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2648 Ames Street
Reviewed for Zoning Compliance by the .: City of Wheat Ridge Planning Division APPROVED T(N.N,U� BY: tl-"u A DATE: 7/12/2021 COMMENTS: revisions complaint with zoning 81'-6" A / 15'-0' 1 12'-8' I 22'-0' 1 19'-6' 1 12'-8' "I I D El COURTYARD - B ENTRY A-2 3 u 5'-4' T -]" EO EO I Ci- I I I I I 6 1 A-3.2 2 3 6 I I 1 P MIR — — — ——---- ---20'-2. 20'- 2" 16,-6. z -e MUC i-6" 2'-9" (L5'-9' CL 5'-9" �L 19'-8114' 1' OL 5'-9' CL 9'-101/4" CL ]'-0" �L 6'-0" 42'-51/2' i I D El COURTYARD - B ENTRY A-2 3 u 5'-4' T -]" EO EO I Ci- o A23 6 I I P MIR - UTILITY CIL 6 z -e MUC 112" GYP WALL 77 A-3.1 1 z -e E,. UP U J s I T-6. y BATH -3 Q DINING LNING a a: O ® BEDROOM3 BROOM HEAT &GLO _____ _ PRIMO 48' FP s�0 b a�xa. k 12558E EO EO Ila n w 1/4' Z ' r I I r' IIBI- y�"—IryIIF� o < CL________ CA-) ry 03 ry _ 03 T-0 d' 3 10'-4" 6'-0" If PANTRY1p BOARD Q GARAGE KITCHEN C CL rL v 2 A-3.2 WALL PER R302.6 2'- 5 ]tl2' 4 0 6 SELF CLOSING SELF C A-22 LATCHING DOOR. MIN 20 v Lanai SYNTHETIC DECKING MINUTE FIRE RATING - " BV OW NER PER R302 . , p I — — — —. — .112"GYP WALL BOARD @ GARAGE GARAGE WALL PER R302.6 7 0.2 .2 I I e° ul I I I II A— — — — — — — — — — — — — —I — I I I I I I I I I --------------- — — — ------ — — — — — — — — — —u —z I =U mission r mommosmU �a d U -0 N �N r �W U 1 DESIGN PRACTICE INC 3325 Mariposa St Denver CO 80211 www.desionpracdcedenver.com info@designpmcticedmver.com PHONE _303561 3000 LLJ U W 'Zj_ rm�l_ N U 00 W C/)p Cf)U W \/ ^/ 1/�D Q� W / LL W W (D3: N LLJ 2 `U`^^ o 'U) 1 � N■ I No. I Desc. I Date Checked Bv: Checker ISSUE DATE cnY of 3-13-19 'Wheat ge COMMUNITY DEVKUYMENr 2 APPROVED 2ALL 08WRCKSHALL COMPLY WITH MAIN LEVEL Reviewed for Cade ComoRanee 2018 IBC PLAN A 3, Steven Peck 07/20/2021 REVISION 2018 IECC 2020 NEC Plans Examiner Date CITY OF WHEAT RIDGE AMENDMENTS N n MAIN LEVEL am" / 1 , wn'Nmewew,u,"imebwMawew NaVMeamv,. hmin EMMNE A-1.2 81'.6 ' 2'-0" 13'- P 12'- 6' u 22'- 0' iiiiiiiiiim z City of Wheat Ridge Planning Division-���/ 19'- 6' 12'- 6' e APPROVED lie —u 1Tn'� A. I n 1� r A-2.1 A-2.1 A-2.1 U DATE: 7/12/4021 A-2.1 20'-8 1/4' 4'- 3' 4'- 3' CL 4'-3- rL 4'-3" (L 4'- 3' 1 12'-0 &4' 9'-1 1/2• 8'-T' =� m �Nr �W U 7L rc I BOXAND DOWNSPOUT IL IL L IL mN n UPPER LEVEL OVERFLOW SCUPPER W1 COLLECTOR BOX AND DOWNSPOUT dO WAeatR,a 19G�0� yoJD9 Dtys LlJ Z Lu j- �_ N U) 00 LlJ C/) p � wrU Nv Q W LL OO Lu N LLJ U o N■ I No. I Desc. I Date Checked Bv: Checker ISSUE DATE 3-13-19 UPPER LEVEL PLAN A-1.3 u Reviewed for Zoning Compliance by the 164, iiiiiiiiiim z City of Wheat Ridge Planning Division-���/ e APPROVED —u 1Tn'� I n 1� r BY: d�/iAaAG� U DATE: 7/12/4021 = [C COMMENTS: revisions complaint ^z j with zoning =� m �Nr �W U 7L rc 1 DESIGN PRACTICE INC 3325 Mariposa St Denver CO 80211 www.designpmcticedenveccom info@designpmcticedenver.com PHONE 3035613000 OVERFLOW SCUPPER W1 COLLECTOR BOX AND DOWNSPOUT dO WAeatR,a 19G�0� yoJD9 Dtys LlJ Z Lu j- �_ N U) 00 LlJ C/) p � wrU Nv Q W LL OO Lu N LLJ U o N■ I No. I Desc. I Date Checked Bv: Checker ISSUE DATE 3-13-19 UPPER LEVEL PLAN A-1.3 NOTES: 1: WINDOWS MARKED'E' TO COMPLY WITH IRC SECTION R310 FOR EMERGENCY EGRESS U �Z 2: WINDOWS IN HAZARDOUS LOCATIONS TO BE TEMPERED GLASS PER IRC SECTION R308.4 I 3: CONTRACTOR TO PROVIDE GUTTERS AND DOWNSPOUTS ON ALL ROOFS NP. _ lwJ 4: CONTRACTOR TO PROVIDE STUCCO CONTROL JOINTS AS NECESSARY PER MANUFACTURER RECOMMENDATIONS �H �U 5: WINDOW AND DOOR STYLES ARE REPRESENTATION ONLY. ACTUAL SME TO BE DETERMINED BY OWNER AND CONTRACTOR ¢ 1 2U KEYNOTE LEGEND KEY =p a 1 z a a VALUE KEYNOTE TEXT A-2.1 A-2.1 A-2.1 A-2.1 1 DESIGN T.O. ROOF ESIGN OFPRACTICE INC -4' O g/g^ V 3325 Mariposa 8t Denver CO 60211 www.designprectiicedenveccom info@designpmc,icedenver.com 05.14 05.14 PHONE _303561 3000 �Cos.1a� os.1z %GJ CJ Ci `O 01 ,-01 ,-Ot 05.05 05.02 03 O 03 03 os.az a .E. mfl 05.09 Cm C�O�� 05.10 05.03 OOm CJ 05.02 o UPPERLEVEL _ _ _ _ _ _ _ _ _ _ 110'-21T CJ CJ I I I os.o, ��05.02� 03 W D � E z . .:. ..... m _ MAIN LEVEL tl u N I� 4�1 X41-1 1-11 =41-x_ �I� X41- - - - - - - - - _ _ _ _ AVE 98� (n 00 ISI ISI ITI hI II II II II II II II hI I ITI II hI r� W SOU Lu _ SOUTH ELEVATION w Ld_ CD Q> T� NLJJ 2 + 6 + + Q W WINDOWIDOOR LEGEND Reviewed for Zoning Compliance by the _ _ 1_ I I T.O. ROOF crcv of wheat Ridge Planning Division '-dry 1241-01 APPROVED 05.14 T 4'-0" 2'-s" 2'-s" 1 BY: fotj4A� 7 DATE: 7/12/2021 weeeeew ArvxNc c COMMENTS: revisions Complaint CJ 05.12 01 with zoning I 0i_ 2 No. Desc. Date nao �sxeNT 05.02 03 03 02 2 REV 2 9-14-2020 oz 03 1 4 REV 4 06-07-21 CJ 31-T L v 2-5 v v 05.02 05.10 F-711CONTRACTOR TO REFER TO CUT - - - - - - - - - - - - - - - DPP10 LZV V SHEET FOR LA CANTINA MULTI- Drawn By: Author SLIDE ALWOOD DOOR. Checked By: Checker RO: W=105314" ' H= Be 1l4",� so 05.01 I� I� 0 0 © o gss ISSUE DATE MAIN LEVEL 3-13-19 100' - 0" - - -- ___ GARAGE SLAB BUILDING D,Wnea R, II - =I 4II = 4I �I ISI =1 a �I ELEVATIONS _ =III=11 I�=1 =11=III==1 =11I�I I -III -=11 ISI=11-III 1=III=III=11=III=III= AVE 98 °; `�/I �NSS 9 n WEST ELEVATION va^ = r -a' A-3.1 05.01 LAP SIDING 6" REVEAL 05.02 STUCCO SIDING 05.03 WINDOW -BRONZE FINISH 05.05 COMPOSITE DECK 05.07 METAL GUARDRAIL PER: 2015 IRC -R312.1.2 05.09 / 05.10 ROOF OVERFLOW 05.12 0 05.14 30 YEAR DIMENSIONAL SHINGLES OVER (1) LAYER 15# FELT OVER 1/2" SHEATHING TYP. 05.15 HORIZONTAL WOOD FENCE 05 05.01 LAP SIDING 6" REVEAL 05.02 STUCCO SIDING 05.03 WINDOW -BRONZE FINISH 05.05 COMPOSITE DECK 05.07 METAL GUARDRAIL PER: 2015 IRC -R312.1.2 05.09 THROUGH WALL SCUPPER W/COLLECTOR BOX TO DOWNSPOUT 05.10 ROOF OVERFLOW 05.12 FASCIA TRIM 05.14 30 YEAR DIMENSIONAL SHINGLES OVER (1) LAYER 15# FELT OVER 1/2" SHEATHING TYP. 05.15 HORIZONTAL WOOD FENCE 05 NOTES: 1: WINDOWS MARKED 'E' TO COMPLY WITH IRC SECTION R310 FOR EMERGENCY EGRESS U �Z 2: WINDOWS IN HAZARDOUS LOCATIONS TO BE TEMPERED GLASS PER IRC SECTION R308.4 3: CONTRACTOR TO PROVIDE GUT'TERSTUCCO CANDCONTROL JOINTS AS ON ALL ROOFS R M _ U IY1 / iYL7 J IY. J IYU / 4: CONTRACTOR TO PROVIDE STUCCO CONTROL JOINTS AS NECESSARY PER MANUFACTURER RECOMMENDATIONS �U 5: WINDOW AND DOOR STYLES ARE REPRESENTATION ONLY. ACTUAL SME TO BE DETERMINED BY OWNER AND CONTRACTOR ¢ IIII �a d t s 1 2 =z v KEYNOTELEGEND w KEY c a T.O. ROOF VALUE KEYNOTE TEAR 124'- 0 3/8" V ' DESIGN PRACTICE INC o5.1a 3325 Mariposa 8t 0512 Denver CO 80211 www.designpracticedenveccom 05.0] info@designpmcticedenver.com CJ CJ PHONE _303561 3000 e 03 H 1 05.05 CJ 05.09 05.10 05.01 05.10 05.09 _ UPPER LEVEL jII 110'-21/ CJ CJ q_ 05.01 05.02 W — — — — — MAIN LEVEL n �/ .. - 100'00' - 0" I 7 AVE GRADE I� L o N '^ O rl EAS00 T ELEVATION L ] �O r1 W (D Q W 2 w O 00 F� mN ��W��11 4 3 2 1 = V _ LU T.O. ROOF-4CV J 124= 0 3/ ��05.14� — — — — — — T - - - - -- - 05.12 �Whear CJNA R,a 041 05.0 a3 02 03 02 02 02 i i ' No. Desc. Date o5.m c 4 REV 4 06-07-21 O O® 05.01 05.10 05.09 -- UPPER LEVEL 110'-21/8" V � Drawn By: Author - a1 Checked By: Checker q Reviewed for Zoning Compliance bythe 95.03 City of Wheat Ridge Planning Division APPROVED � p f/ C 05.15 BY: ti—M^'W"�✓� 05.02 DATE: 7/12/2021 ISSUE DATE _ _ _ _ _ MAIN LEVEL Il with zoning visions complaint v 3-13-19 II-- III.—III-I4=--4=:4=4 IIII—II IIIIII-- I IIIII—.I I.I—.I I. ..—II.I .I I.—.III ..LI .LII— _ —I I..I..I_ _ I_ _ _ _ ,00_VE" BUILDING I F� ti-� t —tt �-Ft=1 Iii — t-I-r=h1 — —1 �� -=:4=4 �t �-I-� hi P" 11 1 I—ti-� t 16E h l Iii 1—_AVE 98 D�1 441 ELEVATIONS ELEVATIONS NORTH _jrELEVATION 05.01 LAP SIDING 6" REVEAL 05.02 STUCCO SIDING 05.03 WINDOW -BRONZE FINISH 05.05 COMPOSITE DECK 05.07 METAL GUARDRAIL PER: 2015 IRC -R312.1.2 05.09 THROUGH WALL SCUPPER W/COLLECTOR BOX TO DOWNSPOUT 05.10 ROOF OVERFLOW 05.12 FASCIA TRIM 05.14 30 YEAR DIMENSIONAL SHINGLES OVER (1) LAYER 15# FELT OVER 1/2" SHEATHING TYP. 05.15 HORIZONTAL WOOD FENCE 05 200 LEDGER wl (3) SIMPSON SDSY'pW EA. SND (16" O.C. MA)L) PROVIDE SIMPSON HUC28-2 EA. END. 3. P.T. 2x10 LEDGER. 4. NO CASSETTE. RE: ARCH. FOR R O. REQUIREMENTS & EXACT LOCATION. FRAME wl DBL. A @ (4) SIDES wl SIMPSON MILI1 HANGERS IF TA OPTION IS USED & SIMPSON MID4]W11 IS BCI OPTION IS USED. A MAXIMUM 5'0 DIAMETER WEB PENETRATION IS ALLOWED. 5. AIC CASSETTE, RE: ARCH. FOR R.O. REQUIREMENTS & EXACT LOCATION. FRAME wl DBL. 2x12 @ (4) SIDES wl SIMPSON UJI HANGERS. A MAXIMUM 4$'O PENETRATION IS ALLOWED THROUGH THE DBL. 2x12. PENETRATION SHALL BE CENTERED IN THE MEMBER DEPTH & SIMPSON CTS218 IS PROVIDED ABOVE & BELOW PENETRATION. FLOOR JOIST SCHEDULE FLOOR TYPE SI HANGER (FACE MOUNT) HPNGER (TOP FLANGE) (3)2x6 11%' TJI 21 Ps @ I F o.c. IU52.O6I11.88 ITUM11.88 J1 IIW BCI ROM's @ 16' o.a IU52.3II11.88 IT52.3II11.88 J2 2x1 Ts@TVO.c. LUS210 WA NOTE: 1. FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR BLOCKING, BRIDGING, & CANTILEVERED ENDS. 2. JOISTS MAY BE PLACED CONTINUOUSLY OVER SUPPORTS@ CONTRACTOR'S OPTION. PROVIDE BLOCKING BTWN. JOISTS, TYPICAL OVER BEAMS & BEARING WALLS. 3. 'IJOIST'MEMBERS INDICATED BY' TJI' SHALL BE MANUFACTURED BY iLEVEL. 4. 'IJOIST'MEMBERS INDICATED BY "BCI" SHALL BE MANUFACTURED BY BOISE ENGINEERED WOOD PRODUCTS. COLUMN SCHEDULE NPE SIZE CAPISASE C1 (3)2x6 WA C2 (4)2x6 WA C3 (5)2x6 WA C4 F STD. ADJ. STEEL PIPES WA NOTES: 1. COLUMNS SHOWN THUS ®ON PLAIN & NOT CALLED OUT TO BE DBL 2x4IF POST IS LOCATED IN 2x4 WALL FRAMING, DBL. 2x61F LOCATED IN 2x6 WALL FRAMING. 2. 0 INDICATES POST FROM ABOVE. CONTRACTOR TO ENSURE THAT POST BEARS DIRECTLY ATOP BEAM BELOW OR CONTINUE SAME POST THAT IS INDICATED IN UPPER FRAMING PIANS wl SQUASH BLOCKS BETWEEN FLOORS TO THE FOUNDATION, NP. 3. RE: APPROPRIATE DETAILS FOR CAP B & BASE B BOLTING REO'M. 4. SUPPORT ALL EXTERIOR WINDOW& DOOR HEADERS wl TWO TRIMMER STUDS (T) & TWO KING STUDS (K) TYPICAL, U.N.O. ONLY ONE TRIMMER IS REQD @ OPENINGS c 4'-0", TYP. TRIMMER & KING STUDS SHALL BE OF THE SAME SIZE, SPECIES, & GRADE AS THE SURROUNDING WALL FRAMING. SI INDICATES NUMBER OF TRIMMER STUDS REQUIRED. f4( INDICATES NUMBER OF KING STUDS REQUIRED. 5. S DARD ADJUSTABLE PIPE COLUMNS GOOD FOR A MINIMUM WORKING LOAD OF 32.4 KIPS. BEAM SCEEDULE TYPE SIZE HANGER B1 (2)2x8 WA B2 (2)2x10 WA B3 (2)134"XW EVIL WA B4 (3)IY4N*EVIL WA B5 (2)1$'x1 PQ LVL WA B6 (3)1$'x1 PQ LVL WA W (4)1$'x1IX' LVL WA NOTE: 1. BEAMS& HEADERS SHOWN ON PLAIN & NOT DESIGNATED wlA MARK AAE TO BE (2) W. INCREASE TO THREE PLY BEAMS & HEADERS INSIDE 2x6 WALL FRAMING, NP. @CONTRACTOR'S OPTION, A FULL DEPTH HEADER MAY BE INSTALLED DIRECTLY BENEATH THE DBL. TOP B. HEADER SIZE NOT TO BE LESS THAN THAT INDICATED ON PLAN. 2. RE: TO COLUMN SCHEDULE FOR TRIMMER &KING STUD REO'M. 3. DASHED BEAM TYPES ARE DROPPED, TYPICAL. 4. SIDE LOADED MULTIPLE PLY BEAM CONNECTIONS'. • (2)PLY: NAILwl(3) ROWS 16d NAILS@ I2"o.c. • (3)PLY:(2)ROWS$"e BOLTS@i6"oc. • H)PLY:(2)ROWSX'e BOLTS@lT0.0 ROOF TRUSS SCHEDULE NPE DESCRIPAOWSPACING HANGER T1 ROOF TRUSSES @ 24' o.c PER MANUF. T2 JACK TRUSSES �24'o.c. PER MANUF. GT GIRDER TRUSS PER MANUF. HJ HIP JACK PER MANUF. Rl 2x 10 RAFTERS 024'0.0. j24 LUS28 R2 14 - NOTES: 1. TRUSSES SHALL BE DESIGNED & SHOP DRAWINGS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 2. GIRDER TRUSSES GT) SHALL BE SUPPORTED BY QUADRUPLE 2x GANG STUDS EA END. STUDS SHALL BE CONT. TO END. PROVIDE FULL DEPTH BLOCKING BTWN. FLOORS, NP. 3. TRUSS MANUF. TO DESIGN& SUPPLY ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, & TRUSSTO-GIRDER CONNECTIONS, NP. 4. 'RE'. ARCH . FOR BOT. CHORD OF ROOF TRUSS PROFILE NP. 5, TRUSS MANUF TO DESIGN TRUSSES FOR DEAD LOAD =15 psf & SNOW LOAD = 30 psf, TYPICAL. SECOND FLOOR/ 1 LOW ROOF FRAMING PLAN NOTES: 114"= l HY 1. RE: 51.0 FOR NP. FLOOR & ROOF FRAMING NOTES. 2. RE: SCHEDULES FOR MOSSES ,BEAMS, &COLUMNSIPOSTS AS INDICATED BY a,N&CN CA -LOUTS. FOR BEAMS & WWMNWMTS TMTARE NOT C MD OUT, RE: NOTES IN SCHEDULES. 3, RE: S1.0 FOR SHEARWALL SWk ,& HOEDOWN SCHEDULES HDA . 4. (XXXK1 DENOTES SERVICE LOAD REACTION FOR USE BY STEEL FABRICATOR FOR DESIGN OF STEEL BEAMCONNECTIONS. N DESIGN PRACTICE INC 3325 Mariposa St Denver CO 80211 www.Hesignpraclice enver.wm info@designpmddenvenwm PHONE_303561 3000 W U Z W M '^^ N VJ F.: oc) W Cn p C/) U W �V� < QW I.J. Q Lu '20- m N W U W U) ry ■■ I No. I Desc. I Date I COORD 107.07.2021 N7iLn.Trsll�*I ISSUE DATE 03/14/19 2ND FLOOR/ LOW ROOF FRAMING PLAN S-3.1 RE: PLAN' - •a Lw i (I' �#4 VERTICAL @18"o.a A , RE: PLAN (2)#5 CONTINUOUS RIOR SHEATHING, RE AR W&I-S HN� 84x3'-0"EPDXYDOWELS@24" R LOCATION OF SHEAR •' o.c. wl SIMPSON AT -XP EPDXY, RE: PLAN E NAILING EMBED 5' MIN. INTO END. WALL EDGE N ION JOINT (4)ADOWELSx2'V'6' -A r;: r. EXTERIOR GRADE V 1F' RE: SCHED. FTG. SIZE & RI ROOK, Rte: RE, RE: PUN .. M4"=1'-0" APPLICABLE SECTION SD -2 o �—STRUCTUFAL SLOPE \\\\\\\\lll RE: PLAN TA�l TOP &BOTTOM RE: PLAN' - •a Lw STEEL COLUMN, RE: PLAN X, ISOLATION JOINT NON -SHRINK GROUT BED AS REQUIRED BLOCK-OUT, RE: PLAN TO PLUMB COLUMN CONCRETE SLAB, RE: PLAN " T.O. SLAB B r'. Zz PLPN i (I' �#4 VERTICAL @18"o.a .z-, -. \ .i (, (2)#5 CONTINUOUS 77j ,pp(, TOP & BOTTOM 0• •' ROUGHEN SURFACE RE: PLAN •il: 77 o 'b .. 1 - CONCRETE PIER, RE: PLAIN (4)ADOWELSx2'V'6' -A r;: r. ALTERNATE HORIZONT` AL 1F' RE: SCHED. FTG. SIZE & RI I SECTIO tFOOTING =tPON WALL .. M4"=1'-0" o. F G. STEEL COLUMN, RE: PLAN X, ISOLATION JOINT NON -SHRINK GROUT BED AS REQUIRED BLOCK-OUT, RE: PLAN TO PLUMB COLUMN CONCRETE SLAB, RE: PLAN " T.O. SLAB B r'. Zz PLPN 6 SECTION 3l4'=T4r V4941l1 EXTERIOR SHEATHING, RE: PLAN FOR LOCATION OF SHEAR WALLS EDGE NAILING STRUCTURAL FLOOR, RE: APPLICABLE SECTION SO -2 EXTERIOR GRADE VARIES, RE: ARCH. T.O. SLAB T.O RE. PLAN R06 'Ir #4 VERTICAL @ IWo.c. �(-�_ (2)1MCONTIN000S ( TOP &BOTTOM {h -.n ROUGHENSURFACE • �9 (4)#4 DOWELS x 2'-6'� ALTERNATE HORI20 AL LEG RE: SCHED. FTG. SIZE & REINF. 2 SECTIO tFOOTING =t FON WALL 31T=1'-0' 2x STUDS, RE: PLAN CONT. P.T. 2x SOLE B wl ANCHOR BOLTS, RE: PLAN ){' ISOLATION JOINT CONIC. DRIVE, RE: ARCH. Ar .z-, -. \ T.o. SLAB 77j .'(- \(2)#3 TIES@TOP ;r RE: PLAN o 'b .. 1 - CONCRETE PIER, RE: PLAIN m� -A r;: r. 1F' 1 {• (3)#4 DOWELS �( .. xFULL HT 6L o. F G. o (2(#5CONNN000S RE: PLAN '•{.('- (II. TOP &BOTTOM (N^, ROUGHEN SURFACE JL FOOTING&REINFORCING, RE:SCHED. RE: PLAN&SCHED. a RE: PLAN 6 SECTION 3l4'=T4r V4941l1 EXTERIOR SHEATHING, RE: PLAN FOR LOCATION OF SHEAR WALLS EDGE NAILING STRUCTURAL FLOOR, RE: APPLICABLE SECTION SO -2 EXTERIOR GRADE VARIES, RE: ARCH. T.O. SLAB T.O RE. PLAN R06 'Ir #4 VERTICAL @ IWo.c. �(-�_ (2)1MCONTIN000S ( TOP &BOTTOM {h -.n ROUGHENSURFACE • �9 (4)#4 DOWELS x 2'-6'� ALTERNATE HORI20 AL LEG RE: SCHED. FTG. SIZE & REINF. 2 SECTIO tFOOTING =t FON WALL 31T=1'-0' 2x STUDS, RE: PLAN CONT. P.T. 2x SOLE B wl ANCHOR BOLTS, RE: PLAN ){' ISOLATION JOINT CONIC. DRIVE, RE: ARCH. �V ..{ =Z NOTE: 6' CMU WALL, REINF. wl 9 VERTICAL =wI @ BUILDER'S OPTION, 9 VERTICAL .,F, @ 48aSOLDGROUT ALL BAREINFORCED —V RS IN FOUNDAITON MAY BE r EXTENDED 48' BEYOND T.O.C. IN LIEU V OF DRILL & EPDXY MRS. COORDINATE LOCATION wl MASON. =� m �a 8' CMU BOND BEAM TOP &BOTTOM =Z: .•� OF WALL w/(2) A CONTINUOUS. GROUT BOND BEAM SOLID. �Nt 9 x 1'4' SMOOTH DOWELS @ �=w 1SREA 'o.c.-GSE ONE END DRILL& EPDXY #4 x 44)' DOWELS 6" —p a "'�' MIN. INTO STEM WALL@48'o.c. wl = CONC. SLOB, RE: PLAN. EXTERIOR GRADE VARIES, SIMPSON AT -XP ACHORING ADHESIVE RE: ARCH. -'j COORDINATE LOCATION wI MASON T.O.C. • LOPE LOP E'SARCH RE: PLAN �. DESIGN ��/� �� PRACTICE INC -A/��� /x' j jA 3325 Mariposa St \�A I- Denver CO 80211 i� ° w .designpraclice enver.wm inf @designpmddenvermm PHONE_303561 3000 . ( #4x ZFz-v@18-o.c. TYP#4 VERTICAL @ 18-o.c. #4 VERTICAL @18"o.c. (2)#5CONTIN000S {�..I TOP &BOTTOM (2)#S CONTINUOUS TOP &BOTTOM iI{,'.' ROUGHEN SURFACE O\'•M.••�' •q^. ROUGHEN SURFACE •(R^. .• ( ( q: 4 1 •2 (4)a4DOWELSxT-6 6. (4(#4 DOWELS x re' 6' I ass/ONAL Ems\ ALTERNATE HORIZ AL LEG ALTERNATE HORIZONTALTEG RE: SCHED. FTG. SIZE & REINF. RE: SCHED. FTG. SIZE & REINF. 4 SECTION IFOOTING =t MIN WALL tFOOTING =t FDN WALL 31T=I-V 5 SECTION 3'4'=1'-0' W U Z W Mr N oo W u) o (n U W < W Q 01) Q W �3: m N W 2 o U W U) ry ME N0. DeSC. Date 1 PATIO SLAB 11.06.2020 2 1 COORD 107.07.2021 ISSUE DATE 03/14/19 FOUNDATION SECTIONS I SD -1 Ar T.o. SLAB 77j `. RE: PLAN RE: PLAN -A CONC. SLAB, RE: PLAN 1F' Ji"ISOLATION JOINT �( #4 VERTICAL @18'oc. ( (2(#5CONNN000S '•{.('- (II. TOP &BOTTOM (N^, ROUGHEN SURFACE '•( _ T.O. FTG. RE: PLAN (4) #4 DOMLS x Ts'16• ALTERNATE HORI20 AL LEG RE: SCHED. FTG. SIZE & REINF. 3 SECTIO tFOOTING =t FON WALL 3M"=1'-0" �V ..{ =Z NOTE: 6' CMU WALL, REINF. wl 9 VERTICAL =wI @ BUILDER'S OPTION, 9 VERTICAL .,F, @ 48aSOLDGROUT ALL BAREINFORCED —V RS IN FOUNDAITON MAY BE r EXTENDED 48' BEYOND T.O.C. IN LIEU V OF DRILL & EPDXY MRS. COORDINATE LOCATION wl MASON. =� m �a 8' CMU BOND BEAM TOP &BOTTOM =Z: .•� OF WALL w/(2) A CONTINUOUS. GROUT BOND BEAM SOLID. �Nt 9 x 1'4' SMOOTH DOWELS @ �=w 1SREA 'o.c.-GSE ONE END DRILL& EPDXY #4 x 44)' DOWELS 6" —p a "'�' MIN. INTO STEM WALL@48'o.c. wl = CONC. SLOB, RE: PLAN. EXTERIOR GRADE VARIES, SIMPSON AT -XP ACHORING ADHESIVE RE: ARCH. -'j COORDINATE LOCATION wI MASON T.O.C. • LOPE LOP E'SARCH RE: PLAN �. DESIGN ��/� �� PRACTICE INC -A/��� /x' j jA 3325 Mariposa St \�A I- Denver CO 80211 i� ° w .designpraclice enver.wm inf @designpmddenvermm PHONE_303561 3000 . ( #4x ZFz-v@18-o.c. TYP#4 VERTICAL @ 18-o.c. #4 VERTICAL @18"o.c. (2)#5CONTIN000S {�..I TOP &BOTTOM (2)#S CONTINUOUS TOP &BOTTOM iI{,'.' ROUGHEN SURFACE O\'•M.••�' •q^. ROUGHEN SURFACE •(R^. .• ( ( q: 4 1 •2 (4)a4DOWELSxT-6 6. (4(#4 DOWELS x re' 6' I ass/ONAL Ems\ ALTERNATE HORIZ AL LEG ALTERNATE HORIZONTALTEG RE: SCHED. FTG. SIZE & REINF. RE: SCHED. FTG. SIZE & REINF. 