile TR TR 100 Point Count <0.25 B White plaster w/ off white/multi-colored paint & tan 60 ND 0 100 granular material S16 A Tan/multi-colored fibrous material 15 ND 80 20 B White plaster w/ off white/multi-colored paint & tan 30 ND 0 100 granular material C Light pink granular plaster 55 ND TR 100 S17 A Light pink granular plaster 45 ND 1 99 B White plaster w/ off white/multi-colored paint & tan 55 NO 0 100 granular material TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. 11. These are the asbestos test results (continued). September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number/ P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R-93/116 - Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 17 ene�, t" "' o,oA�LAe�eservo„sE111. - aA 11— - ND=Nona Detected i ,TR=Trace. 11% Visual Estimate j Tram/Act=Trem litte/Acti nclite Client Sample Number L A Sub Y Physical Pad E Description R M) Asbestos Content Mineral Visual Estimate 1%) Non Asbestos Fibrous Components (%) Non - Fibrous Components M) S18 A White granular plaster 35 Chrysotile TR 1 99 Point Count <0.25 B White plaster w/ off white/multi-colored paint 8 tan 65 ND 0 100 granular material S19 A While compound w/ gray/multi-colored paint 10 No 0 100 B Offwhile granular plaster 20 ND 1 99 C White plaster w/ off white/multi-colored paint 70 ND 0 100 S20 A White compound w/ off white/multi-colored paint 10 ND 0 100 B Light yellow/multi-colored paint w/ tan adhesive 25 ND 0 100 C Tan granular plaster w! green paint 65 ND 0 100 S21 A White compound w/ gray paint 3 ND 0 100 B While/multi-colored paint w/ tan adhesive 12 ND 0 100 C Tan granular plaster w/green paint 85 ND 0 100 TEM Analysis recommended for organically bound material (i.e. floortile) if PLM results are <1%. 12. These are the asbestos test results (continued). Septeniher 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number / P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R-93/116 - Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 18 ND=None Detectetl TR=Trace <t %Visual Estimate ,,u,, Client L Asbestos Content Nan No A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description ;Estimate Components R (%) (%) (%) S22 A White compound w/ gray/multi-colored paint 4 ND 0 100 B While/multi-colored paint 6 ND 0 100 C Tan compound 10 Chrysotile 3 0 97 D Offwhite/tan drywall 80 ND 28 72 S23 A White compound w/ gray/multi-colored paint 5 ND 0 100 B White/multi-colored paint 8 ND 0 100 C Tan compound 12 Chrysotile 2 0 98 D Tan fibrous material 75 ND 85 15 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. 13. These are the asbestos test results (continued). September- 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101696-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number / P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R-93/116 - Point Count, Bulk Turnaround Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 19 ND=None Detected ITR=Trace, 1111. Estimate Trem/Act=Tremolite/Actinolite E ............ ........................ ................--- .............. i Client Sample ...her L A Sub Y PhysicalPart E Description R Asbestos Content Mineral Visual ' Estimate Non Asbestos Fibrous Components Non - Fibrous Components S24 A Tan fibrous material 7 ND 85 15 B White tape 8 ND 90 10 C Tan joint compound 10 Chrysotile 2 0 98 D White compound w/ gray/multi-colored paint 20 ND 0 100 E White/multi-colored paint 25 ND 0 100 F Tan compound 30 Chrysotile 2 0 98 S25 A Gray/multi-colored paint w/ white compound 4 NO 0 100 B Whilettan drywall 96 ND 16 84 S26 A White compound w/ gray/multi-colored paint 17 ND 0 100 B Off white/tan drywall w/ off white/multi-colored paint 83 ND 30 70 627 A WhiteAan drywall w/ gray/multi-colored paint 100 ND 18 82 TEM Analysis recommended for organically hound material (i.e. floor tile) if PLM results are <1%. 14. These are the asbestos test results (continued). September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 18189M TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350.2 Client: Quality Environmental Services Client Project Number/ P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R -93/116 -Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 20 ND=None Detected § JTR=Trace, 11% Visual Estimate ITrem/Act=Tremolite/Actinolite j[ :....................................................................... Client Sample Number L ASub Y Physical Part E Description R (%) Asbestos Content Mineral Visual Estimate M) Non Asbestos Fibrous Components (%) Non - Fibrous Components (%) S28 A Green/mulli-colored paint w/ yellow granular material 15 ND 0 100 B Green/multi-colored paint w/ off white compound 15 ND 0 100 C Tan/off white drywall 70 ND 35 65 S29 A Yellow granular material w/ green/multi-colored paint 15 ND0 100 B Offwhlte/tan drywall w/ tan/multi-colored paint 85 ND 18 82 S30 A Yellow granular material w/ gray/multi-colored paint 9 ND 0 100 B Off white/tan drywall 91 ND 17 83 MT1 A Black adhesive 6 ND 0 100 B Brown/multi-colored floor tile 94 Chrysotile 6 0 94 MT2 A Black adhesive 3 ND 0 100 B Brown/multi-colored floor tile 97 1 Chrysotile 6 0 94 TEM Analysis recommended for organically bound material (i.e. flDortile) if PLM results are <1%. 15. These are the asbestos test results (continued). September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number / P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO BD212 Date Samples Received: September 19, 2019 Method: EPA 600/R-931116 - Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 21 ae— 11 2 2DId O A Manual.— ......................._........_._....__.__......_._..._. IND -None Detected j tTR-Trace, 1% Visual Estimate Trem/Act=Tremolite/Ach rciite .............."I', .",- ................. ...._.1......1...11_. Client sample Number L A Sub V Physical Part E Description R (%) Asbestos Content Mineral Visual : Estimate NonNon- Asbestos Fibrous Components Fibrous Components MT3 A Tan adhesive TR ND 0 100 B Tan/multi-colored sheet vinyl w/ black fibrous backing 100 ND 25 75 material MT4 A Silver paint 1 ND 0 100 B Tan adhesive 2 ND 0 100 C Tan/multi-colored sheet vinyl w/ off white fibrous backing 97 Chrysotile 25 5 70 material MT5 A Silver paint 2 NO 0 100 B Tan adhesive 3 NO 0 100 C Tan/multi-colored sheet vinyl w/ off white fibrous backing 95 Chrysotile 20 5 75 material TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. 16. These are the asbestos test results (continued). September 20, 20/9 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number/ P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R-93/116 - Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 22 t7{ND=None Detected €TR=Trace, 1% Visual Estimate .Trem/Act=Tremolite/Acvnalite ................. Client Sample L A Asbestos Content ............................ Non , Non - Number Sub Y Physical Part Mineral Visual Asbestos Fibrous Fibrous Components E Description Estimate Components MT6 A Tan adhesive 4 ND 0 100 B Tan fibrous material 7 ND 85 15 C Tan sheet vinyl w/ black fibrous backing material & silver 13 ND 30 70 paint D Gray mortar 15 ND 0 100 E Beige/multi-colored sheet vinyl w/ off white fibrous 30 Chrysotile 1s 0 85 backing material F Offwhile/multi-colored tile 31 ND 0 100 TEM Analysis recommended for organically bound material (i.e. Ooortile) if PLM results are <1%. 17. These are the asbestos test results (continued). Septemher 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number/ P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R-93/116 - Point Count, Bulk Turnaround. Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 23 O rOApCLLAbWeservoirs Errvlromi nal OA Manual016 ...._._.....-....._.._.....-_..._......._......_...€ ,ND=None Detected jTR=Trace,<1 %Visual Estimate Trem/Act=Tremolite/Aconelite j Client Sample Number L A i Sub Y Physical Part E Descd tion R la (�) Asbestos Content Mineral Visual ;Estimate I%1 Non Asbestos Fibrous Components %) Non - Fibrous Components %) MT7 A Tan adhesive 3 ND 0 100 B Tan sheet vinyl w/ black fibrous backing material 7 NO 30 70 C Beige/multi-colored sheet vinyl w/ off white fibrous 12 Chrysotile 20 0 80 backing material D Gray mortar 15 ND 0 100 E Tan fibrous material 23 ND 30 70 F Off whine/mulli-colored the 40 ND 0 100 MT8 A Black adhesive TR ND 0 100 B Tan adhesive 3 ND 0 100 C Tan/mufti-colored sheet vinyl 17 ND 0 100 D Gray mortar 20 ND 0 100 E Gray/mufti-colored tile 25 ND 0 100 F Gold/multi-colored sheet vinyl w/ off while fibrous 35 Chrysotile 25 5 70 backing material rEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. 18. These are the asbestos test results (continued). September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350.2 Client: Quality Environmental Services Client Project Number/ P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Dale Samples Received: September 19, 2019 Method: EPA 600/R-93/116 - Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 24 n,onaa�nawe:e�,o�,: e��ro,�.��aYoA M3��arao9 INO=None'betectea ITR=Trace, <1% Visual Estimate Tram/Act=Tremolite/Actinolite j Client Sample Number L ASub Y Physical Part E Description R (%) Asbestos Content Mineral Visual ! Estimate Non Asbestos Fibrous Components Non - Fibrous Components MT9 A Black adhesive 2 ND 0 100 B Tan adhesive 3 ND 0 100 C Tan/multi-colored sheet vinyl 15 ND 0 100 D Gold/multi-colored sheet vinyl w/offwhite 8braus 20 Chrysotile 20 5 75 backing material E Gray mortar 25 ND 0 100 F Gray/multi-colored tile 35 ND 0 100 MT10 A Gray mortar 20 ND 0 100 B Offwhite/mul i -colored tile 80 ND 0 100 MTI 1 A Tan adhesive TR NO 0 100 B Brown adhesive 1 ND 0 100 C Tan/multi-colored sheet vinyl w/ offwhite fibrous backing 47 Chrysotile 20 5 75 material D Off while/multi-colored sheet vinyl 52 ND 0 1 100 rEM Analysis recommended for organically bound material (i.e. Floortile) if PLM results are <1%. 19. These are the asbestos test results (continued). September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 RESERVOIRS ENVIRONMENTAL INC. NVLAP Lab Code 1Di896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 445350-2 Client: Quality Environmental Services Client Project Number / P.O.: None Given Client Project Description: 3478 Chase St., Wheatridge, CO 80212 Date Samples Received: September 19, 2019 Method: EPA 600/R-93/116 - Point Count, Bulk Turnaround: Rush Date Samples Analyzed: September 19, 2019 Quality Environmental Services Page 25 FND=None Detected ITR=Trace, <1 % Visual Estimate Tram/Act=Tram olite/Asti natite � i Client Sample Number L A Sub Y Physical an E Description R (%) Asbestos Content Mineral Visual Estimate (%) Nan Asbestos Fibrous Components Non - Fibrous Components MT12 A Black adhesive TR ND 0 100 B Tan adhesive 9 ND 0 100 C Tan/multi-colored sheet vinyl w/ off white fibrous backing 91 Chrysotile 20 5 75 material MT13 A White/gray fibrous cementitious material 100 Chrysotile 9 0 91 MT14 A While/gray fibrous cementitious material 100 Chrysotile 8 0 92 MTI 5 A Gray/multi-colored shingle w/ black tar 17 NO 30 70 B Black shingle 17 ND 20 80 C Light gray shingle 17 ND 20 80 D Black felt 17 ND 40 60 E Gray shingle w/ black lar 32 ND 30 70 MT16 A Light gray shingle 45 ND 20 80 B Black multi -layered felt 55 ND 35 65 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1 %. Analyst 20. These are the asbestos test results (continued). Data QA Sepleniher 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 i,. Quality Environmental Services Page 26 21. These are the asbestos test results (continued). a _ - � f _ E 3 i � 5 AN Y -Y 3 : w i_ � w W W E 21. These are the asbestos test results (continued). September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 Quality Environmental Services Page 27 22. These are the asbestos test results (continued). S ' r N. iE 22. These are the asbestos test results (continued). September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 Quality Environmental Services Page 28 23. These are the asbestos test results (continued). {y'-#or— ,C _ . F j i dF y: w W i h *gfi�e j a aE �' � - 23. These are the asbestos test results (continued). September 20, 2019 3478 Chase St., Wheat Ridge, CO 80212 Quality Environmental Services Page 29 24. This photo shows the Attic. Limited Guarantee C E I V E Des&. Rockview Design hereby agrees to provide customer with a conceptual HVAC design for the Property that is ACCA certified to meet the requirements of Manual J 8` Addition and ACCA Manual D ("HVAC Design"). All efforts will be made to ensure the highest quality design based on the information provided Please read this disclaimer before utilizing our services and acceptance of any design. 1. Limited Warranty. Rockview Design represents and warrants that the HVAC Design shall be ACCA certified to meet the requirements of Manual J 8` Edition and ACCA Manual D. Rockview Design services shall be conducted in a good and workmanlike manner, consistent with industry standards. Except as provided immediately above the HVAC Design is provided on an "As Is" basis without warranties or conditions of any kind either express or implied, including without limitation warranties of merchantability or fitness for a particular purpose. 2. LIMITATIONS OF LIABILITY. IN NO EVENT SHALL ROCKVIEW DESIGN OR ANY OF ITS AGENTS BE LIABLE FOR DIRECT DAMAGES OR OTHER LOSSES OR LIABILITIES DIRECTLY RELATING TO THE HVAC DESIGN OR OTHERWISE ARISING OUT OF, RELATED TO, OR IN ANY WAY CONNECTED WITH THE IMPLEMENTATION OF THE HVAC DESIGN, IF AND TO THE EXTEND SUCH DIRECT DAMAGES OR LOSSES EXCEED THE ACTUAL AMOUNT PAID BY CUSTOMER FOR THE HVAC DESIGN THAT GAVE RISE TO THE DAMAGES OR OTHER LOSSES OR LIABILITIES CLAIMED, REGARDLESS OF THE FORM OF ACTION. IN NO EVENT SHALL ROCKVIEW DESIGN BE LIABLE TO CUSTOMER FOR INDIRECT OR CONSEQUENTIAL DAMAGES. 3. Disclaimers: Rockview Design does not provide any structural, architectural or mechanically engineered designs for contractors or the public for the use as "final documents" It is the sole responsibility of Customer to determine the feasibility of the HVAC Design prior to the use thereof. It is the sole responsibility of Customer or its HVAC contractor to verify design conditions, orientation, construction materials, and compatibility with existing equipment at the Property. Rockveiw Design is not responsible for any errors or omissions caused by Customer's failure to disclose complete and accurate information regarding the Property. Rockview Designs will not guarantee the performance of HVAC system design that is not installed and tested to perform per the manufacturer's "# 20/90 Z(,PSy C,y at Nit,eat Ridge specifications. All installing contractors are responsible for the installation and commissioning per ACCA 5 and 9 for quality installation standards. 4. Customer Duty to Provide Information. Customer is responsible for furnishing accurate and complete information which is critical for successful and accurate conceptual designs. MISCELLANEOUS 1. This Agreement shall be interpreted and enforced under the laws of the State of Colorado, with exclusive jurisdiction and venue in a court of competent jurisdiction in Larimer County, Colorado. If a dispute arises out of or relates to this Agreement or its breach, the parties shall endeavor to settle the dispute first through direct discussions. 2. All parties agree to execute any additional documents and to take any additional actions that may be necessary in order to implement this Agreement. 3. The substantially prevailing party in any legal proceeding related to this Agreement shall be entitled to recovery of reasonable attorneys' fees, costs, and expenses. 4. This Agreement may be executed in any number of counterparts, each of which shall be an original, and all of which when taken together shall constitute one and the same document. Photocopies, facsimiles or email transmissions of executed copies of this Agreement may be treated as originals. 5. This Agreement and the attachments hereto represent and contain the entire agreement between the parties. Prior discussions or verbal representations by the parties that are not contained in this Agreement are not a part of this Agreement. In the event that any provision of this Agreement is at any time held by a court to be invalid or unenforceable, the parties agree that all other provisions of this Agreement will remain in full force and effect, and authorize the court to modify any provision held to be invalid or unenforceable such that it may give effect to the parties' intent as determined by the court. Any future modification of this Agreement must be made in writing and executed by the parties in order to be valid and binding upon the parties. Product Data At *263 The 59SC5B Muldpoise Comfort- Condensing Gas Fumace features SEFR-boosting, year-round electrical eificienev when paired %,ith a compatible condensing unit. Energy efficiency is at the heart of this furnace with up to 96.567r AFUE gas efficiency and the electrically -efficient fixed -speeds, constant torque (FCT) ECM blower motor. This gas furnace also features. 4 -way multipone installation flexibility. and is available in tell model sizes. All sizes except the 2-6.000 STUN model can be vented for direct vent't%vo-pipe. ventilated combustion air, or m.ngk--pjpe application,. The 26,000 FIITH model can use the same 2 -pipe venting system using outside air for combustion. but is not considered direct -vent. All sizes are design certified in Canada. and select sizes are certified for mobile/manufactured home use with conversion kit iccessorv. PERFORINUMNCE - Fixed -speeds, constant torque (FC*T) ECM blower motor for electrically efficient operation all near long in heatine, cooling, and COUtiOUIDUS fan operation, • Single -speed inducer motor. and single -stage gas valve Silicon Nitride Power Heat- Hot Surface Igniter, Adjustable blower speed for heating and cooling, • Aluminized- steel primary heat exchanger, • Stainless-steel condensing secondary heat exchanger, INSTALUMON FLEXIBILITY • 4 -Way multipoie design for upflmv, downflow or horizontal installation. ,pith unique vent elbow and optional through -the -cabinet downflow venting capability. Factory -configured ready for upflow applications, Ideal height 35*'(S89 raw cabinet; short enough for taller coils, but still allows enough room for service. • Two -Pipe venting, single -pipe venting or ventilated combustion air, APPLICATIONS • Approved for Twinning applications with accessory kit 1060E1? -14 through I00E21-220 models-, only). • Approved for Manufactured HousiagNobile Home applications with MH accessory Icit. (040EA- 10 throu gh 120E'4-22 models, oulyi. • Propane convertible with gas conversion accessory kit, CERTIFICATIONS • All sizes meet ENERGY STAR'- Version 4.1 criteria for gas furnaces; 95'c+ AFLJE, • Cabinet air leakage less than IV' , at LO in, W.C. and cabinet air leak -age than 1.4L-, at 0.5 in, W.C. when tested in accordance with A.SHRAE standard 193. All sizes meet 40 ngj NOx em s,rans.. Can be. installed in air quality management districts with a 40 no NOx emissions requirement APMU� Comfort SE R I E S Q tkLiitt FURNACE Jee rmng prate. CASII'IG DIMEI'ISIGNS (In') W� RATED REATMIS OuIrPuTt BTUH AFUE UPFLOW HOMIZM DOM_ TAL FLOW ENERGY STAR® HEATING 1kIRFi OW — I HEATING HEAT] MG ESP CFM; (m. VIC) COOLING ESP ESP ii n. W.C.) MOTOR HP SPEED TAPS 59S -'5502CE14-10 35 29.50 14.20 J 96.0% 95.0-6, YES, 605 1 0.10 traditional single -:source heating system. The heat pump also angle -pipe applications.. The 26.000 BTUH mode.[ can use the 59SC51304DE14--10 35 2950 14.20 39,0M 91.-()% running it line voltage and does not require complex voltage YES 695 GAO 9517 1 59SC5504{1EI 7-12 35 29.50 17.50 39,000 913,5% 95_0% YES 6511D 0-10 1010 12-5 59SCISBO�E14_12 35 23750 14.20 581,000 SSO% 95.0%. YES 5,30 0.12 1120 1;-2-5 59SCSE1060E17--14 35 29.50 17,50 56.000 9e'.5% component. —'(E _r" f: 0:32 _T� 3,x'4-5 54-SC5BOBDE11-IS -15 2950 1750 78,000 96,5% 950% YES 1325 0.32 1665 3t4-5 allows for easy and convenient addition of a Carrier high efficienov 31 29.50 17.50 76,000 -% '1€,`..0% 1(ES 1330 0.12 - 16515 - S 2, 35 2ZT� 21.00 97,000 48.3% 91.0% YES 1733 O.s 2125 - E� S C 5 8 12 0 E 2 4 - 22 2 '3�_ _g5O 4 Z 00 C i6a " C 96.1 950 ' % 20 LO 0111 1-5 t b 14 U, L 2 4 - Z Z1, 35 2S50 )35,000 S6.09%�ii 3' 1-5 P --e., rs rg. or... c-.- ..penoern. Jee rmng prate. lHeating OFM at factory delautt blowe€ MCI— heating tap nemrgs, ESP - External Static Frac; w. FEATURES AND BENEFITS 14YBRID HEATS Dual Fuel System — This system can provide 4-Wiy -NI.Itipoise De4gn — One model for all applications — more control o—z your mouthlv energy bills by automatically there is no need to stock- special downflow or hornoural models -leccurg: the rose economical —,b.d of heating. With HYBRf) when one unit.Kill do it all. HEAT components, our system automatically switches between the Direct or Single -pipe Venting. of, Optional 'Ventilated gas furnace and the electric heat pump is outside temperature, Air — All sizes except tire 26XI06 STLIH model Can change to maintain greater efficiency and comfort than —ith any be vented for direct vent,two-pipe, %-entilated combustion air, or traditional single -:source heating system. The heat pump also angle -pipe applications.. The 26.000 BTUH mode.[ can use the delivers, high-efficiencT cooling in the smiamer. same 2 -pipe veining system using outside air for corribustiou, but PoiierHeap" Igniter — Carrier's unique SLN iguitei is not orth is not considered direct -vent, physically robust but it is also electrically robust. It ik- capable of Seated Combustion System — T"his furnace brings in combustion running it line voltage and does not require complex voltage air from outside the ftiniace. which zesfflt% in esp2ciallv quiet regulators as do other brands. This unique f—ture further enhances operation. By sealing the entire combustion estibule, the entire funince can be made quieter, not lust the burners. the gas furnace rehabilitv and continues Carrier's tradition of Insulated Casing — Foil -faced insulation in the heat exchanger techriclogv leadership and inno-ation in providing a reliable and section of the casing imitimi—s heat loss. durable product. Moriopoirt Burners — The barriers are specially designed and Comfort" ECNI Blower 41.1or — This basic ECM, or finely ruired for smooth, quiet combustion and economical electronically commutated motor, can pmvide in efficiency operation, enhancement for select Carrier air conditioner or heat pump Bottom Clbwus — Factory -installed for side return: easily sYstems. It rises 1— electrical power than its PSC counterpart and removable for bottom return. The multi -use bottom closurean also has a wider range of -4-ed. also — for roll-out protection in hotizontd applications, andact Reliable Heat Exchanger Design — The aluminized steel, clana as, the bottom closure for the optional -turn air base accessory, .hell Primary beat —changer was —engineered to achieve greater Blower Access Panel Switch — Automancaltv shut, off ll3— efficieur, out of a smaller size. The first two passes of the heat power to funi— whenever blower access panel is opened, exchanger are based on the current SOK product, i design with Quality Registration — our furnace, are engineered and more than ten nears of field -proven performance and success., manufactured under a quality management system registered to These innovations. paired with the continuation of a crimped. ISO 900i, no -weld seam create an efficient, robust design for this essential component. The condensing heat exchanger, a stainless steel fin and rube design. is positioned in the furnace to extract additional heat. Stainless steel coupling box comporientry between Lear exchange", has exceptional corrosion resistance in both natural gas and propane application, Nledia Filter Cabinet — Enhanced indoor air quality in the home iS made easier with our media filter cabmer­icce�,ry (purchased separately). When installed as a part of the system, this cabinet allows for easy and convenient addition of a Carrier high efficienov air filter. AIR DELIVERY - CFNI IBOTTOM RETURN WITH FILTER) UNIT SIZE WIRE LEAD COLOR SPEED TAPS 2, 3 FF -bar; 0.1 0.2 EXTERNAL STATIC PRESSURE (IN -W -C.) 03 04 05 1 0-6 1 O�7 08 09 1.0 Black Cooling. &o not use for heating, 1045 1010 975 935 8'35 855 810 760 715 E70 Yellow Alt 10'oolng or all Heating 8213 770 730 6K 630 585 530 480 435 385 02BE14-10 orange Alt Cooling or aft Heating 655 6WO -55-0- -495 *Z -38-5- L33�:;265 - - Blue Heating or alt Coding 605 545 490 43-5 —375 335 5 255 R.d Aft C.ol,ng, Do not - for haar,,q 484) 415- -Tb�'Q --1057 -0-5- ---- - Gray f-oo ling - 0. not U.-=-M.M 7 - 7=7 7= -7= -77-7 820 y0ow Alt Cobng- Do not use for heating. 920 890 8150 1 830 805 775 7, 5 690 660 040EI4-1G Orange Alt Cooling or aft Heating 735 700 665 630 595 _75-5 525 -Tg�O 450 415 Blue Heating or aft Cooling 695 660 625 590 555 515 480 445 405 370 Red Alt Cooling- Do not use for heating- 540 495 455 410 365 320 1 260 235 Ur—ay 777ing. 7o not use for heating. 7= 77-77 7 -?7 177, > Iulu 'jt�v t"Ib ftU 60-5 `fellow Ah Cooling, Do not use for heating. 880 845 810 780 745 710 675 640 600 570 -17-1-2 Blue Heating or alt Cosknq 650 610 560 515 470 435 395 360 325 265 Orange Ah Cooiinq. Do not use for heating. 525 460 -772�fffu�5-- 3 320 275 210 - - - Red Alt Coofina. Do not use for heating. 5*,5 420 �Ti-550 10 -0-0 205 - - - - Gray Cooling- Do not use fcr heating. 1225 1200 1175 1145 1120 MO -95 -7-076-5 104 1015 990 Yellow t �C��hng, Do not use for heating. 1105 1080 1050 1012 0 990 965 935 905 880 850 060614-12 BI.. Heating or aft Coaling 940 910 875 845 810 -7,75 -74-5 710 680 645 Orange Aft Cooling or alt Heating 725 690 650 610 570 530 490 445 405 365 area Alt Cooling- Do not use for heating. 54" -IF9-5 -44�5 -395 345 295 245 -- - - ---7—ray Uool;ng- 713 not use for heating- -=-74777755- 1�jio 133c 12.90 jzbla jzIb I I it 1 '4,.) Yellow Yellow Alt Cooling or aft +ieabng 1230 1190 -1-15-5 1720 _7585 1050 1005 970 925 885 060E17 -14 Aft Cooling or alt F-bnq 107G 10,90 990 950 920 8, �E -6-4-0- -80-0 755 715 Blue Heating or alt Cooling 10201 975 940 900 860 - 820 775 740 690 650 R --d Alt ing- Do not use for heating. 