4 SECTION IFOOTING =t MIN WALL tFOOTING =t FDN WALL 31T=I-V 5 SECTION 3'4'=1'-0' W U Z W Mr N oo W u) o (n U W < W Q 01) Q W �3: m N W 2 o U W U) ry ME N0. DeSC. Date 1 PATIO SLAB 11.06.2020 2 1 COORD 107.07.2021 ISSUE DATE 03/14/19 FOUNDATION SECTIONS I SD -1 legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Peter Hirschberg Revision Email not displaying correctly? View it in your browser. adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Structural Conformance 2648 Ames 6.18.21.Ddf Architectural Plan Revisions 2648 Ames 6.7.21.Ddf No Structural Plans 2648 Ames 7.7.21.pd $o 2648 Ames - Payment Authorization Form coov.odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Thursday, July 8, 20218:44:52 AM Revision to Permit Application Permit Number 201900585 assigned to project PROPERTY INFORMATION Permit Number 201900585 Property Address 2648 Ames St Property Owner Name Peter Hirschberg Property Owner Phone 508-237-5770 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Field not completed. Address Contact Name Peter Hirschberg Contact Phone Number 508-237-5770 (enter WITH dashes, eg 303-123-4567) Contact Email Address peter@dawndevelopment.com Retype Contact Email peter@dawndevelopment.com Address DESCRIPTION OF WORK Detailed Revised Added slider main level bedroom, eliminated spiral deck stairs, Scope of Work - changed exterior front courtyard fence height/material Provide a detailed description of the change in scope of work including mechanical, electrical, plumbing work occurring, DESIGN PRACTICE -INC 2648 Ames St 201900585 City of Wheat Ridge Building Division 7500 W 29th Ave Wheat Ridge CO 80033 Re: 2648 Ames Inspection Response July 14, 2021 We have inspected the courtyard condition at 2648 Ames and have no concerns with the drainage in the small front courtyard. The contractor has informed us that the final finish will be spaced pavers (to allow for drainage between) over 3" of bedding sand, over geofabric, over a minimum of 3" of course gravel, over native soils. This will be ample layering to absorb any overhead water and there is no roof drainage or downspouts that are directed to the courtyard. Please feel free to contact me with any questions. Sincerely, Paul Norquist Design Practice Inc 303.561.3000 2842 W 44th Avenue I Denver, Colorado 80211 1 303.561.3000 1 www.designpracticedenver.com JANCHOR ENGINEERING Ei R11 Tu L ENGINEERS June 18, 2021 Peter Hirschberg 2795 N Speer Blvd #435 2648 Ames St Denver, CO 80211 201900585 RE: Structural Conformance 2648 Ames St. Edgewater, CO 80214 Anchorlob#: 180826 Mr. Hischberg: Per your request, our office performed multiple site observations at the above referenced project during the course of construction to determine if the foundation, rough framing, and structural elements were installed in general conformance with the structural contract documents. Based on the observations performed 8/12/2020, 10/01/2020, 10/09/2020, & 04/13/2021 it is the opinion of our office that the foundation, rough framing, and structural elements were installed in general conformance with the structural contract documents. No further observation is required by our office. If you have any questions or need additional information, please contact our office. Sincerely, Anchor Engineering, Inc. Reviewed by: p0 l/� ��� n qC d /7 y//; I w Digitally si Y_ p Ian N //V/Y./l/,�L 4 1 Jesse I N .o; •� Date: 06.1r 9�F.•O6/1 21;� 17:46:46-06'00' Christopher P. Shurtliff, E.I.T. �`rs/Q\ Ian N.lesse, P.E., S.E. Project Manager Senior Project Engineer 0 2535 17^ STREET, DENVER, CO 80211 0 303-783-4797 0 303-830-9133 FAX O PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 201900585 *** CONTACTS *** OWNER (720) 907-1469 FEES SUB (303) 653-6006 Plan Review Fee SUB (720)402-1025 51280.01 SUB (3 03) 337-4237 Engin. Review Fee SUB (720) 422-3167 41578.81 SUB (303) 505-1180 201900585 ISSUED: 04/29/2019 2648 Ames St EXPIRES: 08/10/2021 New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total *** Added patio slider with deck main level bedroom, modified surround exterior courtyard fence, elimination spiral deck stair Additional valuation $0.00 *** HIRSCHBERG, PETER TY MUMFORD MARLIN GEBALA SETH A. SVATOS RICHARD COLLINS ENRIQUE REYES 190069 DAWN DEVELOPMENT 190105 RELIANT MECHANICAL 130033 ACCESS & DESIGN ELECTRIC 100264 UNITED PLUMBING SERVICES CO. 202165 KINGS PLUMBING INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 11373.09 Use Tax 51280.01 Permit Fee 21112.45 Engin. Review Fee 150.00 Sidewalk Comm Develo 41578.81 ** TOTAL ** 13,494.36 *** COMMENTS *** UA / Unassigned 0 / PROJECT VALUATION: 251,428.93 *** 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 inspection and prior to the first framing inspection, 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. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Site fencing will require separate permits. Prior to of a CO, 1 tree shall be planted within the front setbacK. In additionsu cless than twenty-£ive percent (25%) o£ the gross lot area and no less than one hundred percent (100%) o£ the Front yard shall be landscaped. I, bY tore, do heresy attest that the work to be performed shall comply with all accom yin proved plans and specifications, bppli a�lel�alding codes d all applicable mumci al codes, policies and procedures, and that I am �heplegal owner or have been authonzed y the legal owner of the ' roperty and am authonzed to obtain flus amrt and perform the work descnbed and approved in con'uncfion with trusfpe d�andelltw�olrktotbemis�a�xned. �s�oaeain,�aa�,>.iee a.,aio=ea a��"o••°lnsaocumenta=pda.i,esw aswo�sc�t,ons. per orme pe panying approve p ans an peci Sigrtature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the infoamafion provided' the ami[ applicat'on and accom anying P1. sand specifications and is s ubj ect to the compliance wrth those documentr, and all applicable statutes ordinances, regulations, policies andprocedures. 2. T}us.ped t shto the�date of uaysation. �An ea#epsilon of no more t�heans 180 da�ty' 3 gbestr f �d at the �sc=estiobn of the Clrief B�uil�n pnor pu ys ma gran g Official and may be subject to a fee equal to one-half of the onginal rmit fee. 3. If tlns pemut expses, anew VV ermit may be req d to be obtazned. 1Psauance of a new permit shall be subject to the standard thgmrements, fees and r edures for approval of any new perrmt. Re -issuance or extension of expued perrmts is at the sole discretion of e Chief Builth �g Official and is not guaranteed. q. No work of an shall be perfoamed that shall results in a change. of the natural flow of water without prior ands ed fic a royal. 5. The p tions anddahall not ohfy dor cson eat worksw.ath ut wn'tten aDs�sel of such work finm�thest$a�lidsihed podlic�of aIPre�uire� Division. p=ocee pprov ng an pec ion ermces 6. The issb e code orr anfi� d naanermit shdation of [hist' add'ction. A �t el of workPs�sub� t to � ld ins�ontof any provision of any pphca j y or ce or reg funs pprov lec pec ion. ///�/,✓-✓t/- 04/29/2019 Signature of Chief Building Offic'al Date R8QD85T5 MOST B8 MADE BY 11:59PM ANY BOSIN855 DAY FOR INSPECTION TH8 FOLLOWING BOSIN855 DAY. ANCHOR ENGINEERING STRUCTURAL ENGINEERS May 10, 2021 Peter Hirschberg 2795 N Speer Blvd #435 Denver, CO 80211 RE: 2648 Ames St. Edgewater, CO 80214 Anchor Job #: 180826 Observation Date: April 13, 2021 Observer/s: Chris P. Shurtliff, E.I.T. Per your request, our office performed a site observation at the above referenced project to determine if the rough framing and structural elements for the southeast exterior deck were installed in general conformance with the structural contract documents. At the time of the observation, all the rough framing had been installed and our office noted the following deficiencies: • The multi -ply beam at the east end of the deck framing did not fit tightly within the hanger. Provide shim material and fasten per manufacturer's recommendations. Our office was provided with photographs of the corrected deficiencies on May 3, 2021. No further observation is required by our office. If you have any questions or need additional information, please contact our office. Sincerely, Anchor Engineering, Inc. Christopher P. Shurtliff, E.I.T. Project Manager Reviewed by: F Digitally si e y Ian N 5 1 Jesse � Date: -26�.05.'1 f �o�5/11 :21 c 12:34:06-06'00'. ss�01VAL Ian N. Jesse, P.E., S.E. Senior Project Engineer a+ 2535 1711 STREET, DENVER, CO 80211 44 303-783-4797 0 303-830-9133 Fax 06 N cliLo w _ 0 � N cli co No N CO N u D� !' Ver O �w 0 N c OU W En r" 0 U x � 00 M W 1" 1 2° F.V. 1'2" V. NAILER R, RE: 1/SD-3 STEEL BEAM, RE: PLAN i FACE R Y8 x BEAM DIMS - SHOP DRILL TO ACCEPT (10) SIMPSON SDOO x 3" OR APPROVED EQUAL 3116 i END OF DECK LEDGER 3.1 MIN. ANCHOR ENGINEERING, INC. 253517th Street Denver, CO 80211 (303) 783-4797 (303) 830-9133 FAX JOB # 180826 DRAWING DESCRIPTION: Steel Deck Beam End Connection Hirschberg Residence 2648 Ames Street Edgewater, CO 80214 IN-SITU 2x12 DECK 0'L ��CF 45'12 '. 01 /131721 ' O.c�'•.• mak, .• '� PAK DRAWINGNUMBER: SSK-1.2 DRAWING SCALE: 1 Y2" =1'-0" COORD 01/13/2021 Date of Test: 5/10/2021 Customer: Peter Hirschberg Test Results 1. Airflow at 50 Pascals: (50 Pa = 0.2 w.c.) 2. Leakage Area: 3. Building Leakage Curve BUILDING LEAKAGE TEST Scott Home Inspection LLC 3728W CR 10 Berthoud, CO 80513 Website: www.scofthomeinspection.com Test File: Untitled Technician: Woodrow Hoffmann Project Number: Building Address: 2648 Ames Street Edgewater, CO 80214 810 CFM50 2.38 ACH50 44.6 in2 LBL ELA @ 4 Pa Flow Coefficient (C) = 63.7 Exponent (n) = 0.650 (Assumed) 4. Test Settings: Test Standard: RESNET One -Point Test Test Mode: Depressurization 5. Accuracy Level Standard Level of Accuracy Test Infiltration Estimates 1. Estimated Average Annual Infiltration Rate: 2. Estimated Design Infiltration Rate: Cost Estimates 1. Estimated Cost of Air Leakage for Heating: 2. Estimated Cost of Air Leakage for Cooling: BUILDING LEAKAGE TEST Page 2 of 4 Date of Test: 5/10/2021 Test File: Untitled Building Information Location Climate Information Volume 20450 Surface Area Floor Area Height # of Bedrooms # of Occupants Year of Construction Wind Shield M Heating and Cooling Cost and Efficiency Information Heating Fuel Gas Heating Fuel Cost $0.73/ccf Heating Efficiency % Cooling Fuel Cost $0.095/kwh Cooling SEER Ventilation Weather Factor 0.87 Energy Climate Factor 17.00 Heating Degree Days 6128 Cooling Degree Days 297 Design Winter Wind Speed 7.3 mph Design Summer Wind Speed 9.4 mph Design Winter Temp Diff 73 deg F Design Summer Temp Diff 15 deg F Equipment Information Type Manufacturer Model Serial Number Custom Calibration Date Fan Energy Conservatory Model 3 (110V) - Micromanometer Energy Conservatory DG700 BUILDING LEAKAGE TEST Page 3 of 4 Date of Test: 5/10/2021 Test File: Untitled Depressurization Test: Environmental Data Indoor Temperature (°F) Outdoor Temperature (°F) Altitude (ft) 70.0 45.0 5386.0 Baseline Pressure Data Baseline 1 (Pa) Baseline 2 -0.4 -0.4 Baseline 3 -0.5 [ Baseline 4 -0.5 Baseline 5 -0.4 Average Baseline (Pa) -0.4 Baseline Range (Pa) 0.1 Data Points - Data Entered Manually (TT 4.0.53.0) Nominal Baseline Adjusted Fan Nominal Adjusted Building Pressure Building Pressure Pressure Flow Flow Fan (Pa) (Pa) (Pa) (cfm) (cfm) Configuration -50.0 -49.6 189.6 816 806 Ring B Time Averaging Period: 10 Deviations from Standard RESNET One -Point Test - Test Parameters None BUILDING LEAKAGE TEST Page 4 of 4 Date of Test: 5/10/2021 Test File: Untitled Comments None 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 201900585 201900585 ISSUED: 04/29/2019 2648 Ames St EXPIRES: 07/10/2021 New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally 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. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/29/2019 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ♦6 A♦ City Of 19cor eat dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 2u'Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days maybe granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at vernutsaci.wheatridge.co.us or fax to 303-237-8929. Patty requesting pernut extension: Peter Hirschberg I Owner Permit # 2 01 900 58 5 Property Address: 2648 Ames St Edgewater CO 80214 Phone # (508) 237-5770 Email Address: peter®dawndewlopmentcom Reason for extension request: Weather & material delays Number of days requested: 7/10/21 (60 days) Printed Name: Peter Hirschberg Signature) -Jr. rl°°^'""°`(\ Date: 4/26/21 For office use only This request has been: XApproved ❑ Denied Extended until: 7/10/2021 Approved by: 7;L - D Date: 5/12/2021 www.d.whealdtlgexo.us City of Wheat Ridge Single Family - New PERMIT - 201900585 PERMIT NO: 201900585 ISSUED: 04/29/2019 JOB ADDRESS: 2648 Ames St EXPIRES: 05/10/2021 JOB DESCRIPTION: New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total *** CONTACTS *** OWNER ( 7 2 0) 907-1469 H I RS CHBERG , PETER SUB (303)653-6006 TY MUMFORD 190069 DAWN DEVELOPMENT SUB (720)402-1025 MARLIN GEBALA 190105 RELIANT MECHANICAL SUB (303)337-4237 SETH A. SVATOS 130033 ACCESS & DESIGN ELECTRIC SUB (720)422-3167 RICHARD COLLINS 100264 UNITED PLUMBING SERVICES CO. SUB (303)505-1180 ENRIQUE REYES 202165 KINGS PLUMBING 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: 251,428.93 FEES Total Valuation 0.00 Plan Review Fee 11373.09 Use Tax 51280.01 Permit Fee 21112.45 Engin. Review Fee 150.00 ** TOTAL ** 81915.55 *** 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 inspection and prior to the first framing inspection, 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. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Site fencing will require separate permits. Prior to issuance of a CO, l tree shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (1000) of the front yard shall be landscaped. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 201900585 201900585 ISSUED: 04/29/2019 2648 Ames St EXPIRES: 05/10/2021 New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally 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. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired 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, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 04/29/2019 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ♦6 A♦ City Of 19cor eat dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 2u'Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days maybe granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at vernutsaci.wheatridge.co.us or fax to 303-237-8929. Patty requesting pernut extension: Peter Hirschberg I Owner Permit # 2 01 900 58 5 Property Address: 2648 Ames St Edgewater CO 80214 Phone # (508) 237-5770 Email Address: peter®dawndewlopmentcom Reason for extension request: Construction & material delays due to Covid pandemic, estimated completion April 30th, 2021 Number of days requested: 4/30/21 (60 days) Printed Name: Peter Hirschberg Signaturcl-Jra �w'"°�°y1 Date: 3/1/21 For office use only This request has been: 181 Approved ❑ Denied Extended until: 5/10/2021 Approved by: i% Izuder Date: 3/1/2021 www.d.wheatdtlgexo.us 2648 Ames st. 70/,/ 0 Edgewater Co. 80214 Total developed length it 58'. According to table 402.4(2) Schedule Metallic Pipe of the 2018 IFGC we can have an 60' run on 1 '/4" pipe we can have a total demand of 528k Btu's for which we only using 273k btu's and the pipe size should be able to suffice the demand. PRODUCED BY AN AUTODESK STUDENT VER5ION NOISN3A 1NMnis )ISMoinV Nd A8 a3a(1aONd 0 I • . ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -510 .fit tz S 11,11',. Job Address: Z , 4/ �9 r - Permit Number: 70 / c leo 0 S SZ �5 10 I -A C ❑ No one available for inspection: Time / AMS Re -Inspection required: Yes, No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE k4,_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: —g; A, &, Job Address: 7 (n q 'X /4 ,Wes SI/-- Permit Number: / Cr rfle-2 •, d? 4�1109V f ❑ No one available for inspection: Time L-5-5 Re -Inspection required: , Yes No When corrections are complete, schedule re -inspection online. Date: Z - Z-2 - Z Inspector: JS �G DO NOT REMOVE THIS NOTICE V ®®d' CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:7— Permit Number: I Cl t5:10 A- s t" ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: `" "y Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (:?5 L J- AJ OTT Job Address: _ t P4.- . Permit Number: ❑ No one available for inspection: Time Re -inspection required: Yes ,.No When corrections are complete, t Date: `T �` Inspector DO NOT R�VE Th online. 2648 Ames St 201900585 ANCHOR ENGINEERING STRUCTURAL ENGINEERS December 21, 2020 Design Practice, Inc. Attn: Peter Hirschberg 2795 N Speer Blvd #435 Denver, CO 80211 RE: 2648 Ames St. Edgewater, CO 80214 Anchor Job #: 180826 Observation Date: October 1, 2020 Observer/s: Chris P. Shurtliff, E.I., Ana C. Vitro, E.I. Per your request, our office performed a site observation at the above referenced project to determine if the rough framing and structural elements are in general conformance with the contract documents. During the observation, a variety of discrepancies to the contract documents were noted in the report provided to Design Practice, dated October 2, 2020. The noted items were corrected within the next few weeks. Photographic documentation of the corrected deficiencies noted were provided to our office on December 17, 2020. The framing corrections appear to be in general conformance with the construction documents. The rough framing and structural elements were observed to be in general conformance with the structural drawings. If you have any questions or need additional information, please contact our office. Sincerely, Anchor Engineering, Inc. Sawyer Zimmerman, E.I. Design Engineer Reviewed by: Digitally�ig lam -r ie Ian N. Jesse, P.E., S.E. Senior Project Engineer -* 2 53 517 TASTREE T, DENVER, C080211 -*303-783-479 7 0'303-830-9133FAx d* ► CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office J INSPECTION NOTICE Inspection Type: Job Address: Permit Number: J No one available for inspection: Time Re -Inspection required: Yes No AM/PM *When corrections are complete, schedule re -inspection online. Date: Inspector: 00 NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: T C'' Job Address: Permit Number: C)U V-1���, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes-' No When corrections are complete, schedule re -inspection online. A Date: (' Inspector:= DO NOT REMOVE THIS NOTICE f X0 o CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: i-7 tom. P, Job Address: A-1 Permit Number: ;7 eD /9 06 S r 4 J No one available for inspection: Time AM/PM Re -inspection required: Yes No When corrections are complete, schedule re -inspection online. Date:— Inspector: So�� DO NOT REMOVE THIS NOTICE ♦ !`� CITY OF WHEAT RIDGE Building Inspection Division 1 (303) 235-2855 Office INSPECTION NOTICE Inspection Type: FR / Job Address: 4 ! _ ` � s Permit Number: 2_0 AV r .. - �< Pte✓`_-��� �.,,-��f� ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date:, Inspector: DO NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: v2jbC4�-"Air s Permit Number: ❑ No one available for inspection: Time M/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinsp tion D�2' y e �nsp c i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: l r f r,(y,) r 5 _{ Permit Number: 004s_ -Z5 j�:) V tS (GCIcedi ❑ No one available for inspection: Time %'' AM/PM Re -Inspection required: /fres' No When corrections have been made, schedule for re -inspection online at: http://www.ci. whea tridge. co. usvinspec tion t Date: ul �Cjv Inspector: I`r'. DO NOT REMOVE THIS NOTICE jj e; CITY OF WHEAT RIDGE 1 Building Inspection Division (303) 235-2855 Office i INSPECTION NOTICE Inspection Type: Job Address: Z #", _ - -� Permit Number: 6 -5-'S ❑ No one available for inspection: Time AMJ Re -Inspection required -;,''Yes ' No When corrections have beenmade, schedule for re -inspection online at: http://www. ci. wheatridge, co. us/inspection Date:-,,!//-, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE / Building Inspection Division l (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (y) &. i; (L k Job Address: caugg� PNO-,t s 5f Permit Number: =)0 dCtOGS— 3 ❑ 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: r,y. -J4,Inspector DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: I'Aj /_ �/ Job Address: 2,6 q ';/, A k",e Permit Number: Z,,C19 on s 10-/0 I.J No one available for inspection: Time cX '/55`"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: _?_e':`�4?r'_Inspector: DO NOT REMOVE THIS NOTICE OFA - 0 -p- CD o z G) ET =: w E (Int- o CD w =r N rQ — O x x N) 0) 0) x 0 (n :7 0 CD M 0 s 0 (D CL 0 0 CD sZ 0 ""N Cl) 0 CD 0 (D --4, :3 CD -0+ =r CL 0 =r N) CD :3 0 CD (D < CD CD co 7 X U) - CD CD"I 0 o- 0 CL U) CQ N X cr) J(D X (D ;q: CD U) CD -n O h CD cr Z 0 C, z CD C/) r- C— o -a 0 0 03 o CL 0 CDM 0 m --4 0) C:) 00 0 0 0 Cr iv o) () Em 0 0 CD 0') CD 0 CL u) CD CD 3 (D o) -o iao CD 0n 3-0 - (D CL OOWO>MMM 3 w x w CZ (D on —0.Q- CD CD 0-0-0 (D 0 3 =3 x CD (D 0 0 0 CD 37 0 0 - — 0 (DD 0 0 Nj w O 0 CL 70 CD =3 0 o 0 :3 0 zT (a -I. M CD 0 CL . =r CQ N X cr) J(D X (D ;q: CD U) CD -n O h CD cr Z 0 C, z CD C/) r- C— o -a 0 0 03 o CL 0 CDM 0 m --4 0) C:) 00 0 0 0 Cr iv o) () Em 0 0 CD 0') CD 0 CL u) CD CD 3 (D o) -o iao CD 0n 3-0 - (D CL OOWO>MMM w 0f on —0.Q- =,O. (D 0 (D CD CQ N X cr) J(D X (D ;q: CD U) CD -n O h CD cr Z 0 C, z CD C/) r- C— o -a 0 0 03 o CL 0 CDM 0 m --4 0) C:) 00 0 0 0 Cr iv o) () Em 0 0 CD 0') CD 0 CL u) CD CD 3 (D o) -o iao CD 0n 3-0 - (D CL OOWO>MMM w —0.Q- =,O. 0 CT Cn CD (D 0 (D (D 0 0 — 0 0 m 7 a Nj w N.) U) >0 w CD co 3 m < C) rlo0 NE� co 3 �7 ET 0 CD 'Cn 0 =or7 CD , rC-:-)) -n C) CD o " 0 700 3 co Sy (D (o (D (D :3 CD (D (D c< CD a (D =3 0 CD 3 w x Z©oDO NOT EPDXY BARS INTO FOUNDATION WALL IF THE WALL OR AMBIENT AIR TEMPERATURE IS OR WILL BE BELOW 14°F WITHIN 24 HOURS OF INSTALLATION EXTERIOR SHEATHING, RE: PLAN FOR LOCATION OF SHEAR WALLS #4x3' o" BARS @ 24" o.c. EPDXIED INTO FOUNDATION WALL w/ SIMPSON AT -XP, 5" EDGE NAILING MIN. EMBED y" ISOLATION JOINT STRUCTURAL FLOOR, RE: CONC. SLAB, RE: PLAN APPLICABLE SECTION SD -2 z SLOPE e RE: ARCH. T.O. SLAB a. RE: PLAN T.O.C. - r--- -- ° RE: PLAN — — — — — — rF(2) ___------------------------------------------------ #5 x 4'-0" CENTER ON HAUNCH 2 -4' � � \ I�#4 BARS x o (1) EA. FACE 0 / ..A I .d #4 VERTICAL @ 18"o.c. LL ` .. I (2) #5 CONTINUOUS 11 TOP & BOTTOM 2'-0". �f I -4 ROUGHEN SURFACE T.O.C. OL il, RE: PLAN ° d•..° .°- �� (4) #4 DOWELS x 2'-6" 6" ALTERNATE HORIZONTAL LEG RE: SCHED. FTG. SIZE & REINF. 1 SECTIO t FOOTING = t FDN WALL ANCHOR DRAWING DESCRIPTION: DRAWINGNUMBER; ENGINEERING, INC. Patio Slab SSK-I Hirschberg Residence DRAWING SCALE: NTS 2535 17th Street Denver, CO 80211 ISSUE DATE (303) 783-4797 2020.10.28 (303) 830-9133 FAX 2648 Ames St. JOB # 180826 Edgewater, CO i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 6:9 ❑ 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:-,,/ 2 0Z O 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, us/inspection Date:0C''i' 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. cL wheatridge. co. ushnspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE /p Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: /1-79/ Job Address: e Permit Number: 7-01!Z Q r �S ❑ No one available for inspection: Time . " ;' 61P Re -Inspection required .�ries/ No When corrections have been made, schedule for re -inspection online at: httpJ/www. ci. wheatridge. co. uslinspection Date: ,/0_. / 9 —?_Q? spector: .� DO NOT REMOVE THIS NOTICE e ! s CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ( i yr. Job Address: O (A Permit Number: r�i t; i `; O) n 4� � r ❑ No one available for inspection: Time `' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttpYlwww. cL wheatridge. co. uslinspection Date: Inspector: \119 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: L) No one available for inspection: Time? AM/PM Re -Inspection required: Yes No When corrections have been mare, schedule for re -inspection online at: h ttpYlwww, ci, wheatridge. co, us4nspection Dater U - C' - D 0J- Inspector: DO NOT REMOVE THIS NOTICE ♦��41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: cl f !, / 1 a l- P- I -r. C X Vj Vj E ar a , e,,i J frt 1. �• a (: C 5 -}- ❑ No one available for inws ction: Time AM/PM Re -Inspection required: No when corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector DO NOT R OVE THIS NOTICE LL.. u,rGa L •tel " }' f !, / 1 a l- P- I -r. C X Vj Vj E ar a , e,,i J frt 1. �• a (: C 5 -}- ❑ No one available for inws ction: Time AM/PM Re -Inspection required: No when corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector DO NOT R OVE THIS NOTICE `® A s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: e r2. i Job Address: �' `` _� P n-. Permit Number:c. 4 1C r �N 1� �E"i ., j.- �!` f i c. rig V ❑ No one available for inspection: Time ` AM/PM Re -Inspection required: Yes' No When corrections have been ade, schedule for re -inspection online at: h ttp://www. cL wheatridge. co. ushnspection Date: Inspector:_ DO NOT REMOVE THIS NOTICE o A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: C. ! i ❑ No one available for inspection: Time', AM/PM Re -Inspection required: Yes Nw When corrections have been made, schedule for re -inspection online at: http✓/www. cL whea tridge. co. uslinspection Date C-7, , a Inspector: DO NOT REMOVE THIS !NOTICE Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Buildin" Inspection Division (3031 235-2855 Office INSPIEOTION NOTICE LIM Ofh() _S _4 U No one available for inspection: Time AM/PM ,tion required: We� Re Inspection k� No When corrections have been made, schedule for re -inspection online at., http✓/www. ci. wheatridge. co. usfinspection Date: 17\j Inspector: DO NOT REMOVE THIS NOTICE e I s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:j Job Address: _J 4' C'r-, f. i Permit Number: C-�� Vii,) ; c ('n S j 5 ❑ No one available for inspection: Time AM/PM f• Re -Inspection required: aYes No When corrections have been made, schedule for re -inspection online at: h ttp ✓/www, ci. wheatridge. co. uslins pection Date: Inspector: DO NOT REMOVE THIS NOTICE I i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: I- a c s L, t < < Job Address: Permit Number: C1 i J ra 1 a� rftjJ, y t ,rte'} i f n % E� e" est, ! A— C G< v f c ❑ No one available for inspection: Time AM/PM s� Re -Inspection required: lies; No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. usrinspection Date: %�rU Inspector: DO NOT REMOVE THIS NOTICE ,, ► A City of Wheat Ridge Single Family - New PERMIT - 201900585 PERMIT NO: 201900585 ISSUED: 04/29/2019 JOB ADDRESS: 2648 Ames St EXPIRES: 03/08/2021 JOB DESCRIPTION: New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total *** CONTACTS *** OWNER (720)907-1469 SUB (303)653-6006 SUB (720)402-1025 SUB (303)337-4237 SUB (720)422-3167 SUB (303)505-1180 HIRSCHBERG, PETER TY MUMFORD MARCIN GEBALA SETH A. SVATOS RICHARD COLLINS ENRIQUE REYES 190069 DAWN DEVELOPMENT 190105 RELIANT MECHANICAL 130033 ACCESS & DESIGN ELECTRIC 100264 UNITED PLUMBING SERVICES CO. 202165 KINGS PLUMBING 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: 251,428.93 FEES Total Valuation 0.00 Plan Review Fee 1,373.09 Use Tax 5,280.01 Permit Fee 2,112.45 Engin. Review Fee 150.00 ** TOTAL ** 8,915.55 *** 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 inspection and prior to the first framing inspection, 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. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Site fencing will require separate permits. 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. r� PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Single Family - New PERMIT - 201900585 201900585 2648 Ames St New single family 2,271 sq ft total ISSUED: 04/29/2019 EXPIRES: 03/08/2021 home - 3 bedroom, 3 bath with 2 car attached garage - I, by my signature, do hereby attest that thew 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 al[ entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The 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, Th -'s ance or%�� rmit shall not be construed to be a permit for, or an approval of, any violation of any provision of any a li le ode e or regulationof 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 R"dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(d)ci.wheatrid eg co.us or fax to 303-237-8929. Party requesting permit extension: Peter Hirschberg I Owner Permit # 201900585 Phone # (508) 237-5770 Property Address: 2648 Ames St Edgewater, CO 80214 Email Address: peter@dawndevelopment.com Reason for extension request: Delayed construction start due to pandemic, estimated completion Feb 2021. Current permit expires 11/1/20 Number of days requested: 120 days (or 3/1/21) Printed Name: Peter Hirschberg Signatureld& Date: 9/8/20 For office use only This request has been: XApproved ❑ Denied Extended until: 3/8/2021 Approved by: Date: 9/08/2020 www.ci.wheatridge.co.us City of Wheat Ridge Residential Remodel PERMIT - 202000347 PERMIT NO: 202000347 ISSUED: 03/19/2020 JOB ADDRESS: 3365 Ward Rd EXPIRES: 03/19/2021 JOB DESCRIPTION: Residential demo and remodel of kitchen and bathroom including electrical, plumbing and mechanical. Square feet: 2,509 **REVISION: Electrical service change - 200 amps; No added valuation **REVISION 2: Construct retaining wall - 30 LF; Added valuation: $2,000.00 *** CONTACTS *** OWNER (720)837-4187 MODERN INDUSTRIES GC (303)981-2568 BRYAN BUSHAW 202029 SEXTANT DESIGNS INC SUB (303)424-2240 Jesse Waymire 060186 Citywide Heating SUB (303)522-3872 LUIS MORGAN 110057 PROLINE PLUMBING LLC SUB (720)272-1288 DIEGO TELLEZ 120187 L&D ELECTRIC LLC SUB (303)884-2049 BERNARDIO RODRIQUEZ 110025 EFERSHAN ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / 15 *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 47,000.00 FEES Total Valuation 0.00 Plan Review Fee 451.78 Use Tax 987.00 Permit Fee 695.05 ** TOTAL ** 2,133.83 *** 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. City of Wheat Ridge Residential Remodel PERMIT - 202000347 PERMIT NO: 202000347 ISSUED: 03/19/2020 JOB ADDRESS: 3365 Ward Rd EXPIRES: 03/19/2021 JOB DESCRIPTION: Residential demo and remodel of kitchen and bathroom including electrical, plumbing and mechanical. Square feet: 2,509 **REVISION: Electrical service change - 200 amps; No added valuation **REVISION 2: Construct retaining wall - 30 LF; Added valuation: $2,000.00 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 partaes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and 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 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 gr nting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code ory 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. C�ty o1 Wheot Ridyc C��23373 AMUUNT N"SP 3365 Ward Rd 79.95 �PPL/PEKH{T NO/ 202O00347 PAYMEhT K[CEIV,U AMOU�T �P / >O06 79.Y5 Ai'7� CUDE: 81153367 T!'r4i 7y.95 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: _� �� +firy, E ' s Permit Number: 1 0 I) C-) --� SSE n r i LSI 4Z (/j #' ; . `I ❑ No one available for inspection: Time AM/PM Re -Inspection required: Ye No When corrections have been made, schedule for re -inspection online at: h ttp✓/www, ci. wheatridge. co. usdnspection Date: d, Inspector: DO NOT REMOVE THIS NOTICE � i, # 4 City of Wheat Ridge Single Family - New PERMIT - 201900585 PERMIT NO: 201900585 ISSUED: 04/29/2019 JOB ADDRESS: 2648 Ames St EXPIRES: 11/01/2020 JOB DESCRIPTION: New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total *** CONTACTS *** OWNER (720)907-1469 HIRSCHBERG, PETER SUB (303)653-6006 TY MUMFORD 190069 DAWN DEVELOPMENT SUB (720)402-1025 MARCIN GEBALA 190105 RELIANT MECHANICAL SUB (303)337-4237 SETH A. SVATOS 130033 ACCESS & DESIGN ELECTRIC SUB (720)422-3167 RICHARD COLLINS 100264 UNITED PLUMBING SERVICES CO. SUB (303)505-1180 ENRIQUE REYES 202165 KINGS PLUMBING 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: 251,428.93 FEES Total Valuation 0.00 Plan Review Fee 1,373.09 Use Tax 5,280.01 Permit Fee 2,112.45 Engin. Review Fee 150.00 ** TOTAL ** 8,915.55 *** 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 inspection and prior to the first framing inspection, 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. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Site fencing will require separate permits. 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. City of Wheat Ridge Single Family - New PERMIT - 201900585 PERMIT NO: 201900585 ISSUED: 04/29/2019 JOB ADDRESS: 2648 Ames St EXPIRES: 11/01/2020 JOB DESCRIPTION: New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyin�ap provedplans and specifications, applicableulding codesand all appicablemunicipalcodes, policiesand proceduresand that I am e legal ownerorhave been authorized bythe legal owner of the property and am authorized to obtain this permit and perform the work descbed and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 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 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. T suance or gr ng of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any abl code o y 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 iWheatI�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2648 Ames St Permit #: 201900585 General Contractor: Dawn Development I Wheat Ridge License #190069 Electrical Sub -Contractor Company Name: Access & Design Electric, LLC Phone #: Seth Svatos (303) 901-9373 State License #: 7864 Wheat Ridge License #: 130033 Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Kings Plumbing 0004119 Wheat Ridge License #: 202165 iFhrl�ue Heyes Signature of Authorized Agent Mechanical Contractor Reliant mechanical Company Name: Master #: 30123 (required field) 07/21/2020 Date Phone #: 7208262961 Master #• 00189203 _(required field) 07/27/2020 Date Phone: Marcin Gebala (720) 402-1025 Wheat Ridge License #: 190105 (required field) 08/13/2020 Signature of Authorized Agent Date Doc ID: City of Wh6atps idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2648 Ames St Permit #: 201900585 General Contractor: Dawn Development I Wheat Ridge License #190069 Plumbing Sub -Contractor 'WATER & SEWER CONNECTIONS` Mendoza Sewer & Water Services, Inc Company Name: Phone #: Rafael Mendoza (303) 910-5172 NA State License #: Wheat Ridge License #: 000606 9_:� Signature of Authorized Agent NA Master #• (required field) 07/22/2020 Date Doc ID: 0��ffiI�B� i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Q� a LlNo one available for inspection: Time f .a AM/PM Re -Inspection required: Yes NVo When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.us inspection Date.-, Inspector: DO NOT REMOVE THIS NOTICE e e_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:��- Permit Number: co n0f iv s n5 ;? r 0- Gl'z� r�� r✓ �i/I� '�1 ❑ No one available for inspection: Time 0 1' AM/PM Re -Inspection required: V)§ No When corrections have been made, schedule for re -inspection online at: http✓/www. cL wheatridge, co, usrnspection Date: I. 2�, 2°_` Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t> kb Q- 1� I -J �1 Job Address: -2, kx>4 _-_6 Permit Number: j0 \r1 Qi 0 '5 ❑ No one available for inspection: Time ' ` ` AM/PM Re -Inspection required: Yes =No' When corrections have been made, schedule for re -inspection online at: hffpYlwww.ci. wheatridge.co. usrnspection Date: �� ;?� dO 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: C� S Permit Number: r�) C) 0D ; S 5p Q a r t � i r ❑ No one available for inspection: Time AM/PM Re -Inspection required: ,Yes No When corrections have been made, schedule for re -inspection online at: httpYlwww.ci. wheatridge.co.usrnspection Dater (9 t. Inspector:: DO NOT REMOVE THIS NOTICE 2648 ames st 201900585 v City of Wheat P-jdgc COMMUNITY DEVEI.OPMENT FOR OFFICE. USE ONLY Approved by. brandon fresquez 7/27/2020 Inspector Date City of Wheat Ridge Municipal Building 7500 W. 291 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: 7-16-2020 PERMIT# 201900585 ADDRESS: 2648 Ames St. Edgewater, CO 80214 LOTS,,_, BLOCK Whitchurch 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' REAR: 5' SIDE: 5' SIDE: 5' If in the floodplain, the MINIMUM ELEVATION is determined to be: 5378.4 (NAVD88). The above measurements have been determined on the following location: (Check only one): X Top of proposed foundation prior to placement of concrete T.Pp of foundation subsequent to placement of concrete The setback and *l tion me urementjqcations are identified on the attache ibit �p,00 LIC oFNsF A,...... . Signed • .•� Print Jeffrey J. Ma Kenna (atj u -16-202.0 ,iProfessional Surveyor ,� www.ci.wheatridge.co.us Rev 11118 2648 ames A 201900585 EXHIBIT a' n'wa`m 12aW,I NOTICE TO SURVEYOR: 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. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. Rev 11/18 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 0 0 S Ll 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: hffpzlAvww. 