700 1 590 535 485 460 390 340 �100 275 210 ray Cooing. Do ,of use 7-Me-ating. I JJZU I P&O 1(bb 77T7 777 7= 77= 7=7 777 74777 Pall- Alt Cooling or aft Heating 1455 1420 1380 1345 131r, 1275 1240 12,05 1170 1135 ,18D=17-15 sat r t g H ing o al Coolln 1335 1295 1260 1220 8-5 1150 7-11-0 -TQ�j5 -TT14-o i0o5 range 0 'd"gQ Alt Cooling or alt F4-tnq 1110 1066 10201 980 935 895 850 810 770 725 Red Red At, Goosing_ Do rot use for heating. 425 335240 - - - - Cray Coohng- Do not use for heating. 2045 1995 1950 1900 1855 1805 17601 1710 151:5 Yellow AL Cooling. Do not use for heating. 1665 I525 1575 11530 1480 1435 1385 F1340 1285 1240 080E21 Orange Alt Cooling or alt Heating 1475 1420 1370 1320 1270 1920 11701 1125 1070 1025 Blue Heating or alt Coaling 13451 1290 1235 T180 1130 1060 10251 975 935 885 Red[ TF—Coofing- Do not use for heating. 1155 1080 1015 960 -895 845 790 1 735 �65 -620- --7-1--y Coot,ng- Do not use for heating. Z-18IJ 2240 2200 -= =5 703 ;CNJ201 1910 1795 76t -b Yellow Alt Cooling.. Ds not use for heating. 1860 1815 1775 1730 16-9-0 1641 1605 1560 1515 1465 -,fj Blue Heating or It Cooling 1755 1710 16,35 1620 1580 7� 35 -1- 48-5 1440 1390 1340 Orange Alt Cooling or alt Heating 1530 1480 1425 1380 1325 1275 1215 1 15'1 1110 1060 Red Coolong- Do not use for heating. 1340 1285 1230 1170 1110 1050 990 q -,,G 875 820 7,7,—y Cooling. 00 'lot us- or heztting. 7=1 7=7, = 2 1 bl-, 2 105 2o5S - 71- 77-7577 777 -7=5 Blue Heating or all Cooi,ng --;1—R000irng 2065 2020 1970 1915 18W 1805 1740 1635 1580 I -10E24 - 22" yellow or all Hatng -Aft ­Coo�.m 185C) 18-00 1745 — 1 go -T-6-4o- 15—e5 7-5-35 1475 1420 1360 Or.-je- g. Do not use f- -at,, 9 1500 144-0 7-38-0 1320 7-2-60 -1-2o5 1145. -11J�85 10.35 955 Ra�cj Alt 13-",nq. Do -t use f., 1070 960 875 805 F56 710 &10 561 4-Qo 420 355 Cray Coolog- Do not use for heating.. 2505 2465 2425 2370 2310 2250 2180 2090 1955 1810 Blue Heating or alt Gooding 2180 2130 2085 2035 11-490 1946 1900 1850 18001 1755 140E24--'2 yelio- Alt Cooling or nit Heating 1910 1055- laic 1760 1705 16,55 7605 1555 15x5 14611 Grange Aft- Cooling- Do not use for ?eating. 1560 1505 1445 1380 1325 1265 1001 1 F— Rod Alt Coofing- D. not use for t --'Ing. bbb lbo 665 5, 1 470 385 305 1 A finer I-, required to, e—h return—r €niet. Mrilow perforn—ce, incudes a 314-ir 119 min) washable filter media such as contained w a fact�.j-auis— ­ezi 2oc--oo'y filter rack 3ee —esscry list. To dete—Ine airilcw pell.intance without this, filter, assume at, additionai 10.1 in, w,^ a—table e-,leinal staso pressure 2. ADJUST THE BLOWER SPEED TAPS AS NECESSARY FOR THE PROPER AIR TEMPERATURE RISE FOR EACH INSTALLATION .3. The 'Fu,ncton" courrin, jd�-trfies •.which speed taps can be used for heat" 4, 11 the same malcr Weed W is needed for heating and cociing. a jumper VVre acoesso, Ty kit is available, see Prod= Data issesscries lot tfte current J—pe, V&e accessory pan number. Rfererioe &,e 'Start-up. Adjustments, and Safety CheciC section of 'nstallatior, instructions for turner Junver Atte tristruc1<3ris. 5. AxftDws over 1900 CFM require bcllon, ietain, mo—de renrn or, bottom and side return. A rninonul Nil, size of 2C' x 25' 150a x 635 nn,j is -q ­ed 6 Fns III3,11W appfjcasonu. air entering frorn one side unto beth the side of the furnace and a ielurn as Las, e caumr as a shies and oortorn return. 7, The'-" �-v, ymclit,ates an imss;Lbie p-abng-rendition. Product Data ADK105 {_°NPHP CNRHP This h .... nal design :'v -coil is an evaporaor coil designed to provide the highest standards of reliability and durability. The coil, are available for use in Puma° -0% the environmentally friendly refrigerant, and A-_' systems. Both designshave a painted case gauge metallic! andcome vith factory -installed thermostatic expansion halves (TXV*), The coil, are offered in different cabinet configurations for use in multiple insta.lLation applications. Ease maintenance is provided as the coil elides out of the cabinet after removing the access, door and service panel- The coilsare available in sizes 021 through G61 i2to tour}, Tin Plated Copper Coils - "'T"' models are built with special hairpins.. tin plated to resist both general pitting corrosion and ekes=,ice indoor Foruucary Corrosion. tFormicary Corrosion is an industry phenomenon. B . Aluntrinum Coils - "L" models are built with aluminum hau piers. designed to resist both general pitting corrosion and excessive indoor-Forrnicary Corrosion, (Formicary Corrosion is an industry phemomenom._� DESIGN FEATURES h ester '_4ianagement — These coil desigu s do an excellent job of wester management. The roil- are designed to avoid water blow -off into the ducts by directing condensate awray from the fins and into the drain pan. The coil drain pan design provides improved condensate removal into the drain. This improves indoor air quality.. Durable Condensate Pan — Each coil is equipped with a ciao ions -resistant condensate drain pan. The condensate drain. part is designed with a. slope to help ensure proper drainage. improved moisture removal. and home comfort. C':.—pact Design — The unique design is great for all tho. horizontal applications- Thev are designed for eirher horizontal -rig, hr or horizontal -left furnace fit up. The coil is ideally suited for either attic or crawl space installation. Brass Inserts — Every condensate pica features two 34-irr. female threaded brass insert connecrions. The unique brass inserts provide for a leak. -free condensate line connection to prevent stater damage. Refrigerant Connections — The veils are provided with proven. .sweat connections for leak -free operation maintamine system rehabilirv. Burst Pressures — These coils meet or exceed burst pressure of 2100 psi which is at least three to five times the pressure they will we in actual application, TTrerrnostat c E.spansion [:slues (TXV) — All the C, er coils have refrigerant -specific factor,•-instaLled TX 's. Teflon Ring — The rias,, installed inside the liquid line- connection at the TXV is the best option for preventing refrigerant leaks and future service calls. Teflon works with both Puron" and R-2? refrigerants. PERFORNL-kNCE DAT_- (cout.) ' COIL ST -MC PRESSURE DROP fin. w.c.) PUR ONM AND R-22 REFRIGEPOCNTS UNIT Standard CFM SIZE 400 1500 1600 1700 1 OW 1 900 11000 11100 11200 1 MO 11400 11500 1 1600 11700 FT950-F1900 12000 12100 12200 2417 0 048 10.008 10090 10-11210.140 0.1703 0.243 1 Wet 10.064 5.109? 0.122 1 0.150 I 4.186 0.224u_263 I I I I I I Dry 3617 3017 0,042 1 3.,%Gj 0-080 10.102 16.128 10.157ITi-8o-T-o-2-2T2O.2591 I I I I I I I I I Wet 0,055 1 11.076 10.104 10-12710-158 10,190 10.225 4.266 0.349 1 1 1 1 Dry 3117 0,0811 3446 10-03 1 tJ.083 10,105 10.1330 10-156 10.193 1 0236F I I I Wet O.CG9 0.056 0.075 0.097 0.121 10.144 10.179 10.21210..249 Dry 3617 0.043 110-0611 0.062 0.1.43 0.128 10.157T0.1-89 0-22-10.259 10,299 10.341 1 1 1 1 1 1 1 1 Viet -76T0 -3-15- 0.056 10-079 10 107 10-133 10,166 0.240 0.236 10.2 0-361-T6_4131 I I I f Dry 4221 O-6310 5.041 0.054 10,06610-082 10.09910-118 10,137 10-158 1 4.184 0.205 10,231 10-2591 1 1 Wet TBTFO-2-OT70234 0, 043 1 0.0591 0.07 8 0.101 1 0.126 10,153r0.110-26010.,288 0.319 0.354 1 1 1 F I Dry 432' 10040 10-05-210.066 10.0811 OM8 1 Ol 1710.137 1 0.155 0.183 0.205 0.233 1 1 1 1 Wet ---F- -� 1 10-049 10.06210-07-9 10-09610.114 0.138 0.162 [5,189 C.2716 12 39 0.27 1 1 1 1 Dry 4821 10-047 10.06010-,0�750.0142�0�T161-0.1,3010-152110-176 10204 10.23010.25610.-2-6 31319 wpt -25 -FO -1 10. 053 0.067 10.085 10.104 1 Tl 4-1 4. 172 10 -200 10228 10.2-59 10,292 10.3127 10.365 1 1 C�y -- --TO -84 6024 0 T3 ITO F 0162T. �OOFI 6. 11110. 126 10. 138 10.154 O. 172 6.196 0-210 0.228 0.251 0,273 0.293 Wet 10.002 0.096 0.112 0.129 0.14-5 10,163 10.17110.19110,212 10,235 10,258 1 0.283 0.;310 10.336 10-366 Dry F 10-196 10.216 10,238 0.253 6.2£06 10.312 10.336 10.363 10.390 Wet I 10208 10.233 10-259 10.28110-307 10.3391 0.368 1 0404 6A31 Product Data Carrier's Air Conditioners with Puron`� refugg—t protide a collection of features unmatched by any other family of equipment, 11- 2a ASB has been designed utilizing Carrier's Peron refrigerant, The environmentally —nd refrigerant allows you to make a responsible decision in the protection of the earth's ozone Inver. This product has been d-i-ned and manufactured to meet E.-gy Star', crit— for e-rg, efficiency when matched with appropriate coil co-pouents. Refer to the combination ratings in the Product Data for system coml>mahorn that meet Energy Star' tr,tideli—, NOTE: Ratings contained in this dominent are vitbject to ,h-ige at any fin- a.8a ars -f- t. the AHRI diarctory Ecvtis '.a h rid irect—T.—V for the —..t up-to-date ratings inf--tiojj. INDUSTRY LEADING; FEATURES / BENEFITS Efficiency * 13.0 - 13,2 SEER�10Z- 11.0 EER ib -ed on tested combi—ti—) * Microtubv Technology' refrigeration system * Indoor ,& qu.hty acc—ri- rt,.ilable `JrJilxx Cl • Sound 1-1 as low as 75 dBA • S. -d level as lo- as 74 dBA with ac -,- sound blank e t Comfort • S,veru supports Edge' Thermidiiat- or standard thermostat controls Reliability . Pumn-� refrigerant - envi-nmentilly sound, won't deplete the ozone layer and low lif.tin- seri, cost, . Scroll conap-saa, • Internal pressrelief s•ais=e — • Internal thermal overload • Filter drier • Balanced refrigeration system for mxximuxa reliability WeatherArm..r- lomiecti.. package: • Solid. durable sheet metal consh-uCti— • Derr- -he coil guard available 0 -phase units come standard —ith dense -,virecoil guard • Baked -oar. complete —ter coverage, powder print Applications • Long -line - up to 250 feet f76,20 m) total erpitvale.ist length. up to 200 feet 460,96 rrtg conde.— bo— el,aporat-r. or up to S0 ft. I 24.38 m) en-aporator b— condenser (,&ee Longline Guide for more rrifortnation,j • Lou- ambient (down to -I0IFf-25,9`Ci with —soly kit Load Short Form Rock-�i w Designs Entire House Rockview Designs Project Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) ROOM NAME Area Htg load Design Information Clg AVF (ft2) Htg (Btuh) Clg Infiltration Main System d 2728 Outside db (°F) 6 585 91 Method Simplified 29321 Inside db (°F) 72 1215 75 Construction quality Semi -tight Design TD (°F) 66 1975 16 Fireplaces 7117 0 Daily range - Equip. @ 1.00 RSM H 36258 Inside humidity (%) 30 50 0 Moisture difference (gr/Ib) 35 -32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Main System d 2728 15140 12460 585 760 Upper System p 1749 29321 22609 1005 1215 Entire House d 4477 44461 35069 1590 1975 Other equip loads 7117 1189 Equip. @ 1.00 RSM 36258 Latent cooling 0 Tl -)TAI Q I AA77 Bold/italic values have been manually overridden 2019 -Dec -19 19:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 1 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Load Short Form Job: 3478 Chase Street Date: Nov 24, 2019 g��'t Main System By: Rockview Designs (MM) Rockview Designs Project• • For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Design o • Htg Clg Infiltration Outside db (°F) 6 91 Method Simplified Inside db (°F) 72 75 Construction quality Semi -tight Design TD (°F) 66 16 Fireplaces 0 Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 35 -32 HEATING EQUIPMENT Make Carrier Area (ft2) Htg load (Btuh) Trade Carrier Comfort 95 Single -Stag... Clg AVF (cfm) Model 59SC5B026E14--10 1364 1000 AHRI ref 0 39 22 Efficiency 96 AFUE 3147 Heating input 26000 Btuh Heating output 22264 Btuh Temperature rise 42 °F Actual air flow 585 cfm Air flow factor 0.039 cfm/Btuh Static pressure 0.70 in H2O Space thermostat 0.80 in H2O COOLING EQUIPMENT Make Carrier Area (ft2) Htg load (Btuh) Trade CARRIER Htg AVF (cfm) Clg AVF (cfm) Cond 24ABB318ABN340 1364 1000 Coil CNPHP2417ALA 39 22 AHRI ref 460 3147 Efficiency 12.5 EER, 14 SEER 210 Sensible cooling 17500 Btuh Latent cooling 0 Btuh Total cooling 17500 Btuh Actual air flow 760 cfm Air flow factor 0.061 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 1.00 0 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Crawlspace 1364 1000 365 39 22 Kit/Dining 460 3147 3444 122 210 Mud room 60 1865 1026 72 63 Great Room 260 2884 2494 111 152 Pantry 62 336 50 13 3 Coat 36 0 0 0 0 Entry/Stairs 230 2103 1053 81 64 Study/Bedroom 195 3367 3411 130 208 Rath 1 a,) A20 14� Bold/italic values have been manually overridden w r ig h t:�c>ft 2019 -Dec -19 19:07:26 "'�-� Comfort Builder by Wrightsoft 19.0.11 RSU30090 aPage 2 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Main System d 2728 15140 12460 585 760 Other equip loads 4254 503 Equip. @ 1.00 RSM 12963 Latent cooling 0 TnTAI C I 7774 wnenw I A-- I I Bold/italic values have been manually overridden w,1"d't.o! Comfort Builder by Wrightsoft 19.0.11 RSU30090 X Ck...ads\Noga Construction\3478 Chase\3478 Chase. rup Calc = Manual Front Door faces: W 2019 -Dec -19 19:07:26 Page 3 Load Short Form Job: 3478 Chase Street Date: Nov 24, 2019 Rt:k- ie v L esigtis Upper System By: Rockview Designs (MM) Rockview Designs Project• • For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Htg Cig Infiltration Outside db (°F) 6 91 Method Simplified Inside db (°F) 72 75 Construction quality Semi -tight Design TD (°F) 66 16 Fireplaces 0 Daily range - H Inside humidity (%) 30 50 Moisture difference (gr/Ib) 35 -32 HEATING EQUIPMENT Make Carrier Trade Carrier Comfort 95 Single -Stag... Model 59SC5A060S17--14 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 95.5 AFUE Carrier 60000 Btuh 51264 Btuh 56 °F 1005 cfm 0.034 cfm/Btuh 0.70 in H2O COOLING EQUIPMENT Make Carrier Trade CARRIER Cond 24ABB336ABN35 Coil CNPHP3617ALA AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 11.0 EER, 13 SEER 30000 Btuh 0 Btuh 30000 Btuh 1215 cfm 0.054 cfm/Btuh 0.80 in H2O 1.00 164 ROOM NAME Area (ft') Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Flex Area 499 4730 3857 162 207 Bedroom 2 164 2463 1512 84 81 Shower/Toilet 33 752 1140 26 61 Closet 2 36 1061 169 36 9 Bath 3 36 0 0 0 0 Bedroom 3 167 2988 1756 102 94 Laundry 77 927 1350 32 73 WIC 66 0 0 0 0 Master Bathroom 140 1767 1447 61 78 Toilet 17 0 0 0 0 Master Bedroom 182 5443 5797 187 312 Linen 18 0 0 0 0 Rec Room 278 8114 5391 278 290 D n/./rl car Qnfh rnrm 70 An77 Ann •�� v/ IV Bold/italic values have been manually overridden wriqfitoft 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 4 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Upper System p 1749 29321 22609 1005 1215 Other equip loads 5496 686 Equip. @ 1.00 RSM 23295 Latent cooling 0 TrITAI C -- I I I1-1 ✓Tv Ii ----✓ IVVJ IL IJ Bold/italic values have been manually overridden Comfort Builder by Wrightsoft 19.0.11 RSU30090 .+'....ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W 2019 -Dec -19 19:07:26 Page 5 Load Multizone Summary Report .lob: 3478 Chase Street Date: Nov 24, 2019 Rock iow Designs By: Rockview Designs (MM) Rockview Designs Load and AVF Summary ROOM NAME Area ftz Infiltration Clg load Btuh Summary Clg AVE cfm Flex Area 499 4730 3857 162 Heating Bedroom 2 164 2463 Cooling 84 81 ZONE NAME Volume ACH AVE HTM Volume ACH AVE HTM 169 W 9 cfm + Btuh/ftz ft' 0 cfm Btu h/ft2 Upper System 16105 0.21 1756 55 1.4 16105 0.11 927 29 0.2 Main System 17732 0.18 0 52 1.4 17732 0.09 140 27 0.2 Entire House 33837 0.19 17 107 1.4 33837 0.10 Master Bedroom 56 0.2 Load and AVF Summary ROOM NAME Area ftz Htg load Btuh Clg load Btuh Htg AVF cfm Clg AVE cfm Flex Area 499 4730 3857 162 207 Bedroom 2 164 2463 1512 84 81 Shower/Toilet 33 752 1140 26 61 Closet 2 36 1061 169 36 9 Bath 3 36 0 0 0 0 Bedroom 3 167 2988 1756 102 94 Laundry 77 927 1350 32 73 WIC 66 0 0 0 0 Master Bathroom 140 1767 1447 61 78 Toilet 17 0 0 0 0 Master Bedroom 182 5443 5797 187 312 Linen 18 0 0 0 0 Rec Room 278 8114 5391 278 290 Powder Bathroom 38 1077 190 37 10 Upper System 1749 29321 22609 1005 1215 Crawlspace 1364 1000 365 39 22 Kit/Dining 460 3147 3444 122 210 Mudroom 60 1865 1026 72 63 Great Room 260 2884 2494 111 152 Pantry 62 336 50 13 3 Coat 36 0 0 0 0 Entry/Stairs 230 2103 1053 81 64 Study/Bedroom 195 3367 3411 130 208 Bath 1 62 438 617 17 38 Main System 2728 15140 12460 585 760 Entire House 4477 144461 35069 1590 1975 WE-7ghtsoft- 2019 -Dec -19 19:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 1 ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 Rock; iew Desig1j, Entire House By: Rockview Designs (MM) Rockview Designs PnIject Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft'-°F/Btuh BtuhV Stuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Crawispace Wall R-15: Bg wall, light dry soil, concrete wall, r-15 ins, 8" thk Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors DftDoor: Door, wd sc type n 832 Design Conditions 4.32 3591 Location: 644 Indoor: Heating Cooling Wheatridge Colorado 1146 Indoor temperature (°F) 72 75 Elevation: 5016 ft 21.0 Design TD (TF) 66 16 Latitude: 40°N e 111 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: 0.77 599 Dailyrange (°F) - 28 ( H ) Method Simplified 965 Wet bulb (°F) - 61 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 0 w 118 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft'-°F/Btuh BtuhV Stuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Crawispace Wall R-15: Bg wall, light dry soil, concrete wall, r-15 ins, 8" thk Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" gap, 1/8" thk; 6.67 ft head ht Doors DftDoor: Door, wd sc type n 832 0.065 21.0 4.32 3591 0.77 644 n 266 0.065 21.0 4.32 1146 0.77 205 e 485 0.065 21.0 4.32 2093 0.77 375 e 111 0.065 21.0 4.32 479 0.77 86 s 775 0.065 21.0 4.32 3343 0.77 599 s 224 0.065 21.0 4.32 965 0.77 173 w 482 0.065 21.0 4.32 2078 0.77 372 w 118 0.065 21.0 4.32 507 0.77 91 all 3291 0.065 21.0 4.32 14202 0.77 2545 n 196 0.059 15.0 3.92 768 0.42 83 e 144 0.059 15.0 3.92 564 0.42 61 s 196 0.059 15.0 3.92 768 0.42 83 w 144 0.059 15.0 3.92 564 0.42 61 all 680 0.059 15.0 3.92 2664 0.42 289 n 55 0.320 0 21.2 1169 11.2 617 e 145 0.320 0 21.2 3081 35.2 5106 e 24 0.320 0 21.2 510 35.2 845 s 108 0.320 0 21.2 2295 18.4 1984 s 42 0.320 0 21.2 892 18.4 771 w 152 0.320 0 21.2 3230 35.2 5353 all 526 0.320 0 21.2 11176 27.9 14676 s 18 0.280 0 18.6 325 6.47 113 w 25 0.280 0 18.6 456 6.47 158 w 18 0.280 0 18.6 325 6.47 113 all 60 0.280 0 18.6 1106 6.47 385 t, 7 'i+Y€ ighttsaft2019-Dec-1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 1 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 1433 0.022 49.0 1.46 2093 1.03 1469 R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 100 0.022 49.0 1.46 146 1.03 103 ceil ins, 1/2" gypsum board int fnsh Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, amb 169 0.035 30.0 2.32 393 0.23 39 ovr 21A -32t: Bg floor, heavy dry or light damp soil, 4' depth 1364 0.020 0 1.33 1811 0 0 wrightsofL 2019 -Dec -19 19:07:26 , . , Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 2 ..ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W . Component Constructions RoMim Diesigtxs, Upper System Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" n gap, 1/8" thk; 6.67 ft head ht e e s s w all Doors DftDoor: Door, wd sc type Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation Floors 20P -30c: Flr floor, frm fir, 12" thkns, carpet fir fnsh, r-30 cav ins, amb ovr 18 Design 0 r ® • 11.2 202 32 0.320 Location: 21.2 680 Indoor: Heating 24 Cooling Wheatridge Colorado 21.2 510 35.2 Indoor temperature (°F) 72 0.320 75 21.2 Elevation: 5016 ft 18.4 1047 42 Design TD (°F) 66 21.2 16 18.4 Latitude: 40°N 81 0.320 0 Relative humidity (%) 30 35.2 50 254 Outdoor: Heating Cooling 21.2 5397 Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 111111111D, _911111111111*� Construction descriptions Or Area 11.11 -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 428 0.065 21.0 4.32 1847 0.77 331 board int fnsh, 2"x6" wood frm, 16" o.c. stud n 266 0.065 21.0 4.32 1146 0.77 205 e 274 0.065 21.0 4.32 1183 0.77 212 e 111 0.065 21.0 4.32 479 0.77 86 s 402 0.065 21.0 4.32 1735 0.77 311 s 224 0.065 21.0 4.32 965 0.77 173 w 253 0.065 21.0 4.32 1092 0.77 196 w 118 0.065 21.0 4.32 507 0.77 91 all 2075 0.065 21.0 4.32 8954 0.77 1605 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" n gap, 1/8" thk; 6.67 ft head ht e e s s w all Doors DftDoor: Door, wd sc type Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation Floors 20P -30c: Flr floor, frm fir, 12" thkns, carpet fir fnsh, r-30 cav ins, amb ovr 18 0.320 0 21.2 382 11.2 202 32 0.320 0 21.2 680 35.2 1127 24 0.320 0 21.2 510 35.2 845 57 0.320 0 21.2 1211 18.4 1047 42 0.320 0 21.2 892 18.4 771 81 0.320 0 21.2 1721 35.2 2852 254 0.320 0 21.2 5397 26.9 6845 w 18 0.280 0 18.6 325 6.47 113 1433 0.022 49.0 1.46 2093 1.03 1469 169 0.035 30.0 2.32 393 0.23 39 T wrightsaff' 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 3 ..ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 Rock iew Desigiis Main System By: Rockview Designs (MM) Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Location: n 37 Indoor: Heating 21.2 Cooling Wheatridge Colorado 415 gap, 1/8" thk; 6.67 ft head ht a Indoor temperature (°F) 72 0 75 2401 Elevation: 5016 ft 3979 S Design TD (TF) 66 0 16 1084 Latitude: 40°N 937 w Relative humidity (%) 30 0 50 1509 Outdoor: Heating Cooling all Moisture difference (gr/Ib) 35.0 0 -31.6 5779 Dry bulb (°F) 6 91 Doors Infiltration: Dailyrange (°F) - 28 ( H ) DftDoor: Door, wd sc type Method Simplified 0.280 0 18.6 Wet bulb (°F) - 61 113 Construction quality Semi -tight 0.280 0 18.6 Wind speed (mph) 15.0 7.5 158 Fireplaces 0 0.280 0 18.6 Construction descriptions 6.47 Or Ceilings Area U -value Insul R Htg HTM Loss Cig HTM Gain W Btuh/ft'-°F ft'-°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 1.03 103 ceil ins, 1/2" gypsum board int fnsh 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 404 0.065 21.0 4.32 1744 0.77 312 board int fnsh, 2"x6" wood frm, 16" o.c. stud a 211 0.065 21.0 4.32 911 0.77 163 1811 0 s 373 0.065 21.0 4.32 1608 0.77 288 2019 -Dec -19 19:07:26 Comfort Builder by Wr ghtsoft 19.0. 11 RSU30090 w 229 0.065 21.0 4.32 986 0.77 177 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc =Manual Front Door all 1216 0.065 21.0 4.32 5248 0.77 941 Crawlspace Wall R-15: Bg wall, light dry soil, concrete wall, r-15 ins, 8" n 196 0.059 15.0 3.92 768 0.42 83 thk a 144 0.059 15.0 3.92 564 0.42 61 s 196 0.059 15.0 3.92 768 0.42 83 w 144 0.059 15.0 3.92 564 0.42 61 all 680 0.059 15.0 3.92 2664 0.42 289 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir innr, 1/4" n 37 0.320 0 21.2 786 11.2 415 gap, 1/8" thk; 6.67 ft head ht a 113 0.320 0 21.2 2401 35.2 3979 S 51 0.320 0 21.2 1084 18.4 937 w 71 0.320 0 21.2 1509 35.2 2500 all 272 0.320 0 21.2 5779 28.8 7832 Doors DftDoor: Door, wd sc type s 18 0.280 0 18.6 325 6.47 113 w 25 0.280 0 18.6 456 6.47 158 all 42 0.280 0 18.6 781 6.47 272 Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 root ins, r-44 100 0.022 49.0 1.46 146 1.03 103 ceil ins, 1/2" gypsum board int fnsh Floors 21A -32t: Bg floor, heavy dry or light damp soil, 4' depth 1364 0.020 0 1.33 1811 0 0 vvrigh t oft 2019 -Dec -19 19:07:26 Comfort Builder by Wr ghtsoft 19.0. 11 RSU30090 Page 4 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc =Manual Front Door faces: W Component Constructions .tt ckiriew De.sigtis Kit/Dining Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) Location: Or Indoor: Heating Cooling Wheatridge Colorado Loss Clg HTM Indoor temperature (°F) 72 75 Elevation: 5016 ft Btun/ft'-°F Design TD (°F) 66 16 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: 21.0 4.32 Daily range (°F) - 28 ( H ) Method Simplified 72 Wet bulb (°F) - 61 Construction quality Semi -tight 56 Wind speed (mph) 15.0 7.5 Fireplaces 0 21.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btun/ft'-°F ft'-°F/Btuh Btuh/ftp Btuh Btuh/ft' Btuh Walls 1217-0sw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 164 0.065 21.0 4.32 708 0.77 127 board int fnsh, 2"x6" wood firm, 16" o.c. stud e 72 0.065 21.0 4.32 311 0.77 56 all 236 0.065 21.0 4.32 1019 0.77 183 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" n 16 0.320 gap, 1/8" thk; 6.67 ft head ht e 63 0.320 all 79 0.320 Doors (none) Ceilings (none) Floors (none) 0 21.2 340 11.2 180 0 21.2 1339 35.2 2219 0 21.2 1679 30.4 2398 r" #ltsc> t 2019 -Dec -1919:07:26 . Comfort Builder by Wrightsoft 19 0.11 RSU30090 Page 5 If --CA ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W R. Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 Rockview Designs Mudroom By: Rockview Designs (MM) Rockview Designs Project Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" e 20 0.320 0 21.2 425 35.2 704 gap, 1/8" thk, 6.67 ft head ht Doors DftDoor: Door, wd sc type s 18 0.280 0 18.6 325 6.47 113 Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 60 0.022 49.0 1.46 88 1.03 62 cell ins, 1/2" gypsum board int fnsh Floors (none) wrightsoft 2019-Dec-1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 6 -.7.G....ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Design • ® • Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry buIb(T) 6 91 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft'-'F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 68 0.065 21.0 4.32 291 0.77 52 board int fnsh, 2"x6" wood frm, 16" o.c. stud e 52 0.065 21.0 4.32 224 0.77 40 S 50 0.065 21.0 4.32 216 0.77 39 all 170 0.065 21.0 4.32 732 0.77 131 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" e 20 0.320 0 21.2 425 35.2 704 gap, 1/8" thk, 6.67 ft head ht Doors DftDoor: Door, wd sc type s 18 0.280 0 18.6 325 6.47 113 Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 60 0.022 49.0 1.46 88 1.03 62 cell ins, 1/2" gypsum board int fnsh Floors (none) wrightsoft 2019-Dec-1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 6 -.7.G....ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase street Date: Nov 24, 2019 Rock iew Dt st lay Great Room By: Rockview Designs (MM) Rockview Designs Project Inf• • For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" e 30 0.320 0 gap, 1/8" thk; 6.67 ft head ht s 30 0.320 0 all 60 0.320 0 Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 40 0.022 49.0 ceil ins, 1/2" gypsum board int fnsh Floors (none) 21.2 637 35.2 1056 21.2 637 18.4 551 21.2 1275 26.8 1607 1.46 58 1.03 41 rwvrig ittsio t.., 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 7 ACCA ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Design Conditions Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F fF-°F/Btuh Btuh/ft' Bluh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum a 87 0.065 21.0 4.32 375 0.77 67 board int fnsh, 2"x6" wood frm, 16" o.c. stud s 150 0.065 21.0 4.32 647 0.77 116 w 18 0.065 21.0 4.32 78 0.77 14 all 255 0.065 21.0 4.32 1101 0.77 197 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" e 30 0.320 0 gap, 1/8" thk; 6.67 ft head ht s 30 0.320 0 all 60 0.320 0 Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, r-5 roof ins, r-44 40 0.022 49.0 ceil ins, 1/2" gypsum board int fnsh Floors (none) 21.2 637 35.2 1056 21.2 637 18.4 551 21.2 1275 26.8 1607 1.46 58 1.03 41 rwvrig ittsio t.., 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 7 ACCA ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase StreetDate: Nov 24, 2019 Rockview Desigiii Pantry By: Rockview Designs (MM) Rockview Designs A Project Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Construction descriptions or Area U -value ft' Btuh /ft' -°F Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 59 0.065 board int fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Insul R Htg HTM Loss Clg HTM Gain ft'-'F/Btuh Btuh/ft' Btuh Btuh /ft' Btuh 21.0 4.32 252 0.77 45 * tF ri htsoft 2019 -Dec -1919:07:26 lgt" Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 8 C'K ...ads\Noga Construction\3478 Chase\3478 Chase. rup Calc = Manual Front Door faces: W Design Conditions Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions or Area U -value ft' Btuh /ft' -°F Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 59 0.065 board int fnsh, 2'x6" wood frm, 16" o.c. stud Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Insul R Htg HTM Loss Clg HTM Gain ft'-'F/Btuh Btuh/ft' Btuh Btuh /ft' Btuh 21.0 4.32 252 0.77 45 * tF ri htsoft 2019 -Dec -1919:07:26 lgt" Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 8 C'K ...ads\Noga Construction\3478 Chase\3478 Chase. rup Calc = Manual Front Door faces: W Component Constructions Rockview Desigiis Coat Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area U -value Insul R Htg HTM Loss CIg HTM Gain W Btun/ft'-"F ft—F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh ,Z wr#g$` ts4o f. Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019 -Dec -19 19:07'26 Page 9 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc =Manual Front Door faces. W DesignConditions Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet buIb(°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors (none) Or Area U -value Insul R Htg HTM Loss CIg HTM Gain W Btun/ft'-"F ft—F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh ,Z wr#g$` ts4o f. Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019 -Dec -19 19:07'26 Page 9 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc =Manual Front Door faces. W Component Constructions Rkick .iv De.signs Entry/Stairs Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) Location: Or Indoor: Heating Cooling Wheatridge Colorado Loss Cig HTM Indoor temperature (°F) 72 75 Elevation: 5016 ft Btuh/ft°-"F Design TD (°F) 66 16 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: 21.0 4.32 Daily range (°F) - 28 ( H ) Method Simplified 150 Wet bulb (°F) - 61 Construction quality Semi -tight 116 Wind speed (mph) 15.0 7.5 Fireplaces 0 21.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain 18.6 456 ft' Btuh/ft°-"F ft—F/Btuh Btuh/ft' Btuh Btuh/fF Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 72 0.065 21.0 4.32 311 0.77 56 board int fnsh, 2"x6" wood firm, 16" o.c. stud w 150 0.065 21.0 4.32 645 0.77 116 all 222 0.065 21.0 4.32 956 0.77 171 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" w gap, 1/8" thk; 6.67 ft head ht Doors DftDoor: Door, wd sc type w Ceilings (none) Floors (none) 15 0.320 0 21.2 319 35.2 528 25 0.280 0 18.6 456 6.47 158 wr_i t'tt oft 2019 -Dec -1919:07:26 lt!7�_ Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 10 AICA ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Rock iew Designs Study/Bedroom Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) Construction descriptions Design . U -value Insul R Location: Loss Cig HTM Indoor: Heating Cooling Wheatridge Colorado Btuh/W-°F Indoor temperature (T) 72 75 Elevation: 5016 ft Btuh Design TD (°F) 66 16 Latitude: 40°N 319 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: 0.77 32 Dailyrange (°F) - 28 ( H ) Method Simplified 21.0 Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 4.32 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" n 21 ft' Btuh/W-°F ft'-'F/Btuh Bluh/fl' Bluh Btuh/ff Btuh Walls 0.320 0 21.2 319 18.4 276 w 56 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 42 0.065 21.0 4.32 181 0.77 32 board int fnsh, 2"x6" wood frm, 16" o.c. stud s 120 0.065 21.0 4.32 518 0.77 93 w 61 0.065 21.0 4.32 263 0.77 47 all 223 0.065 21.0 4.32 962 0.77 172 Partitions (none) (none) Floors Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" n 21 0.320 0 21.2 446 11.2 236 gap, 1/8" thk; 6.67 ft head ht s 15 0.320 0 21.2 319 18.4 276 w 56 0.320 0 21.2 1190 35.2 1972 all 92 0.320 0 21.2 1955 27.0 2483 Doors (none) Ceilings (none) Floors (none) wrigll ts4ift 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 11 ACC , N ...ads\Noga Construction\3478 Chase\3478 Chasesup Calc = Manual Front Door faces: W Component Constructions Job 3478 Chase Street .r Date: Nov 24, 2019 o ki im Dt si-xis Bath 1 By: Rockview Designs (MM) Rockview Designs Project triformation For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (TF) 72 75 Elevation: 5016 ft Design TD (TF) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Daily range (TF) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain W Btuh/ft'-°F ft'-°F/Btuh Btuh/f2 Btuh BtuhlW Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum s 53 0.065 21.0 4.32 227 0.77 41 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" s 6 0.320 0 21.2 127 18.4 110 gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings (none) Floors (none) wr gl' tso t, 2019 -Dec -19 19:07:26 Comfort Builder by Wrightsoft 19.0 11 RSU30090 Page 12 ACCA ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions .lob: 3478 Chase Street �rg Date: Nov 24, 2019 Rockview lesjgj"im Flex Area By: Rockview Designs (MM) Rockview Designs Project• • For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Construction descriptions Design Condons U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Wheatridge Colorado Btuh/ft-°F Indoor temperature (°F) 72 75 Elevation: 5016 ft Btuh Design TD (TF) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: 0.77 145 Daily range (°F) - 28 ( H ) Method Simplified 21.0 Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 4.32 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain T Btuh/ft-°F ft—F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 188 0.065 21.0 4.32 809 0.77 145 board int fnsh, 2"x6" wood frm, 16" o.c. stud w 155 0.065 21.0 4.32 669 0.77 120 all 343 0.065 21.0 4.32 1478 0.77 265 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, cir innr, 1/4" n 6 0.320 0 21.2 127 11.2 67 gap, 1/8" thk; 6.67 ft head ht w 25 0.320 0 21.2 531 35.2 880 all 31 0.320 0 21.2 659 30.6 948 Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 389 0.022 49.0 1.46 568 1.03 399 Floors (none) rrr wrighttSO i 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 ACGNPage 13 ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 Rockview wig's Bedroom 2 By: Rockview Designs (MM) Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Cc Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" n gap, 1/8" thk, 6.67 ft head ht e all Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation Floors (none) 12 0.320 0 21.2 255 11.2 135 12 0.320 0 21.2 255 35.2 423 24 0.320 0 21.2 510 23.2 557 156 0.022 49.0 1.46 228 1.03 160 wri ht o t 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 14 - °' - - CA ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W lr • � • � Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (T) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-'F ft'--F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 105 0.065 21.0 4.32 453 0.77 81 board int fnsh, 2"x6" wood frm, 16" o.c. stud e 60 0.065 21.0 4.32 259 0.77 46 all 165 0.065 21.0 4.32 712 0.77 128 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" n gap, 1/8" thk, 6.67 ft head ht e all Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation Floors (none) 12 0.320 0 21.2 255 11.2 135 12 0.320 0 21.2 255 35.2 423 24 0.320 0 21.2 510 23.2 557 156 0.022 49.0 1.46 228 1.03 160 wri ht o t 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 14 - °' - - CA ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W °sM°p Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 o k� icw Designs Shower/Toilet By: Rockview Designs (MM) Rockview Designs Project• • For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Construction descriptions Or Area U -value ft' Btuh/ft'-'F Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum a 46 0.065 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Low E 2012: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr innr, 1/4" e 8 0.320 gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings (none) Floors 20P -30c: Flr floor, frm fir, 12" thkns, carpet flr fnsh, r-30 cav ins, amb 33 0.035 ovr Insul R Htg HTM Loss Clg HTM Gain ft'-'F/Btuh Btuh/ft' Btuh Btuh /ft' Btuh 21.0 4.32 199 0.77 36 0 30.0 21.2 170 35.2 282 2.32 77 0.23 8 wrightso t 2019 -Dec -1919:07:26 o Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 15 ads\Naga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W DesIgn Conditions Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (T) 6 91 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value ft' Btuh/ft'-'F Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum a 46 0.065 board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Low E 2012: 2 glazing, cir outr, air gas, mtl no brk frm mat, clr innr, 1/4" e 8 0.320 gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings (none) Floors 20P -30c: Flr floor, frm fir, 12" thkns, carpet flr fnsh, r-30 cav ins, amb 33 0.035 ovr Insul R Htg HTM Loss Clg HTM Gain ft'-'F/Btuh Btuh/ft' Btuh Btuh /ft' Btuh 21.0 4.32 199 0.77 36 0 30.0 21.2 170 35.2 282 2.32 77 0.23 8 wrightso t 2019 -Dec -1919:07:26 o Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 15 ads\Naga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W t Component Constructions Rock-iekv Desigii-s Closet 2 Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) Location: Or Indoor: Heating Cooling Wheatridge Colorado Loss Cig HTM Indoor temperature (°F) 72 75 Elevation: 5016 ft Btuh/ft'-°F Design TD (°F) 66 16 Latitude: 40°N Walls Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: 21.0 4.32 Dailyrange (°F) - 28 ( H ) Method Simplified 50 Wet bulb (°F) - 61 Construction quality Semi -tight 38 Wind speed (mph) 15.0 7.5 Fireplaces 0 21.0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/ft'-°F ft'-`F/Btuh Btuh/ft' Btuh Bluh/fl' Bluh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 59 0.065 21.0 4.32 252 0.77 45 board int fnsh, 2'x6" wood frm, 16" o.c. stud e 50 0.065 21.0 4.32 214 0.77 38 all 108 0.065 21.0 4.32 466 0.77 84 Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 26 0.022 49.0 1.46 38 1.03 27 Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, amb 36 0.035 30.0 2.32 83 0.23 8 ovr -�- wr-_i htsoft 2019 -Dec -1919:07:26 - Comfort Builder by Wrightsoft 19.0 11 RSU30090 Page 16 ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W r Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 Ro k�ic%v �vi re: Bath 3 By: Rockview Designs (MM) Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fl' Btuh/fl'-`F fl'-°F/Btuh Btuh/W Bluh Btuh/ft' Bluh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, amb 6 0.035 30.0 2.32 14 0.23 ovr wr 9}ytssft* 2019 -Dec -1919:07:26 Comfort Builder by Wriqhtsoft 19.0.11 RSU30090 Page 17 ACCA ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Design e ® s Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain fl' Btuh/fl'-`F fl'-°F/Btuh Btuh/W Bluh Btuh/ft' Bluh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 20P -30c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, amb 6 0.035 30.0 2.32 14 0.23 ovr wr 9}ytssft* 2019 -Dec -1919:07:26 Comfort Builder by Wriqhtsoft 19.0.11 RSU30090 Page 17 ACCA ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Rockview esiglis Component Constructions Bedroom 3 Job: Date: By: 3478 Chase Street Nov 24, 2019 Rockview Designs (MM) Insul R Rockview Designs Conditionis Gain Project • • t For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Construction descriptions Or Area U -value Insul R Design Conditionis Gain Location: t6 Indoor: Heating Cooling Wheatridge Colorado Btuh/fl' Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (T) 6 91 Infiltration: 92 0.065 Daily range (°F) - 28 ( H ) Method Simplified 71 Wet bulb (°F) - 61 Construction quality Semi -tight 21.0 Wind speed (mph) 15.0 7.5 Fireplaces 0 Partitions Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain t6 Btuh/W-T ft'- 'FBluh Btuh/W Btuh Btuh/fl' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum a 119 0.065 21.0 4.32 511 0.77 92 board int fnsh, 2"x6" wood frm, 16" o.c. stud s 92 0.065 21.0 4.32 395 0.77 71 all 210 0.065 21.0 4.32 906 0.77 162 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" a 12 0.320 0 21.2 255 35.2 423 gap, 1/8" thk; 6.67 ft head ht s 12 0.320 0 21.2 255 18.4 220 all 24 0.320 0 21.2 510 26.8 643 Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 81 0.022 49.0 1.46 118 1.03 83 Floors 20P -30c: Fir floor, frm fir, 12" thkns, carpet flr fnsh, r-30 cav ins, amb 94 0.035 30.0 2.32 219 0.23 22 ovr wright oft' 2019 -Dec -19 19:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 18 ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 Rockview Desi li:« Laundry By: Rockview Designs (MM) Rockview Designs Project• • For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-T ft--°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum s board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mill no brk frm mat, clr innr, 1/4" s gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation Floors (none) 51 0.065 12 0.320 49 0.022 21.0 4.32 220 0.77 39 Design Conditions 255 18.4 Location: 49.0 Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified WetbuIb(°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-T ft--°F/Btuh Btuh/ft' Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum s board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mill no brk frm mat, clr innr, 1/4" s gap, 1/8" thk; 6.67 ft head ht Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation Floors (none) 51 0.065 12 0.320 49 0.022 21.0 4.32 220 0.77 39 0 21.2 255 18.4 220 49.0 1.46 72 1.03 50 w ightsoft2019-Dec-1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090AC Ck Page 19 ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 R c kv Xnesi g II wic By: Rockview Designs (MM) Rockview Designs e;ect Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/Wt F ft—F/Btuh Btuh/W Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 61 0.022 49.0 1.46 88 1.03 62 Floors (none) w rightso 2019 -Dec -19 19:07:26 .� Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 20 °A ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase Street .,k. Date: Nov 24, 2019 R0 '6c Pi.si ns Master Bathroom By: Rockview Designs (MM) Rockview Designs Prp*t Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/ft' F fl' F/Btuh Btuh/ft' Btuh Btuh /ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum s board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" s gap, 1/8" thk, 6.67 ft head ht Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation Floors (none) 135 0.065 9 0.320 140 0.022 21.0 4.32 583 0.77 104 0 49.0 21.2 Des:ign Conditions 165 1.46 Location: 1.03 Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Cig HTM Gain ft' Btuh/ft' F fl' F/Btuh Btuh/ft' Btuh Btuh /ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum s board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" s gap, 1/8" thk, 6.67 ft head ht Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation Floors (none) 135 0.065 9 0.320 140 0.022 21.0 4.32 583 0.77 104 0 49.0 21.2 191 18.4 165 1.46 204 1.03 143 wr'i hItso1 2019 -Dec -1919:07:26 ...... Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 21 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc =Manual Front Door faces: W Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 Rtick5 iew Msig tis Toilet By: Rockview Designs (MM) Rockview Designs Project Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co _ u - Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain ft' Btuh/W'F ft'-'F/Btuh Btuh/fF Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 17 0.022 49.0 1.46 24 1.03 17 Floors (none) -$` - VVri t1t t9ft 2019 -Dec -1919:07:26 ... Comfort Builder by Wrightsoft 19.0.11 RSU30090 WCCAPage 22 ...ads\Noga Construction\3478 Chase\3478 Chase rup Calc = Manual Front Door faces: W Design Conditions Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40'N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Dailyrange ('F) - 28 ( H ) Method Simplified Wet bulb ('F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 _ u - Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain ft' Btuh/W'F ft'-'F/Btuh Btuh/fF Btuh Btuh/ft' Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 17 0.022 49.0 1.46 24 1.03 17 Floors (none) -$` - VVri t1t t9ft 2019 -Dec -1919:07:26 ... Comfort Builder by Wrightsoft 19.0.11 RSU30090 WCCAPage 22 ...ads\Noga Construction\3478 Chase\3478 Chase rup Calc = Manual Front Door faces: W Job: 3478 Chase Street � Date: Nov 24, 2019 Component Constructions Rock `iew Designs Master Bedroom By: Rockview Designs (MM) Rockview Designs Proiect Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Construction descriptions Design Conditions U -value Insul R Location: Loss Clg HTM Indoor: Heating Cooling Wheatridge Colorado Btuh/1F-'F Indoor temperature (°F) 72 75 Elevation: 5016 ft Btuh Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: 0.77 60 Daily range (°F) - 28 ( H ) Method Simplified 21.0 Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 4.32 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain W Btuh/1F-'F ft'-' F/Btuh Btuh/ft° Btuh Btuh/ft' Btuh Walls 12F-Osw: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 77 0.065 21.0 4.32 332 0.77 60 board int fnsh, 2"x6" wood frm, 16" o.c. stud s 125 0.065 21.0 4.32 537 0.77 96 w 98 0.065 21.0 4.32 423 0.77 76 all 300 0.065 21.0 4.32 1293 0.77 232 Partitions (none) Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" s 24 0.320 0 21.2 510 18.4 441 gap, 1/8" thk; 6.67 ft head ht w 56 0.320 0 21.2 1190 35.2 1972 all 80 0.320 0 21.2 1700 30.2 2413 Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 182 0.022 49.0 1.46 266 1.03 187 Floors (none) w rightsscift, 2019 -Dec -19 19:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 23 ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase street � Date: Nov 24, 2019 R4 ck& ei4elsi ;tl Linen By: Rockview Designs (MM) Rockview Designs Project• e For: Noga Construction 3478 Chase Street, Wheat Ridge, Co ._. _. Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain W Btuh/fl'-°F ft'-- F/Btuh Btuh/ft' Btuh Btuh/ft° Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 18 0.022 49.0 1.46 26 1.03 18 Floors (none) ~- rritscit 2019 -Dec -1919:07:26 Comfort Builder by Wrighisoft 19.0.11 RSU30090 Page 24 GN ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Design Conditions Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 ._. _. Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain W Btuh/fl'-°F ft'-- F/Btuh Btuh/ft' Btuh Btuh/ft° Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 18 0.022 49.0 1.46 26 1.03 18 Floors (none) ~- rritscit 2019 -Dec -1919:07:26 Comfort Builder by Wrighisoft 19.0.11 RSU30090 Page 24 GN ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Project Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Component Constructions Job: 3478 Chase Street tl#S b'1t:'a[° D1 illi Rec Room Date: By: Nov 24, 2019 Rockview Designs (MM) 0.065 Rockview Designs Location: 479 Project Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co NmRL- Construction descriptions Walls R-21 Wall: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft'-°F/Btuh BtuhV Btuh Btuh/W Btuh n 180 0.065 21.0 4.32 777 0.77 Design Condifions 0.065 21.0 Location: 479 Indoor: Heating Cooling Wheatridge Colorado 21.0 Indoor temperature (°F) 72 75 Elevation: 5016 ft w 82 Design TD (°F) 66 16 Latitude: 40°N 0.77 Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 01 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wetbulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 NmRL- Construction descriptions Walls R-21 Wall: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud Partitions (none) Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft'-°F/Btuh BtuhV Btuh Btuh/W Btuh n 180 0.065 21.0 4.32 777 0.77 139 e 111 0.065 21.0 4.32 479 0.77 86 s 224 0.065 21.0 4.32 965 0.77 173 w 82 0.065 21.0 4.32 352 0.77 63 all 596 0.065 21.0 4.32 2572 0.77 461 Windows Low E 2012: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr innr, 1/4" e gap, 1/8" thk; 6.67 ft head ht s all Doors DftDoor: Door, wd sc type w Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation Floors (none) 24 0.320 0 21.2 510 35.2 845 42 0.320 0 21.2 892 18.4 771 66 0.320 0 21.2 1402 24.5 1617 18 0.280 0 18.6 325 6.47 113 278 0.022 49.0 1.46 406 1.03 285 17w" wright ci 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 25 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Job: 3478 Chase Street Component Constructions Job: Nov 24, 2019 Rock. lew besigtis Powder Bathroom By: Rockview Designs (MM) Rockview Designs Prqject Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Walls R-21 Wall: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 86 0.065 21.0 board int fnsh, 2"x6" wood frm, 16" o.c. stud w 36 0.065 21.0 all 122 0.065 21.0 Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 38 0.022 49.0 Floors (none) 4.32 369 0.77 66 4.32 155 0.77 28 4.32 524 0.77 94 1.46 56 1.03 39 wrigh1tsci Vit2019-Dec-19 19:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 26 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Des:ignConditions Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (°F) 6 91 Infiltration: Dailyrange (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss Clg HTM Gain ft' Btuh/ft'-°F ft'-'F/Btuh Btuh/ff Bluh Btuh/ft' Btuh Walls R-21 Wall: Frm wall, wd ext, 3/8" wood shth, r-21 cav ins, 1/2" gypsum n 86 0.065 21.0 board int fnsh, 2"x6" wood frm, 16" o.c. stud w 36 0.065 21.0 all 122 0.065 21.0 Partitions (none) Windows (none) Doors (none) Ceilings R-49 Ceiling: Attic ceiling, asphalt shingles roof mat, R-49 attic insulation 38 0.022 49.0 Floors (none) 4.32 369 0.77 66 4.32 155 0.77 28 4.32 524 0.77 94 1.46 56 1.03 39 wrigh1tsci Vit2019-Dec-19 19:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 26 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Component Constructions Job: 3478 Chase Street Date: Nov 24, 2019 t)ck. 