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: {' k W (�) t Job Address: J � ter l5 Permit Number: C-) kc) ( _., U(-) `-A' - Y ❑ No one available for inspection: Time AM/PM Re -Inspection required: *0 No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co.uslinspection Date: ./ 0 ) 111 Inspector:: DO NOT REMOVE THIS NOTICE I* � A i CITY OF WHEAT RIDGE �9�Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: L)No one available for inspection: Time ` }� U AM/PM Re -Inspection required: No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge.co. uslinspection Dater . I Inspector: DO NOT REMOVE THIS NOTICE Architecture Materials Testing Structural (RMG) Forensic Geotechnical Civil/Planning ROCKY MOUNTAIN GROUP EMPLOYEE OWNED Job No. 177493 July 2, 2020 Peter Hirschberg 2795 N Speer Blvd #435 Denver, CO 80211 Re: Open Excavation Observation — Main House 2648 Ames St Edgewater, Colorado Dear Client, Personnel from RMG — Rocky Mountain Group observed the soil exposed in the foundation excavation for the main house at the above address on June 26, 2020 and June 29, 2020 to compare its condition to that which was anticipated in the original report. The observed soils in the excavation were consistent with the conditions identified in the original soils report. Maximum allowable bearing strength shall not be taken as greater than 2,000 pounds per square foot for foundation components placed on a minimum of 2 feet of properly placed and compacted structural fill. An exterior foundation drain is required around all below -grade habitable space, including the crawlspace and walk -out portions (if any) of the foundation. The drain for the garage frost wall is at the builder's option. No deviations from the provided drain detail will be approved by this office. Concrete may not be placed on frozen ground, mud, snow or ice. Follow all provisions of the original soil report and engineered foundation design. No other observations or aspects of the construction are covered under this document. It is the responsibility of the builder to insure that any prerequisite inspections or observations have been completed prior to the issuance of this document. Should you have any questions, please call. Cordially, RMG — Rocky Mountain Group��; •�V� M- Fc •tib 7/2/20 0047094 Matthew M. Eckhart, P.E. Geotechnical Project Engineer Observed by: LWS Southern Office: Central Office: Northern Office: Fort Collins: 970.616.4364 Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 Monument: 719.488.2145 719.548.0600 303.688.9475 970.330.1071 Woodland Park: 719.687.6077 www.rmgengineers.com CLIENT: Peter Hirschberg PROJECT: 2648 Ames St 150 145 140 135 130 ILL 0 0-125 U) Z 120 w 0 im 110 105 100 95 90 851 1 1 1 1 1 1 1 1 1 1 1 1 II 0 5 10 DESIGNATION ASTM D -698A MAX. DRY DENSITY 118.8 pcf OPTIMUM MOISTURE 13.4 % FRACTION USED No. 4 MOLD VOLUME 0.0333 cu.ft. SAMPLE NUMBER: PR -1 UNIFIED SOIL CLASSIFICATION: SC -SM SOIL DESCRIPTION: Silty, Clayey SAND SAMPLE DESCRIPTION: LIQUID LIMIT: 22 PLASTICITY INDEX: 7 SIEVE SIZE % PASSING 3" ROCKY MOUNTAIN GROUP 1 1/2" 1" 3/4" ARCHITECTS 1/2" Architectural 3/8" #4 100.0 #10 99.9 #20 99.4 #40 93.9 #100 54.9 #200 31.1 15 20 25 30 35 MOISTURE - PERCENT NOTE: ZERO AIR VOIDS CURVES PLOTTED FOR: Gs = 2.60 Gs = 2.65 Gs = 2.70 Gs = 2.75 Gs = 2.80 85 2.05 Gs = 2.90 MOISTURE -DENSITY RELATION CURVE JOB No. 177493 FIGURE No. 1 DATE Jul/02/2020 ROCKY MOUNTAIN GROUP ARCHITECTS Architectural Geotechnical Structural Materials Tasting Forensics ENGINEERS Civil, Planning Coloretlo Springs (Comoreta Office) 2910 Austin Bluffs Parkway Colorado Spings, CO 80918 (719) 548-0600 SOUTHERN COLORADO. DENVER METRO. NORTHERN COLORADO MOISTURE -DENSITY RELATION CURVE JOB No. 177493 FIGURE No. 1 DATE Jul/02/2020 =80 c7 uJ 70 c060 (D Z U) 50 Q a �-- 40 z Lu of 30 Lu a ►IX 10 0 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER 3 1.5 1 3/4 1/23/8 4 10 20 40 100 200 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLESGRAVEL ROCKY MOUNTAIN GROUP SAND SILT OR CLAY coarse fine I coarse I medium fine Test Boring Depth (ft) Classification LL PL PI • PR -1 0.0 SILTY, CLAYEY SAND(SC-SM) 22 15 7 Test Boring Depth (ft) %Gravel %Sand %Silt%Clay • PR -1 0.0 0.0 68.9 31.1 JOB No. 177493 SOIL CLASSIFICATIONI FIGURE No. 2 DATA DATE Jul/02/2020 ROCKY MOUNTAIN GROUP ARCHITECTS Architearural Structural G1-IRClnlPd Materials Tasting Forensics ENGINEERS Civil, Planning Coloretlo CO— (Com`` O"A 2910 Austin Bluffs Parkway Colorado Spings, CO 80918 (719) 548-0600 SOUTHERN COLORADO. DENVER METRO. NORTHERN COLORADO JOB No. 177493 SOIL CLASSIFICATIONI FIGURE No. 2 DATA DATE Jul/02/2020 ARCHITECTS FIELD DENSITY REPORT Report Date: June 30, 2020 ENGINEERS Client: Peter Hirschberg Job No.: 177493 2795 N Speer Blvd Project: 2648 Ames St #435 Denver, CO 80211 Lot 15, Key OOA, Section 25, Township 3, Range 69, Parcel ID: 39-254-31-002 Edgewater, Colorado Moisture -Density Test Information Laboratory Test Data Project Specifications — Exterior Backfill IB — Interior Backfill Maximum Maximum Optimum CU /� CU V Q- Test Method Dry Density Water Content o Technician(s): Nick R. V] Location (pcf) Content (%) o Range (/o) E Classification and Description 10.4 1 92 95 1 SC ASTM D-698 118.8 13.4 -3 3 Field Test Results Description: Tests 1-3 mid lifts; EB — Exterior Backfill IB — Interior Backfill Date(s) Tested: June 30, 2020o � V] CU /� wQ V Q- LUQ CU CL aU�aU o Ca !ZL, I� Ca a H Technician(s): Nick R. V] Location 1 2ft S and 15ft E of NW corner ST 2 E 108.7 10.4 1 92 95 Y 2 8ft N and 6ft W of SE corner ST 2 E 111.2 10.4 1 94 95 Y 3 8ft N and 28ft E of SW corner ST 2 E 103.5 10.5 1 95 95 Y 4 l Oft W and 6ft S of NE corner ST 2 E 113.2 10.8 1 95 95 Y 5 15ft W and 8ft S of NE corner ST 1 E 115.4 12.4 1 97 95 Y 6 20ft N and 16ft E of SW corner ST 2 E 114.3 11.5 1 96 95 Y 7 20ft N and 16ft E of SW corner ST 1 E 112.7 10.9 1 95 95 Y 8 6ft S and 30ft E of NW corner ST 2 E 118.4 11.7 1 100 95 Y 9 l Oft S and 16ft E of NW corner ST 1 E 117.9 11.5 1 99 95 Y (1) Test Type Key UT — Utility Trench Backfill EB — Exterior Backfill IB — Interior Backfill ST — Structural Fill SO— Subgrade BC — Base Course (') Elevation Datum Kev A — Existing Ground Surface B — Top Back of Curb C — Pavement/Slab Elevation D — Top of Pipe E — Foundation/Footing Grade F — Finished Grade Surface Matthew M 6�,p,DO •••••'Mj •••• SF 7/2/20 J � 0047094 X FSS�ONA` E�G\�� These tests were conducted on a periodic, "on-call' basis, meaning that a limited portion of the fill operation was observed and tested by RMO. The test results may not be representative of all fill placed. In all cases, contractors shall retain the responsibility for the quality of their work, for adhering to plans and specifications, and for repairing defects regardless of when they are discovered. Southern Office: Central Office: Northern Office: Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 719.548.0600 303.688.9475 970.330.1071 www.rmgengincers.com Fort Collins: 970.616.4364 Monument: 719.488.2145 Woodland Park: 719.687.6077 Architecture Materials Testing Structural (RMG) Forensic Geotechnical Civil/Planning ROCKY MOUNTAIN GROUP EMPLOYEE OWNED Job No. 177493 July 7, 2020 Peter Hirschberg 2795 N Speer Blvd #435 Denver, CO 80211 Re: Footing Observation 2648 Ames St Lot 15, Key OOA, Section 25, Township 3, Range 69, Parcel ID: 39-254-31-002 Edgewater, Colorado Dear Client, As requested, personnel of RMG — Rocky Mountain Group observed the footing for the foundation wall on July 7, 2020 to determine conformance with the approved foundation plans by Design Practice Inc. Project Number 201900585 dated 4/2/2019. All footings observed were found to be installed in general conformance with the approved project plans. Concrete may not be placed on frozen ground, mud, snow or ice. Follow all provisions of the original soil report and engineered foundation plans. No other observations or aspects of the construction are covered under this document. It is the responsibility of the builder to insure that any prerequisite observations have been completed prior to the issuance of this document. Should you have any questions, please call. Cordially, RMG — Rocky Mountain Group v; "`V "" tc 7/7/20 0047094 Matthew M. Eckhart, P.E. Geotechnical Project Engineer Observed by: Nick Risedorf Southern Office: Central Office: Northern Office: Fort Collins: 970.616.4364 Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 Monument: 719.488.2145 719.548.0600 303.688.9475 970.330.1071 Woodland Park: 719.687.6077 www.rmgengineers.com Architecture Materials Testing Structural (RMG) Forensic Geotechnical Civil/Planning ROCKY MOUNTAIN GROUP EMPLOYEE OWNED Job No. 177493 July 7, 2020 Peter Hirschberg 2795 N Speer Blvd #435 Denver, CO 80211 Re: Footing Observation 2648 Ames St Lot 15, Key OOA, Section 25, Township 3, Range 69, Parcel ID: 39-254-31-002 Edgewater, Colorado Dear Client, As requested, personnel of RMG — Rocky Mountain Group observed the footing for the foundation wall on July 7, 2020 to determine conformance with the approved foundation plans by Design Practice Inc. Project Number 201900585 dated 4/2/2019. All footings observed were found to be installed in general conformance with the approved project plans. Concrete may not be placed on frozen ground, mud, snow or ice. Follow all provisions of the original soil report and engineered foundation plans. No other observations or aspects of the construction are covered under this document. It is the responsibility of the builder to insure that any prerequisite observations have been completed prior to the issuance of this document. Should you have any questions, please call. Cordially, RMG — Rocky Mountain Group v; "`V "" tc 7/7/20 0047094 Matthew M. Eckhart, P.E. Geotechnical Project Engineer Observed by: Nick Risedorf Southern Office: Central Office: Northern Office: Fort Collins: 970.616.4364 Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 Monument: 719.488.2145 719.548.0600 303.688.9475 970.330.1071 Woodland Park: 719.687.6077 www.rmgengineers.com Architecture Materials Testing Structural (RMG) Forensic Geotechnical Civil/Planning ROCKY MOUNTAIN GROUP EMPLOYEE OWNED Job No. 177493 July 2, 2020 Peter Hirschberg 2795 N Speer Blvd #435 Denver, CO 80211 Re: Open Excavation Observation — Main House 2648 Ames St Edgewater, Colorado Dear Client, Personnel from RMG — Rocky Mountain Group observed the soil exposed in the foundation excavation for the main house at the above address on June 26, 2020 and June 29, 2020 to compare its condition to that which was anticipated in the original report. The observed soils in the excavation were consistent with the conditions identified in the original soils report. Maximum allowable bearing strength shall not be taken as greater than 2,000 pounds per square foot for foundation components placed on a minimum of 2 feet of properly placed and compacted structural fill. An exterior foundation drain is required around all below -grade habitable space, including the crawlspace and walk -out portions (if any) of the foundation. The drain for the garage frost wall is at the builder's option. No deviations from the provided drain detail will be approved by this office. Concrete may not be placed on frozen ground, mud, snow or ice. Follow all provisions of the original soil report and engineered foundation design. No other observations or aspects of the construction are covered under this document. It is the responsibility of the builder to insure that any prerequisite inspections or observations have been completed prior to the issuance of this document. Should you have any questions, please call. Cordially, RMG — Rocky Mountain Group��; •�V� M- Fc •tib 7/2/20 0047094 Matthew M. Eckhart, P.E. Geotechnical Project Engineer Observed by: LWS Southern Office: Central Office: Northern Office: Fort Collins: 970.616.4364 Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 Monument: 719.488.2145 719.548.0600 303.688.9475 970.330.1071 Woodland Park: 719.687.6077 www.rmgengineers.com CLIENT: Peter Hirschberg PROJECT: 2648 Ames St 150 145 140 135 130 ILL 0 0-125 U) Z 120 w 0 im 110 105 100 95 90 851 1 1 1 1 1 1 1 1 1 1 1 1 II 0 5 10 DESIGNATION ASTM D -698A MAX. DRY DENSITY 118.8 pcf OPTIMUM MOISTURE 13.4 % FRACTION USED No. 4 MOLD VOLUME 0.0333 cu.ft. SAMPLE NUMBER: PR -1 UNIFIED SOIL CLASSIFICATION: SC -SM SOIL DESCRIPTION: Silty, Clayey SAND SAMPLE DESCRIPTION: LIQUID LIMIT: 22 PLASTICITY INDEX: 7 SIEVE SIZE % PASSING 3" ROCKY MOUNTAIN GROUP 1 1/2" 1" 3/4" ARCHITECTS 1/2" Architectural 3/8" #4 100.0 #10 99.9 #20 99.4 #40 93.9 #100 54.9 #200 31.1 15 20 25 30 35 MOISTURE - PERCENT NOTE: ZERO AIR VOIDS CURVES PLOTTED FOR: Gs = 2.60 Gs = 2.65 Gs = 2.70 Gs = 2.75 Gs = 2.80 85 2.05 Gs = 2.90 MOISTURE -DENSITY RELATION CURVE JOB No. 177493 FIGURE No. 1 DATE Jul/02/2020 ROCKY MOUNTAIN GROUP ARCHITECTS Architectural Geotechnical Structural Materials Tasting Forensics ENGINEERS Civil, Planning Coloretlo Springs (Comoreta Office) 2910 Austin Bluffs Parkway Colorado Spings, CO 80918 (719) 548-0600 SOUTHERN COLORADO. DENVER METRO. NORTHERN COLORADO MOISTURE -DENSITY RELATION CURVE JOB No. 177493 FIGURE No. 1 DATE Jul/02/2020 =80 c7 uJ 70 c060 (D Z U) 50 Q a �-- 40 z Lu of 30 Lu a ►IX 10 0 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER 3 1.5 1 3/4 1/23/8 4 10 20 40 100 200 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLESGRAVEL ROCKY MOUNTAIN GROUP SAND SILT OR CLAY coarse fine I coarse I medium fine Test Boring Depth (ft) Classification LL PL PI • PR -1 0.0 SILTY, CLAYEY SAND(SC-SM) 22 15 7 Test Boring Depth (ft) %Gravel %Sand %Silt%Clay • PR -1 0.0 0.0 68.9 31.1 JOB No. 177493 SOIL CLASSIFICATIONI FIGURE No. 2 DATA DATE Jul/02/2020 ROCKY MOUNTAIN GROUP ARCHITECTS Architearural Structural G1-IRClnlPd Materials Tasting Forensics ENGINEERS Civil, Planning Coloretlo CO— (Com`` O"A 2910 Austin Bluffs Parkway Colorado Spings, CO 80918 (719) 548-0600 SOUTHERN COLORADO. DENVER METRO. NORTHERN COLORADO JOB No. 177493 SOIL CLASSIFICATIONI FIGURE No. 2 DATA DATE Jul/02/2020 ARCHITECTS FIELD DENSITY REPORT Report Date: June 30, 2020 ENGINEERS Client: Peter Hirschberg Job No.: 177493 2795 N Speer Blvd Project: 2648 Ames St #435 Denver, CO 80211 Lot 15, Key OOA, Section 25, Township 3, Range 69, Parcel ID: 39-254-31-002 Edgewater, Colorado Moisture -Density Test Information Laboratory Test Data Project Specifications — Exterior Backfill IB — Interior Backfill Maximum Maximum Optimum CU /� CU V Q- Test Method Dry Density Water Content o Technician(s): Nick R. V] Location (pcf) Content (%) o Range (/o) E Classification and Description 10.4 1 92 95 1 SC ASTM D-698 118.8 13.4 -3 3 Field Test Results Description: Tests 1-3 mid lifts; EB — Exterior Backfill IB — Interior Backfill Date(s) Tested: June 30, 2020o � V] CU /� wQ V Q- LUQ CU CL aU�aU o Ca !ZL, I� Ca a H Technician(s): Nick R. V] Location 1 2ft S and 15ft E of NW corner ST 2 E 108.7 10.4 1 92 95 Y 2 8ft N and 6ft W of SE corner ST 2 E 111.2 10.4 1 94 95 Y 3 8ft N and 28ft E of SW corner ST 2 E 103.5 10.5 1 95 95 Y 4 l Oft W and 6ft S of NE corner ST 2 E 113.2 10.8 1 95 95 Y 5 15ft W and 8ft S of NE corner ST 1 E 115.4 12.4 1 97 95 Y 6 20ft N and 16ft E of SW corner ST 2 E 114.3 11.5 1 96 95 Y 7 20ft N and 16ft E of SW corner ST 1 E 112.7 10.9 1 95 95 Y 8 6ft S and 30ft E of NW corner ST 2 E 118.4 11.7 1 100 95 Y 9 l Oft S and 16ft E of NW corner ST 1 E 117.9 11.5 1 99 95 Y (1) Test Type Key UT — Utility Trench Backfill EB — Exterior Backfill IB — Interior Backfill ST — Structural Fill SO— Subgrade BC — Base Course (') Elevation Datum Kev A — Existing Ground Surface B — Top Back of Curb C — Pavement/Slab Elevation D — Top of Pipe E — Foundation/Footing Grade F — Finished Grade Surface Matthew M 6�,p,DO •••••'Mj •••• SF 7/2/20 J � 0047094 X FSS�ONA` E�G\�� These tests were conducted on a periodic, "on-call' basis, meaning that a limited portion of the fill operation was observed and tested by RMO. The test results may not be representative of all fill placed. In all cases, contractors shall retain the responsibility for the quality of their work, for adhering to plans and specifications, and for repairing defects regardless of when they are discovered. Southern Office: Central Office: Northern Office: Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 719.548.0600 303.688.9475 970.330.1071 www.rmgengincers.com Fort Collins: 970.616.4364 Monument: 719.488.2145 Woodland Park: 719.687.6077 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Single Family - New PERMIT - 201900585 201900585 ISSUED: 04/29/2019 2648 Ames St EXPIRES: 11/01/2020 New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total *** CONTACTS *** OWNER (720)907-1469 HIRSCHBERG, PETER SUB (303)653-6006 TY MUMFORD SUB (720)402-1025 MARCIN GEBALA SUB (303)337-4237 SETH A. SVATOS SUB (720)422-3167 RICHARD COLLINS 190069 DAWN DEVELOPMENT 190105 RELIANT MECHANICAL 130033 ACCESS & DESIGN ELECTRIC 100264 UNITED PLUMBING SERVICES CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 251,428.93 FEES Total Valuation 0.00 Plan Review Fee 1,373.09 Use Tax 5,280.01 Permit Fee 2,112.45 Engin. Review Fee 150.00 ** TOTAL ** 8,915.55 *** 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 inspection and prior to the first framing inspection, 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. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Site fencing will require separate permits. Prior to issuance of a CO, 1 tree shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (100%) of the front yard shall be landscaped. 1*� 1 4 City of Wheat Ridge Single Family - New PERMIT - 201900585 PERMIT NO: 201900585 ISSUED: 04/29/2019 JOB ADDRESS: 2648 Ames St EXPIRES: 11/01/2020 JOB DESCRIPTION: New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total 'b y 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. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made e 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 and4shanot proceed or conceal work without written approval of such work from the Building and Inspection Services Div n. 6. T i ane orng of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any a cabl ode ance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Gty (A W heat idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at perTnits(&ci.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: Permit # 201900585 Phone # (508) 237-5770 Peter Hirschberg I Owner Property Address: Email Address 2648 Ames St I Edgewater, CO 80214 hirschbergpeter@icloud.com Reason for extension request: Construction loan was scheduled to close 4/10/20 - pandemic uncertainty changed things quickly. Nevertheless, I hope to proceed with construction within the next couple months. I greatly appreciate your understanding and consideration for a permit extension - especially with these crazy times in mind! Number of days requested: 180 Printed Name: Peter Hirschberg For office use only This request has been: Approved by: Signature: r' �"'"�`� Date: 5/1/20 ❑ Denied Extended until: ( 2,020 Date: l y 1 �� www.ci.wheatridge.co.us i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I 1-7— -r � Job Address: 44 � A"�c Permit Number: e,2 q ❑ No one available for inspection: Tim -AM/PM Re -Inspection required: Yes ( No When corrections have been made, call for `e-inspggtion at 303-234-5933 Dat Inspector• t: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Single Family - New PERMIT - 201900585 PERMIT NO: 201900585 ISSUED: 04/29/2019 JOB ADDRESS: 2648 Ames St EXPIRES: 04/28/2020 JOB DESCRIPTION: New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total *** CONTACTS *** OWNER (720)907-1469 HIRSCHBERG, PETER SUB (303)653-6006 TY MUMFORD 190069 DAWN DEVELOPMENT SUB (720)402-1025 MARCIN GEBALA 190105 RELIANT MECHANICAL SUB (303)337-4237 SETH A. SVATOS 130033 ACCESS & DESIGN ELECTRIC SUB (720)422-3167 RICHARD COLLINS 100264 UNITED PLUMBING SERVICES CO. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 251,428.93 FEES Total Valuation 0.00 Plan Review Fee 1,373.09 Use Tax 5,280.01 Permit Fee 2,112.45 Engin. Review Fee 150.00 ** TOTAL ** 8,915.55 *** 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 inspection and prior to the first framing inspection, 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. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Site fencing will require separate permits. 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. 4 City of Wheat Ridge Single Family - New PERMIT - 201900585 PERMIT N0: 201900585 ISSUED: 04/29/2019 JOB ADDRESS: 2648 Ames St EXPIRES: 04/28/2020 JOB DESCRIPTION: New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total I, b' n signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of, or CONTRA00R (Circle one) Date 1. This permit was issued based on the inYormation 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. Thispermit 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting 9f a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any � applicabde or any or nce or regulation of this jurisdiction. Approval of work is subject to field inspection. i, i.... __ Signature of Chief )wilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �W hcat j�dge cnmuNITy 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: Permits(aki.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # ) Plan Review Fee: 065 -95 - Building V5 -95 - Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 2648 Ames St Property Owner (please print): Peter Hirschberg Phone: 720-907-1469 Property Owner Email: peter@dawndevelopment.com Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: --'I 9-`1 S D`] r Q\.rte � 2�"S- v City, State, Zip:` Architect/Engineer: DESIGN PRACTICE INC - Paul Norquist Architect/Engineer E-mail: pnorquist@designpracticedenver.com Phone: Contractor Name: Dawn Development/Ty Mumford City of Wheat Ridge License #: #190069 Contractor E-mail Address: ty@dawndevelopment.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Paul Norquist 303-561-3000 Phone: 303-757-3296 CONTACT EMAIL(p/ease print): pnorquist@designpracticedenver.com Phone: 303-561-3000 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # 130033 W.R. City License # 100264 W.R. City License # Access & Design Electric, LLC United Plumbing Services Co. Reliant Heating & Air Conditioning Other City Licensed Sub: Other City Licensed Sub: Service, Inc. City License # City License # Complete all highlighted fields. [-]COMMERCIAL XD 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. \J ~ Sq. Ft./LF 2271 Finished BTUs Gallons Amps Squares For Solar: IMI # 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) C -.-w ,-W- 5% :�-k --3' -%' .1� , ® f s - so $ � 4.-1 n 4 tm I . _ = V -2 -a -S , y 1 IP . J. — OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last namDATE: Printed Name: Pte► �\ �o„� \ �� DEPARTMENT USE ONLY ZONING COMMMENTS: f)pperc.;Q.cL LL) j h -L CCMU tj `(„(-is a S nr f'`_d OCCUPANCY CLASSIFICATION: 12-3_ Reviewer: SS H IMP "I CONSTRUCTION TYPE: BUILDING DEPARTMENT COM ENTS: Reviewer: PUBLIC WORKS COMMENTS: ; r,pNpt?'jot-rJ or ApppovAL- Fop- !6r1r0L A71E)3 , f Reviewer: �/� n n 4-1///11 Q,JG, Building Division Valua Ion: L City of SINGLE FAAHL "UPLEX P -,'Wh6-atR09C BUILDING iGPEIIIPPLICs .47LONREV N' Date: _IL,Q/! • • i � r ! J ter- 'S ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: Yes b. Site drainage/grading plan have been reviewed and are: ZOK 2. Public Improvements required & to be completed with project: a. street paving/patching: _ Yes N b. curb & gutter: _ Yes N c. sidewalk Yes � No d. Other (specify): — Yes i No 3. - For items not constructed, the amount of funds taken in lieu of construction: No , refer to stipulations. ° Completed ° Completed Completed� 1 0 Completed Q,�"' Does all existing roadway/alley R.O.W. meet the standards of the City: -Z Yes If not, what is required? No If R.O.W. is required, has the deed been received: _ Yes — No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. APPROVED: The Public Works Department has reviewed the submitted material and hereb a this Permit Application, subject to the stated requirements and/or attached stipulations. y pproves Signature Dark Van Nattan Date 5. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date •Stipulations: ;tier, 'r ,- -. y► .ate,:. _. _. 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, S. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT POOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of Wheat R dge PUBLIC WORKS CONDITIONS OF APPROVAL Address: 2648 Ames Street — Hirschberg Residence Permit Number: 201900585 Approval of this building permit is subject to the following conditions and notes: 1) The maximum allowable slope is 4:1 (especially close to property boundaries) due to vegetation, stabilization (erosion control) and future maintenance concerns. 2) Features such as swales and flow patterns to follow historic drainage patterns. 4) Direct roof drain downspouts as shown to protect adjacent properties from stormwater runoff. 5) Public improvements, such as vertical curb, gutter and 5' wide sidewalk are required for this property per City Code of Ordinances, Section 26-417 E. Ld. -esklii e -M10FJ"K9E]E' to be se1•l:�t �•i3�it- Per meeting with applicant, City Field Supervisor and myself on Monday, April 29, applicant indicated he would like to construct the public improvements along the Ames street frontage. The City is in agreement with this plan. Therefore, applicant will proceed to install new 5' wide attached sidewalk, new 2'-6" vertical curb and glitter and a new 10'w min. — 24' w max. CDOT Type 3 concrete drive cut (detail provided) in a manner compatible with current City of Wheat Ridge standards. Flowline grades will be matched at the north and south ends of the existing adjacent, mountable curb, gutter and sidewalk. Care shall be taken when constructing close to neighboring properties. Previous Fees in Lieu shall be waived. MVN 4/29/19 6) A ROW Construction Permit is required prior to the commencement of any work in public ROW. Contact Public Works at 303-235-2861. Utility relocations to be coordinated with appropriate franchised utility company. MVN 4/10/19 MVN 4/29/19 I:\Building Permit Review\2019\2648 Ames St-Hirschberg\CONDITIONS OF APPROVAL ILdocx 4, c`Clty Of , � h6at SINGLE I't�lVlllr i/jJVL �gil� t1 g t 1 C WORKS ""gBBUILDING PERMIT APPLICATTI®N1EMEW Date: _11P�z/L Location: ATTENTION: BUILDING DIVISION I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. ^ �� 1. Drainage: a. Drainage Letter & Plan required: Yes b. Site dramage/grading plan have been reviewed and are. ZOK 2. v1 Public Improvements required & to be completed with project: a. street paving/patching: —Yes N b. curb &gutter: —Yes --4/— N c. sidewalk:_Yes No d. Other (specify): — Yes — No 3. --/ For items not constructed, the amount of funds taken in lieu of construction: No refer to stipulations. ° — Completed ° Completed Completed Completed Loes an existing roadway/alley R.O.W. meet the standards of the City: � yes If not, what is required? No If R.O.W. is required, has the deed been received: y� — — No (see Note below) Of Occupancy. NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate 4. AEP QVED: The Public Works Department has reviewed the submitted material and h this Permit Application, subject to the stated r uirements and/or attached stipulations. ereby approves � pulations. Se Mark Van Nattan Date 5. NOT APPROVED. The Public Works Department has reviewed the submitted material and does not Approve this Permit Application for the stated reason(s): Signature Mark Van Nattan Date 6. AL Stipulations: 1fil 141,01A4 f7p- AlAr,,r ; r 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 SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2016 City of, Wh6atpsjide COMMUN[TY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2648 Ames St Permit #: General Contractor: Dawn Development I Wheat Ridge License #190069 I Electrical Sub -Contractor Company Name: Access & Design Electric, LLC Phone #• Seth Svatos (303) 901-9373 State License #: Master #: Wheat Ridge License #: 130033 (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor I Company Name: United Plumbing Services Cc Phone #: Jon Swenson (303) 513-8833 State License #: �"� � _ Master #: j'n�, OOI,�O�k:5 Wheat Ridge License_ 40'0264 � _(required field) 1:1 rN Signa u c of Authorized Agent Date I Mechanical Contractor Reliant Heating & Air March Gebala (720) 402-1025 Company Name: Conditioning Service, Inc Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date _vii/ED y City of Wh6at Rjioddge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 2648 Ames St Permit #: General Contractor: Dawn Development I Wheat Ridge License #190069 I Electrical Sub -Contractor I Company Name: Access & Design Electric, LLC Phone #: Seth Svatos (303) 901-9373 State License #: 7�(PLA Master #: Wheat /Ridge License #: 130033 Signature of Authorized Agent Plumbing Sub -Contractor 3,o123 (re(lnired bold) Li /Z(o /2u(cl Date Company Name: United Plumbing Services Co Phone #: Jon Swenson (303) 513-8833 State License #: Master #: Wheat Ridge License #: 100264 -(required field) Signature of Authorized Agent Date I Mechanical Contractor I Reliant Heating & Air Marcin Gebala (720) 402-1025 Company Name: Conditioning Service, Inc Phone: Wheat Ridge License #: i required field) Signature of Authorized Agent Date City of WheatNide PUBLIC WORKS CONDITIONS OF APPROVAL Address: 2648 Ames Street — Hirschberg Residence Permit Number: 201900585 Approval of this building permit is subject to the following conditions and notes: 1) The maximum allowable slope is 4:1 (especially close to property boundaries) due to vegetation, stabilization (erosion control) and future maintenance concerns. 2) Features such as swales and flow patterns to follow historic drainage patterns. 4) Direct roof drain downspouts as shown to protect adjacent properties from stormwater runoff. 5) Public improvements, such as vertical curb, gutter and 5' wide sidewalk are required for this property per City Code of Ordinances, Section 26-417 E.1.d. As matching improvements do not exist on adjacent properties, the construction of these required improvements is judged to be impractical. The City, therefore, recommends the owner provide fees in lieu of construction. An estimate of costs is provided on the attached FEE CALCULATION WORKSHEET, to be collected PRIOR to the issuance of the Building Permit. 6) A ROW Construction Permit is required prior to the commencement of any work in public ROW. Contact Public Works at 303-235-2861. Utility relocations to be coordinated with appropriate franchised utility company. MVN 4/10/19 I:\Building Permit Review\2019\2648 Ames St-Hirschberg\CONDITIONS OF APPROVAL.docx FEE CALCULATION WORKSHEET Hirschberg Residence Date: • - 2648 Ames Street Item Description Quantity Unit Unit Cost Item Cost LF CURB, GUTTER AND SIDEWALK 1 Excavation & Embankment Earthwork - rough grade - 7.5' wide 0.83 SY $ 6.66 $ 5.55 Earthwork - fine grade - 7.5' wide 0.83 SY $ 4.33 $ 3.61 2 Reconditioning Reconditioning & proofrolling - 7.5'wide 0.83 SY $ 2.87 $ 2.39 3 Sidewalk Concrete sidewalk - 6" thick and 5' wide 0.56 SY $ 52.34 $ 29.08 4 Curb & Gutter Vertical curb & gutter 1 LF $ 25.00 $ 25.00 Total cost per linear foot $ 65.63 DRIVE CUT - CDOT Std. M-609-1, Type 3 - Assumed to be 14'w 5 Excavation & Embankment Earthwork - rough grade 27.78 SY $ 6.66 $ 184.94 Earthwork - fine grade 27.78 SY $ 4.33 $ 120.18 6 Reconditioning Reconditioning & proofrolling 27.78 SY $ 2.87 $ 79.77 7 Concrete Concrete pavement - 6" thick 27.78 SY $ 67.27 $ 1,868.72 Total cosi`-each $ 2,253.60 FRONTAGE LENGTH Length of Sidewalk 24.0 LF Length of Curb and Gutter 50.0 LF Total Frontage Length 50.0 LF Cost of sidewalk only $ Cost of curb and gutter $ Cost of Drive Cut $ Total Cost of curb, gutter and sidewalk and Drive Cut $ Note: The frontage length is taken from the Site Plan by Design Practive, Inc. 3/13/19. Fee Calculation 2648 Ames St - Hirschberg Residence.xlsx 882.63 1,442.58 2,253.60 4,578.81 City of lz=t e PUBLIC WORKS City of Wheat Ridge Municipal Building 7500 W. 29t1i Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 PUBLIC WORKS DEVELOPMENT REVIEW FEES Date: 11 4PS1L- 2/,9/e? Location of Construction: Purpose of Construction: z 1, rf Single Family Z Commercial Multi -Family Development Review Processing Fee :................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee:... .................................. $50.00 $ Commercial/Multi-Family Review Fees: ® Review of existing or minimal technical documents: ........................ $200.00 $ e Initial review' of technical civil engineering documents (Fee includes reviews of the 1 n and 2nd submittals) :.......................... $600.00 $ © Traffic Impact Study Review Fee: (Fee includes reviews of the 1" and 2nd submittals): ........................... $500.00 $ ® Trip Generation Study Review Fee: ............................................. .... $200.00 $ ® O & M Manual Review & SMA Recording Fee ................................ $100.00 $ 1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: 0 Resubmittal Fees: 3`d submittal (%i initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals: .............................. I ................ ................. $600.00-- (Full initial review fee) $ TOTAL REVIEW FEES (due at time of Building Permit issuance): $LaLJ�Q2_ 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. N55 N ,C�. 6i-h�tftd �C.fU. E1.j Rev 12/12 City of roor Wheat Rjde 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 Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File www. ci. w h ea tri dge. co. u s Rev 2/08 DRIVEWAY WING (TYP.) CONCRETE SIDEWALK L— A — /// �7� 2% K11, LLU 1 P CONCRETE PAVEMENT PAY AREA DRIVEWAY (BY OTHERS) TRANSITION SHOWN ON PLANS TRANSITION 4" 6" 4„ WING (TYP.) DRIVEWAY 6" 6.. CONCRETE SIDEWALK CONCRETE CONCRETE SIDEWALK SECTION A -A PAVEMENT DRIVEWAY TRANSITION SIDEWALK WIDTH SHOWN ON PLANS SHOWN ON PLANS 6' 6„ CURB & GUTTER VARIES_,_ 27 DRIVEWAY (BY OTHERS) SECTION B -B NOTES 1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES,AND OTHER OBSTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP ACCESS AREAS. 2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR CURB TYPE. 3. RAMP SLOPES SHALL BE 12:1 OR FLATTER CONCRETE CURB & GUTTER RAMP WITH 12H:1V SLOPE (TYP.) CURB & GUTTER TYPE 3 ISOMETRIC VIEW Computer File Information ®-X R -X R -X BID ITEM Colorado Department of Transportation 4201 East Arkansas Avenue _ �(�% Denver, Colorado 80222 ���_ Phone: (303) 757-9083 Fax: (303) 757-9820 Project Development Branch DD/LTA CURB GUTTERS > > AND SIDEWALKS STANDARD PLAN NO. DRIVEWAY WIDTH SHOWN ON PLANS 6' 6' M-609-1 Full Path:www.coloradodot.info/business/designsupport B Sheet No. 4 of 4 CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English Issued By: Project Development Branch on July 4, 2012 SLOPE VARIES LOPE VARIES AL zz zz SIDEWALK WIDTH 2% 2% I +I 12:1 +I —y SHOWN ON PLANS `ll 12:1 _ B CONCRETE AND GUTTI CONCRETE DRIVEWAY ENTRANCE TYPE 3 _ 6' i DRIVEWAY WIDTH _1 6' DRIVEWAY WING (TYP.) CONCRETE SIDEWALK L— A — /// �7� 2% K11, LLU 1 P CONCRETE PAVEMENT PAY AREA DRIVEWAY (BY OTHERS) TRANSITION SHOWN ON PLANS TRANSITION 4" 6" 4„ WING (TYP.) DRIVEWAY 6" 6.. CONCRETE SIDEWALK CONCRETE CONCRETE SIDEWALK SECTION A -A PAVEMENT DRIVEWAY TRANSITION SIDEWALK WIDTH SHOWN ON PLANS SHOWN ON PLANS 6' 6„ CURB & GUTTER VARIES_,_ 27 DRIVEWAY (BY OTHERS) SECTION B -B NOTES 1. DRAINAGE STRUCTURES, TRAFFIC SIGNAL EQUIPMENT, JUNCTION BOXES,AND OTHER OBSTRUCTIONS SHOULD NOT BE PLACED IN FRONT OF THE DRIVEWAY RAMP ACCESS AREAS. 2. FOR THE CURB AND GUTTER SHOWN, SEE PLANS FOR CURB TYPE. 3. RAMP SLOPES SHALL BE 12:1 OR FLATTER CONCRETE CURB & GUTTER RAMP WITH 12H:1V SLOPE (TYP.) CURB & GUTTER TYPE 3 ISOMETRIC VIEW Computer File Information ®-X R -X R -X Sheet Revisions Colorado Department of Transportation 4201 East Arkansas Avenue _ �(�% Denver, Colorado 80222 ���_ Phone: (303) 757-9083 Fax: (303) 757-9820 Project Development Branch DD/LTA CURB GUTTERS > > AND SIDEWALKS STANDARD PLAN NO. Creation Date: 07/04/12 Initials: DD Date: Comments Last Modification Date: 07/04/12 Initials: LTA M-609-1 Full Path:www.coloradodot.info/business/designsupport Drawing File Name: 6090104O4.dgn Sheet No. 4 of 4 CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English Issued By: Project Development Branch on July 4, 2012 City cit wheat 1 idgc Cln' OF WIIEAT RIDGE Bt ILDING AND INSPECTION SERVICES DIVISION R I V E D 7500 W 29th Ave Wheat Ridge. CO 80033-8001 P. 30-1.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review Per—/?--(-__� -._ (Water and Sanitation only) A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 3-11-19 Project Address: 2648 Ames St, Edgewater, CO 80214 Name of Firm/Individual submitting documents: Design Practice INC/Paul Norquist Project Type/Description: New 2 -Story Single Family residence with attached garage. Wood frame construction over structural slab foundation Signature of Firm Representative or Individual.- WRITE ndividual: WRITE [_i�i��.