'i w Desigtis Crawlspace By: Rockview Designs (MM) Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy dry or light damp soil. 4' depth 1364 0.020 0 1.33 1811 0 0 -�f- wrigt tso t 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 27 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Design . Location: Indoor: Heating Cooling Wheatridge Colorado Indoor temperature (°F) 72 75 Elevation: 5016 ft Design TD (°F) 66 16 Latitude: 40°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 35.0 -31.6 Dry bulb (T) 6 91 Infiltration: Daily range (°F) - 28 ( H ) Method Simplified Wet bulb (°F) - 61 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U -value Insul R Htg HTM Loss CIg HTM Gain ft' Btuh/fF-°F ff'-'F/Btuh Btuh/ft' Btuh Bluh/ft' Btuh Walls Crawlspace Wall R-15: Bg wall, light dry soil, concrete wall, r-15 ins, 8" n 196 0.059 15.0 3.92 768 0.42 83 thk e 144 0.059 15.0 3.92 564 0.42 61 s 196 0.059 15.0 3.92 768 0.42 83 w 144 0.059 15.0 3.92 564 0.42 61 all 680 0.059 15.0 3.92 2664 0.42 289 Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A -32t: Bg floor, heavy dry or light damp soil. 4' depth 1364 0.020 0 1.33 1811 0 0 -�f- wrigt tso t 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 27 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Project Summar Job: 3478 Chase Street Y Date: Nov 24, 2019 Entire House By: Rockview Designs (MM) Rockview Designs For: Ncga Construction 3478 Chase Street, Wheat Ridge, Co Notes: Weather Winter Design Conditions Outside db 6 °F Inside db 72 `F Design TD 66 °F Heating Summary Structure 35653 Btuh Ducts 8807 Btuh Central vent (82 cfm) 4997 Btuh Humidification 2120 Btuh piping 0 Btuh Equipment load 51578 Btuh Infiltration Method Construction quality Fireplaces Wheatridge Colorado Simplified Semi -tight 0 Summer Design Conditions Heating 91 Cooling Area (ft') 4477 °F 447T Volume (ft) 33837 Daily range 33837 Air changes/hour 0.19 50 0.10 Equiv. AVF (cfm) 107 gr/Ib 56 Heating Equipment Summary 29276 Make n/a Ducts 5793 Btuh Trade n/a 1189 Btuh Blower Model n/a Btuh Use manufacturer's data y AHRI ref n/a Rate/swing multiplier 1.00 Efficiency 36258 Btuh n/a Heating input -8 Btuh Ducts Heating output Btuh 0 Btuh Temperature rise Equipment latent load 0 °F Actual air flow 36258 0 cfm Air flow factor ton 0 cfm/Btuh Static pressure 0 in H2O Space thermostat n/a Cond n/a Summer Design Conditions Outside db 91 °F Inside db 75 °F Design TD 16 °F Daily range H Relative humidity 50 % Moisture difference -32 gr/Ib Sensible Cooling Equipment Load Sizing Structure 29276 Btuh Ducts 5793 Btuh Central vent (82 cfm) 1189 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 36258 Btuh Latent Cooling Equipment Load Sizing Structure -8 Btuh Ducts -110 Btuh Central vent (82 cfm) -1471 Btuh Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 36258 Btuh Req. total capacity at 0.70 SHR 4.3 ton Cooling Equipment Summary Make n/a Trade n/a Cond n/a Coil n/a AHRI ref n/a Efficiency n/a Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0 Bold/italic values have been manually overridden -+4A- 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 1 ACIC141 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Project Summa Job: 3478 Chase Street 1 Date: Nov 24, 2019 Rock vic"- Desilgnx Main .System By: Rockview Designs (MM) Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Cc Notes: Weather: Wheatridge Colorado Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 6 °F Outside db 72 °F Inside db 66 °F Design TD Daily range Relative humidity Moisture difference Heating Summary -289 Structure 15140 Btuh Ducts 0 Btuh Central vent (35 cfm) 2112 Btuh Outside air Equipment latent load 0 Humidification 2142 Btuh Piping 0 Btuh Equipment load 19394 Btuh Infiltration Method Construction quality Fireplaces Simplified Semi -tight 0 Heating Cooling Area (ft2) 2728 2728 Volume (ft') 17732 17732 Air changes/hour 0.18 0.09 Equiv. AVF (cfm) 52 27 Heating Equipment Summary Make Carrier Trade Carrier Comfort 95 Single -Stag... Model 59SC5B026E 14--10 AHRI ref 0 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96 AFUE 26000 Btuh 22264 Btuh 42 °F 585 cfm 0.039 cfm/Btuh 0.70 in H2O 91 °F 75 °F 16 °F H 50 % -32 gr/Ib Sensible Cooling Equipment Load Sizing Structure 12460 Btuh Ducts 0 Btuh Central vent (35 cfm) 503 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 12963 Btuh Latent Cooling Equipment Load Sizing Structure -289 Btuh Ducts 0 Btuh Central vent (35 cfm) -622 Btuh Outside air Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 12963 Btuh Req. total capacity at 1.00 SHR 1.1 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond 24ABB318ABN340 Coil CNPHP2417ALA AHRI ref Efficiency 12.5 EER, 14 SEER Sensible cooling 17500 Btuh Latent cooling 0 Btuh Total cooling 17500 Btuh Actual air flow 760 cfm Air flow factor 0.061 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 1.00 Bold/italic values have been manually overridden v�,+r-€3vt.s�aiwi- 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 2 '" C4" ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Project Summary Job: 3478 Chase Street Date: Nov 24, 2019 RockA,ie,x Designs Upper System By: Rockview Designs (MM) Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Notes: Weather Winter Design Conditions Outside db 6 °F Inside db 72 °F Design TD 66 °F Heating Summary Structure 20513 Btuh Ducts 8807 Btuh Central vent (47 cfm) 2884 Btuh Outside air Heating Equipment Summary Humidification 2612 Btuh Piping 0 Btuh Equipment load 34817 Btuh Infiltration Method Construction quality Fireplaces Wheatridge Colorado Simplified Semi -tight 0 w Summer Design Conditions Heating Cooling Area (ftZ) 1749 1749 Volume (f 3) 16105 16105 Air changes/hour 0.21 0.11 Equiv. AVF (cfm) 55 29 Heating Equipment Summary Make Carrier Relative humidity Trade Carrier Comfort 95 Single -Stag... Model 59SC5A060S 17--14 Moisture difference AHRI ref gr/Ib Efficiency 95.5 AFUE Heating input 60000 Btuh Heating output 51264 Btuh Temperature rise 56 °F Actual air flow 1005 cfm Air flow factor 0.034 cfm/Btuh Static pressure 0.70 in H2O Space thermostat 0.80 w Summer Design Conditions Outside db 91 °F Inside db 75 °F Design TD 16 of Daily range H Blower Relative humidity 50 % Moisture difference -32 gr/Ib Sensible Cooling Equipment Load Sizing Structure 16816 Btuh Ducts 5793 Btuh Central vent (47 cfm) 686 Btuh Outside air Blower 0 Btuh Use manufacturer's data y Btuh Rate/swing multiplier 1.00 ton Equipment sensible load 23295 Btuh Latent Cooling Equipment Load Sizing Structure 281 Btuh Ducts -110 Btuh Central vent (47 cfm) -849 Btuh Outside air Equipment latent load 0 Btuh Equipment Total Load (Sen+Lat) 23295 Btuh Req. total capacity at 1.00 SHR 1 9 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond 24ABB336ABN35 Coil CNPHP3617ALA AHRI ref Efficiency 11.0 EER, 13 SEER Sensible cooling 30000 Btuh Latent cooling 0 Btuh Total cooling 30000 Btuh Actual air flow 1215 cfm Air flow factor 0.054 cfm/Btuh Static pressure 0.80 in H2O Load sensible heat ratio 1.00 Bold/italic values have been manually overridden vsrrA€ i7tsi° 2019 -Dec -19 19:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 3 '� ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces. W Right -M Worksheet Job: 3478 Chase Street i0% i �„n°' Entire House Date: Nov 24, 2019 Rockview Designs By: Rockview Designs (MM) 1 Room name Entire House Main System 2 I Exposed wall 593.0 ft I 340.0 ft 3 Room height 7.6 ft d 6.5 ft d 4 Room 5I Room area 4477.0 4477.0 ftp 2728.0 ftp Ty Construction U -value Or HTM Area (ftp) Load Area (ft2) Load number (Btuh/ftp--F� (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12 87 32 3591 644 41 404 1744 1 22 23.92 10.42 55 196 017681 196 17 6831 37 196 0 7864831 15 w Craw0lspace Wall R-15 0.059 n 1768 1961 WW, R-F-Osw n 4.32 0.77 266 266 1 075 1.1 0.065 e 4.32 0.77 630 485 20930.065 375205 324 21011 9161 16031 L--{' Low E 20120.320 e 21.25 35.21 145 0 30811 5106 113 OI 2401 3979 W Crawls pace Wall R-15 0.059 e 3.92 0.42 144 144 564 61 144 144 564 61 R-21 Wall 0.065 e 4.32 0.77 135 111 479 86 0 0 0 0 Low E 2012 I12F-Osw 0.320 I e 21.25 35.21 240 510 845 0 0 0 0 Vll 0.065 s 4.32 0.77 900 775 3343 599 441 373 1608 288 C1 8.37 I 10.42 108 0 295 2768 84 1983 51 0 084 1768 371 983 - D 0.280 s18.92 .59 6.47 18 18 325 113 18 18 325 1131 W CftDoo�ace Wall R-15 0.059 s 196 196 196 196 0.065 s 4.32 0.772661 224 965 173 0 0 0 0 L --G owl 2012 0.3201 s 21.25 18.371 42 0 892 771 0 0 0 0 W 12F-Osw 0.065 w 4.32 0.77 658 482 2078 372 324 229 986 177 Low E 2012 0.320 w 21.25 35.21 152 0 3230 5353 71 0 1509 2500 DftDoor 0.280 w 18.59 6.47 25 25 456 158 25 25 456 158 W Crawlspace Wall R-15 0.059 w 3.92 0.42 144 144 56461 144 144 564 61 R-21 Wall 0.065 w 4.32 0.77 135 118 507 91 0 0 0 0 D DftDoor 0.280 w 18.59 6.47 18 18 325 113 0 0 0 0 C R-49 Ceiling 0.022 1.46 1.03 1433 1433 2093 1469 0 0 0 0 C R-49 Ceiling 0,022 1,46 1,03 100 100 146 139 100 1406 103 F 0P- Oc 0.035 2.32 0.23 169 169 393 1000 0 F i21A-32t I 0.0201 - 1 1 1.331 0.00 1364 13641 1811 OI 1364 13641 1811 0 1 6 1 c) AED excursion 0 01 Envelope loss/gain 33592 19506 i 1 164301 9435 12 a) InfiltrationI 65001 8101 31501 390 1 1 Room ventilation I 1 I b) �13 Internal gains: Occupants @ 230 1 51 11501 1 230 1 1 Appliances/other 1 1 1 57001 2400 Subtotal (lines 6 to 13) 1 1 35653 29276 15140 12460 Less external load 0 0 1 0 0 Less transfer 0 0 0 0 Redistribution I 0 0 0 0 14 15 1 Subtotal 35653 29276 15140 12460 Duct loads 1 25 % 20 % 88071 5793 0%1 0% 0 0 Total room load I I 44461 3506911 15140 12460 Air required (cfm) I 1590 1975 1 585 760 Bold/italic values have been manually overridden Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019 -Dec -1919:07:26 "°� ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Page 1 Right -J® Worksheet Job: 3478 Chase Street Entire House Date: Nov 24, 2019 Rockview Designs By: Rockview Designs (MM) 1 Room name Upper System 2 Exposed wall 253.0 ft 3 Room height 9.2 ft p 4 Room dimensions 5 Room area 1749.0 ft' Ty Construction U -value Or HTM Area (ft') I Load I Area I Load number (Btuh/ft2-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-0sw 0.065 n 4.32 0.77 446 428 1847 331 Low E 2012 0.320 n 21.25 11.22 18 0 382 202 W Crawlspace Wall R-15 0.059 n 3.92 0.42 0 0 0 0 W R-21 Wall 0.065 n 4.32 0.77 266 266 1146 205 11 L-G12F-Osw 0.065 a 4.32 0.77 306 274 1183 212 Low E 2012 0.320 a 21.25 35.21 32 0 680 1127 W Crawlspace Wall R-15 0.059 a 3.92 0.42 0 0 0 0 Vrl R-21 Wall 0.065 a 4.32 0.77 135 111 479 86 C Low E 2012 0.320 a 21.25 35.21 24 0 510 845 12F-Osw 0.065 s 4.32 0.77 459 402 1735 311 Low E 2012 0.320 s 21.25 18.37 57 0 1211 1047 DftDoor 0.280 s 18.59 6.47 0 0 0 0 W Crawlspace Wall R-15 0.059 s 3.92 0.42 0 0 0 0 R-21 Wall 0.065 s 4.32 0.77 266 224 965 173 Low E 2012 0.320 s 21.25 18.37 42 0 892 771 V)/ 12F-Osw 0.065 w 4.32 0.77 334 253 1092 196 Low E 2012 0.320 w 21.25 35.21 81 0 1721 2852 :GG DfOoor 0.280 w 18.59 6.47 0 0 0 0 W Crawlspace Wall R-15 0.059 w 3.92 0.42 0 0 0 0 t R-21 Wall 0.065 w 4.32 0.77 135 118 507 91 --D DftDoor 0.280 w 18.59 6.47 18 18 325 113 C R-49 Ceiling 0.022 1.46 1.03 1433 1433 2093 1469 C R-49 Ceiling 0.022 1.46 1.03 0 0 0 0 F 20P -30c 0.035 2.32 0.23 169 169 393 39 F 21A -32t 0.020 1.33 0.00 0 0 0 0 61 c) AED excursion 10 Envelope loss/gain 1 17162 10071 1 1 1 i 12 a) Infiltration 3351 420 1 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 3300 Subtotal (lines 6 to 13) 20513 16816 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 20513 16816 15 Duct loads 43% 34% 8807 5793 Air I 210051 2120151 1 requomdl(cfm) 1 1 1 Bold/italic values have been manually overridden +v■ eititcsfc" 2019 -Dec -1919:07:26 �^ Comfort Builder by Wrightsoft 19.0.11 RSU30090 Pae 2 ...ads\Noga Construction\3478 Chase\3478 Chase. rup Calc = Manual Front Door faces: W g Right -J® Worksheet Main System Rockview Designs Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) 1 Room name Main System Crawlspace 2 Exposed wall 340.0 ft 170.0 it 3 Room height 6.5 ft d 4.0 ft heat/cool dimensions I 1 1.0 x 1364.0 ft 5 Room area 2728.0 f t2 1364.0 f t= Ty Construction U -value Or HTM I Area (ftp) 1 Load I Area (ft2) 1 Load number (Btuh/ftp-°Fi (Btuh/ftp) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 1 6 VV 176815� 23.92 1.25 10.421 483 W Crraw0IspaceWall R-15 0.059 n 196 196 1961 196 768 83 I R-21 0.065 n 4.00 00.001 1 1 V+! FOs/wll 0.065 e 324 21011 9101 163 OI 0 0 0 5,21 20.00 30.001 113 0 256401 79 396101 0 Wall R-15 1404 1404 14041 1411 610 t a 0.00 000 0 -G5604 Low 2011 0065 e V) 12F-Osw 0.065 s 4.32 0.77 441 373 1608 288 0 0 0 0 L -G -G Low E 2012 0.320 s 21.25 18.37 51 0 1084 937 0 0 0 0 DftDoor 0.280 s 18.59 6.47 18 18 325 113 0 0 0 0 W Crawlspace Wall R-15 0.059 s 3.92 0.42 196 196 768 83 196 196 768 83 R-21 Wall 0.065 s 0.00 0.00 0 0 0 0 0 0 0 0 Low E 2012 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 0. 65 w 4.32 24 3251 225.21 0320 w 21 25 36.47) 71 05 14056 2158 L -D DftD o2012 0.2080 w 18.59 0 0 0 0 W Crawlspace Wall R-15 0.059 w 3.92 0.42 144 144 564 61 144 144 564 61 Vr-D R-21 Wall 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 DftDoor 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 C R-49 fling 0.022 1.46 1.03 100 100 14O 100 3 0 L I ?10A- 21 4.033 D 0 0 0 0.020 0.00 13641 13641 1811 0 13641 I 1364 1811 1 0 6 c) AED excursion p 0 Envelope loss/gain 164301 94351 1 1 44751 289 i 12 a) Infiltration 31571 395 i 1 9711 1221 b) Room ventilation I OI OI I 0 I O 13 Internal gains: Occupants @ 230 1 2301 0 0 Appliances/other 24001 0 Subtotal (lines 6 to 13) 15140 124601 1 1000 365 Less external load0� 0 1 0 01 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15140 12460 1000 365 15 Duct loads 0% 0% 0 0 -0%1 0% 0 0 1 I I 15585) 1039 3651 AAirrequomdl(cdn) 72760 I Bold/italic values have been manually overridden •"ea-.t_rgF'r- 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0 11 RSU30090 '"" ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Page 3 Right -J@ Worksheet Main System Rockview Designs Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) 1 Room name Kit/Dining Mudroom 2 Exposed wall 35.0 ft 23.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 20.0 x 23.0 ft 7.5 x 8.0 ft 5 Room area 460.0 ft2 60.0 ft' Ty Construction U -value Or I HTM I Area (ft=) I Load I Area (ft') I Load number (Btuh/ft2-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S j Heat Cool Gross I N/P/S I Heat I Cool 6 V)/ 12F-Osw 0.065 n 4.32 0.77 180 164 708 127 68 68 291 52 t -G Low E 2012 0.320 n 21.25 11.22 16 0 340 180 0 0 0 0 W Crawlspace Wall R-15 0.059 n 3.92 0.42 0 0 0 0 0 0 0 0 W R-21 Wall 0.065 n 0.00 0.00 0 0 0 0 0 0 0 0 11 V+1 12F-Osw 0.065 a 4.32 0.77 135 72 311 56 72 52 224 40 C Low E 2012 0.320 a 21.25 35.21 63 0 1339 2219 20 0 425 704 W Crawlspace Wall R-15 0.059 a 3.92 0.42 0 0 0 0 0 0 0 0 V�/ R-21 Wall 0.065 a 0.00 0.00 0 0 0 0 0 0 0 0 -GLow E 2012 0.320 a 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 s 4.32 0.77 0 0 0 0 68 50 216 39 Low E 2012 0.320 s 21.25 18.37 0 0 0 0 0 0 0 0 DftDoor 0.280 s 18.59 6.47 0 0 0 0 18 18 325 113 W Crawlspace Wall R-15 0.059 s 3.92 0.42 0 0 0 0 0 0 0 0 R-21 Wall 0.065 s 0.00 0.00 0 0 0 0 0 0 0 0 Low E 2012 0.320 s 0.00 0.00 0 0 0 0 0 0 0 0 V+/ 12F-Osw 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 Low E 2012 0.320 w 21.25 35.21 0 0 0 0 0 0 0 0 L�_pC DftDoor 0.280 w 18.59 6.47 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 w 3.92 0.42 0 0 0 0 0 0 0 0 V+/ R-21 Wall 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 t -D DftDoor 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 0.00 0.00 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 1.46 1.03 0 0 0 0 60 60 88 62 F 20P -30c 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 21A -32t 0.020 1.33 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 01 1 0 Envelope loss/gain 2697 2581 1570 1010 12 a) Infiltration i 450 566 1 2966 370 b) Room ventilation 0 13 Internal gains: Occupants @ 230 1 0 0 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13) 3147 3444 1865 1026 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3147 3444 1865 1026 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Air 31221 3210 1872 651 1063 requomdl(cfm) I I Bold/italic values have been manually overridden -!}.I 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 4 "� ...adMNoga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W 9 Right -J® Worksheet Main System Rockview Designs Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) 1 Room name Great Room Pantry 2 Exposed wall 35.0 ft 6.5 ft 3 Room height 9.0 it heat/cool 9.0 it heat/cool 1 14Room dimensions 20.0 x 13.0 it 6.5 x 9.5 ft 5 Room area 260.0 ft2 61.8 ft2 1 Ty Construction U -value Or1 HTM 1 Area (ft2) I Load I Area (ftp) Load number (Btuh/ftp- F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) 1 (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 121-Osw 0.065 n 4.32 0.77 0 0 0 0 59 59 252 45 G� Low E 2012 0.320 n 21.25 11.22 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 n 3.92 0.42 0 0 0 0 0 0 0 0 vy R-21Wall n 40.065 .00 0.32 11 0.065 e 0.00 110 870 375 6701 0 0 0 0 L -G Low E 2012 1 0.320 e 21.25 35.21 30 0 637 1056 0 0 0 0 W Crawlspace Wall R-15 0.059 e 3.92 1 0.42 0 0 0 0 0 0 0 0 R-21 Wall 0.0651 e 0.00 0.00 0 0 0 0 0 0 0 0 Low E I 0001 0 1 � 12F Osw012 I 0.0651 s 4.32 0.77 180 1500,00 640 116 0 OI 0 01 Low E 2012 0.320 s 21.25 18.37 30 0 6371 551 0 0 0 0 DftDoor 0.280 s 18.59 6.47 01 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 s 3.92 0.42 0 0 0 0 0 0 0 0 Vkl 1E 1 L -G ow20112 0.0320 s 0.00 0.00 01 0 01 0 0 0 0 0 Vj/ 12F-Osw 0.065 w 4.32 0.77 18 18 78 14 0 0 0 0 G Low E 2012 0.320 w 21.25 35.21 0 0 0 0 0 0 0 0 L --D DftDoor 0.280 w 18.59 6.47 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 w 3.92 0.42 0 0 0 0 0 0 0 0 Vt/ R-21 Wall 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 I -p DftDoor 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 1 C R-49 Ceiling 0.022 0.030 001 C R-49 Ceiling 0.022 - 10.46 1.00 40 401 58 41 01 0 0 F 20P -30c 0.035 0.00 0.00 0 0 0 0 0 01 0 0 F 1 21 A -32t i 0.020 - 1 1.33 0.001 01 0 01 0 O I OI 0 0 6 c) AED excursion I O O Envelope loss/gain 2434 1846 2521 451 1 12 a) Infiltration 450 561 1 841 10 Hb) Room ventilation 0 01 1 0 0 13 Internal gains: Occupants @ 230 01 1 001 OI 001 Appliances/other 90 Subtotal (lines 6 to 13) 2884 2494 336 501 1 Less external load --T 01 01 0 0 Less 1 0 0 0 I Redistribution 0 0 0 0 14 Subtotal 2884 2494 336 50 15 utads 0% 0 01 -0% 0% 0 0 1 -_ room 1oad(cm) 1 1 1 288 24521 313 53 AAotaequi dI 1, 1 Bold{italic values have been manually overridden 2019 -Dec -19 19:07:26 "' -- - Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 5 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manua! Front Door faces W Right -J® Worksheet Main System Rockview Designs Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) 1 Room name Coat Entry/Stairs 2 Exposed wallI 0 ft 29.0 ft I 3 Room height 9 0 ft heaUcool 9.0 ft heat/cool Room dimensions I x 5.5 ft I 1.0 x 229.8 ft 5 Room area 35.8 ft' I 229 8 ft2 229.8 Ty Construction U -value Or HTM Area (ftp) Load Area (ft') number (Btuh/f t' -°F (Btuh/ftp) or perimeter (ft) (Btuh) or edmeter (ft) p (oad Heat Cool t Gross i N/P/S I Heat Cool Gross N/P/S Heat Cool I iT� 612F �G -07w 0.065 n 4.32 0.77 0 0 0 0 72 72 311 56 Low 12012 0.320 n 21.25 11.22 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 n 3.92 0.42 0 0 0 0 0 0 0 0 I l l VI/ 1R2F-Oswll 0.065 e 4.0320 0.77 0 0 0 OI 0 0 0 0 L --G Low E 2012 0.320 e 21.25 35.21 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 e 3.92 0.42 0 0 0 0 0 0 0 0 V+1 R-21 Wall 0.065 e 0.00 0.00 0 0 0 0 0 0 0 0 L -G ILow E 2012 0.320 e 0.00 0.00 01 01 0 0 01 01 0 0 12F-Osw 0.065 s 4.32 0.77 0 0 0 0 0 0 0 0 Low E 2012 0.320 s 21.25 18.37 0 0 0 0 0 0 0 0 DftDoor 0.280 s 18.59 6.47 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 s 3.92 0.42 0 0 0 0 0 0 0 0 Vi/ R-21 Wall 0.065 s 0.00 0.00 0 0 0 Low E 2012 0.3201 s 0.00 0.001 O I 0 O 0 0 0 0I OI WiL-GG 65 w 4.32 185 50 125 645 116 Low E 2012 0.320 w 21.2536.47 5 0 3 19 528 r ---D DftDoor 0.2080 w 18.59 0 0 OI 0 456 1581 W Crawlspace Wall R-15 0.059 w 3.92 0.42 0 0 0 0 0 0 0 0 V+! L1 R-21 Wall 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 DftDoor 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 - 1.46 1.03 0 0 0 0 0 0 0 0 I210A-302t 0.035 0.00 0,001 I 0 OI 0 0 0 F 0.020 1 - i 0.00 O OI Oi 0 0 0 0 0 1 61 c) AED excursion I 0 I Envelope loss/gain 01 0 17301 408 12 a)Infiltration 0 01 373 47 b) Room ventilation ( 0 01 0 01 13 Internal gains: Occupants @ 230 1 0 0 0 0 Appliances/other 01 1 0 Subtotal (lines 6 to 13) 0 01 2103 1053 Less external load 0 01 0 01 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 0 0 2103 1053 15 Duct loads 1 -0% 0% 0 0 -0% 0% 0 0 tal om load I I 2103�81 10531 Air equiir d (cfm) I O OI 81 64 Bold/italic values have been manually overridden asox-.-r-l't 2019 -Dec -19 19:07:26 - Comfort Builder by Wrightsoft 19.0.11 RSU30090 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Page 6 Right -J® Worksheet Job: 3478 Chase Street Main System Date: Nov 24, 2019 Rockview Designs By: Rockview Designs (MM) 1 1 Room name Study/Bedroom Bath 1 2 Exposed wall 35.0 ft 6.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 15.0 x 13.0 ft 6.5 x 9.5 ft 5 Room area 195.0 ft2 61.8 ft2 Ty Construction U -value Or HTM Area (ft2) Load Area (ft2) Load number (Bt uh/ftp-°E� (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 12F-Osw 0.065 n 4.32 0.77 63 40 6 I Low1 2012 0320 n23.92 10.42 201 440 230 W Crawlspace Wall R-15 0.059 n OI OI 0 0 1 2 0.065 n 1 920 1 W, F1Oswl1 0.065 e 4. OI 0.77 0 0 OI OI OI 0 OI C Low E 2012 0.320 e 21.25 35.21 0 0 0 0 0 0 0 0 Crawlspace Wall R-15 VW R-2Wall 0.065 e 0.00 0.00 0 0 0 0 OI OI 0 0 2012 0.065 s 4.0320 0.770 1305 120 518 99 59 59 2207 410 -G Low E 2012 0.320 s 21.25 18.37 15 0 319 276 6 0 127 110 Df Door 0.280 s 18.59 6.47 0 0 0 0 0 0 0 0 Crawlspace Wall R-15 0.059 s 3.92 0.42 0 0 0 0 0 0 0 0 1•nWr, Wall I O065 I s I 0.00 I 017 L G ow 2012 0.33201 s 0.00 0.00 0 0 OI 0 0 0 0 0 150 60 Lo E 20 2 0.080 w 21.25 I 35.21 1190 1970 DftDoor w 18.59 6.47 0 0 0 0 W Crawlspace Wall R-15 0.059 w 3.92 0.42 0 0 0 0 0 0 0 0 R-21 Wall 0.065 w 0.00 0.00 0 0 0 0 0 0 0 0 DftDoor 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 01.46 I 0.001 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 0 0 0 0 0 OI 0 0 20P -30c 0.035 0.00 F 211 A -32t 0.020 _1,33 0.00 OI 0 0 0 0 OI 0 0 6 c) AED excursion I OI I I O Envelope loss/gain 2917 2656 3541 151 12 a) InfiltrationI i 450 566 84 10 b) Room ventilation 0 . 010 0 13 I Internal gains: Occupants @ 2301 I 230 0� Appliances/other 1 5001 Subtotal (lines 6 to 13) 3367 3411 438 6171 Less external load 0 01 0 01 Less transfer I Redistribution I 14 Subtotal 336071 341011 438 6107 15 Duct loads 1 -0% 0°i 0 0 -0% 0%1 0 0 Total room load 3367 3411 438 617 Air required (cfm) I 130 2081 I 17 38 Bold/italic values have been manually overridden Comfort Builder by Wrightsoft 19.0. 11 RS1J30090 2019 -Dec -19 19:07:26 Page 7 ...ads\Noga Construction\3478 Chase\3478 Chase rup Calc = Manual Front Door faces: W Job: 3478 Chase Street Right -J® Worksheet R,�j it �t i 1nr•,Upper System Date: Nov 24, 2019 By: Rockview Designs (MM) Rockview Designs 1 Room name Upper System Flex Area 2 Exposed wall 253.0 it 41.5 ft 3 Room height 9.2 ft P 9.0 It heat/cool 1 4 Room dimensions 1.0 x 499.0 ft 5 Room area 1749.0 ft' 499.0 ft2 1 1 Ty Construction 1 U -value Or 1 HTM 1 Area (ft2) I Load I Area (ft2) Load number (Btuh/ftp-°F� (Btuh/ftp) or perimeter (ft) (Btuh) or perimeter (ft) 1 (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 4101 42 1 47 331 196 1801 800 160 W G Lowl E 20.2 0.320 n 20.00 11.22 380 2001 0 127 Cr pace Wall R-15 0.059 n 0 W R-21 Wall 0.065 n 4.32 266 1146 01 O 11 W, 12F-Osw e 4.321 00.77 .77 3661 274 1183 2021 0 0.065 61 0 � 1.25 24.00 30.32 0 610 1186 VRr2 e Wall R-15 Wall 0.065 e 0.77 1351 1161 479 0 0 0 0 C. LowE 21.25 35.21 24 0 510 8311 45 12F-Osw012 0.065 s 4.32 0.77 459 402 1735 0 0 01 01 Low E 2012 0.320 s 21.25 18.37 57 0 1211 1047 0 0 0 0 DftDoor 0.280 s 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wail R-15 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 W R-21 Wall 0.065 s 4.32 0.77 266 224 965 173 0 0 OI 0 G Low E 2012 0.320 s 21.25 18.37 42 0 892 771 0 0 0 0 12F-Osw 0.065 w 4.32 0.77 334 253 1092 196 180 155 669 120 Low E 2012 0.320 w 21.25 35.21 81 0 1721 2852 25 0 531 880 L -D DfOoor 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 W e Wall R-15 w 0.0302 R-21 Wall 0065 w .059 4.3200 0.707 1365 118 507 910 0 0 0 0 DftDoor 0.280 w 18.591 6.47 18 18 325 1131 OI OI 0 0 C R-49 Ceiling 0.022 1 1.461 1.03 14331 1433 2093 14691 3891 3891 568 399 C R-49 Ceiling 0.022 _ 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30c 0.035 2.32 0,23 160 160 390 301 F 211A -38t 1 I 0.0201 - I 0.00i 0.001 0 0 01 0 1 61 c) AED excursion 1 01 1 I I O Envelope loss/gain 17162 100711 1 27051 16111 12 a) Infiltration 3350 4201 530 60 b) Room ventilation 1 13 Internal gains: Occupants @ 230 4 1 9201 --T 0 1 0 1 Appliances/other 1 1 33001 900 1 Subtotal (lines 6 to 13) 1 205131 16816 11 3239 2826 Less external load 1 1 0 0 i 01 01 Less transfer 0 0 0 0 Redistribution 0 71 43 14 Subtotal 20513 16816 6 3309 2869 15 I Duct loads 1 43% 1 34%1 8807 57931 43%1 3,40% 1 1421 9881 1 1 Air (c m) 1 1 1 2110051 2121051 416201 3807 required 1 1 1 Boldlitalic values have been manually overridden Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019 -Dec -19 19:07 26 8 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Right -J® Worksheet Job: 3478 Chase Street Upper System Date: Nov 24, 2019 Rockview Designs By: Rockview Designs (MM) 1 Room name Bedroom 2 Shower/Toilet 2 Exposed wall 21.0 ft 6.0 it 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 163.5 ft 5.5 x 6.0 ft 5 Room area 163.5 ft2 33.0 ft2 Ty Construction U -value Or HTM Area (ft2) I Load I Area (ftp) I Load number (Btuh/ft2-°F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool V1 12F-Osw 0065 n 4.32 0.77 1 10 6 WG Low E 2012 0320 n 2 1 1 25 13 Crrawllspace Wall R-15 0.059 n 0.00 0.00 0 0 0) 0 0 OI 0 0 W I -2111 n 4.32 0.770 0 OI OI 0 1 1 VW 1R2F-Oswll 0.065 e 4.32 0.77 720.065 60 2591 46 54 46 199 366 L -G Low E 2012 0.320 e 21.25 35.21 12 0 255 423 8 0 170 282 W Crawlspace Wall R-15 0.059 e 0.00 0.00 0 0 0 0 0 0 0 0 t -21 Wall 0.065 e 4.32 0.77 0 0 0 0 0 0 0 0 -GR Low E 2012 1 0.320 e 21.25 35.21 0 0 Of 0 0 0 0 0 12F-Osw 0.065 4.32 0.77 I 1.25 837 20.0 10.00 0 0.280 s 00 00 CrawlDftDopace Wall R-15 0.059 s OI OI 0 0 0 0 0 V� R-21 Wall 0.065 s 4.32 0.77 0 0 0 0 0 0 0 0 G Low E 2012 0.320 s 21.25 18.37 0 0 0 0 0 0 0 0 12F-Osw 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 Low E 2012 0.320 w 21.25 35.21 0 0 0 0 0 0 0 0 DftDoor 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 w 0.00 0.00 0 OI 0 0 0 0 0 0 R-21 Wall 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 DftDoor 0.280 w 18.59 6.47 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 1.46 1.03 15061 15061 2208 16001 RO4A9 fling FI 0 0.035 2.32 30 30 70 8I 0.020 - 0.00 0.00 I I 61 c) AED excursion 01 1 1 0 Envelope loss/gain 14501 845 1 1 4451 325 12 I a) Infiltration I 270 30 771 101 b) Room ventilation I 13 Internal gains: Occupants @ 230 1 2300 0 i Appliances/other 0 I 500 1 Subtotal (lines 6 to 13) 1720 1124 522 847 Less external load0 0� 0 0 Less transfer 0 0 0 0 Redistribution 3 0 3 0 14 Subtotal 1723 1125 526 848 15 Duct loads 43%1 34% 740 387 43% 34 % 226 292 room load Air I 2484 1581 726 1161 requi dal (c m) I I Bold/italic values have been manually overridden Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019-Dec-1919:07:26Page 9 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W 1 '" 1' � Right -J® Worksheet Job: 3478 chase Street �k'{ �,%ems,-7iriaa4 (upper System By: Nov 24, 2019 By: Rockview Designs (MM) Rockview Designs 1 Room name Closet 2 Bath 3 2 Exposed wall 12.0 ft 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heattcool 4 Room dimensions 6.5 x 5.5 ft 6.0 x 6.0 ft 5 Room area 35.8 ft' 36.0 ft2 Ty ConstructionU-value Or HTM Area (ftp) Load Area (f t2 I Load I number (Btuh/ftp-'F (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool j Gross I N/P/S j Heat Cool Gross I N/P/S I Heat Cool 6 Vl/L- 12F-Osw 0.065 n 4.32 0.77 59 59 252 45 0 0 0 0 C Low E 2012 0.320 n 21.25 11.22 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 W R-21 Wall 0.065 n 4.32 0.77 0 0 0 0 0 0 0 0 11 Vt/ 12F-Osw 0.065 a 4.32 0.77 50 50 214 38 0 0 0 0 G Low E 2012 0.320 a 21.25 35.21 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 a 0.00 0.00 0 0 0 0 0 0 0 0 R-21 Wall 0.065 a 4.32 0.77 0 0 0 0 0 0 0 0 Low E 2012 0.320 a 21.25 35.21 0 0 0 0 0 0 0 0 12F-Osw 0.065 s 4.32 0.77 0 0 0 0 0 0 0 0 Low E 2012 0.320 s 21.25 18.37 0 0 0 0 0 0 0 0 DftDoor 0.280 s 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 Vt/ R-21 Wall 0.065 s 4.32 0.77 0 0 0 0 0 0 0 0 �G Low E 2012 0.320 s 21.25 18.37 0 0 0 0 0 0 0 0 12F-Osw 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 Low E 2012 0.320 w 21.25 35.21 0 0 0 0 0 0 0 0 DftDoor 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 Vtl R-21 Wall 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 �D DftDoor 0.280 w 18.59 6.47 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 1.46 1.03 26 26I 38 27 0 0 0 0 C R-49 Ceiling 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30c 0.035 2.32 0.23 36 36� 83 8 6 6 14 1 F 21A -32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 0 0 Envelope loss/gain 587 118 i 1 14 1 12 a) Infiltration 154 19 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 741 126 14 1 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 1 0 -14 -1 14 Subtotal 742 126 0 0 15 Duct loads 43% 34% 319 43 43 % 34% 0 0 Totalroom load 1036 611 1691 01 01 Airequiired (cfm) I I 1 1 0 0 Bold/italic values have been manually overridden ++ sJa ■ 3agirotc»s c 2019 -Dec -19 19:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Pae 10 ' ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W g Right -JO Worksheet Job: 3478 Chase Street Upper System Date: Nov 24, 2019 By: Rockview Designs (MM) Rockview Designs 1 Room name Bedroom 3 Laundry 2 Exposed wall 26.0 ft 7.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 11.5 x 14.5 ft 7.0 x 11.0 ft 5 Room area 166.8 ft' 77.0 ft' Ty Construction U -value Or I HTM I Area (f t2) 1 Load 1 Area (ft') Load number (Btuh/ft2-'F (Btuh/f t2) or perimeter (ft) (Btuh) or perimeter (ft) 1 (Btuh) 1 Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 V+1 12F-Osw 0.065 n 4.32 0.77 0 0 0 0 OI 0 0 0 L -G Low E 2012 0.320 n 21.25 11.22 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 W R-21 Wall 0.065 n 4.32 0.77 0 0 0 0 0 0 0 0 11 V�! 12F-Osw 0.065 a 4.32 0.77 131 119 511 92 0 0 0 0 Iii Low E 2012 0.320 a 21.25 35.21 12 0 255 423 00 0 0 W Crawlspace Wall R-15 0.059 a 0.00 0.00 0 0 0 0 01 0 0 0 VI/ R-21 Wall 0.065 a 4.32 0.77 0 0 0 0 0 0 0 0 GLow E 2012 0.320 a 21.25 35.21 0 0 0 0 0 0 0 0 V612F-Osw 0.065 s 4.32 0.77 104 92 395 71 63 51 220 39 Low E 2012 0.320 s 21.25 18.37 12 0 255 220 12 0 255 220 DftDoor 0.280 s 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 R-21 Wall 0.065 s 4.32 0.77 0 0 0 0 0 0 0 0 Low E 2012 0.320 s 21.25 18.37 0 0 0 0 0 0 0 0 12F-Osw 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 Low E 2012 0.320 w 21.25 35.21 0 0 0 0 0 0 0 0 Df[Door 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 Vll R-21 Wall 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 �- 0 DftDoor 0.280 w 18.59 6.47 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 1.46 1.03 81 81 118 83 49 491 72 50 C R-49 Ceiling 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30c 0.035 2.32 0.23 94 94 219 22 0 01 0 0 F 1 1 21A -32t 0.020 - 0.00 0.00 0 0 0 I 0 0 0 I 1 0 1 0 61 c) AED excursion 01 0 Envelope loss/gain 1753 910 547 310 12 a) Infiltration 334 42 90 11 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 500 Subtotal (lines 6 to 13) 2087 1305 637 997 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 3 0 12 7 14 Subtotal 2091 1306 648 1004 15 Duct loads 43% 34% 898 450 43% 34% 278 346 Total room load 1 1 1 29881 1756 927 1350 u Air required (cfm) 102 94 1 I 32 73 Bold/italic values have been manually overridden Comfort Builder by Wrightsoft 19.0.11 RSU30090 zEol ..ads\Noga Construction\3478 Chase\3478 Chase. rup Calc = Manual Front Door faces: 2019 -Dec -19 19:07:26 Page 11 Right -J® Worksheet Job: 3478 Chase Street Upper System Date: Nov 24, 2019 Rockview Designs By: Rockview Designs (MM) 1 Room name WIC Master Bathroom 1 2 Exposed wall O ft 16.0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heal/cool 4 Room dimensions 12.0 x 5.5 ft 1.0 x 139.5 ft 5 Room area 66.0 ft' 1 139.5 ftp Ty Construction U -value Or HTM 1 Area (ft2) 1 Load 1 Area (ft2) 1 Load number (Btuh/ftp-°Fi (Btuh/ftp) or perimeter (ft) (Btuh) -T or pedmeter (ft) 1 (Btuh) 1 Heat Cool Gross N/P/S Heat Cool Gross I N/P/S Heat Cool 1 1 6 VIJ 12F-Osw 0.065 n 4.32 0.77 0 0 OI 0 0 0 0 0 G Low E 2012 0.320 n 21.25 11.22 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 ll 1 11 Vr 1R 2F-Osw 0.065 e 4.32 0.77 OI 0 0 0 0 0 0 0 I Low E 2012 O320 e21.25 l 30.771 W CRr� alce Wall R-15 e 0 00.059 .065 e 4.9 2 OI 0 0 0 0 OI I 0 0 1 Low E 2012 0.320 e 21.25 35.211 0 01 01 0 O 0 0 0 VI! 12F-Osw 0.065 s 4.32 0.77 0 0 0 0 144 135 583 104 1.25 20.001 10.00 190 t60 DD 5 W C a wlspace Wall R-15 0.0 91 s 0 0 0 0 0 0 1� 1 I 0 0 0 0 ow 2012 0.3201 s 21.251 18.37 0 0 0 OI 0 0 0 0 L12F-0sw d Low l 20.00 1.25 30.00 ftDoor 0.2065 80 w 0 OI 0 OI 0 0 0 0 W Crawlspace Wall R-15 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 VI/ R-21 Wall 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 -p DftDoor 0.280 w 18.59 6.47 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 - 1.461 1.031 611 61 88 62 1401 140 204 1431 C R-49 Ceiling 0.022 - 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30c 0.0351 - 2.321 0.231 OI 0 0 0 0 0 0 0 1 F 21A -32t 0.020 - 1 I 0.00 0.00 I 0 0 I OI 1 OI 0 OI 0 0 6 c) AED excursion 0 i 01 Envelope loss/gain 881 62978 413 12 a) Infiltration i 01 206 261 1 b) Room ventilation O1 1 1 13 Internal gains: Occupants @ 230 1 01 1 0 01 1 0 1 Appliances/other 1 0 1 500 1 Subtotal (lines 6 to 13) 1 1 1 881 571 1 1 11831 10421 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -88 -57 53 34 14 1 Subtotal 236 111 1076 15 Duct loads 43% 1 34% 0 0 43 % 34 % 53 3711 Airquomdl(cdn) 1 1 1 01 17667 14747 rel 0 0 1 1 1 11 8 Bold/italic values have been manually overridden Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019 -Dec -19 19:07:26Page 12 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Right -J® Worksheet Job: 3478 Chase Street Upper System Date: Nov 24, 2019 Rockview Designs By: Rockview Designs (MM) 1 Room name Toilet Master Bedroom 2 Exposed wall 0 ft 34.5 ft 3 I Room height 9.0 ft heat/cool 11.0 ft heat/cool 4 Room dimensions 5.5 x 3.0 ft 1.0 x 182.0 ft 5 Room area 16.5 f t2 182.0 f t' 1 1 Ty Construction U -value Or 1 HTM 1 Area (ftp) 1 Load 1 Area (ft2) Load number (Btuh/ftp - F (Btuh/ftp) or perimeter (ft) (Btuh) or perimeter (ft) I (Btuh) 1 Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 701 70 330 T� 60 6 W G 2012 wlspace 0.320 n20.00 1.25 10.00 CrraLow Wall R-15 0.059 n 0 0 0 OI W R-21all l 11 w 0.065 e 4.32 0.77 0 0 0 OI OI 0 0 0 Low E 2012 1 0.3201 e 21.25 35.21 0 01 0 0 OI 0 0 0 W Crawlspace Wall R-15 0.059 1 e 0.00 0.00 0 0 0 0 0 0 0 D VW R-21 Wall 0.0651 e 4.32 0.771 0 OI 0 OI OI 0 0I 0 �G Low E 2012 1 0.3201 e 21.25 1 35.21 1 0 01 0 01 01 0 01 0 12F-Osw 1 0.065 s 4.321 0.77 0 0 0 0 149 125 537 96 G Low E 2012 0.320 s 21.25 � 18.37 I 0 0 0 0 24 0 510 441 Illl���....pppp DftDoor 0.280 s 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 1 VI V2a011t2 0.020 s I 1 01 0 0 C Low s 21.255 18.371 0 0 0 0 0 D 0 VV k -G 12F-Osw Low E 2012 0.065 w 4.320.77 0 0 0 0 154 98 423 76 L DftDoor 0.320 w 21.25 35.21 0 0 0 0 56 0 1190 1972 --D 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 w 0.00 0.001 0 0 0 0 0 0 0 0 VIl R-21 Wall 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 L -D DftDoor 0.280 w 1859 6.47 0 0 0 0 0 0 0 0 C R-49 Ceiling 0.022 _ 1.46 1.031 171 17 24 17 182 182 266 187 C R-49 Ceiling 0.022 0.00 0.00 0 0 0 0 0 0 0 0 F 20P-30cI 0.0351 - 2.32 0.231 01 Oi OI 0 0 0 OI 0 1 I I F 1 I 21A32t0.020 i I 1 1 I I 1 I I 1 0.00 0.00 1 1 I 0 I i I 0 I 1 0 1 0 I 1 1 I 0 I I 01 1 i 01 I I 0 1 6 c) AED excursion 1 0 I1 o 1 I Envelope loss/gain I I I 241 17 I I 32581 2831 1 112 a) Infiltration 0i 54201 6801 1 b) Room ventilation 00 01 1 113 I Internal gains: Occupants @ 230 1 0 T- 0 21 460 1 I Appliances/other 1 0 1 0 I Subtotal (lines 6 to 13) I I I 241 15 I I 38001 4307 1 I Less external load I I 01 DI 11 0 01 Less transfer 0 0 0 0 Redistribution -24 -15 7I 5 14 1 15 I Subtotal Duct 0 0 3808 4312 loads 1 43% 34% 1 0 01 43% 34% 16351 1485 1 Air al 1 1 01 1 5487 5312 required equi dload (c m) 01 0 1 1 Bold/italic values have been manually overridden -b.- 9"I't ...-nsa 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Page 13 Right -J® Worksheet Upper System Rockview Designs Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) 1 Room name Linen Rec Room 2 Exposed wall 0 it 75.5 ft 3 Room height 9.0 It heat/cool 9.0 It heat/cool 4 Room dimensions 4.0 x 4.5 ft 1.0 x 278.0 ft 5 Room area 18.0 ft2 278.0 ft2 Ty Construction U -value Or I HTM I Area (ft') I Load I Area (ft') Load number Bt t2 t' -°F (Btuh/f t') or pe meter (ft) (Btuh) or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y! 12F-Osw 0.065 n 4.32 0.77 0 0 0 0 0 0 0 0 --G L Low E 2012 0.320 n 21.25 11.22 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 n 0.00 0.00 0 0 0 0 0 0 0 0 W R-21 Wall 0.065 n 4.32 0.77 OI OI 0 0 180 180 777 139 11VI/ 12F-Osw 0.065 a 4.32 0.77 0 0 0 0 0 0 0 0 I -i low E 2012 0.320 a 21.25 35.21 01 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 a 0.00 0.00 OI 0 0 0 0 0 0 0 V+/ R-21 Wall 0.065 a 4.32 0.77 0 0 0 0 135 111 479 86 G Low E 2012 0.320 a 21.25 35.21 0 0 0 0 24 0 510 845 12F-Osw 0.065 s 4.32 0.77 0 0 0 0 0 0 0 0 Low E 2012 0.320 s 21.25 18.37 0 0 0 0 0 0 0 0 ��---DDD DftDoor 0.280 s 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 s 0.00 0.00 0 0 0 0 0 0 0 0 V+l R-21 Wall 0.065 s 4.32 0.77 0 0 0 0 266 224 965 173 -G Low E 2012 0.320 s 21.25 18.37 0 0 0 0 42 0 892 771 0.065 w 4.32 0.77 0 0 0 0 0 0 0 0 ti12F-Osw Low E 2012 0.320 w 21.25 35.21 0 0 0 0 0 0 0 0 DftDoor 0.280 w 0.00 0.00 0 0 0 0 0 0 0 0 W Crawlspace Wall R-15 0.059 w 0.00 0.00 0 0 0 0 0 0 0 0 t_ R-21 Wall 0.065 w 4.32 0.77 0 0 0 0 99 82 352 63 -D DftDoor 0.280 w 18.59 6.47 0 0 0 0 18 18 325 113 C R-49 Ceiling 0.022 1.46 1.03 18I 18 26 18 278 278 406 285 C R-49 Ceiling 0.022 0.00 0.00 0 0 0 0 0 0 0 0 F 20P -30c 0.035 2.32 0.23 0 OI OI 0 0 0 0 0 F 21A -32t 0.020 - 0.00 0.00 OI 0 OI 0 0 0 0 0 61 c) AED excursion 101 1 0 Envelope loss/gain 26 18 1 1 4706 2476 12 a) Infiltration 0 0 971 122 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0i 0 01 0 Appliances/other 0 1 900 Subtotal (lines 6 to 13) 26 17 1 5677 4010 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -26 -17 0 0 14 Subtotal 0 0 5677 4010 15 Duct loads 43% 34%1 0 0 43% 34% 2437 1381 Air I I 01 821141 5290 requomdload �f) I 0 OI I I 78 Bold/italic values have been manually overridden 2019 -Dec -1919:07:26 - t* Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 14 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Right -J® Worksheet Upper System Rockview Designs Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) 1 Room name Powder Bathroom 2 Exposed wall 13.5 ft 3 Room height 9.0 It heat/cool 4 Room dimensions 9.5 x 4.0 ft 5 Room area 38.0 ft' Ty Construction U -value Or HTM Area (ftp) Load Area Load number (Btuh/ft2-°F (Btuh/ft`) or pe meter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-Osw 0.065 n 4.321 0.77 0 0 0 0 T-� (-G Low E 2 012 0.320 n 21.25 11.22 0 0 0 0 W Crawlspace Wall R-15 0.059 n 0.00 0.00 0 0 0 0 W R-21 Wall 0.065 n 4.32 0.77 86 86 369 66 11 V)/12F-Osw 0.065 e 4.32 0.77 0 0 0 0 G Low E 20120.320 e 21.25 35.21 0 0 0 0 W Crawlspace Wall R-15 0.059 e 0.00 0.00 0 0 0 0 VrR-21 Wall 0.065 e 4.32 0.77 0 0 0 0 � Low E 2012 0.320 e 21.25 35.21 0 0 0 0 12F-Osw 0.065 s 4.32 0.77 0 0 0 0 Low E 2012 0.320 s 21.25 18.37 0 0 0 0 D DftDoor 0.280 s 0.00 0.00 0 0 0 0 W Crawlspace Wall R-15 0.059 s 0.00 0.00 0 0 0 0 R-21 Wall 0.065 s 4.32 0.77 0 0 0 0 Low E 2012 0.320 s 21.25 18.37 0 0 0 0 Vi/ 12F-Osw 0.065 w 4.32 0.77 0 0 0 0 k -G Low E 2012 0.320 w 21.25 35.21 0 0 0 0 L --D DftDoor 0.280 w 0.00 0.00 0 0 0 0 W Crawlspace Wall R-15 0.059 w 0.00 0.00 0 0 0 0 Vt/ R-21 Wall 0.065 w 4.32 0.77 36 36 155 28 I -D DflDoor 0.280 w 18.59 6.47 0 0 0 0 C R-49 Ceiling 0.022 - 1.46 1.03 38 38 56 39 C R-49 Ceiling 0.022 - 0.00 0.000 0 0 0 F 20P -30t F 21A -32t i 0.020 0.00 0.00 OI Oi OI I 0 6 c) AED excursion I OI Envelope loss/gain 1 5801 1331 �- 12 a) Infiltration 1701 221 b) Room ventilation I 13 i Internal gains: Occupants @ 230I OI Appliances/other I 0 Subtotal (lines 6 to 13) 753 1411 i Less external load 0 p Less transfer 0 I Redistribut Sutoal tads I 7503 1411 15 ubt 43%ion 34 % 324 49 Air I 1037 771 requomdl �afm) 1 MOI Bold/italic values have been manually overridden 2019 -Dec -1919:07:26 Comfort Builder by Wrightsoft 19.0.11 RSU30090 ...ads\Naga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Page 15 pwrqa. 1® Crawlspace Job M 3478 Chase Street Performed by Rockview Designs (MM) for: Noga Construction 3478 Chase Street Wheat Ridge, Cc Rockview Designs Scale: 1 : 103 Page 1 Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019 -Dec -19 19:07:45 uction\3478 Chase\3478 Chase. } 15.8 i `. 17 cfm 187 cfm 15x8 15 6 249 cfm 147 cfm i k :0x4 88 "fry, i i Job #: 3478 Chase Street Performed by Rockview Designs (MM) for Noga Construction 3478 Chase Street Wheat Ridge, Co BE Rockview Designs 1nx4 10.' cfin Note: All wallstack ducting to be wrectangle or oval to fit in 3.5" wall cavity. Oval or wrectangle duct to be the same size as the corresponding round duct Scale: 1 : 103 Page 2 Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019 -Dec -19 19:07:45 .uction\3478 Chase\3478 Chase.rup Second Floor 12 x6 12, 6 104 cfm ":04 --fro. Job #: 3478 Chase Street Performed by Rockview Designs (MM) for: Noga Construction 3478 Chase Street Wheat Ridge. Co Rockview Designs Note: Manual volume dampers to be utilized at the attic system trunkling for balancing purposes. Note: Transition to square duct in second level ceiling soffit to feed corresponding rooms. Chase is outline on plans to get from attic to second level ceiling 2.x . 0= o.r, Scale: 1 : 103 Page 3 Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019 -Dec -19 19:07:45 uction\3478 Chase\3478 Chase.rup Third Floor Job #: 3478 Chase Street Performed by Rockview Designs (MM) for: Noga Construction 3478 Chase Street Wheat Ridge, Co Rockview Designs Scale: 1 : 103 Page 4 Comfort Builder by Wrightsoft 19.0.11 RSU30090 2019 -Dec -19 19:07:45 uction\3478 Chase\3478 Chase. Duct System Summary Job: 3478 Chase Street Date: Nov 24, 2019 Ro k -T icw esigns Main System By: Rockview Designs (MM) Rockview Designs Project Information For: Noga Construction 3478 Chase Street, Wheat Ridge, Co F Supply Branch Detail Table Name Heating Cooling External static pressure 0.70 in H2O 0.80 in H2O Pressure losses 1.04 in H2O 0.29 in H2O Available static pressure -0.3 in H2O 0.51 in H2O Supply / return available pressure -0.174 / -0.166 in H2O 0.261 / 0.249 in H2O Lowest friction rate -0.05 in/100ft 0.079 in/100ft Actual air flow 585 cfm 760 cfm Total effective length (TEL) Crawispace 644 ft F 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 1 c 617 17 38 0.098 4.0 Ox 0 ShMt 22.5 245.0 st4 Crawispace h 365 39 22 0.193 4.0 Ox 0 ShMt 15.5 120.0 st3 Entry/Stairs h 1053 81 64 0.091 6.0 Ox 0 ShMt 21.0 265.0 st4 Great Room c 1247 56 76 0.094 6.0 Ox 0 ShMt 22.0 255.0 st4A Great Room -A C 1247 56 76 0.079 6.0 Ox 0 ShMt 34.5 295.0 st4A Kiuoining C 1722 61 105 0.087 7.0 Ox 0 ShMt 20.5 280.0 st3 Kit/Dining-A C 1722 61 105 0.091 7.0 Ox 0 ShMt 13.0 275.0 st3 Mudroom h 1026 72 63 0.086 6.0 Ox 0 ShMt 38.5 265.0 st3 Pantry h 50 13 3 0.097 4.0 Ox 0 ShMt 23.0 245.0 st3 Study/Bedroom c 1705 65 104 0.085 7.0 Ox 0 ShMt 30.5 275.0 st4A Study/Bedroom-A c 1705 65 104 0.090 7.0 Ox 0 ShMt 36.5 255.0 st4 Supply Trunk Detail Table Boldiitalic values have been manually overridden 4N C"11ghtsoft 2019 -Dec -19 19:07:28 Comfort Builder by Wrightsoft 19.0 11 RSU30090 Page 1 A-Xl....ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 245 298 0.086 536 9.0 8 x 10 ShtMetl srs1 srs1 Peak AVF 585 760 0.079 342 13.0 16 x 20 ShtMetl st1 st4A Peak AVF 176 256 0.079 461 8.7 8 x 10 ShtMetl st4 st4 Peak AVF 340 462 0.079 594 10.8 8 x 14 ShtMetl srs1 SO Peak AVF 585 760 0.079 342 13.0 16 x 20 ShtMetl Boldiitalic values have been manually overridden 4N C"11ghtsoft 2019 -Dec -19 19:07:28 Comfort Builder by Wrightsoft 19.0 11 RSU30090 Page 1 A-Xl....ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Bold/italic values have been manually overridden vSfEtj6iCa# 2019 -Dec -1919:07:28 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 2 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Type Name Size (in) (cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb6 Ox 0 169 177 169.5 0.147 507 8.0 Ox 0 760 ShMt rt3 rb5 Ox 0 92 147 314.5 0.079 422 8.0 Ox 0 342 ShMt rt3 rb7 Ox 0 126 187 143.0 0.174 535 8.0 Ox 0 ShMt rt3 rb3 Ox 0 198 249 209.0 0.119 714 8.0 Ox 0 ShMt rt3 Bold/italic values have been manually overridden vSfEtj6iCa# 2019 -Dec -1919:07:28 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 2 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 585 760 0.079 684 13.0 8 x 20 ShtMetl rrs2 rrs2 Peak AVF 585 760 0.079 342 13.0 16 x 20 ShtMetl It rt1 I— Peak AVF 585 760 0.079 342 13.0 16 x 20 ShtMetl Bold/italic values have been manually overridden vSfEtj6iCa# 2019 -Dec -1919:07:28 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 2 ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Duct System Summary Rockviow Desiguz, Upper System Rockview Designs For: Noga Construction 3478 Chase Street, Wheat Ridge, Co Job: 3478 Chase Street Date: Nov 24, 2019 By: Rockview Designs (MM) Name Heating Cooling External static pressure 0.70 in H2O 0.80 in H2O Pressure losses 0.36 in H2O 0.48 in H2O Available static pressure 0.34 in H2O 0.32 in H2O Supply / return available pressure 0.270 / 0.070 in H2O 0.254 / 0.066 in H2O Lowest friction rate 0.077 in/100ft 0.072 in/100ft Actual air flow 1005 cfm 1215 cfm Total effective length (TEL) Bedroom 3 444 ft Name Design (Btuh) Htg (Cfm) ClgDesign (Cfm) FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bedroom 2 h 2463 84 81 0.120 7.0 Ox 0 VIFx 24.1 200.0 st7 Bedroom 3 h 2988 102 94 0.082 7.0 Ox 0 ShMt 43.0 285.0 st10 Closet 2 h 1061 36 9 0.115 4.0 Ox 0 VIFx 29.5 205.0 st7 Flex Area c 1929 81 104 0.129 7.0 Oxo VIFx 16.2 180.0 st12 Flex Area -A C 1929 81 104 0.126 7.0 Ox 0 VIFx 21.0 180.0 st12 Laundry c 1350 32 73 0.078 6.0 Ox 0 ShMt 29.0 295.0 st10 Master Bathroom c 1447 61 78 0.165 6.0 0x0 VIFx 19.0 135.0 st2 Master Bedroom C 1932 62 104 0.113 7.0 Oxo VIFx 33.9 190.0 st13 Master Bedroom -A C 1932 62 104 0.112 7.0 Ox 0 VIFx 36.0 190.0 st13 Master Bedroom -B C 1932 62 104 0.126 7.0 Ox 0 VIFx 31.9 170.0 st2 Powder Bathroom h 1077 37 10 0.086 4.0 Ox 0 ShMt 28.5 285.0 SO 1 Rec Room C 1797 93 97 0.072 7.0 Ox 0 ShMt 37.5 315.0 st10 Rec Room -A C 1797 93 97 0.076 7.0 Oxo ShMt 29.5 305.0 SO Rec Room -B c 1797 93 97 0.076 7.0 Ox 0 ShMt 39.5 295.0 st11 ShowerFFoilet C 1140 26 61 0.075 6.0 Ox 0 ShMt 35.5 305.0 st11 Bold/italic values have been manually overridden wright oft 2019 -Dec 19 19:07:28 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 3 %...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W `�3' m xr4,. �,, v r .mir Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st2 Peak AVF 1005 1215 0.072 547 13.1 16 x 20 ShtMetl (in) st13 Peak AVF 124 208 0.112 470 9.0 0 x 0 VinlFlx st2 st7 Peak AVF 121 90 0.115 452 7.0 0 x 0 VinlFlx st2 st12 Peak AVF 162 207 0.126 469 9.0 0 x 0 VinlFlx st2 st10 Peak AVF 320 360 0.072 648 10.1 8 x 10 ShtMetl st9 st11 Peak AVF 155 168 0.075 378 7.5 8 x 8 ShtMetl st9 st8 Peak AVF 475 528 0.072 672 12.0 0 x 0 VinlFlx st2 st9 Peak AVF 475 528 0.072 679 11.6 8 x 14 ShtMetl srs2 srs2 Peak AVF 475 528 0.072 494 14.0 0 x 0 VinlFlx st8 Boldlitalic values have been manually overridden -{ - wwragtsoft 2019 -Dec -1919:07:28 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 4 +\ ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct I Type Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb10 Ox 0 128 156 91.5 0.072 446 8.0 Ox 0 156 ShMt rrs1 rb4 Ox 0 181 168 72.0 0.097 410 9.0 Ox 0 547 VIFx rt2 rb9 Ox 0 416 483 91.5 0.072 452 14.0 Ox 0 VIFx rt2 rb8 Ox 0 279 408 89.1 0.074 748 10.0 Ox 0 VIFx rt2 Boldlitalic values have been manually overridden -{ - wwragtsoft 2019 -Dec -1919:07:28 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 4 +\ ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt8 Peak AVF 128 156 0.072 446 8.0 0 x 0 VinlFlx rt2 rrs1 Peak AVF 128 156 0.072 352 9.0 0 x 0 VinlFlx rt8 rt2 Peak AVF 1005 1215 0.072 547 12.5 16 x 20 ShtMetl Boldlitalic values have been manually overridden -{ - wwragtsoft 2019 -Dec -1919:07:28 Comfort Builder by Wrightsoft 19.0.11 RSU30090 Page 4 +\ ...ads\Noga Construction\3478 Chase\3478 Chase.rup Calc = Manual Front Door faces: W KC Hamilton Engineering, Inc. September 27, 2019 /:Zlr/;u Mr. Jay Noga, Manager Noga Construction Services, LLC. 5633 Tabor Court, Arvada, Colorado 80002 Re: Subsurface Investigation and Geotechnical Engineering Recommendations Proposed Residential Structure, 3478 Chase Street, Wheat Ridge, Colorado lob No. 19-167 Mr. Noga, As requested, KC Hamilton Engineering, Inc. (Hamilton) has prepared geotechnical engineering recommendations for the proposed residence planned for the referenced site. At the time of this writing the planned construction has not been fully defined. Once the construction plan is near completion, Hamilton should be provided the plan and revise this reporting if necessary. REPORT SUMMARY AND SPECIAL CONDITIONS Subsurface Investigation: Based on the boring information, the project area is generally underlain by thin layer of topsoil and grasses, and by silty to slightly clayey sand to the depth of about 5 feet. The upper soil was underlain by medium hard to hard claystone-siltstone to the depth of 30 feet, the maximum depth explored. Ground water was encounter at the depths of about 13 as discussed herein. Based on the swell-c:�rsc:lidation testing presented herein, the estimated heave potential is tvveen about 1 to 2 inches at the ground surface, and for slabs on grade and flatwork, and for the 7rawlspace bottoms. Good site drainage is critical for good long-term performance of the planned structures and reducing the heave over the life of the structure. Foundation and Flo ori Recomnnendatlons: Due to the subsurface conditions, a drilled pier foundation system with structural flooring is recommended. Slabs -on -grade flooring can be considered provided the risk of floor heave is acceptable. Some ground water may be encountered in pier construction requiring dewatering. Caving soils and bedrock were not encountered. �i iT;1��1�T,1 • . The scope of work included: drilling exploratory boring(s); obtaining soils and/or bedrock samples at intervals in the bore hole(s): sub acting the samples to various tests as outlined herein to determine the sample engineering properties; and, providing geotechnical engineering �4►a1 recornmendations for the proposed structure(s). The recommendations are based of W%eat Ridge 14. KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 2 information from the borings and laboratory testing and the proposed construction. The scope of work does not include an environmental assessment with respect to assessing potentially chemically impacted soils and/or ground water, nor did it include any geologic or mining hazards evaluation for the site or site vicinity. These types of work should be performed by others, if required. Limitations Inherent to the Scope of Work and Reporting; The recommendations presented herein are based on the subsurface conditions observed in the boring(s) and the laboratory testing results. Additional subsurface exploration may result in recommendations that may differ in some degree than those presented herein. Considering that one small -diameter bore was drilled at the site, there is no guarantee or warranty to the uniformity of subsurface materials and conditions at the subject site nor should these be implied by the reader of this report. Additional borings may provide additional information. SITE CONDITIONS At the time of our field work, the site was occupied by an older single-family residence with wood siding. The site was partially treed and had an open space. The site slopes slightly and site drainage appears fair to poor. A site plan is presented on Figure 1.0. PROPOSED CONSTRUCTION The existing single-family residence will be demolished. A new residence is planned. The new structure will be 1 to 2 stories in height with a lower level. Excavations are anticipated to be 3 to potentially 10 feet deep depending on groundwater conditions. Reinforced concrete foundations supporting wood -framed structures are planned. Structural loading will be relatively light to moderate typical for residential construction. Site grading will be minimal with cut and/or fill slopes less than 4 feet in height. If the proposed construction is significantly different than that depicted herein, please contact Hamilton so that this proposal can be revised, if necessary. SITE GEOLOGY Expansive Soils Mapping_ The site is mapped as underlain by soil and bedrock with moderate swell potentials as shown on the map: "Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, by Stephen S. Hart, Environmental Geology 7 by the Colorado Geological Survey, 1974. SUBSURFACE INVESTIGATION The subsurface investigation was performed by drilling one boring (13-1) on the site at the approximate location shown on Figure 1.0. The boring was drilled on 09-23-2019 using a truck- mounted CME -45 drilling rig. PO Box 9732 Denver Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 3 Samples were obtained by driving a 'modified California' sampler into the subsurface materials at selected depths during drilling as noted on the boring log(s). The modified California sampler is a steel barrel sampler with a 2 -inch inside diameter (ID) and a 2.5 inch outside diameter (OD) that is fitted with 4 -inch long brass liners. The liners facilitate retrieval and transport of relatively undisturbed finer -grained samples of the subsurface materials. The degree of sample disturbance is dependent on the soil and bedrock type and the in-situ moisture content and density conditions of the materials sampled. Hard and dry samples tend to be disturbed regardless of the sampling technique. The samplers were driven into the subsurface materials using a 140 -pound hammer falling through a height of 30 inches. The number of blows (blow count) required to drive the sampler 12 inches is recorded and provides an indication of the relative density of granular materials or and relative consistency of cohesive, fine grained soils. SUBSURFACE CONDITIONS Subsurface Investigation: Based on the boring information, the project area is generally underlain by thin layer of topsoil and grasses, and by silty to slightly clayey sand to the depth of about 5 feet. The upper soil was underlain by medium hard to hard claystone-siltstone to the depth of 30 feet, the maximum depth explored. A graphic log of the boring is presented on Figure 2.0. Ground Water: Ground water was noticed seeping into the boring at depth during drilling, but was measured at the depths of about 13 feet when checked 4 days after drilling. The depth to ground water may vary seasonally with higher groundwater levels in the spring as opposed to drier months. Ground water can also flow through cracks and fissures in soils and bedrock, and may also 'perch' on the surface of impervious or low -permeable soils or bedrock. Construction may disrupt the natural or developed surface and/or subsurface flows of water thus allowing 'perched' conditions to develop. Good surface drainage should be incorporated into the site planning. Seasonal perched water may develop on the surface of the claystone. Refer to the Subsurface Drainage section of this report for crawl space, void space, and other below -grade space protection recommendations. LABORATORY TEST RESULTS Samples obtained during the geotechnical exploration were returned to the laboratory where the soil descriptions and boring logs were reviewed by the project engineer. Selected samples were tested in the laboratory for moisture content and dry density, percent passing the No. 200 sieve, and swell -consolidation potential. Results of the laboratory tests are presented next to the boring logs and on Figures 3.0 through 3.13 and summarizes in the table below. PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Pace 4 Table No. 1.0 — Summary of Laboratory Test Results Moderate 3 to < 5 2 to < 4 _ High _ 5to<8 4to<6 Very High 8 or greater Amount of Boring Depth Soil or Moisture Dry Material Swell Swell Risk No. (feet) Rock Content Density Passing No. Potential Pressure Category Type (%) (pcf) 200 Sieve (%) (psf) 1 3 SM -SC 5.2 - 23 - - Nil 1 6 CS -MS 22.5 101 - 2.1 (500) 7500 Low to Moderate 1 9 CS -MS 22.3 98 - 0.4(500) 1700 Low 1 14 CS -MS 25.1 100 - 0.7(500) 2000 Low 1 19 CS -MS 21.1 111 - 0.4(1000) 3700 Low to Moderate Notes: 1. The samples were loaded at 500 or 1000 psf as selected by the engineer, and as noted in the table as (500) or (1000). These tested are typical testing surcharge loads for Swell -Consolidation testing in the Colorado Front Range. 