� indicate(ybe-Fow and do,,i my signature below, h and approval of the project indicated above. Aaencv represented: (Please check one) ,A Wheat Ridge Water District cConsolidated Mutual Water District Valley Water District c Denver Water - FOR AGENCY USE ONLY am a duly authorized representative of the agency nowledge receipt of documents necessary for review Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District c Other Agency Notes: (,L"ez `T �/' �� r t1)' s i-_ er, / d � /r -,/-o1 4. a 2 �i'r�s, t' /u nv111-fe d�k rrTM �Zo/�ibo��S ( City of W heat Widge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DMSION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855-f 303.237.8929 I Proof of Submission for Permitting/Plan Review 1l� (Water and Sanitation only) nv A copy of this form must be completed by each water and sanitation agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: 3-11-19 Project Address: 2648 Ames St, Edgewater, CO 80214 Name of Firm/Individual submitting documents: Design Practice INC/Paul NorquiSt Project Type/Description: New 2 -Story Single Family residence with attached garage. Wood frame construction over structural slab foundation Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District � Wheat Ridge Sanitation District o Clear Creek Sanitation District o Consolidated Mutual Water District o Fruitdale Sanitation District o Valley Water District o Westridge Sanitation District o Denver Water o Other Agency Notes: S a.r. ,AQ -Q& &..J pi f A) Lz m.L- 3 I Z. Signature: , ll�'1!_k� Date: 3 • J�• J `� (Agency Representative) M_ ARTIN MARTIN CONSULTING ENGINEERS March 12, 2019 Pam McKnight City of Wheat Ridge 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 303-424-7252 RSC.>ZZf',/ Pe Email: info@wheatridgesanitation.com Re: Wheat Ridge Sanitation District — 2648 Ames St — Availability Letter Martin/Martin, Inc Project No.: 17.0633.C.01 Dear Ms. McKnight, 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 March 11, 2019, concerning a proposed new 2 -story single family residence at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot is 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: • 15 -inch mainline running west to east, north of the referenced property within W 44`h Ave. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) to verify if gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No sump pump connections to District facilities are allowed. Utility Locates It is the developer's responsibility to provide the District, through Martin/Martin Inc., with an ASCE Utility Quality B utility locate mapping stamped by a Colorado PE as required in Colorado Senate Bill 18-167 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 Senate Bill 18-167 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, 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. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Wheat Ridge Sanitation District — 2648 Ames St — Availability Letter March 12, 2019 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 State Documentary Fee Date: May 11, 2018 RVAN, $27.50 Warranty Deed (Pursuant to 38-30-113 C.R.S.) THIS DEED, made on May 11th, 2018 by CHONG C. SMITH Grantor(s), of the County of Douglas and State of Colorado for the consideration of ($275,000.00) "'Two Hundred Seventy Five Thousand and 00/100— dollars in hand paid, hereby sells and conveys to PETER T. HIRSCHBERG Grantee(s), whose street address is 2795 N SPEER BLVD #435, Denver, CO 80211, County of Denver, and State of Colorado, the following real property in the County of Jefferson, and State of Colorado, to wit: LOT 15, EXCEPT THE SOUTH 10 FEET THEREOF, WHITCHURCH SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO. also known by street and number as: 2648 AMES STREET (VACANT LAND), EDGEWATER, CO 80214 with all its appurtenances and warrants the title to the same, subject to general taxes for the year2018 and those specific Exceptions described by reference to recorded documents as reflected in the Title Documents accepted by Grantees) in accordance with Record Title Matters (Section 8.2) of the Contract to Buy and Sell Real Estate relating to the above described real property; distribution utility easements, (including cable TV), those specifically described rights of third parties not shown by the public records of which Grantee(s) has actual knowledge and which were accepted by Grantees) in accordance with Off -Record Title Matters (Section 8.3) and Current Survey Review (Section 9) of the Contract to Buy and Sell Real Estate relating to the above described real property; inclusions of the Property within any special tax district; Any special assessment if the improvements were not installed as of the date of Buyer's signature on the Contract to Buy and Sell Real Estate, whether assessed prior to or after Closing; and other NONE CHONG SMITH State of Colorado ) )ss County of rA l`a—e '�-1 b, ) NARY HERRERA NOTARY PUBLIC STATE OF COLORADO NOTARY ID 1999401246- MY COMMISSION EXPIRES 05107/2019 The foregoing instrument was acknowledged before me on this day of May 11th, 2018 by CHONG C. SMITH Witness my hand and official seal My Commission expires: 1 Notary Public When Recorded Return to: PETER T. HIRSCHBERG 2795 N SPEER BLVD #435, Denver, CO 80211 Form 13 closing/deeds/wd.html 70578853 (378575) 11 1111111 111 11 IN 1111111111 owe Yw m€ k € - moY sago o'a<ows'o�ma€ 4sH�- „ Foy ng p���=< e e dvz "¢ 6Wo _ Nom s � � E - U� oj�w���g=� mz €4 of a� Ypy o ug8 92 s�aY»o' S o� m o E„ Fpo�wd o<gF dor Ng=` oo -bk Piz,Afam n. �>o<- _ s 93 oN u5„ �Co� g� oo�€ o� <o�a=�� - $g< _Ngr� o`w ,.. o � a €�F<g�>o 1 00 H § € o Fgo3g�"a o=ho€� zz.g E ` F � 1R F <Y `wgg�oo mgW -44 np<op¢�F moh N28 «a (n).zsxx Tvr „ ' z`a a� xamvc v.0 smw ( J _ fd�BW),00'f1S (W)9..Lt.6IaW5 _ €i 6 (I I R W (d�W).00US (W)M..L4.61o00N 'Isaacs saris 1 94 lo r Rev. 09/2017 RESIDENTIAL Building Permit — Plan Review Worksheet Address: 2,6 H S A fy-)e5 SV • Zoning: 1--C Lot Size: -71,52-5 sq. ft. Lot Width: 5G ft. Property in the flood plain? % If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision:, }^c�}o, Any conflict? (Y/N) Related Cases: &A A I Type of project (applicable survey conditions in parenthesis): CO:At permit, we need: Survey at foundation: Survey prior to ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) New ILC and site plan yes (FND) if w/in 2' of setback (NRS) f if in floodplain (FLD) Maximum Lot Coverage: d 6) % Existing Improvements (footprints): House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing sq. ft Lot Coverage % =� io sq. ft. Proposed Improvements (footprints): House/addition: 5 sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing sq. ft Lot Coverage, , _5 % Required Setbacks: FR 2_Q' S 5 S 5 R _ Provided Setbacks: FR 2_C Z S S '-2' " R � For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveyi g cond'tion FND. Maximum Height: ft. Maximum Size: sq. ft. Proposed Height: lCy ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N)_ If yes, does it meet on all sides (Y/N): FR S S_ R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in RAC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland 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. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? Construction of new roads ❑ Platting of new lots New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing A Curb �Q Gutter _t 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) ❑ 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. ❑ 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. 6 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. Landscaping Conditions (apply to additions and new dwelling units) 4 For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway / 70 = (round up for required trees) Street trees required: JL Street trees provided: G 4 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. Architecture _ Structural Geotechnical ROCKY MOUNTAIN GROUP Materials Testing Forensic Civil/Planning SUBSURFACE SOIL INVESTIGATION F I V E D APR (,i 2648 Ames St PAJ Edgewater, Colorado PREPARED FOR: Peter Hirschberg 2795 N Speer Blvd #435 Denver, CO 80211 JOB NO. 163840 July 10, 2018 Respectfully Submitted, Reviewed by, RMG — Rocky Mountain Group RMG — Rocky Mountain Group Matthew Meier E.I. Forrest K. Wright, P.E. Geotechnical Staff Engineer Sr. Geotechnical Project Engineer #�/9005gs Southern Office: Central Office: Northern Office: Colorado Springs, CO 80918 Englewood, CO 80112 Evans, CO 80620 719.548.0600 303.688.9475 970.330.1071 www.rmgengineers.com DIL ..LCF iY,P�.yN o 0 • 0053145 'ONAL E` Fort Collins: 970-616-4364 Monument: 719.488.2145 Woodland Park: 719.687.6077 2648 Ames St Edgewater, Colorado Scope of Investigation RMG - Rocky Mountain Group drilled two test borings at the above -referenced address on June 5th and 15th, 2018. The layout of the site and the approximate location of our explorations are provided in Figure 1, Aerial Site Map. Our findings, conclusions and recommendations are provided in this report. This report presents geotechnical engineering recommendations for design and construction of residential foundations. The following is excluded from the scope of this report including but not limited to geologic, natural and environmental hazards such as landslides, unstable slopes, seismicity, snow avalanches, water flooding, corrosive soils, erosion, radon, wild fire protection, hazardous waste and natural resources. Site Description and Proposed Construction A shed structure, concrete driveway, and wooden fence exist on this site. A previous Environmental Site Assessment completed by RMG indicates that a single family residential structure with an attached garage and no below grade space existed at the site prior to 2010. After demolition, the eastern side of the site appears to have been used for storage and contained demolition debris along with various household items. The existing vegetation consists of native grasses and weeds along with scattered deciduous trees. Topography across the site is relatively flat. It is our understanding that the proposed construction will consist of the construction of a new single family residential structure with no basement that is to be no more than 2,500 total square feet. It has been assumed that house will be one to two stories in height and is to consist of light, wood -frame construction. It has been assumed the excavation will not exceed 4 feet deep from the existing ground surface. If the proposed construction differs from the information provided or the assumptions made, RMG should be contacted immediately to review the differences and how they may impact construction and design of the proposed construction. Subsurface Materials The subsurface materials encountered during the explorations were generally classified using the Unified Soils Classification System (USCS). Topsoil Topsoil was encountered in the test borings to approximately 12 inches below the existing ground surface (bgs). Topsoil is generally defined as a surficial layer of soil which contains a higher percentage of organic matter of decayed plant roots, stems, and leaves. Topsoil is not considered suitable for construction. Topsoil was visually described as brown and relatively dry. Native Soils Underlying the surficial topsoil, native soils were encountered in the test borings to the termination depths. Native soils were generally classified as loose clayey sand and stiff sandy clay. Native soils were visually described as olive, light brown to brown with white mineral deposits, and relatively dry to wet. RMG — Rocky Mountain Group 2 RMG Job No. 163840 2648 Ames St Edgewater, Colorado Groundwater Groundwater was encountered at 20 feet in B-1 at the time of drilling. However, when checked one day subsequent to drilling, groundwater was encountered at approximately 18 feet in B-1. Groundwater was not encountered in test boring B-2. Fluctuations in groundwater and subsurface moisture conditions may occur due to variations in rainfall and other factors not readily apparent at this time. Development of the property and adjacent properties may also affect groundwater levels. Additional descriptions and the interpreted distribution (approximate depths) of the subsurface materials are presented in the Test Boring Logs. The soil classifications shown on the logs are based upon the engineer's classification of samples. Lines shown on the logs represent the approximate boundary between subsurface materials, and the actual transition may be gradual and vary across the site. An Explanation of the Test Boring Logs, the Test Boring Logs, and a Summary of Laboratory Test Results are presented in Figures 2 through 4. Soil Classification Data are presented in Figure 5. Swell/Consolidation Test Results are presented in Figures 6 and 7. Summary of Findings The results of this investigation indicate that the site is suitable for the proposed construction, provided the recommendations presented herein are implemented and appropriate construction practices are followed. Loose soils were encountered in the test borings. We anticipate that loose soils will be encountered during excavation. In order to provide a uniform bearing surface, we recommend the removal (overexcavation) and recompaction of on-site material as structural fill to a depth which results in at least 2 feet of compacted structural fill below all foundation components and floor slabs. The on- site clayey sand material is suitable for use as structural fill. The zone of overexcavation and replacement should extend that same distance beyond the building perimeter, including beyond the perimeter of counterforts and "T" wall footings. The structural fill should be observed and tested during placement as indicated under the Structural Fill section of this report, to ensure proper compaction. Fill was not encountered in the test borings. However, fill materials from previous construction and demolition activities at the site may be encountered. It is recommended that the new foundation extend down through the fill materials to bear on the native soils below. Unless appropriate documentation can be provided, it will be assumed that this fill was not moisture conditioned and compacted in a manner consistent with the Structural Fill recommendations contained within this report. If such fill is encountered, it is not considered suitable for support of shallow foundations. Foundation Recommendations A spread footing foundation supported on compacted structural fill is suitable for the proposed residential structure. A maximum allowable bearing pressure of 2,000 psf with no minimum dead load requirement may be used for design. The foundation design should be prepared by a qualified Colorado Registered Professional Engineer using the recommendations presented in this report. This foundation system should be designed to span a minimum of 10 feet under the design loads. The bottoms of exterior foundations should be at least 36 inches below finished grade for frost protection. Footings and isolated pads should not be placed on frozen or saturated soil. Prior to placing concrete, all bearing surfaces must be cleared of loose material. i___% City of Wheat Rage RMG — Rocky Mountain Group 3 RMG Job No. 163840 2648 Ames St Edgewater, Colorado Open Excavation Observation During construction, foundation excavations should be observed by RMG prior to placing structural fill, forms, or concrete to verify the foundation bearing conditions for each structure. Based on the conditions observed in the foundation excavation, the recommendations made at the time of construction may vary from those contained herein. In the case of differences, the Open Excavation Observation report shall be considered to be the governing document. The recommendations presented herein are intended only as preliminary guidelines to be used for interpreting the subsurface soil conditions exposed in the excavation and determining the final recommendations for foundation construction. It is recommended that excavation equipment remain on-site until the open excavation observation has been completed. If unsuitable conditions are identified during the open excavation observation, i.e. pockets of loose/soft soils, high groundwater, potentially expansive or collapsible soils, etc., additional earthwork recommendations and/or testing and potentially alternative foundation recommendations may be required at an additional cost. Interior Floor Slabs Slab performance risk evaluation is an engineering judgement which is used as a predictor of the general magnitude of potential slab heave, and the risk of poor slab performance. The Colorado Association of Geotechnical Engineers (CAGE) recommends structural floors where the slab performance risk is judged to be high or very high. The Slab Performance Risk for slabs bearing atop undisturbed on-site soils is judged to be Low based on the criteria in the following table. Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1,000 psf Surcharge) Low 0to<3 0to<2 Moderate 3 to < 5 2 to < 4 High 5to<8 4to<6 Very High >8 >6 Note: Based on Colorado Association of Geotechnical Engineers, Guidelines for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area, 1996). This risk is anticipated to be reduced by the recommended overexcavation and replacement measures specified herein. However, the owner must understand that the Slab Performance Risk for slabs bearing atop structural fill after the recommended overexcavation and replacement is still anticipated to be Low. Vertical slab movement on the order of three inches is considered possible for floor slabs established on structural fill. In some cases, vertical movement may exceed these ranges. If movement and associated damage to floors and finishes cannot be tolerated, a structural floor system should be used. Floor slabs should be supported by the same material as the foundation bearing components. Fill materials placed below floor slabs should be consistent, type and compaction, as material below foundation components (or alternate approved by RMG). Floor slabs should be separated from structural components to allow for vertical movement. Control and construction joints should be placed in accordance with the latest guidelines and standards published by the American Concrete Institute (ACI) and applicable local Building Code requirements. Slabs should also be separated from any utility components by isolation joints. Mechanical equipment supported on slabs should be provided with expandable/collapsible sections in order to allow movement of the slab without damage to the equipment or structure. RMG — Rocky Mountain Group 4 RMG Job No. 163840 2648 Ames St Edgewater, Colorado Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not included in this report. Structural Floors If floor slab movement cannot be tolerated, a structural floor system (supported by the foundation independently of the subgrade soils) is recommended for the interior floor system of the proposed structures. This may include conventional floor framing or a structural concrete slab adequately voided from the soil below. Suspended slab systems include the TellaFirma concept, which uses a post - tensioned structural concrete slab poured on the ground and raised to create the required floor space. Garage floor slabs supported on the on-site soils may experience vertical movement on the order of four inches, or more. If a non -concrete system is used, environmental health hazards associated with mold growth in crawlspaces must be reduced by utilizing "clean" construction methods. The floor should be properly sealed and vented. A ventilation system activated by temperature and humidity levels may be required in the crawlspace. The entire floor system and ventilation system should be designed by a qualified professional. Recommendations for exterior concrete slabs, such as patios, driveways, and sidewalks, are not included in this report. Interior Partitions Interior non-bearing partitions and attached furnishings (e.g., cabinets, shower stalls, etc.) on concrete slabs should be constructed with a void so that they do not transmit floor slab movement to the roof or overlying floor. A void of at least 1-1/2 inches is recommended beneath non-bearing partitions. Doors should be provided with at least a 1 inch gap at floor level. Voids and gaps may require reconstruction over the life of the structure to re-establish the void due to vertical slab movement. Interior non-bearing partitions walls and other attached finishes do not require isolation from the structural floor system. Lateral Earth Pressures Foundation walls should be designed to resist lateral earth pressures. For moisture -conditioned, low - expansive, on-site backfill materials, we recommend an equivalent fluid pressure of 40 pcf for "Active" conditions and 60 pcf for "At -Rest" conditions be used for design. The above lateral earth pressure applies to level, drained backfill conditions. Equivalent Fluid Pressures for sloping/undrained conditions should be determined on an individual basis. Excavations Excavations for the project are expected to encounter primarily clayey sand. The native s6ils Wj)., generally be excavatable with heavy-duty earth moving equipment. The excavated on-site sols may be reused as structural fill if needed, provided the recommendations set forth herein are impleme ted. eat Ridge 411ain9 oivisona RMG — Rocky Mountain Group 5 RMG Job No. 163840 2648 Ames St Edgewater, Colorado The contractor should provide safely sloped excavations or an appropriately designed and constructed braced -shoring system, in compliance with Occupational Safety and Health Administration (OSHA, 2005) guidelines, for employees working in an excavation that may expose employees to the danger of moving ground. In our opinion, the native soils should generally be considered a Type "C" soil when applying the OSHA guidelines. For these soil conditions, OSHA recommends a temporary slope inclination of 1.5H:1 V or flatter for excavations 20 feet or less in depth. Some surface sloughing may occur on the slope face at these angles. Steeper cut slopes may be utilized for excavations less than 4 feet deep depending on the strength, moisture content, and homogeneity of the soils as observed in the field. Appropriate slope inclinations should be evaluated in the field by an OSHA -qualified "Competent Person" based on the actual conditions encountered. Site Grading The following sections present recommendations for earthwork during construction including site preparation, structural fill, and exterior backfill. Site Preparation Prior to construction, the ground surface in proposed structure and improvement areas should be stripped of existing vegetation, debris, topsoil, undocumented fill, soft, loose, or disturbed native soils and other deleterious material. This includes areas below foundation and floor slabs. Care should be taken to reduce drying of the subgrade soil below the foundation during construction. Site preparation procedures should be performed such that the potential for standing and ponding of water around the site is reduced. During wet weather earthen berms, swales, or other means should be used to direct water away from excavations. Water that accumulates in excavations should be pumped out or otherwise removed and these areas should be allowed to return to their "natural" moisture condition before resuming construction. Structural Fill Areas to receive structural fill should have topsoil, organic material, or debris removed. The upper 6 inches of the exposed surface soils should scarified and moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor test (ASTM D-698) prior to placing structural fill. Structural fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment. Based on the field explorations and the laboratory testing, the existing clayey sand may be acceptable for use as structural fill. This material should generally be free of topsoil, organics, debris, particles greater than 3 inches in diameter, and other deleterious materials. Once excavated and processed, on-site soils to be used as structural fill should be separated and stockpiled to be evaluated by the project geotechnical engineer for suitability. Structural fill shall consist of on-site clayey sand material, should generally be free of topsoil, organics, particles greater than 4 inches in diameter, and it should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent RMG — Rocky Mountain Group 6 RMG Job No. 163840 2648 Ames St Edgewater, Colorado of the optimum moisture content) and compacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D-698. The materials should be compacted by mechanical means. Earthwork operations should be observed and compaction of structural fill materials should be tested by the project's geotechnical consultant. It is the responsibility of the builder or contractor to schedule with this office to conduct compaction tests, retrieve or accept delivery of a fill sample, or certify the fill material. Early testing is recommended to demonstrate that placement and compaction methods are achieving the required compaction for the entire depth of fill. Without a strict quality assurance program, the fill may not be of sufficient quality to achieved required performance. Exterior Back jill Backfill should generally be free of topsoil, organics, particles greater than 4 inches in diameter, debris, or other deleterious material. Backfill should be placed in loose lifts not exceeding 8 to 12 inches, moisture conditioned to facilitate compaction (usually within 2 percent of the optimum moisture content) and compacted to 90 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D-698 on exterior sides of walls in landscaped areas. In areas where backfill supports pavement and concrete flatwork, the materials should be compacted to 95 percent of the maximum dry density as determined by the Standard Proctor test, ASTM D-698. Fill placed on slopes should be benched into the slope. Maximum bench heights should not exceed 4 feet, and bench widths should be wide enough to accommodate compaction equipment. The appropriate government/utility specifications should be used for fill placed in utility trenches. If material is imported for backfill, the material should be approved by the Geotechnical Engineer prior to hauling it to the site. The backfill should not be placed on frozen subgrade or allowed to freeze during moisture conditioning and placement. Backfill should be compacted by mechanical means, and foundation walls should be braced during backfilling and compaction. Surface Grading and Drainage Drainage is an important key to the successful performance of shallow foundations. The ground surface should be sloped away from structures with a minimum gradient of 10 percent for the first 10 feet. This is equivalent to 12 inches of fall across this 10 -foot zone. If a 10 -foot zone is not possible on the upslope side of the structure, then a well-defined swale should be created a minimum 5 feet from the foundation and sloped parallel with the wall with a minimum slope of 2 percent to intercept the surface water and transport it around and away from the structure. Roof drains should extend across backfill zones and landscaped areas to a region that is graded to direct flow away from the structure. It is imperative that homeowners maintain the surface grading and drainage recommended in this report to help prevent water from being directed toward and/or ponding near the foundations. Failure to maintain positive surface drainage away from the structure may result in localized differential vertical movelagnt of foundations and slabs. city at Landscaping should be selected to reduce irrigation requirements. Plants used close to flv* should be limited to those with low moisture requirements; and irrigated grass should of be RMG — Rocky Mountain Group 7 RMG Job No. 163840 2648 Ames St Edgewater, Colorado within 5 feet of the foundation. To help control weed growth, geotextiles should be used below landscaped areas adjacent to foundations. Impervious plastic membranes are not recommended. Irrigation devices should not be placed within 5 feet of the foundation. Irrigation should be limited to the amount sufficient to maintain vegetation. Application of more water will increase the likelihood of slab and foundation movements. Perimeter Drain A subsurface perimeter drain is recommended around portions of the structure which will have habitable or storage space located below the finished ground surface. This includes crawlspace areas but not the walkout trench, if applicable. A typical drain detail is presented in Figure 8. A subsurface perimeter drain is designed to intercept some types of subsurface moisture and not others. Therefore, the drain could operate properly and not mitigate all moisture problems relating to foundation performance or moisture intrusion into the basement area. If the outlet for the drain daylights, the pipe should be protected with a screen to prevent rodent infestation. Concrete Laboratory chemical tests performed on selected samples of on-site soils indicate a concentration of water soluble sulfates between 0.03 and 0.07 parts per million (ppm). This concentration of water soluble sulfates represents a negligible degree of sulfate attack on concrete. Type 1/II cement is recommended for concrete in contact with the subsurface materials. The concrete should not be placed on frozen ground. If placed during periods of cold temperatures, the concrete should be kept from freezing. This may require covering the concrete with insulated blankets and heating. Concrete work should be completed in accordance with the latest applicable guidelines and standards published by ACI. Foundation Configuration Remarks The configuration of the foundation system is critical to its performance. The position of foundation windows, jogs, steps and the relative elevation of adjacent and opposite walls can affect foundation performance. The nature of residential foundation construction does not allow for control of these conditions by the Foundation Design Engineer. Improper placement of the above can result in differential and lateral foundation movement not anticipated by the Geotechnical Engineer. The Foundation Design Engineer should be contacted regarding the foundation configuration. General Remarks The recommendations provided in this report are based upon the subsurface conditions encountered in the test borings, anticipated foundation loads, and accepted engineering practices and principles in the area at the time of report preparation. No warranty is made or implied in this report that this firm has an all inclusive knowledge of every portion of the subsurface materials on or under the site. There is no evaluation detailed enough to reveal every subsurface condition. The nature and extent of variations across the site may not become evident until construction commences or thereafter. The construction process itself may also alter subsurface conditions. If variations appear evident at the time of construction, our office should be notified. If additional mass site grading is performed at the site which results in elevations that vary significantly from existing grades (more than plus or minus 2 ft), our RMG — Rocky Mountain Group 8 RMG Job No. 163840 2648 Ames St Edgewater, Colorado office should be informed about these changes. If needed and/or if desired, we will reexamine our analyses and make supplemental recommendations. The recommendations are intended to reduce differential movement. However, it should be noted that geotechnical engineering recommendations are not an exact science. The recommendations presented in a geotechnical engineering report are not based only on the analytical and empirical tools but rely on engineering judgement as well. The fact that professional judgements must be used in making recommendations means that the conclusions and recommendations presented in a geotechnical engineering report should not be considered risk-free and, more importantly, are not a guarantee that the interaction between the soils and the proposed structure will perform as planned. Furthermore, it must be recognized that the foundation will undergo some movement on all soil types. Concrete floor slabs will likely move vertically. The recommendations for isolating floor slabs from columns, walls, partitions or other structural components should be implemented to mitigate potential damage to the structure. Subsequent owners should be provided a copy of this report. The recommendations are based on accepted local engineering practice and are intended for individuals familiar with local construction practices and standards. The owner is also encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are also applicable for prevention of settlement due to wetting of support soils. RMG does not assure the existence of and/or the compliance with the above recommendations. This is the responsibility of the client referenced on the first page. RMG provided recommendations only and does not supervise, direct or control the implementation of the recommendations. Senate Bill 13 This report may be partial fulfillment of Colorado Senate Bill 13 (1984), C.R.S. 6-6.5-101, The Soil and Hazard Analysis of Residential Construction, if the purchaser receives this report at least fourteen days prior to closing. The purpose of Senate Bill 13 is to inform the purchaser of the presence of expansive soil or hazards on the site. Geologic and environmental hazards are outside the scope of services of this report. Expansive soil and bedrock may result in movement of foundation components and floor slabs. The recommendations presented in this report are intended to reduce, not eliminate, these movements. The homeowner and builder should review and become familiar with Special Publications 43 issued by the Colorado Geologic Survey. This report and the recommendations contained therein are only valid if all parts of Senate Bill 13 are satisfied. If we can be of further assistance in discussing the contents of this report or analysis of the proposed project, from a geotechnical engineering point -of -view, please feel free to contact us. city or Vvheat Ridge RMG — Rocky Mountain Group 9 RMG Job No. 163840 F_ U) U) W Q N W E s t A A SUM 'PRO PERT` ES B-2 j :RT` ®ES f � APPROXIMATE TEST BOF �j APPROXIMATE LOCATIOt NOT TO SCALE samewn Office ARCHITECTS Cobmdo Sp lgkco 80918 AERIAL MG,con 548 WOW: I.wooa, co 80112 2648 \ENGINEERS (303)888.9475 NorOwn oma: E DG E WAT I ROCKY MOUNTAIN GROUP ` 0-1071 CO 0 PETER F (9m� ago -1071 LOCATION L PREVIOUS RESIDENCE TE MAP JOB. No. 163840 30 ST FIG. No. 1 OLORADO DATE: 07.09.2017 :HBERG ell e F_ U) U) W Q N W E s t A A SUM 'PRO PERT` ES B-2 j :RT` ®ES f � APPROXIMATE TEST BOF �j APPROXIMATE LOCATIOt NOT TO SCALE samewn Office ARCHITECTS Cobmdo Sp lgkco 80918 AERIAL MG,con 548 WOW: I.wooa, co 80112 2648 \ENGINEERS (303)888.9475 NorOwn oma: E DG E WAT I ROCKY MOUNTAIN GROUP ` 0-1071 CO 0 PETER F (9m� ago -1071 LOCATION L PREVIOUS RESIDENCE TE MAP JOB. No. 163840 30 ST FIG. No. 1 OLORADO DATE: 07.09.2017 :HBERG SOILS DESCRIPTION CLAYEY SAND SANDY CLAY ;,,?_,;. TOPSOIL UNLESS NOTED OTHERWISE, ALL LABORATORY TESTS PRESENTED HEREIN WERE PERFORMED BY: RMG - ROCKY MOUNTAIN GROUP 14 INVERNESS DR. EAST, SUITE E-136 ENGLEWOOD. COLORADO SYMBOLS AND NOTES STANDARD PENETRATION TEST - MADE BY DRIVING A SPLIT -BARREL SAMPLER INTO THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM XX D-1586. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). UNDISTURBED CALIFORNIA SAMPLE - MADE BY DRIVING A RING -LINED SAMPLER INTO XX THE SOIL BY DROPPING A 140 LB. HAMMER 30", IN GENERAL ACCORDANCE WITH ASTM D-3550. NUMBER INDICATES NUMBER OF HAMMER BLOWS PER FOOT (UNLESS OTHERWISE INDICATED). 7 FREE WATER TABLE R DEPTH AT WHICH BORING CAVED eBULK DISTURBED BULK SAMPLE ® AUG AUGER "CUTTINGS" 4.5 WATER CONTENT (%) ROCKY MOUNTAIN GROUP ARCHITECTS A,��te�t�ra R 1VI C �tec��wet Stru<tual MMer'uls Testing Forensics CiNI. Panning ENGINEERS cao.. S�: (Co oo erg i Offs zgto Ause� &�rtt+ P,neay Cdoratlo SPin9s, CO 80918 (]0800 SOUTHERN COLORADO. DENVERNVER METRO. NORTHERN COLORADO EXPLANATION OF TEST BORING LOGS JOB No. 1638 city of FIGURE ft.R?dge DATA W 4'I `4e8, TEST BORING: B-1 LL e z TEST BORING: B-2 LL o z DATE DRILLED: LL p w w DATE DRILLED: LL p w w � 6/5/18 = m n d O 6/15/18 = m Q- o O ELEVATION (FT): o >- Q x ELEVATION (FT): a U) Q 3 GROUNDWATER @ 18.3' 0 Q NO GROUNDWATER ON 0 a 6/13/18 0a 3 6/15/18 m [TOPSOIL]: brown, relatively dry [TOPSOIL]: brown, relatively -\d ry Clayey SAND - brown, loose, relatively dry Clayey SAND - brown, loose, relatively dry 15 4.4 6 12.0 5 5 Sandy CLAY - olive, light brown Sandy CLAY - brown, stiff, to brown with white mineral realtively dry to moist deposits, stiff, relatively dry to1 O 10 10.8 1 O 11 14.2 wet 17 16.4 10 20.E 15 15 20.2 16 26.1 20-16 20 Caved at 20' 20.9 25 Caved at 22' 22.4 ROCKY MOUNTAIN GROUP ARCHITECTS F- KM UR SiruUval Maknak TeUiq FpcKiva Ciai, NarrJfg ENGINEERS cdo-.eo smnm rcauo-ere ar�ei zyio Auai� a,x: aam�ay cdo,mo spay., co amia M (]19)5 8 SOIJiHERN COLORADO. DENVER METRO, NORTHERN COLORADO TEST BORING LOGS JOB No. 163840 FIGURE No. 3 DATE 7/9/18 ROCKY MOUNTAIN GROUP ARCHITECTS Ar4na1.