2. SM -SC = Silty to Slightly Clayey Sand 3. CS -MS = Claystone-Siltstone EXPANSIVE SOILS AND THEIR EFFECTS ON STRUCTURES Swell -Consolidation Testing and Defining the Risk: The amount of volume change that results when a sample of soil or bedrock is inundated with water under a constant pressure is measured in the Denver swell -consolidation test as the swell/expansion or consolidation potential. The swell pressure is the amount of pressure that is then required to compress the sample back to the volume before wetting. The Colorado Association of Geotechnical Engineers (CAGE) has developed general guidelines for the geotechnical engineering practice in the Colorado Front Range area that uses a relative classification to evaluate the expansion potential of soil and bedrock. The expansion potential is categorized as low, moderate, high, or very high based on the swell potential. The following table presents the relative classifications. Additional information regarding risks of expansive soils and bedrock is presented in Attachment A. Table 2.0 — Summary of Risk Categories Slab Performance Risk Category Representative Percent Swell Representative Percent Swell 500 psf Surcharge) (1,000 psf Surcharge) _ Low_ 0 to< 3 0 to < 2� Moderate 3 to < 5 2 to < 4 _ High _ 5to<8 4to<6 Very High 8 or greater 6 or greater PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 5 Site Soils and Bedrock: Based on the swell -consolidation testing presented herein, the claystone-claystone appears to generally possess a low to moderate swell potentials. Heave potentials appear to be 1" to 2" based on the testing presented herein. Good site drainage is critical for good long-term performance of the planned structures. SITE PREPARATION, EARTHWORK AND EXCAVATIONS The following should be incorporated into the site grading plans and excavation planning: 1. Areas to be graded should be stripped of surface vegetation, topsoil, wood, root zones, debris, existing manmade fills and other deleterious (degradable) material. Stripped and degradable materials should be wasted off site in accordance with applicable regulations. 2. Any existing foundation structures, old and/or uncontrolled fills, or other manmade objects within the proposed footprints of new structures and flatwork and pavements should be removed down and laterally to natural materials, and replaced with properly compacted structure backfills as recommended herein. 3. Topsoil, frozen materials, ice, snow, cobbles and boulders larger than 3 inches, debris and other deleterious material should be excluded from materials being considered for reuse on site. 4. Clean soils free from debris and organic materials may be usable as fill once these materials are better exposed and observed by the Engineer. S. Below any new structure fill layer, the underlying natural sands should be scarified at least 8 inches, moisture conditioned as necessary, and compacted to at least 95% of the standard Proctor maximum dry density (ASTM D 698). All fill placed below structures and flatwork should be placed as outlined herein. 6. Hamilton should be contacted to review proposed backfill materials and to observe all excavation bottoms prior to backfill. Reuse of On -Site Materials: The upper sands are suitable for reuse as general backfill. Claystone is not suitable for backfill below or adjacent to structures and should be wasted off site. Precautions with the Use of Coarse Structure Backfill: Imported coarse-grained structure backfill materials should be placed in areas that will not allow water to collect below foundations or slabs -on -grade. Coarse-grained granular materials can be used in garage and patio areas below the slabs but should be placed above perimeter foundation drains. Coarse-grained structure backfill placed below drains and into clay would create a 'bathtub effect' if wetted and collect water and induce heave. Coarse -Grained Structural Backfill Materials: Imported structure backfill material should be non -expansive at its recommended placement moisture content and density, classify as a coarse-grained material (sand or gravel) by the Unified Soil Classification (USC) system, and have a liquid limit (LL) less than 35 and a plasticity index (PI) of 6 or less. Suitable imported structural materials would be: CDOT Class 5 or 6 aggregate road base, materials meeting the CDOT Class 1 Structure Backfill, or a manufactured 'crusher fines' material. PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 6 Table 3.0 - CDOT Class 1 Structure Backfill Material Specifications Maximum Particle Size 2" Percent Passing the No. 4 Sieve sand 30% to 100% Percent Passing the No. 50 Sieve fine sand 10% to 60% Percent Passing the No. 200 Sieve silt and clay) 5% to 20% Maximum Liquid Limit LL 35 Maximum Plasticity Index PI 6 Note: LL and PI Testing per AASHTO T 89 and T 90, respectively. Imported materials should be approved by the Geotechnical Engineer. Use of Recycled Concrete; Recycled concrete products are less expensive than crushed stone or mountain rock, and readily available. However, recycled concrete will leach mineral salts that can potentially clog and/or reduce the effectiveness of an underdrain system. Recycled concrete can be used as structure backfill but not in areas prone to frequent wetting and in contact with foundation drains. Structure Backfill Placement and Compaction: For fill thicknesses of less than 8 feet, the structural backfill should be placed in maximum loose lifts of 8 inches; moisture conditioned as necessary, and compacted to at least 95 percent of the standard Proctor Maximum Dry Density (MDD): ASTM D 698 / AASHTO T99. Fill which classifies as silt, sand or gravel by the USC system should be moisture conditioned to within 2 percentage points of Optimum Moisture Content (OMC). Fills which classifies as clay by the USCS should be moisture conditioned to within OMC to 3 percentage points above OMC. General fills in non-structural areas and with thicknesses of less than 8 feet should be compacted to at least 90 percent of the MDD, and to the moisture contents outlined above. Deep Backfill Zones; Structure backfills deeper than 8 feet should be compacted to at least 98% of the standard Proctor MDD, and backfills in deeper than 8 feet in landscape areas should be compacted to at least 95% of the standard Proctor MDD. Backfill Testing and Monitorina: The areas and excavations receiving structural fills should be observed by the Engineer prior to fill placement. In addition, testing of the backfill materials during placement should occur to insure the recommended moisture contents and degrees of compaction have been achieved. Typical testing frequencies should be observed with compaction testing at depth, mid -depth and near the surface of backfill zones. Greater testing frequencies than these may be required by the materials testing company contracted for the project for compliance certification. Site Excavations: The upper sandy soils classify as Type C materials per the OSHA Excavation Guide. The excavation slopes in these materials should be laid back per the OSHA Excavation Guide with a maximum slope of 1.5:1 (H:V) or 34 degrees. The underlying claystone-siltstone classifies as a Type A material. PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 7 Excavation Sloping and Heave Reduction. A slope or benched excavation would allow for a reduced potential for swelling soils to induce excessive pressures onto basement foundation walls. Vertical cuts in the claystone and adjacent to foundation walls should be avoided. Excavation Safety; Site excavations should be performed contractors 'Competent Person' per the OSHA Excavation Guid( further laid back if seepage is observed in the excavations. construction traffic and the placement of excavation spoils stability. All on-site drainage and adjacent drainage should be from the excavation cuts. FOUNDATION DESIGN AND CONSTRUCTION under the supervision of the ;. The slopes may require to be The contractor should manage to maintain excavation slope managed and be diverted away Conventional drilled, cast -in-place concrete piers are recommneded to support the planned residence. Piers have a high load capaciy and will minimize the potential for foundation movement. Pier Design: The following recommendations should be followed in the design of a drilled -pier foundation system: 1. All piers should have a minimum bedrock penetration of 7 feet and a minimum length of 25 feet. 2. The piers should be designed for an allowable end bearing pressure of 25,000 psf. A minum dead load is not required for 12 -inch and smaller diameter piers. An assumed no -dead load conditon has been assumed and resistance to the lack of dead load has been incorporated into the minimum pier length recommendation. 3. Piers should be designed for a side shear resistance of 2,000 psf for the lower portion of the pier embedded in the bedrock. Side shear should be ignored at the bottom of the pier for a height equal to one -pier diameter. 4. Grade beams and other structural components close to the ground should be provided with a minimum 6 -inch void space. S. The piers should be reinfornced to resist an uplift force of 36,000 lbs for every 12 inches of pier diameter. 6. Steel reinforcing hoops should be installed at the pier tops to resist shear forces, allow for bolt connections, and limit minor damage by excavtion equipment. Pier Construction: The _following recommendations should be followed in the construction of a drilled, cast -in -place -concrete pier foundation system: 1. Pier tops should not be allowed to 'mushroom' in the upper portions of the pier shafts, and the shafts should be lined with 'sono -tube' or similar forming. 2. Ground water was encountered in the test borings and dewatering of the pier shafts should be anticiptaed. Caving soils were not encountered in the borings. 3. Concrete should be placed by tremis method regardless of whether groundwater is encountered or not. Concrete should not free -fall more than 10 feet in the pier shafts. Where more than 3 inches of water in encountered in the sahft bottoms, the tremie pipe should be inserted to the shaft bottom before pumping in order to displace the water. PO Box 9732, Denver, Colorado 80209 _ Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 8 4. For pier shafts less than 14 -inches in diameter, small -aggregate concrete should be considered in order for the use of smaller -diameter tremie piping. Reinforcement placed in a 'cage' configuratuon may intefer with the tremie pipe unless adequate space is provided within the cage for the pipe. S. The contractor should mobilize the appropriate equipment to achieve the planned depths of the piers, lift and place the reinforcement, and properly place the concrete. 6. The delivery, handling, and placement of concrete materials should be in general accordance with applicable ACI guidelines. 7. Hamilton should be given the opportunity to observe the pier construction. Post Pier Drilling Cleanup: After pier drilling has been completed, all loose auger cuttings and spoils, and construction debris should be removed from the excavations. The cuttings may contain expansive bedrock and soils that should not be left beneath slabs -on -grade or below moisture barriers. Layers of loose materials may act somewhat like a sponge and retain excessive amounts of moisture which may induce some degree of heave. The pier tops should be re -inspected by the general and foundation contractors to insure mushroomed pier tops were not inadvertently created during the pier finishing process or the piers damaged. Any concrete outside the pier diameter should be removed. Any damaged pier tops should be repaired as recommended by the project Structural Engineer. WATER SOLUBLE SULFATES The degree of sulfate attack on concrete rated as negligible, moderate, severe and very severe per ACI 318-11. The function of sulfate attack is based on the concentrations in the soil or bedrock and the availability of water to mobilize the sulfate to the concrete. Samples tested by Hamilton indicated moderate potential for sulfate attack: Severity of Potential Exposure of S 1 (Moderate). The sulfate concentration in a water sample obtained from the boring was about 250 ppm. Table 4.0 - Summary of Sulfate Exposures and Appropriate Cement Type Severity of Potential Water -Soluble Water -Soluble Water/cement Concrete Exposure p Sulfate in Soil Sulfate in Water Ratio (Max. Type ZoMass m S 0 Ne li ible < 0.10 < 150 - - S 1 Moderate 0.1 to 0.2 150 to 1500 0.50 II, IP, IS S 2 Severe 0.2 to 2.00 1500 to 10,000 0.45 V S 3 (Very Severe) >2.00 >10,000 0.45 V + ozzolan PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 9 FOUNDATION WALL DESIGN Wall Design: The clay soils are not suitable for reuse as structure backfill below slabs -on - grade. Ideally these materials should not be used to backfill walls greater than 8 feet in height. Imported materials should be used for the deeper portions of the wall backfills. The clays can also be used to 'cap' the upper 18" to 24" of imported wall backfill in landscape areas. The cap should reduce infiltration into the backfill zones as discussed in the Foundation Wall Design section of this report. Foundation walls which are laterally supported and expected to undergo a minimal amount of movement should be designed with a lateral 'at -rest' earth pressure based on an equivalent fluid weight of 65 pounds per cubic foot (pcf) for the onsite soils. The lateral earth pressure can be reduced to 55 pcf for 'active' conditions where moderate or significant foundation wall deflection can occur. The active lateral earth pressure value can be used for site retaining wall design, as applicable, where the onsite soils will be retained or used as backfill. Imported materials of lower plasticity would allow for lower lateral earth pressure recommendations. Imported silty and clayey sands (SM, SM -SC and SC) would induce 60 pcf and 50 pcf lateral earth pressures, respectively, for at -rest and active pressures. A coefficient of friction of 0.35 and a passive lateral pressure based on an equivalent fluid weight of 180 pcf are recommended. These values should be considered working values with a safety factor of about 1.5 being applied to the passive earth pressure value. These pressures assume drained conditions behind the foundation walls. The buildup of water behind foundation walls will increase the lateral pressures on the wall. All foundation walls should be designed for appropriate hydrostatic and surcharge pressures such as: adjacent buildings, traffic, construction material stockpiles and equipment. Good surface drainage and wall drainage, as discussed herein, should be incorporated into the wall and site designs. Window Wells: Cast -in-place wells should be considered in order to allow for compaction equipment to operate in close proximity to the well, as allowed by the manufacturer and/or designer. A well -compacted wall backfill will significantly reduce water infiltration down to the lower -level. Foundation Wall Backfill Placement: In landscape areas, foundation wall backfill should be compacted to at least 90% percent of the standard proctor maximum dry density (ASTM D 698) as outlined in the Site Preparation section of this report. In areas of external and interior flatwork (i.e. sidewalks, driveways, garage slabs), and below foundations, the wall backfill should be compacted to at least 95% percent of the standard proctor maximum dry density. In areas beneath adjacent foundations, wall backfill should be compacted to at least 95% percent of the standard proctor maximum dry density. Deep BackfillZones. Structure backfills deeper than 8 feet should be compacted to at least 98% of the standard Proctor MDD, and backfills in deeper than 8 feet in landscape areas should be compacted to at least 95% of the standard Proctor MDD. PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 10 Excavation Sloping and Heave Reduction: A slope or benched excavation would allow for a reduced potential for swelling soils to induce excessive pressures onto foundation walls. Vertical cuts adjacent in the claystone and to foundation walls should be avoided. INTERIOR FLOORING Due to the subsurface conditions and swell potentials, structural flooring is recommended. Crawlspaces are preferable to allow for access into the space. Void spaces under concrete structural flooring if selected should be at least 8 inches high as a precaution. The crawlspace depth should be increased beyond the minimum by the void high recommended herein. Slab -on -Grade Design: If costs prohibit the construction of a structural floor for the garage, the following should be incorporated into the slab -on -grade design: 1. To reduce the effects of differential movement, flatwork supported on grade should be separated from all bearing walls and columns with expansion joints that allow for unrestrained vertical movement. 2. Partitions should not be designed or constructed to bear on slabs supported on grade. 3. A 2 -inch void should be established below or above partitions during construction and monitored and maintained by the owner after construction. The void space can be covered with a molding strip that is not attached to the partition. 4. Joint spacing should be determined on floor thickness, nominal aggregate size, slump, and be consistent with the recognized guidelines such as the Portland Cement Association and the American Concrete Institute. S. Cracks and movement of the slabs supported on grade can be transmitted through rigid floor coverings. Performance expectations should be taken into consideration in the selection of floor slab coverings. 6. A minimum slab thickness of 4 inches in recommended in areas of foot traffic, and 5 inches in areas of automobile traffic. 7. The tops of garage and patio slabs -on -grade should be one step below the interior finished floor levels. Slabs -on -grade and exterior flatwork should be considered as 'sacrificial' over the life of the structure and replacement due to heave and cracking will more than a likely be necessary. Plastic Moisture Barrier or Gravel Laver: Based on the depth to water at the site, sub -slab plastic moisture barriers and gravel layers appear optional. However, if installed, a plastic moisture barrier may increase the potential for slab 'curl' to occur from differential curing of the slab concrete: the top of slab cures faster than then the bottom due to moisture loss. American Concrete Institute guidelines (ACI 308-16) are recommended for concrete curing methods for this project. Another reference guide readily available is the CIP 11 — Curing In -Place Concrete by National Ready Mixed Concrete Association (NRMCA). The owner(s) and designer(s) should consider a Stego' Wrap product or other similar products for the moisture vapor barrier. PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 Interior Plumbing; All plumbing lines should through the slab, positive breaks should be should be flexible. KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 11 be testing for leaks. Where plumbing lines enter provided. Connections to mechanical equipment Floor Coverings; Cracks and movement of the slabs supported on grade can be transmitted through rigid floor coverings, such as tile or even decorative concrete. Performance expectations should be taken into consideration in the selection of slab -on -grade coverings. Slab Cracking, Materials Handling, and Testing: There are various causes for concrete slabs to crack including but not limited to: poor subgrade support, expansive soils, frost heave, insufficient quantity and spacing of control joints, in adequate reinforcement, excessive water being added to the concrete during placement, and improper curing methods. The designers should incorporate into the project specifications typical concrete construction and material requirements to reduce the potential for slab cracking. Applicable ACI guidelines should be followed for design, construction, materials handling, and curing. Testing of the concrete for slump, entrained air, and temperature, and collecting samples for compressive strength testing are suggested. RADON, MOLD AND CRAWLSPACES Radon: Radon may be a potential concern in Colorado. Radon can migrate into unprotected crawlspaces and basements. If a crawl space is constructed it should be well ventilated. A gravel layer placed beneath the basement floor slab can be incorporated into a radon abatement system if this becomes necessary in the future. The local building department should be contacted regarding any radon problems with other residences in the vicinity of the existing residence. Radon prevention methods should conform to EPA Radon Mitigation Standards: EPA 402-R-93-078, October 1993 and revised April 1994. Mold: Mold can develop in crawl spaces that become damp under certain conditions. If a crawlspace is constructed, it should be well ventilated. A vapor barrier should be placed on exposed soil to help control indoor moisture levels. A professional hygienist should be contacted to address any potential mold concerns and mitigation methods. Refer to the EPA Home Buyer's and Seller's Guide to Mold for additional information: EPA 402-K-02-003, dated September 2010, for more information. Crawlsnaces: A health and safety professional with experience in the design of crawlspaces can be consulted to provide recommendations to reduce moisture infiltration into crawlspaces. Such recommendations may include lining the crawlspace with polyethylene plastic that is sealed and mechanically attached to the foundation walls. Plastic should not be attached to the foundation within 6 inches of untreated wood members of the framing or flooring. Also, plastic should not be attached to metal framing members such as column posts, but can be attached to concrete foundations supporting column posts. If planned, sealing products such as StegoCrawlTM Wrap or other similar products should be considered for crawl spaces. PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 12 Precautions; Moisture or radon barriers should not be placed over layers of loose soils such as pier auger cuttings or other excavated materials. Layers of loose soils may act somewhat like a sponge and retain excessive amounts of moisture which may induce some degree of heave in the underlying expansive materials. These barriers should be placed over dry subgrades and not saturated subgrades. SUBSURFACE DRAINAGE AND MOISTURE PROTECTION Subsurface Drainage Systems: It is recommended that any below -grade, finished living spaces, mechanical or storage spaces and recessed mechanical pads in crawl spaces be protected from surface water infiltration with a perimeter drain system. Typical subsurface and foundation perimeter drainage system details are presented in Attachment B. Interior foundation walls that 'step' down within the lower levels of the structure should also have a foundation drain installed on the backside or at the toe of these wall foundations. These drains should be connected to the perimeter foundation drain piping. Any drainage systems for recessed areas that will collect precipitation should not be connected to the foundation perimeter drains, except where allowed by local building departments. Recessed areas should have separate drain systems and sump pumps, if necessary, to manage excessive precipitation. Structural garage slabs and patio decking should be protected with a perimeter drain. Any construction warranty companies involved with the project should also be consulted for their subsurface drain requirements. Damp -Proofing: Damp -proofing should be applied to the exterior of any below -grade finished living spaces, mechanical or storage spaces, and the exterior of wells, and recessed cast -in- place patio walls. Moisture will migrate through unprotected concrete walls and this may result in efflorescence of mineral salts on the interior wall surface: typically seen as white chalky deposits. Good quality damp-proof materials should be selected and applied uniformly and per the manufacturer's guidelines and be ICC compliant. The exterior concrete surface should be dry and free of debris and loose soils. Special attention should be given to cleaning the exterior of the concrete surfaces at the joint between the foundation wall and foundation. Considering the proposed excavation depth and foundation wall heights, a composite drainage board or strips and damp -proofing are recommended. PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 13 SURFACE DRAINAGE AND IRRIGATION The following drainage recommendations and precautions should be observed for the site planning phase of the project, and maintained at all times during and after construction: 1. Excessive wetting of the foundation excavations, sub -floor soils, pavements subgrades and exterior flatwork subgrades, should be avoided during and after construction. Excessive wetting of open foundation excavations may degrade and soften subgrade materials and may require additional excavation and/or subgrade stabilization. 2. Exterior foundation wall backfill should be placed and compacted, and graded as recommended herein. 3. The ground surface around the structure should be sloped away from the building. A minimum slope of 12 inches in the first 10 feet (10%) in landscaped areas and 2.5 inches in 10 feet (2%) in paved ADA areas and 3% in other paved areas are recommended. 4. Lesser slopes in the landscaped areas can be created provided runoff is adequately and efficiently diverted off site with swales, catch basins and pipes, 'French' drains, etc. A qualified designer should be consulted to develop an adequate drainage plan for the site. French drains, if installed, should be near the site perimeter or at least 10 feet from the planned structures. S. Surface runoff from this site should not adversely impact adjacent properties. 6. Roof down spouts should discharge beyond backfill zones, and not allow water to collect and pond near the structure and behind exterior components such as site walls, sidewalks and curbs. 7. Runoff should be directed off site or to engineered detention areas as allowed by local code. 8. Plastic membranes should not be placed adjacent to the foundation walls. A pervious textile can be used to control weed growth. 9. All backfill behind curbs should be properly compacted. Water can collect behind curbs and infiltrate under pavements and weaken these subgrades. 10.Any settling of foundation or foundation wall backfill should be re -graded to maintain the slopes noted above. 11.Window wells should be installed per manufacturer guidelines, be protected from runoff and have drainage or sump pits. Window well covers to shed rain and snow are recommended. 12.Potential runoff from adjacent properties or other sources and onto the subject site should be considered when developing the final grading plan for the project, as applicable. Excessive runoff from adjacent properties onto the site may adversely impact site excavations and shoring, and potentially shallow unprotected crawl spaces. Establishing good site drainage is the responsibility of the developer, site designer and general contractor, and final grading plans should reflect the recommendations presented herein. Maintaining good site drainage after construction is the responsibility of the owner. Limitations to Drainage Recommendations. The recommendations, presented herein and associated with site drainage, are not based on providing protecting against any specific major storm event (i.e. a 50- or 100 -year storm) or from localized street flooding, but what are PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 14 typically recommended by geotechnical engineers in area. Once the site design nears completion, and particularly if site drainage appears to be problematic with respect to the lack of adequate site slopes, or lack of pathways to provide routes to public storm water collection systems, or if the potential to adversely impact adjacent properties exists, a qualified site designer should be consulted to develop a site specific drainage plan. Site Irrigation: Surface and subsurface irrigation should generally occur at least 5 feet away from the proposed structures and not over loose backfill zones. Irrigation should not be directed at the structures. Surface irrigation spray, if directed at the structure, and excessive irrigation near a structure can allow for moisture to migrate down the foundation walls, saturate the backfill zones, and 'wick' through the soils to under the floor slabs and into crawlspace soils. DRIVEWAY AND EXTERIOR FLATWORK RECOMMENDATIONS Subgrade Preparation: Areas receiving new flatwork should be prepared as outlined in the Site Preparation, Earthwork and Grading section of this report. Prior to pavement or flatwork construction, the subgrade soils should be scarified and compacted to at least 95% of the standard Proctor maximum dry density, as outlined. Proof -rolling of traffic areas is recommended. Soft and deflecting subgrades in traffic areas should be removed and replaced with properly compacted fill, or otherwise stabilized. Rigid Pavement and Flatwork: Concrete pavement materials in private areas should have a minimum 28 -day compressive strength of 4,000 psi, a minimum thickness of 5 inches, entrained air content of 4% to 6% to reduce the effects of freeze -thaw cycles. Fiberglass additives may also reduce the potential for surficial and/or shrinkage cracking but may interfere with the finishing process if very smooth surfaces are required. Exterior slabs subject to foot traffic should be at least 4 inches thick. Pavement construction should generally occur near the end of the construction process to reduce the potential for cracking from heavy traffic. All concrete pavement construction should be per applicable ACI guidelines and be adequately protected from the potential of harsh environmental effects on the curing process: hot and freezing temperatures. Pavements and exterior slabs will be subject to frost heave; therefore, good surface drainage should be incorporated into the site design. Concrete pavements in the alley of street right of ways should conform to the city requirements. PO Box 9732, Denver, Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 15 LIMITATIONS AND EXCLUSIONS This study has been conducted in accordance with generally accepted geotechnical engineering practices in this area and for use by addressee for design purposes. An additional discussion of the limitations of geotechnical engineering practices is presented in Attachment A. An environmental site assessment (ESA Phase I or II) was not a part of the proposed scope of work for this reporting, and should be performed by others if required. Any obvious chemical or petroleum odors or staining are noted in the Subsurface Conditions section of this report. This report should also not be considered as an indication of the presence or absence of, or as an evaluation of any potential environmental, geologic or mining hazards for the subject site or site vicinity. The description of any man-made fill encountered in our boring(s) was based on the samples obtained in the borings(s). Determining the lateral and vertical extents and the types of materials in the fill were not a part of this investigation and reporting. The conclusions and recommendations presented in this report are based on the data obtained from the exploratory boring(s) drilled at the approximate location presented on Figure 1.0, and the proposed construction. If during construction, fill, soil or groundwater conditions appear to be different than that presented in this report, Hamilton should be contacted to reevaluate the recommendations presented herein, if necessary. A representative of the Engineer should observe foundation excavations and bearing strata, foundation drains and backfill operations. If you have any questions regarding this report, please contact our office. Prepared by. Kenneth C. Hamilton, P.E. Project Engineer Attachments: Figures 1.0 through 3.3; and, Attachments A and B. Distribution: 3 Copies Sent to Addressee PO Box 9732 Denver Colorado 80209 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Geotechnical Engineering Report 3478 Chase Street, Wheat Ridge Job No. 19-167, 09-27-2019 Page 16 References: Commentary on Geotechnical Practices, Drilled Pier Design Criteria for Lightly Loaded Structures in the Denver Metropolitan Area, Colorado Association of Geotechnical Engineers, 1999, Drilled Shafts: Construction Procedures and LRFD Design Methods, Appendix B, USDOT, FHWA, Publication No. FHWA-NHI-10-016 (FHWA GEC 010), May 2010. Foundations and Earth Structures, Naval Facilities Engineering Command Design Manuals 7.01 and 7.02, 09-01-1986. Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations, Colorado Association of Geotechnical Engineers, 1996. Results of the 1987-88 EPA Supported Radon Study in Colorado, Colorado Geological Survey, Denver, Colorado, 1991. Standard Specifications for Road and Bridge Construction, Colorado Department of Transportation (CDOT), 2011. KCH/Kch PO Rox 9732, Denver, Colorado 80209 Phone: 720-261-9358 GENERAL SITE BOUNDARY EX. RESIDENCE (#3478) Lu U-1 --- ---�—� I w BORING B-1 I EX. GARAGE L- - S NOT TO SCALE One tree, easy aM1 geu year vl3 4 fiMrs marxea "ll nems arUtasi gall h4a1 ielary and expso-ea. Saiz C�±�ging is Pyp AL�ao�xL APwxys Ca'; 6Y t £erzrx Yea C'4;. K.C. HAMILTON Engineering, Inc. SITE PLAN PO Box 9732, Denver, CO 80209 Phone: 720-261-9358 JOB NO. 19-167 FIGURE 1.0 Know what's buiuw. Always call 811 before you dig, V154 caflal l.Com for mare 111t®rR9ealm, NOTES: 1. IMPROVEMENT AND BORING LOCATIONS ARE APPROXIMATE. ur lcc 2. DRAWING DERIVED IN PART FROM TRACING OVER GOOGLE, EARTH IMAGERY. K.C. HAMILTON Engineering, Inc. SITE PLAN PO Box 9732, Denver, CO 80209 Phone: 720-261-9358 JOB NO. 19-167 FIGURE 1.0 BORING B-1 0 ® TOPSOIL/GRASSES 5 2.1% (500) 0.4% (500) 10 (4� Lu LuLu m- 0.7%(500) = 15 a Lu 0.4% (1 000) 20 25 30 12/12 WC = 5.2 % -200 = 23 % 48/12 WC = 22.5 DD = 101 PCF 50/9 rDD = 22.3 = 98 PCF 50/10 WC = 25.1 % DD = 100 PCF LEGEND SAND, FINE TO MEDIUM GRAINED WITH OCCASIONAL COARSE GRAINS, SILTY AND AND SLIGHTLY CLAYEY, LOOSE, SLIGHTLY MOIST AND MEDIUM TO DARK BROWN. ®CLAYSTONE-SILTSTONE, MEDIUM HARD NEAR THE SURFACE AND HARD TO VERY HARD AT DEPTH, MOIST, AND GRAYISH -BROWN IN COLOR. DRIVE SAMPLE (CALIFORNIA SAMPLER) AT DEPTH 12/12 INDICATED. 12/12 INDICATES THAT 12 BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE 12 INCHES. THE CALIFORNIA SAMPLER IS A 2.5 -INCH O.D. SAMPLER WITH BRASS LINERS. (4)V INDICATES DEPTH TO FREE WATER AND THE NUMBER — OF DAYS (4) AFTER DRILLING THE MEASUREMENT WAS TAKEN. INDICATES RELATIVE MOVEMENT WHEN SAMPLE IS 2.1 % WETTED UNDER A PRESSURE OF 500 OR 1000 POUNDS PER SQUARE FOOT. SEE REPORT FOR A SUMMARY AND DISCUSSION OF EXPANSIVE SOILS AND BEDROCK. 50/8 NOTES: 1. THE BORING WAS DRILLED ON 09-23-2019. WC = 21.1 % 2. GROUND WATER WAS ENCOUNTERED IN THE BORING DURING DD = 111 PCF DRILLING AT DEPTH AND WHEN CHECKED 4 DAYS AFTER DRILLING. GROUND WATER LEVELS MAY VARY SEASONALLY. SEE REPORT FOR A DISCUSSION OF GROUNDWATER. 3. THE TRANSITION BETWEEN SUBSURFACE MATERIALS MAY BE GRADUAL AND NOT AS DEFINITIVE AS INDICATED ON THE LOGS. 4. LABORATORY TESTING: 4.1 . WC = WATER CONTENT (%); 4.2. DD = DRY DENSITY (PCF); 4.3. -200 = PERCENT PASSING THE NO. 200 SIEVE. 50/7 K.C. HAMILTON Engineering, Inc. PO BOX 9732, Denver, CO 80209 Phone: 720-261-9358 BORING LOG JOB NO. 19-1671 FIGURE NO. 2.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 E > 1.0 0.0 E -1.0 -2.0 -3.0 -4.0 -5.0 -6.0 100 10000 Vertical Pressure (PSF) Sample Description: Clay stone Sample No. B-1 Moisture Content (%) 22.5 Depth ft6 Dry Density c 101 Swell %) Swell Pressure (pst) 2.1 7,500 KCHE 3478 Chase Street Project No. 19-167 ELL -CONSOLIDATION TEST Fiqure No. 3.0 3.0 7.0 6.0 5.0 4.0 3.0 2.0 0 1.0 0.0 a E -1.0 Cn -2.0 -3.0 -4.0 -5.0 -6.0 100 10000 Vertical Pressure (PSF) Sample Description: Cla stone Sample No. B-1 Moisture Content % 22.3 Depth ft9 Dry Density c 98 Swell % 0.4 Swell Pressure s 1,700 KCHE 3478 Chase Street Project No. 19-167 SWELL -CONSOLIDATION TEST Fiqure No. 3.1 8.0 7.0 6.0 5.0 4.0 3.0 2.0 E > 1.0 0 0.0 a E -1.0 U) -2.0 -3.0 -4.0 -5.0 -6.0 100 10000 Vertical Pressure (PSF) Sample Description.- Cla stone Sample No. B-1 Moisture Content % 25.1 Depth ft 14 Dry Density c 100 Swell % Swell Pressure (pso 0.7 2,000 KCHE 1 3478 Chase Street I Project No. 19-167 SWELL -CONSOLIDATION TEST I Fiqure No. 3.2 8.0 7.0 6.0 ---— 5.0 4.0 - 3.0 - -� 2.0 - E a 1.0 o 0.0 41 E -1.0 i i U) -2.0 I II,I I -4.0 -5.0 — r I I -6.0 100 10000 Vertical Pressure (PSF) Sample Description: Cla stone Sam le No. B-1 Moisture Content 21.1 Depth ft 19 Dry Densit c 111 well (%) Swell Pressure (pso 0.4 3,700 KCHE 3478 Chase Street I Project No. 19-167 SWELL -CONSOLIDATION TEST IFiqure No. 3.3 Attachment A KC Hamilton Engineering, Inc. ATTACHMENT A Important Aspects of Geotechnical Engineering, And Risks Associated with Building on Expansive Soil -Bedrock Sites Subsurface Data: The data collected by KC Hamilton Engineering, Inc. (Hamilton) and presented herein was used to provide geotechnical information and recommendations for the planned structure(s) and/or construction. These recommendations include the potential effects of the subsurface conditions on the proposed structures and the recommended foundation type for the proposed structure(s). Additional information from additional borings will provide for a better understanding of the subsurface conditions at the site and the potential impact to the planned structures. The stratification lines shown on the boring log(s) are approximate and actual transitions between materials may be more gradual or more definitive than indicated on the log(s). Drilling equipment is not sensitive to gradual changes in subsurface conditions. It should be understood that natural soil and bedrock conditions are variable, and the actual subsurface conditions encountered during construction may differ to some degree from the subsurface conditions presented herein. The material characteristics and engineering properties of soil and bedrock may also vary between samples and between borings. The actual material characteristics and engineering properties of the soil or bedrock may differ from location to location and from the depths the samples are obtained, and differ from the information presented in this reporting. Quantitative (and/or absolute) conclusions regarding the geotechnical performance of a structure are not possible due to the potential variability of subsurface conditions and the small number of borings typically drilled for this type of study. The anticipated performance of a structure, as discussed in the body of the report, is an estimation only, and the actual performance may vary. Engineering judgment and experience are used to evaluate the most likely geotechnical performance of the structure and provide geotechnical recommendations for the structure. The site owner, and project designers and contractors should not assume that guaranties or warranties are implied or expressed with respect to the future performance of the structure. The risks associated with building on the subject site of this report are the site owner and theirs alone. Report Expiration: The report should not be used more than three years after issuance unless reviewed, and revised if necessary, by HAMILTON. Risk Description: The site owner, Hamilton's direct client, and the project designers must understand that there are uncertainties associated with geotechnical engineering and they must determine the level of risk they are willing to accept for the proposed construction. The level of risk can be reduced, but not eliminated by more extensive exploration and sampling of the site and additional laboratory testing, which would be more costly and time consuming. To reduce the level of uncertainty, the report should only be used by the owner, designers, and contractors for the referenced site and project, and the proposed construction as described in the report. Any changes in the planned construction after this report has been issued should be brought to the attention of Hamilton and this report revised, if necessary. PO Box 300626, Denver, Colorado 80203 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Appendix A - Geotechnical Engineering Last Revised 07-25-2014 Page 2 HAMILTON should be consulted to review any changes to the proposed construction such as the nature, size, configuration, orientation, location or weight (loading) of proposed improvements. Additionally, the practice of geotechnical engineering is continually developing knowledge and experience, and it must be understood that recommendations are based on the state of the practice at the time the report was prepared. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansive potential of soils and bedrock. The expansive potential is categorized as low, medium, high or very high based on the swell potential. The following table presents the relative classifications. Summary of Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 sf Surchar e _ Low 0 to< 3 0 to< 2 Moderate 3 to < 5 2 to < 4 _ High 5to<8 4to<6 Very High 8 or greater 6 or greater source: wiorauo Association or ueotecnnicai tngrneers,-buiaeune for slab Pertormance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), December 1996 Potential Structure Damage: The slab performance generally associated with the slab performance risk categories are as follows: Heave Risk Category Potential Slab Performance Issues Low: slab cracking, differential movement and heave Moderate: slab cracking, differential movement and heave, partial framing void and furnace plenum closure, some structural element separation High to Very High: large slab cracking, differential movement and heave, closed framing void and furnace plenum, structural element separation Note; More or less damage can occur in any risk category due to the variable nature of soil and bedrock. Other Factors Considered for the Reporting: It is important to note that measured swell or expansion in the samples obtained for this project, is not the only criteria used in developing foundation and floor recommendations. Other factors considered in the development of foundation and floor recommendations are: a. Soil and bedrock variability, b. Stratigraphy, c. Groundwater depth during field activities and potential groundwater depth after construction, d. Surface water features and site drainage, e. Post construction landscaping and irrigation conditions, PO Box 300626, Denver, Colorado 80203 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Appendix A - Geotechnical Engineering Last Revised 07-25-2014 Page 3 f. Construction details and proposed use, and g. Local experience. Risk Comparison between Expansive Soil and Expansive Bedrock; It should be noted that expansive bedrock, is typically and potentially more problematic with respect to heave than expansive soils during the life of the structure. The expansive bedrocks are typically the 'parent material' of the expansive over -lying soils, are less weathered, and possess the capacity to induce higher swell pressures on slabs and foundations than soil. Depth of Wetting and Heave Estimates; The assumed depth of wetting and swell -consolidation potential are a part of the heave estimates presented in this report. For this report, the depth of wetting is assumed to be about 20 feet below the existing grades, or down to the depth of ground water, whichever is greater. This depth of wetting is typical for engineering practices along the Colorado Front Range. However, if there are significant variations in in-situ moisture contents of subsurface materials below the water table from what would be expected, the depth for wetting may be greater than the depth to the water table. In some areas, recent development may have created shallower water tables than the originally conditions prior to development. For example, the assumed depth of wetting is sometimes reduced if ground water is encountered within 20 feet of the surface and depending on whether or not the materials below the water level appear to have been wetted (i.e. elevated moisture contents.) Soils are generally wet below the surface of the water table. Bedrock may not be wetted below the water level depending on the type of the bedrock and the degree of jointing and/or fracturing. Sandstones may transmit water and be more easily wetted, but claystone may not transmit water very well and may be only partially wetted at or near fractures and joints. The assumed depth of wetting by engineers has increased over the years along the Denver Front Range as more structures have been built, and more research and observations have been made. Shrink - Swell. Expansive soils near the ground surface will be more subject to cyclical 'wetting' (moisture increases) due to seasonal precipitation, irrigation, site drainage, and also seasonal drying during the warmer and/or low -precipitation periods of the year. This may result in shrink -swell cycles for the materials. The cyclic shrink and swell actions of an underlying soil may induce some degree foundation and slab movement over time. Long -Term Wetting: The 'wetting' of subsoils below a structure can also occur from the gradual movement of moisture by the 'soil suction' properties of the underlying soils during the life of the structure. For example, the moisture content of dry clay below a structure may increase over time since the structure will essentially 'cap' the area and reduce or eliminate the natural evaporation of the moisture from the soil. Moisture is then slowly 'pulled' into the subsoils from the perimeter of a structure by the soil suction properties from subsoils. Some degree of movement is typically the result of this on expansive -soil sites. Effects of Landscaping and Runoff: Landscaping of the site following construction and owner maintenance of it will greatly affect the performance of structures on sites with expansive soil or bedrock. Typically, moisture contents of subsurface soils and bedrock increase after construction due to surface irrigation and the cut off of evaporation that occurs when a slab or building is constructed. Poor PO Box 300626, Denver, Colorado 80203 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Appendix A - Geotechnical Engineering Last Revised 07-25-2014 Page 4 owner maintenance, such as ground surfaces sloping towards foundations or slabs, and irrigated landscaping adjacent to buildings, will increase the potential for slab and foundation movement to occur by increasing the potential for moisture content changes in the subsurface soils. Conventional Foundations and Expansive Soil Sites: Depending on the degree of swell potential and the type of expansive materials at a site, conventional spread footings can sometimes be constructed provide the swell -consolidation testing indicates swell potentials of less than 2% and swell pressures of less than 3,000 pound per square foot (psf), and provided the owners and designers accept the potential for foundation and/or slab movement. The potential use of conventional foundations on the subject site is presented in the Foundations Recommendations section of this report. The potential for foundation movement can sometimes be reduced by increasing dead loading and depth of the foundations but will not eliminate the potential for movement. Slabs -On -Grade and Pavements: Slabs -on -grade, exterior flatwork, and pavements will be more susceptible to potential heave than foundations due to the low dead load these apply to the ground. These structures will exhibit more pronounced damage and movement than heavier loaded foundations. Structural Damage: Damage to structures with conventional foundations built on expansive soil sites may consist of minor cracking of masonry, drywall and plaster, stucco, etc., and the slight racking of window and door frames for sites with low -heave -potential soils. The damage may be relatively significant for sites with moderate- to very -high -heave -potential soils and bedrock. Deep foundations and structural flooring are typically selected to minimize the potential for heave and the associated damage to a structure. Acceptance of Risk: Any heave predictions discussed in the report are based on the swell - consolidation testing presented in the report. The actual heave potential may vary as discussed above. As mentioned, additional borings and swell -consolidation testing can refine any of the heave predictions presented herein. For expansive soil/bedrock sites, the selection of the foundation type for the proposed structure is essentially an acceptance of some level of risk by you and/or the owner, and designers. Deep foundations can be an expensive component to construct for any structure but will typically have the least amount of risk for movement, as well as structural floors when compared with slabs -on -grade. Conventional spread footing foundations are typically much less expensive to construct but may have a higher potential for heave depending on site soil and bedrock conditions, the low structural loading (as is the case for most residential construction), site drainage, and the long-term maintenance of the structure and site. The recommendations presented in the body of the report, are presented to reduce the risk of movement and damage from expansive soils and bedrock and should be considered very carefully, and weighted against the budget for the project, and what level of risk is acceptable to you and/or the owner, and designers. Home warranty policies that will be issued by the developer and contractor should also be referenced for the levels of acceptable risk they will cover. The property owner, and anyone they plan to sell the site to, must understand the risks associated with construction in areas with expansive materials, and must assume the responsibility for maintenance of the structure and the site. You and the owner, and prospective purchasers should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," a special publication (SP43) of the PO Box 300626, Denver, Colorado 80203 Phone: 720-261-9358 KC Hamilton Engineering, Inc. Appendix A - Geotechnical Engineering Last Revised 07-25-2014 Page 5 Colorado Geological Survey, which helps homebuyers and homeowner understand and take measures to reduce the potential for damage due to expansive soils and bedrock. PO Box 300626, Denver, Colorado 80203 Phone: 720-261-9358 Attachment B I I 1 1 I 1 BACKFILL: SEE REPORT FOR PLACEMENT RECOMMENDATIONS I 1 1 1 I I 1 i I I I I 1 I 1 1 1 1 FILTER FABRIC 1 I (SEE NOTES) 1 PLASTIC SHEETING (SEE NOTES) SLOPE SURFACE FOR DRAINAGE (SEE REPORT) CLEAN WASHED 1 44 44 4 GRAVEL (SEE NDT ES,,�1 d� 0 0 o a 6" (MIN.) ABOVE P PE 1a 44 44 4 \ 4 V 4 44 44 44 i PIER i PLASTIC SHEETING 4 44 i (SEE NOTES) 4 -INCH DIAMETER PERFORATED PVC PIPE (SEE NOTES) APPLY DAMP -PROOFING MATERIAL ON EXTERIOR OF WALL (SEE NOTES) JOINT SEAL OPTIONAL SUB -FLOOR GRAVEL LAYER OPTIONAL PLASTIC / MOISTURE BARRIER SLAB -ON -GRADE 4D4p4p4D14pD d 4 4 4 D a D 4D 4 _n 4 D d P C•_ =------- 1 -OPTIONAL FILTER MIN. \ FABRIC BLANKET STABLE SUBGRADE (SEE REPORT) NOTES: I. APPLY SPECIFIED DAMP -PROOFING MATERIAL, DRAIN BOARD, OR WATER PROOFING MATERIALS AS SHOWN ON THE DETAIL DIAGRAM, AND AS DISCUSSED IN THE REPORT. ADEQUATELY APPLY MATERIAL AT HOLES OR INDENTATIONS AT FORM TIE LOCATIONS. 2. SLOPE PIPE A MINIMUM OF 1/8'' PER FOOT FOR RIGID PIPE, AND 1/4" PER FOOT FOR FLEXIBLE PIPE. 3. THE HIGH POINT OF THE DRAIN PIPE SHOULD BE AT LEAST 6 INCHES BELOW THE SLAB BOTTOM (SLAB SUBGRADE), OR 6 INCHES BELOW THE BOTTOM OF THE CRAWL OR VOID SPACE. 4. SLOPE PIPE TO SUMP PIT WITH PUMP, OR TO A DAYLIGHT LOCATION IF GRAVITY FLOW AND BUILDING DEPARTMENT ALLOWS. 5. INSTALL 10 -MIL PLASTIC SHEETING BELOW PIPE AND GRAVEL, AND EXTEND SHEETING AT LEAST 12 INCHES ABOVE THE JOINT BETWEEN THE FOUNDATION WALL AND TOP OF FOOTING. THE SHEETING SHOULD BE MECHANICALLY FASTENED TO THE EXTERIOR OF THE FOUNDATION WALL. 6. COVER PIPE WITH GRAVEL AS INDICATED. GRAVEL SPECIFICATIONS: CLEAN WASHED GRAVEL, 100% PASSING 1.5", 60-100% RETAINED #4, AND LESS THAN 3% PASSING #200. 7. COVER OR WRAP GRAVEL AND PIPE WITH FILTER FABRIC (MIRAFI 140N OR EQUIVALENT) AS INDICATED ON THE DETAIL WITH 12 -INCH FABRIC OVERLAPS, AS NECESSARY. 8. BACKFILL FOUNDATION WALL AND GRADE SURFACE AS RECOMMENDED IN THE REPORT. 9. VENTILATE CRAWL SPACE AREA. CRAWL SPACE CAN BE SEALED FOR MOISTURE PROTECTION AS DISCUSSED IN THE REPORTING. 10. PROTECT PIPE OUTLET WITH INSECT AND/OR RODENT SCREEN AS NECESSARY. K.C. HAMILTON Engineering, Inc. EXTERIOR PERIMETER DRAIN DETAIL PO Box 9732, Denver; CO 80209 Phone: 720-261-9358 FIGURE B-1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ;) --71- . J - Job Address: �` Cv n 5 Permit Number: ❑ No one available for inspection: Time �`' AM/PM Re -Inspection required: Yes i*o,' When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: ie) ! Inspector: DO NOT REMOVE THIS NOTICE Inspection Type CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Job Address: Permit Number: `'1 ❑ No one available for inspection: Time �``"' `� AM/PM Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usrnspection Date: Inspector: �. DO NOT REMOVE THIS NOTICE 9100 W Jewell Ave Lakewood, CO 80232 [ 7L... ENGINE EKING, INC- 720-440-9460 www.dlengineer.com 10/19/2019 Jay PJoga (► I�J r� V� RE: Garage Renovation A 9,q11 2019-6835 3478 Chase Street Wheat Ridge, CO 80212 Per your request I have reviewed the load carrying capacity for installing a 16'x7' overhead garage door in the non -load bearing wall of the garage (beam 1), and a 3'x6'-8" man door in the load bearing wall of the garage. Beam #1: 16'-0" opening in the non -load bearing wall of the garage. Beam #2: 3'-0" opening in the load bearing wall of the garage. Design criteria: 2012 IRC w/ City of Wheat Ridge Amendments Attic Live Load: 10 psf (attic with no storage) Roof Live Load: 20 psf, Snow Load: 30 psf Roof Dead Load: 15 psf, Ceiling Dead Load: 10 psf Beam #1: Install a (2) 13/ x 117/8" 2.0E LVL supported by a minimum of (2) 2x4 Hem Fir #2 jack studs & (1) 2x4 Hem Fir #2 king stud. Beam #2: Install a (2) 2x6 Hem Fir #2 beam supported by a minimum of (1) 2x4 Hem Fir #2 jack stud & (1) 2x4 Hem Fir #2 king stud. If you should have any further questions, please feel free to contact me at (720) 440-9450 or mweber@dlengineer.com. Sincerely, Matt Weber, PE Digitally sign Weber n O Engineer, rc C1 Matthew=mweber@ ngineer, Ct Reason:lan _ Weber document Location: Date: 2019-10-19 18:56:26 Foxit PhantomPDF Version: 9.1.0 Joo(7 peaWano ap Aa/lb' pie [ uroll .roop ssaaay (auy pagsep) asnoq aw uo laued qns 1o/ aull punoifvapun ajnlnj i aBejols se pasn aq Ipm mou )ol aBejeo ppnq 5ulaq sl asnoq aql uagm liq auop aq lou flNr sigl sauols E inoge aq Ipm asnoq agl se sam peaq fano an eq 4uop am os slgl Burop aM asnoq agl uo laued qns of algeo puncuB japun uagl -Isew pue ia)M glim laued le4uloaG ule`y i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: V\ A `)C._ `-"_:- Permit Number: C C `7 a ❑ 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.cLwheatridge.co.uslinspection Date: _ `� Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201902291 PERMIT NO: 201902291 ISSUED: 11/04/2019 JOB ADDRESS: 3478 Chase St EXPIRES: 11/03/2020 JOB DESCRIPTION: Repair and update existing garage, relocate overhead door to alley side, replace window and access door; replace roof, soffit, fascia, gutters and repour garage slab - 672 sq ft total *** CONTACTS *** OWNER (303)506-2048 PORCH SWING REAL ESTATE GC (303)250-8008 SEBASTIAN JAY NOGA 140224 NOGA CONSTRUCTION SERVICES LLC SUB (720)244-2372 STEVE GILBERT 120005 SKS ELECTRIC *** PARCEL INFO ZONE CODE: SUBDIVISION CODE *** UA / Unassigned UA / Unassigned USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,040.00 FEES Total Valuation 0.00 Plan Review Fee 91.59 Use Tax 105.84 Permit Fee 140.90 ** TOTAL ** 338.33 *** COMMENTS *** *** 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. 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Incomplete applications may not be processed. *** Property Address: _? 7 -7-yT (-� 4 J Property Owner (please print): PO U('fu_j "I P e,'_ ( �I 4wk T LI✓GC phone: 30-3 _S06 --?o Property Owner Email: 040 Ll Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: S-6 -73 Ta -60— C "�— City, State, Zip: A'.I&uu ey 110 FOOD 2 -nninoor• I: Phone: Contractor Name: /L/b q6k_ Cv "I f vvL 40t- J-elll rCa-i L661 ,- "',% ` 0 yC;" City of Wheat Ridge License #: Phone: 307 -Z1z� moo© Contractor E-mail Address: I ui 010l`� `'`'s�_ v✓C L)4' ° C °`~ For Plan Review Questions & Comments (please print): CONTACT NAME (please print): �`� Ny,1 `� Phone: 3o :7 �'J-V —9�'� CONTACT EMAIL(p/ease print): C c��s �C 't'�' "�c o "^ 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 9RESIDENTIAL 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. {'�a"v�eki`Jt. g Ja"e-� ,()✓t �ve� Ing c��i �i{roc�� +� cicc�f1 I7vc�v�L, <<�ve- (ice, 6.111�0"— A---�- GCC(ef1 4/00— 'J /00J l��ov✓ � Ctv4,� j (4 Sq. FULF BTUs Gallons OL y ✓% 1 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) $ /'4/0 & C) , 0-6 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: O E CONTRACTO ) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): G� DATE: Printed Name: 2�� 14-1(02 DEPARTMENT USE ONLY U ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPART NTCOMMENTS: T. S— x zb ' o Reviewer: ' 7'v v �c 6`?Z PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: at Wh6a P g 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: Z Y -71(t`11- lQ J/' Permit #: General Contractor: A.'°o i6t (0 —vC i Electrical Sub -Contractor Company Name: Phone �l4 State License #: fQ 3 (f Wheat Ridge License #: 12 _Skk ? G: 461 _ Signature of Authorized Agent i Plumbing Sub -Contractor Master #r: -70 136 (requited field //--3-1�T- Date Company Name: Phone #: State License #: !duster #: Wheat Ridge License #: __ re(loir-ed fig;°lel) Signature of Authorized Agent Date ;Mechanical Contractor Company Name: Phone: Wheat Ridge License (,require(] field) Signature of Authorized Agent Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 31 � 'reo-1y K0. M Pte/ - Job Address: T1W Ch -,Se' '54, Permit Number: '101010 1 0 %"� ❑ 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.cL wheatridge.co. uslinspection 4 Date: I u -f'7` -i Inspector: DO NOT REMOVE THIS NOTICE ' r City of Wheat Ridge Residential Demolition PERMIT - 201902148 PERMIT NO: 201902148 ISSUED: 10/09/2019 JOB ADDRESS: 3478 Chase St EXPIRES: 10/08/2020 JOB DESCRIPTION: Residential demo of single family home. Square footage: 762 *** CONTACTS *** OWNER (303)506-2048 NOGA JA SUB (303)250-8008 SEBASTIAN JAY NOGA 140224 NOGA CONSTRUCTION SERVICES LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,000.00 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, byy myy signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicab a building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le al owner of the roperty and am authorized to obtain this pe it and perform the work described and approved in conjunction with this perm . I further attesthat I am legally authorized to include all a tit'amed within this document as partes to the work to be periorme d that all work to be performed is disclosed in this docu nt and/or its' accompanying approved plans and specifications. Signatu j of OWNER or CONTRACTOR (Circle one) ate I. This permit was issued based on the information provided 'n the permit application and accompanying pl4ns 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 pen -nit 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 gra of a permit s I not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or di nce Orr ' lation 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 `JrT heatmidge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY I Date: 10/6 ?// Plan/Permit # ZLvie)/ k)"" Planf: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: _?C/ 1- 0 C" J;�_ Property Owner (please print): [) Lt0 0J-���P✓� Phone: Property Owner Email: ��l (' • v�Oe�� , �'� `�' �- `'` Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: C-6 2 Y (c,.,&"�- Ct--- City, State, Zip: 44vv ��J' Arch Ract/Ennineer NC,Ui V ' A(cfh r0, Architect/Engineer E-mail: �(���,w;�-�'�R �+ I �`` �� Phone: 'Co y Contractor Name: , City of Wheat Ridge License #: Phone: Contractor E-mail Address: (Q`7 ti©1t Ccs-✓ f `uL `v - c For Plan Review Questions & Comments (please print): CONTACT NAME (please print): J' c�2 i­�O Phone: CONTACT EMAIL(p/ease print): la`s 0 14C9TcC 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 J�ESIDENTIAL 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 "?76' 2 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) 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 �. the application. CIRCLE ONE: (OWNS (CONTRA OR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: �co w� Q) 0) CO CD � m City of Wheat Ridge Resid. Windows/Doors PERMIT - 201902079 PERMIT NO: 201902079 ISSUED: 10/02/2019 JOB ADDRESS: 12044 W 31st Pl EXPIRES: 10/01/2020 JOB DESCRIPTION: SWO Install new egress window in secondary bedroom in basement *** CONTACTS *** OWNER (303)268-2078 7 KING LLC GC (303)309-0165 FOREST PONDER 150151 BEYOND BOUNDARIES CONSTRUCTION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,500.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 52.50 Permit Fee 93.35 Investigative Fees 93.35 ** TOTAL ** 299.88 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, b 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 atte that am legally authorized to include all entities named within this document as parties to the work to be performed and that all ork.to�e perf"ormed is disclosed in this document and/or its' accompanying approved plans and specifications. a 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 maybe 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 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 ape i shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code�y ordinance . 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 W heat midge COMMUNITY DEVELOPMENT Building i Inspection Services 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Perm its(@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: /C�IJ� (frJ Plan/Permit # POM 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: 01\J(J—\ 31-y INL'C 'oZlj Property Owner (please print): '-To 1'i W'e' � k Phone: Property Owner Email: 10 a t- r�t V-,V\V-) �Z'e_ I� \ vin • Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: l2 0 L_ �-J (- S l t 71 c -E City, State, Zip: In11.('L K 211) C-, cr ( o 9©2 l 5 ArchitectlEngineer: P'SVNW0y1)A SRZ-UGiUrP\J /rh`J�''t a�o'�i� SLrLuGl✓✓ill U-kN Arch itect/Eng 1 neer E-mail: AS1► Wov�k (, �,pyT Phone: 72o Llys �.3gco�3 Contractor Name: GyONt> �k)oyNt>1kVLc--s e6v"SliZVc:-710/J City of Wheat Ridge License #: Phone: Contractor E-mail Address: -0 @, W1 A ► I &D +�1 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): 1'C�`2C'�1 �o>J��'� Phone: 3a3 -30cl. DIj,S CONTACT EMAIL(p/ease print): 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=RESIDENTIAL pplicable. ❑COMMERCIAL 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. �'vt5s wkN�c'o', - Sq. FULF BTUs (a, pop:"T- i)rjl ✓vim Z v1 C�✓v� �;Av Wl ►.l Gallons t 3 Se (411_ >( St i.vkr� t 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) 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 inforniation provide lication. CIRCLE ONE: (OWNER) ( NTRACTOR) r (,rTh ORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) \\ 1A //�I l Signature (first and last name): _ Printed Name: ZONING COMMMENTS: Reviewer: BUILDINGly�;l ENT Reviewer QlZjcq PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: 1 Building Division Valuation: NOTES BASED ON 2012 I.R.C. GENERAL NOTES THE GENERAL STRUCTURAL DESIGN HAS BEEN CONDUCTED IN CONFORMANCE WRH THE INTERNATIONAL BUILDING CODE (I.B.C.) 2012 EDHK)N AND CITY OF WHEAT RIDGE 2014 CODE AMENDMENTS. DESIGN LOADS AS PER CHAP TER 6, 2012 I.B.C. WITH LOCAL AMENDMENTS SNOW: 30 PSF LIVE LOAD (NON- REOUCBLE) WALL:10 PSF DEAD FLOOR: 40 PSI - LAE -RESIDENT IAL 10 PSI - DEAD - RESIDEN TIAL WIND: 105 mph (3 sec GUST) EXPOSURE B SEISMIC: S'UC - B FROST DEPTH: 36' MINIMUM THESE DRAWINGS ARE'BUILDERS PLANS' INDICATING GENERAL DESIGN INTENT ONLY. IT IS THE BUILDER'S RESPONSIBILITY 10 PROVIDE ANY ADDITIONAL CONSTRUCTION DETAILS REQUIRED AND IO DICIAIE METHODS OF CONSTRUCTION- THE BUILDER SHALL VERIFY ALL DIMENSIONS OF MANUFACTURED COMPONENTS AND RELATIONSHIPS BE IWEEN MA IERNLS OR COMPONENTS. THE BUILDER SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS INCLUDING ALL EXISTING GRADES AT IHE SITE. IF A DISCREPANCY ARISES BETWEEN THE DRAWINGS AND FIELD COJDITKDNS, OR WHERE A DE TAIL IS DOUBTFUL OF INIERPREIAIION, OR AN UNANTICIPATED FIELD CONDITION ARE ENCOUNTERED, THE DESIGNER SHALL BE CALLED RIGHT AWAY FORCORRECT PROCEDURE TO BE FOLLOWED. SUCH INSIR TRUCTIONS SHALL BE CONFIRMED IN WRITING AND DISTRIBUTED TO ALL AFFECTED PARTIES. WHERE EVER THERE IS A CONFLICT BETWEEN DETAILS AND SPECIFICATIONS, OR BETWEEN DETAILS, OR WHERE DOUBTFUL OF INTERPRETATION, I HE MOST RESTRICTIVE SHALL GOVERN AS DETERMINED BY THE ENGINEER OF RECORD, THE BULDER/CONTRACTOR TWD ALL SUBCONTRACTORS SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. SPECIAL INSPECTIONS: NONE REQUIRED FRAMING NOTES: ALL LUMBER SHALL BE HEM -FIR GRADE NO. 2 OR BETTER, WITH A BASE MINIMUM ALLOWABLE EXTREME FIBER BENDING STRESS FOR MEMBERS (Fb) OF 850 PSI EXCLUDING ADJUSTMENT FAC I ORS FOR USE, SIZE, LOAD, DURATION, ENVIRONMENT, E TC., UNLESS OI HERWISE NOTED. STEADS SHALL BE STANUARD GRADE OR BETTER. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE ACO TREATED T00.40 PCF. FRAMER RESPONSIBLE FOR REQUIRED PLUMBING AND HEATING, RUNS AND CHASES. REQUIRED MINIMUM NAILING SCHEDULE: (SEE IBC "TABLE N0. 2304 9.1) (ITU COMMON -2 b- X 0.131-,16D COMMON -;L5' X 0.162-) S IUD TOPLATES TOENAIL 4HID COMMON OR END NAIL 2-16d. ROOF BLOCKING TOENAIL 3Ad COMMON. DOUBLE TOP PLAIES FACE NAIL 1-16d STAGGERED 18' OC. DOUBLE TOP PLATES LAP SPLICE FACE NAIL 2-16d COMMON, DOUBLE STUDS FACE NAIL 1-16d 24' OC. CORNER STUDS AND ANGLES 1-16d COMMON 24.00. RIA JOIST 10 SILL TOENAIL i -16d 6' OC. JOIS ITO SILL ON GIRDERS TOENAIL 3Rd COMMON. DOUBLE SOLE PLATES TOGEI HER FACE NAIL 1-16d STAGGERED 8' OC. BRIDGING TO JOIST TOENAIL 2-8d COMMON AT EACH END SHEATHING TORAFTERSRRUSSES FACE NAIL 8d 12' OC FIELD, WOC EDGE SHEATHING 48' A T ROOF EDGES FACE NAIL 8d 4' OC SHEATHING TO STUDS FACE NAIL 8d 12- OC FIELD, 6. OC EDGE A-TERNATNE: ATTACH SHEATHING WITH Bd NAILS, 1-1/2'X15 GAUGE STAPLES, OR 13/4'X16 GAUGE STAPLES AT 6' OC AT PANEL EDGES AND 12' ON CENTER FIELD SPACING. PROVIDE BLOCKING AT HORIZONTAL JOINTS. NAILS OR OTHER APPOVED SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT BREAK THE SURFACE OF THE SHEATHING. W City Of LOCATION OF E - - he at i�� wu11DOw RE1I. wheat i Y Df VI t (TTN I APPROVED - newim. for Code Compliance r 0 :x 7/ miner Date le issuaw o f a p~ or approval alpfdns sp*gpcvtWw oA not be o permd for, or an approval of airy w1odor to al the DL&VMV code or of a1 ah ardmatrtaet. Permft t"Hf y to vbla& or amef the pfOMtlaM of OW IWKV IrM of the UN shnil not be void RE DATE I REVISIONS I BY: A 09(2()/19 I ISSUED FOR CONSTRUCTION I ACA W yt1�.t.etwtm SHEET NAME; GENERAL NOTES PROJECT NAMF: PROJECT NO. Ashworth Structural, Inc. DATE: 09/26(19 119-259 Structural Design and Analysis Basement Remodel 15572 South Elk Creek Roatl, Pino CO 80470 DRAWN BY: ACA SHEET: PHONE 1169862868 12044 West 31st Place CHECKED-' ACA G 1 •0 eBS eP�AnGGCONSLFRO aeWE P�uG Irte S�NUCiW+L IM Wheat Ridge, Colorado 90215 SCALE:NTS 3'-1" CONCRETE R.O. 2x6 TYP..-\ 1 2'-7" WINDOW R.O. -4 2'0 x 7" SIMPSON 2x6 P/TYP. WEDGE -ALL ANCHOR AT 16" ON CENTER TYP. 2 _ SECTION THROUGH WINDOW JAMBS 3.o EXISTING FRAMING ABOVE TO REMAIN (NON -LOAD BEARING) CORRUGATED WINDOW WELL UNIT .n 12" MINIMUM FREE DRAINING GRAVEL SLOPE 1:12 AND COMPACT EXISTING SUB SOILS +/- S" CONCRETE FOUNDATION WALL (3) 2x4 HEADER, BEAR ON JAMB STUDS 2x6 P/T FASTEN TO FOUNDATION w/ 2x6 SILL PLATE z"O x 5" SIMPSON WEDGE -ALL ANCHOR AT 24" ON CENTER TYP INTERIOR CONCRETE SLAB ON GRADE .4 r •,4 '•"� 4 1 EGRESS WINDOW ELEVATION S3.o -Ashworth Structural, Inc. YROTEC-r NAME: Stnlctural Design and Analysis Basement Remodel 15572 South E& Crock R.4 Pre CO 80470 PHONE: 720994.2988,:st:^m,�...;,..�,;�,K„_,_ 12044 West 31st Place rws aawroa caas>Ea:o ^ aaaErun wnoucr or.swomN smuc*va� ia= „ a -, .a Wheat Ridge, Colorado 80215 X cp 09 N SHEET NAME; EGRESS WINDOW P 'NO. DATE: 04/26/14 DRAWN BY: ACA T: CHECKED: ACA SCALE: 1/2” - 1'-0" City of Wheat Ridge Residential Asbestos Abatement PERMIT - 201902080 PERMIT NO: 201902080 ISSUED: 10/02/2019 JOB ADDRESS: 3478 Chase St EXPIRES: 10/01/2020 JOB DESCRIPTION: Asbestos Abatement *** CONTACTS *** OWNER (303)250-8008 NOGA JA SUB (303)298-8550 JIM OLESKEVICH 190226 AMERICAN ABATEMENT, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,910.00 FEES Asbestos Abatement 50.00 Total Valuation 0.00 ** 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 performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatur()it WNER or CONTRACTOR (Circle one) Date I . This was issued based on the information provided in the permit application and accompanying plans and specifications and is subje compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This, hall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or anyordmance or regi tion 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 W heat Ndge C.C�Mt1l1NI"iY 17t,LEt_�it ti4F f 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 1'Vl\V1'it, 114-L' vUl. Vl\L1 Date: q Plan/Permit # r cl'nalo 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: 3478 Chase St., Wheat Ridge, CO 8021 Property Owner: Porch Swing Real Estate Investments, LLC. Phone: 303-506-2048 Property Owner Email:_jay@nogaconstruction.com Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 5633 Tabor Ct. City, State, Zip: Arvada, CO 80002 Architect/Engineer. Architect/Engineer E-mail: Phone: Contractor Name: Atyi-e -, can A b deem d. —tyN6. City of Wheat Ridge License #: 190226. Phone: 303-298-8550 Contractor E-mail Address: jo@americanabatement.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print):_Jim Oleskevich Phone: 303-472-0262 CONTACT EMAIL(p/ease print): jo@americanabatement.com 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. ❑ COMMERCIAL QX 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. We will isolate the bathroom, kitchen, laundry room and dining room from the rest of the home; install HEPA fans exhausted to the outside; remove the flooring while wetting with amended water using hand scrapers only; dispose of properly; HEPA vacuum and wet wipe the area. We will then remove the exterior siding while wetting with amended water as intact as possible working from the top down around the house until done. We will lay plastis drops beneath our work areasand wear proper PPE. We will use hand tools such as pry bars, hammers and screw drivers to carefully remove the siding. All waste shall be double bagged and properly disposed of at an EPA approved landfill. All non -friable material shall remain non -friable and be removed while wetted using amended water applied by an airless sprayer Sq. Ft./LF 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) $ 9,910' oo OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pennit 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 1 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) ONTRACTO or (AUTHOP4.,ZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): Printed Name: -SI IM 0 L ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: Q 3 N < 0 1 0 c° 0 m CD R CD I'D CSD O C/ cr C — CI N � 0 O —' C cQ CD C[ n o `5 m -� c cn :3 CD a O N� ° 0 N n O °. o m - ° _ o <O3m CC Q -O 'O Nv v e o c O < CD O Q CD n 2 7 S ° g- m CD o0>c0 ;CD co, a(DCD ° c =i,v -0m 3 0 7 j Dzv 3 CD p 0 v 7 p7 0 o�Q7cn a ° En 0 0 o CD g M m CD X� _.� Q O A. 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V rm n i 0 —� U) D r r r �n x O 7 X L m �X m City of Wheat Ridge Residential Electric PERMIT - 201902072 PERMIT NO: 201902072 ISSUED: 10/01/2019 JOB ADDRESS: 3478 Chase St EXPIRES: 09/30/2020 JOB DESCRIPTION: Residential electric installing temporary electrical service, 100 AMPS. *** CONTACTS *** OWNER (303)250-8008 NOGA JA SUB (720)244-2372 STEVE GILBERT 120005 SKS ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,250.00 FEES Total Valuation 0.00 Use Tax 26.25 Permit Fee 53.70 ** TOTAL ** 79.95 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t e legal owner or have been authorized by the legal owner oft)te- roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attes�that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be.periormed is disclosed in this document and/or its' accompanying approved plans and specifications. r,. Signature of `6W41i or CONTRACTOR (Circle one) Date I _ This permit was issued based on the information provided in the pen -nit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building 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. ranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any Xplicable code i�+any ordinance 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 W heat �idge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsa-ci.wheatridae.co.us I FOR OFFICE USE ONLY Date: loloI// ' Plan/Permit # ski 0.7 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: 7 q !tq C�,� ,A Property Owner (please print): I\]00Ci. Phone: Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: .5 L -2 3 Trio -b C� { lam: t City, State, Zip: N YycAc , C,0 _ roc)0 Architect/Engineer E-mail: Phone: Contractor Name: D K �7 G I P_C'� - (1, r✓ City of Wheat Ridge License M Z"�-00GL C Phone: 22.0 - 2_ L/-/ `-Z3 Contractor E-mail Address: J f �ti S t'(� I U CA'C'-�' M For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: CONTACT EMAIL(please print): 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 BTUs Gallons Amps IM,, ( 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) $650 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 Drovided on the auolication. CIRCLE ONE: (OWNER) (C6 Signature (first and last name): _ Printed Name: / ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: AUTHORIZED REPRESENTA TI V�� r r.� DEPARTMENT USE ONLY of (OWNER(CONTRACTOR) DATE: 10 f % OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: IZ)=S:b -Uo Building Division Valuation: City 0f Wh6at I2 -dg - COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29ffi Ave. Wheat Ridge, CO February 22, 2019 To whom it may concern, 80033-8001 P: 303.235.2846 F: 303.235.2857 The Wheat Ridge Community Development Department is in receipt of request for a letter confirming information about the property at 3440 & 3478 Chase Street. The property is zoned Residential -One C (R -1C). The property was legally platted in the late 1800s as part of the Columbia Heights Subdivision. The property is divided into four smaller lots (Lot 5, 6, 7, and 8) that are each approximately 3,125 square feet which was common when the platting was performed. This results in a condition where there are four non -conforming parcels of record under one ownership. There are two single- family homes and two detached garages on the property. Due to the position of the improvements on the existing lots, the owner is able to sell Lots 5-6 as one parcel, and Lots 7-8 as a separate parcel. This would allow the two single-family homes to be sold separately, each with one garage. The position of the improvements was confirmed by a survey completed by Gordon Page on February 8, 2019. Selling Lots 5-6 and 6-7 separately would require a revised deed since currently all the lots are connected under one ownership and include all four parcels. The conditions on the property are considered legally non -conforming; any new development on either parcel would require all R- IC setback and development standards to be met, and would be subject to review under a building permit. The sale of the parcels is not a City process. The City would only need to be involved through the building permit process, or if a re -plat was desired to change the location of property lines in the future. Please feel free to contact me at 303-235-2849 or scutlerkci.wheatridae.co.us if you have any questions. Sincerely, f �_� Scott Cutler Planner II cc: 3440 Chase St address file 3478 Chase St address file www.ci.wheatridge.co.us