� R1Vi C�� Sinlctural ""I.Testiig Fwenucc CMI, Pbmmg ENGINEERS CW -ed. S.- /C -t. Oft.) 2910 A bn Mutt. Parkway Wa SPirg., CO80918 (]1%548 Jfi00 MO ERN COLORADO, DENVER METRO, NORTHERN COLORADO SUMMARY OF LABORATORY TEST RESULTS JOB No. ?,1638yor FIGUR NN. PAGE PF 11 Rip ui DATE 9 div Test Boring No. Depth Content (%) DenWater sity (P0 Liquid Plasticity Retained No.4 Sieve FHA Passing No. Epressu�ren 200 Sieve s Collapse Classification B-1 4.0 4.4 109.3 25 13 27.9 - 1.1 SC B-1 9.0 10.8 1 52.8 B-1 14.0 16.4 107.4 0.0 70.8 0.7 B-1 19.0 20.2 105.9 0.3 B-1 24.0 20.9 B-1 29.0 22.4 B-2 4.0 12.0 B-2 9.0 14.3 57.0 B-2 14.0 20.2 102.4 32 21 57.3 -0.1 CL B-2 19.0 26.1 ROCKY MOUNTAIN GROUP ARCHITECTS Ar4na1.� R1Vi C�� Sinlctural ""I.Testiig Fwenucc CMI, Pbmmg ENGINEERS CW -ed. S.- /C -t. Oft.) 2910 A bn Mutt. Parkway Wa SPirg., CO80918 (]1%548 Jfi00 MO ERN COLORADO, DENVER METRO, NORTHERN COLORADO SUMMARY OF LABORATORY TEST RESULTS JOB No. ?,1638yor FIGUR NN. PAGE PF 11 Rip ui DATE 9 div 100 90 80 (D 70 r X60 Z X50 CL X40 z w of30 w a 20 10 U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS HYDROMETER GRAIN SIZE IN MILLIMETERS COBBLES I GRAVEL ISAND SILT OR CLAY coarse fine coarse medium fine 01 Test Boring Depth (ft) Classification LL PL PI • B-1 4.0 CLAYEY SAND(SC) 25 12 13 * B-1 9.0 • B-1 14.0 * B-2 9.0 SnucturW * B-2 14.0 SANDY LEAN CLAY(CL) 32 11 21 Test Boring Depth (ft) %Gravel %Sand %Silt I %Clay �m Pbmn, • B-1 4.0 27.9 * B-1 9.0 52.8 B-1 14.0 0,0 29.2 70.8 * B-2 9.0 57.0 * B-2 14.0 57.3 JOB No. 163840 SOIL CLASSIFICATION FIGURE No. 5 DATA DATE 7/9/18 ROCKY MOUNTAIN GROUP ARCHITECTS a<nneuva ceoi«n��w SnucturW Me1cWe Testing aea ENGINEERS �m Pbmn, Cdo-edo Sdrrws.' lCaocrMe Olficel 2910 Nstin 8Mk PaAv`ry CdrcaEo Spigs, 0080918 (]19)5060600 SOUTHERN COLORADO. DENJER METRO, NORTHERN COLORADO JOB No. 163840 SOIL CLASSIFICATION FIGURE No. 5 DATA DATE 7/9/18 z O U) z CL X w 0 z O - co co W o' a O U z�1 1 Z 3- 4 5 3 7 100 000 APPLIED PRESSURE -PSF 10,000 0, 000 PROJECT: 2648 Ames St Edgewater, CO SAMPLE LOCATION: B-1 @ 4 FT SAMPLE DESCRIPTION: Clayey SAND NATURAL DRY UNIT WEIGHT: 109.3 PCF NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 4.41% PERCENT SWELUCOMPRESSION: -1.1 100 1,000 10,000 APPLIED PRESSURE - PSF PROJECT: 2648 Ames St Edgewater, CO SAMPLE LOCATION: B-1 @ 14 FT SAMPLE DESCRIPTION: Sandy CLAY NATURAL DRY UNIT WEIGHT: 107.4 PCF NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 16.4% PERCENT SWELUCOMPRESSION: 0.7 ROCKY MOUNTAIN GROUP JOB No. 1 ARCHITECTS /'" a^n�mai �� SWELL/CONSOLIDATION FIGU E E< No. MaenahT-ing ' F—i- Ef"JIGIfVEERS TEST RESULTS; eat Ridge cdweeo— .ff,Pv-.raomai DAT /9/18 SOUTHERN COLORA�W,OEN'ER�ME"fR`o00RTHERN COLORADO gL,a"n9 �,V�s°,�� z O U) z a x w z O co LL) a O U m 1 Z 3 4 5 3 7 100 1 000 10,000 APPLIED PRESSURE - PSF PROJECT: 2648 Ames St Edgewater, CO SAMPLE LOCATION: B-1 @ 19 FT SAMPLE DESCRIPTION: CLAY NATURAL DRY UNIT WEIGHT: 106.9 PCF NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 20.2 PERCENT SWELUCOMPRESSION: 0.3 7�I 1001,000 10,000 APPLIED PRESSURE - PSF PROJECT: 2648 Ames St Edgewater, CO SAMPLE LOCATION: B-2 @ 14 FT SAMPLE DESCRIPTION: Sandy CLAY NATURAL DRY UNIT WEIGHT: 102.4 PCF NOTE: SAMPLE WAS INUNDATED WITH WATER AT 1,000 PSF NATURAL MOISTURE CONTENT: 20.2 PERCENT SWELUCOMPRESSION: - 0.1 ROCKY MOUNTAIN GROUP JOB No. 163840 ARCHITECTS F� RG M SWELL/CONSOLIDATION FIGURE No. 7 ENGINEERS TEST RESULTS 6ahbdo5 lLnoovfeOR DATE 7/9/18 Cdore 2910 Putin BIUX¢ M8 718prgs, co 80918 (SCB-0(i00 SOIfM ERN COLORADO, DENVER METRO, NORTHERN COLORADO � / EXTERIOR BACK FILL p p ° D D / , O 77 ° o /\ POLYETHYLENE FILM SEALED TO WALL AND z -i O Q c / \ EXTENDED AROUND BOTTOM OF GRAVEL COLLECTOR AS SHOWN D \ 10" MIN 3" _ MIRAFI ® 140N GEOTEXTILE OR EQUIVALENT ° MIN - WRAP BOTTOM EDGE ALONG 3" POLYETHYLENE FILM AND WRAP TOP EDGE MIN ALONG FOOTING (AS SHOWN) GRAVEL COLLECTOR: DD e M \\ GRAVEL SIZE TO BE AT LEAST 2X THE WIDTH OF SLOTTED PERFORATIONS OR 1.5X THE D DIAMETER ROUND FOOTING ° D PERFORATIONS ° 3" MIN PERFORATED �P PIPE (U.N.O.) GENERAL NOTES: 1. BOTTOM OF DRAIN PIPE SHALL BE AT OR BELOW BOTTOM OF FOOTING AT ALL LOCATIONS 2. ALL DRAIN PIPE SHALL BE PERFORATED PLASTIC, WITH THE EXCEPTION OF THE DISCHARGE PORTION WHICH SHALL BE SOLID, NON -PERFORATED PIPE. 3. MINIMUM GRADE FOR DRAIN PIPE SHALL BE 1%, OR 3 INCHES OF FALL IN 25 FEET, 4. DRAIN PIPE SHALL BE PROVIDED WITH A FREE GRAVITY OUTFALL, IF POSSIBLE. IF A GRAVITY OUTFALL CANNOT BE ACHIEVED, THEN A SUMP PIT AND PUMP SHALL BE USED. 5. ALL DRAIN COMPONENTS SHALL BE RATED/APPROVED BY THE MANUFACTURER FOR THE INSTALLED DEPTH AND APPLICATION 6. DRAIN SYSTEM, INCLUDING THE OUTFALL OF THE DRAIN, SHALL BE OBSERVED BY QUALIFIED PERSONNEL PRIOR TO BACKFILLING TO VERIFY INSTALLATION. Southern Office ARCHITECTS Colorado Springs,CO 80918 RMG Central (719)548-0600 Central Office: E N G I N E E R S Englewood, CO 80112 (303)688-9475 Northern Office: ROCKY MOUNTAIN GROUP Greeley/Evans, CO 80620 (970) 330-1071 SPREAD FOOTING PERIMETER DRAIN City of ear Rtd9e R E C � iWE D Ap P e (V -V for 2648 Ames St Edgewater, CO80214 RHVACRiaSIDZNIIAL HVAC LOADS Prepared By: Ramirez Johnson And Associates Wednesday, March 6,2018 114-L %. RhvaoiaanACCAapproved Manual Jand Manual Dcomputer program. 0.0 Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual ID. ` G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads�\\ RJA 7 `vt Elite Software Development, Inc. Hirschberg Residence Denver CO 80205 Page 2 Project Report General Pro'ect Information Project Title: Hirschberg Residence Project Date: 03/04/2019 Client Address: 2648 Ames St Client City: Edgewater, CO 80214 Company Name: Ramirez Johnson And Associates I Desi n Data Reference City: Denver, Colorado Building Orientation: Front door faces West Daily Temperature Range: High Latitude: 39 Degrees Elevation: 5283 ft. Altitude Factor: 0.823 Outdoor Outdoor Outdoor Indoor Indoor D[y Bulb Grains Bulb Wet Bulb Rel.Hum Rel.Hum Winter: 1 0.21 80% 30% 70 Difference 33.92 Summer: 95 59 11% 50% 75 -45 Check Fi ures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.486 Square ft. of Room Area: 2,059 Square ft. Per Ton: 1,213 Volume (ft3): 18,875 FBuilding Loads Total Heating Required Including Ventilation Air: 38,107 Btuh 38.107 MBH Total Sensible Gain: 22,500 Btuh 100 % Total Latent Gain: -2,129 Btuh 0 % Total Cooling Required Including Ventilation Air: 22,500 Btuh 1.87 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. city a hear Ridge 8uiwing Divis, G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA Hirschberq Residence Denver CO 80205 Page 3 Miscellaneous Report System 1 Main Level Outdoor Outdoor Outdoor Indoor Indoor Grains In ut Data My Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 1 0.21 80% 30% 70 33.92 Summer: 95 59 11% 50% 75 -45.44 Duct Sizin In uts Main Trunk Calculate: Yes Runouts Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.220 AC/hr 0.110 AC/hr 69 CFM 35 CFM Infiltration Actual: 0.220 AC/hr 0.110 AC/hr Above Grade Volume: X 18-875 Cu.ft. X 18,875 Cu.ft. 4,153 Cu.ft./hr 0.0167 2,076 Cu.ft./hr X 0.0167 X Total Building Infiltration: 69 CFM 35 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 18.11 = (1.10 X 0.823 X 20.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: -25.44 = (0.68 X 0.823 X -45.44 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 62.49 = (1.10 X 0.823 X 69.00 Winter Temp. Difference) Winter Infiltration Specified: 0.220 AC/hr (69 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.110 AC/hr (35 CFM), Construction: Semi-Tight Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area MDD 1 Supply Basement - 0.12 6 769 No 1 Return Basement - 0.24 6 142 No G:\...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA Hirschberq Residence Denver, er CO 80205 C Page 4 Preview City of wheat Rid�r� r "r'drn9 Divisor G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Net ft.? Send Lat. Net; Sere Ht 91 CI9. Act Duc Scope Tori- /Ton � Areal Gairr Gain Gain Loss; CFM; CFM CFM; -.- Siz Buildinq 1.87 1,213 2,059 22,500 -2,129 22,500 38,107 1,000 1,000 1,000 System 1 1.87 1,213 2,059 22,500 -2,129 22,500 38,107 1,000 1,000 1,000 10x1 Suoply Duct Latent -559 0 Return Duct 0 -689 0 0 Humidification 1,314 Zone 1 2, 0 50, 22.500 -8811 22.500 36,793 1,000 200 "000 1;)x1 1 -Entry 111 892 -69 892 2,675 73 40 40 1-- 2-Dininq 211 274 -41 274 1,599 43 12 12 1-- 3-Livinq Room 196 3,168 -71 3,168 4,869 132 141 141 2- 4 -Bath 3 69 243 -18 243 807 22 11 11 1 -- 5 -Bedroom 3 204 3,378 -124 3,378 5,297 144 150 150 2 -- 6 -Kitchen 217 691 -98 691 2,907 79 31 31 1-- 7-Utilitv Closet 36 197 -36 197 726 20 9 9 1-- 8-Pwdr 22 9 0 9 79 2 0 0 1 -- 9 -Mud Room 60 203 -16 203 521 14 9 9 1 -- 10 -Master Bath 145 2,795 -97 2,795 3,242 88 124 124 2 -- 11 -Master Closet 80 192 -23 192 586 16 9 9 1 -- 12 -Hall 89 1,377 -46 1,377 2,621 71 61 61 1 -- 13 -Bed 2 212 3,381 -125 3,381 4,799 130 150 150 2 -- 14 -Bath 2 50 337 -16 337 598 16 15 15 1 -- 15 -Laundry 71 77 0 77 98 3 3 3 1-- 16-M Bedroom 286 5,287 -101 5,287 5.369 146 235 235 3 -- City of wheat Rid�r� r "r'drn9 Divisor G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads RJA AC\Elite Software Development, Inc. Hirschberq Residence Denver. 80205 Page Duct Size Preview Room or Duct Name :System Source �_ Minimurl Velocdy Maximum Velocity Rough.. Factor Design SP' L/10t) Loss Duct, Velocity Duct Htg € Length Flow Clg Act. Flow ,( J Duct 1 Supply Runouts Zone 1 1-Entry Built-In 0 750 0.01 0.1 290.9 73 40 40 1-- 2-Dininq Built-In 0 750 0.01 0.1 139.4 43 12 12 1-4 3-Livinq Room Built-In 0 750 0.01 0.1 358.6 132 141 141 2-- 4-Bath 3 Built-In 0 750 0.01 0.1 123.9 22 11 11 1-- 5-Bedroom 3 Built-In 0 750 0.01 0.1 382.3 144 150 150 2-- 6-Kitchen Built-In 0 750 0.01 0.1 351.7 79 31 31 1-- 7-Utility Closet Built-In 0 750 0.01 0.1 100.1 20 9 9 1-4 8-Pwdr Built-In 0 750 0.01 0.1 4.4 2 0 0 1-- 9-Mud Room Built-In 0 750 0.01 0.1 103.4 14 9 9 1-- 10-Master Bath Built-In 0 750 0.01 0.1 455.5 88 124 124 2-- 11-Master Closet Built-In 0 750 0.01 0.1 97.9 16 9 9 1-- 12-Hall Built-In 0 750 0.01 0.1 448.8 71 61 61 1--5 13-Bed 2 Built-In 0 750 0.01 0.1 382.7 130 150 150 2--6 14-Bath 2 Built-In 0 750 0.01 0.1 171.4 16 15 15 1-- 15-Laundry Built-In 0 750 0.01 0.1 39.3 3 3 3 1-- 16-M Bedroom Built-In 0 750 0.01 0.1 399 146 235 235 3-- Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 847.1 1,000 1,000 1,000 10x1 _Summary �� Svstem 1 Heatinq Flow: 1000 Coolinq Flow: 1000 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA Hirschberg Residence Denver CO 80205 Page S stem 1 - /Main Leve( - Psychrometric Chart -6 RC Room Condition OC Outdoor Condition LC Leaving Coil Condition ECC Entering Coil Condition SD Supply Duct Gain DTF Draw Through Fan Sensible Gain RD Return Duct Gain MIX Mixed Air Point RML Return Misc Latent ML Supply Misc Latent RMS Return Misc Sensible MS Supply Misc Sensible HRV Heat Recovery Ventilator One or more points or processes failed to be added to the chart: Zone process could not be added. Data out of range. 10 grilb Vtf -66 I em n. 7Ridge WhBuil G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA Hirschberq Residence Denver CO 80205 Pa-e 7 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3A-v-o: Glazing-Double pane low-e (e = 0.40), operable 398.3 14,565 0 15,556 15,556 window, vinyl frame, u-value 0.53, SHGC 0.56 11 E: Door-Wood - Solid Core With Wood Storm 84 1,295 0 535 535 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2450.7 10,990 0 2,440 2,440 cavity, no board insulation, siding finish, wood studs 12F-Osw: Part-Frame, R-21 insulation in 2 x 6 stud cavity, 157.8 307 0 205 205 no board insulation, siding finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 933 1,288 0 933 933 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 20R-30-t: Floor -Over open crawl space or garage, 1126 4,022 0 427 427 Radiant, R-30 blanket insulation, tile covering Subtotals for structure: 32,467 0 20,096 20,096 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 -1,248 1,777 528 Infiltration: Winter CFM: 69, Summer CFM: 35 4,326 -881 627 -254 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 3.58 gal/day ; 1,314 0 0 0 Total Building Load Totals: 38,107 -2,129 22,500 20,370 Check Figures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.486 Square ft. of Room Area: 2,059 Square ft. Per Ton: 1,213 Volume (ft'): 18,875 [_6uildinq Loads Total Heating Required Including Ventilation Air: 38,107 Btuh 38.107 MBH Total Sensible Gain: 22,500 Btuh 100 % Total Latent Gain: -2,129 Btuh 0 % Total Cooling Required Including Ventilation Air: 22,500 Btuh 1.87 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads �\\ Elite Software Development, Inc. RJA7 N Hirschberq Residence Denver CO 80205 °��....ii�l Page 8 Bur"tdtraq Pte Cart Floor 11 % Humidification 3% Infiltration 11 % Roof 3% Wall 30% Wall 13% Floor 2% Ductwork 3% Roof 5% Door 3% Door 3% Glass 38% Glass 75% City of Wheat Ridge G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac -Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA Hirschberq Residence Denver CO 80205 Page-9i System 1 Main Level Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3A-v-o: Glazing-Double pane low-e (e = 0.40), operable 398.3 14,565 0 15,556 15,556 window, vinyl frame, u-value 0.53, SHGC 0.56 11 E: Door-Wood - Solid Core With Wood Storm 84 1,295 0 535 535 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2450.7 10,990 0 2,440 2,440 cavity, no board insulation, siding finish, wood studs 12F-Osw: Part-Frame, R-21 insulation in 2 x 6 stud cavity, 157.8 307 0 205 205 no board insulation, siding finish, wood studs 16B-50: Roof/Ceiling-Under Attic with Insulation on Attic 933 1,288 0 933 933 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-50 insulation 20R-30-t: Floor -Over open crawl space or garage, 1126 4,022 0 427 427 Radiant, R-30 blanket insulation, tile covering Subtotals for structure: 32,467 0 20,096 20,096 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 -1,248 1,777 528 Infiltration: Winter CFM: 69, Summer CFM: 35 4,326 -881 627 -254 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Humidification (Winter) 3.58 gal/day : 1,314 _ 0 0 _0 System 1 Main Level Load Totals: 38,107 -2,129 22,500 20,370 Check Figures Supply CFM: 1,000 CFM Per Square ft.: 0.486 Square ft. of Room Area: 2,059 Square ft. Per Ton: 1,213 Volume (ft'): 18,875 FS-stern Loads Total Heating Required Including Ventilation Air: 38,107 Btuh 38.107 MBH Total Sensible Gain: 22,500 Btuh 100 % Total Latent Gain: -2,129 Btuh 0 % Total Cooling Required Including Ventilation Air: 22,500 Btuh 1.87 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA Hirschberq Residence Denver CO 80205 Page 10 Equipment Data - System , - Main Level Cooling Natural Gas Boiler System Type: Air Source Heat Pump Outdoor Model: MXZ-4C36NA Indoor Model: SLZ-KA09NA Outdoor Manufacturer: Mitsubishi Nominal Capacity: 35400 Adjusted Capacity: 35400 Efficiency: 19.2 SEER Heating System Type: Natural Gas Boiler Model: Prestige Solo 80 Manufacturer: Triangle Tube Description: Natural Gas Boiler Capacity: 80000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 95F, SOWB: 59F, WODB: 1 F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 22,500 Btuh, Lat. gain: -2,129 Btuh, Sen. loss: 38,107 Btuh, Entering clg. coil DB: (Error), Entering clg. coil WB: (Error), Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1242 CFM, Req. htg. airflow: 601 CFM City of Wheat Ridge f 3uildin / g Divi�.f' G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads RJAHirschberq 1U1 Elite Software Development, Inc. Residence Denver CO 80205 Page 11 Manual S Performance Data - System i - Main Level Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 22.500 Outdoor Wet Bulb: 59 Latent Gain: -2.129 Indoor Dry Bulb: 75 Total Gain: 20.370 Indoor RH: 50 Load SHR: 1.10 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 1 Sensible Loss: 38.107 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 1,000 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Air Source Heat Pump, Model: SLZ-KA09NA+MXZ-4C36NA, Nominal Capacity: 35.400, Manufacturer: Mitsubishi Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 22.500 0% Latent Capacity: 0.000 -2.129 0% Total Capacity: 35.400 20.370 174% Heating: Model Type: Natural Gas Boiler, Model: Prestige Solo 80, Nominal Capacity: 80.000, Manufacturer: Triangle Tube Results: Percent Load of Load Heating Capacity: 80.000 38.107 210% G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Q:\ ... AonooMAN JDS.rhA Wednesday, March O.2O10.3:OOP[N Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. C Denver. CO 80205 Page 12 FD-etailed Room Loads - Room I - Entry (Average Load Procedure) I General Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 111.0 sq.ft. Supply Air: 40 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 2.3 AC/hr Volume: 1,018 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 40 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 291 ft./min. Percent of Supply: 0 % Runout Air Velocity: 291 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.059 in.wg./l 00 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen CIg Lat Sen Descdption Quantity Value HTM Loss HTM Gain Gain Subtotals for Structure: 2,337 0 773 Room Totals: 2,675 -69 892 City of wheat Ridge ct'% DID ViSon Q:\ ... AonooMAN JDS.rhA Wednesday, March O.2O10.3:OOP[N G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads RJA C Elite Software Development, Inc. Hirschberg Residence Denver CO 80205 Page 13 Detailed Room Loads - Room 2 - Dining (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 211.0 sq.ft. Supply Air: 12 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 0.4 AC/hr Volume: 1,934 cu.ft. Req. Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 12 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 139 ft./min. Percent of Supply: 0 % Runout Air Velocity: 139 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.020 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Osw 15.7 X 9.2 143.6 0.065 4.5 644 1.0 0 143 Floor -20R-30 1_X 211 _ 211 0.038 3.6 754 0.4 0 _ 80 Subtotals for Structure: 1,398 0 223 Infil.: Win.: 3.2, Sum.: 1.6 144 1.400 201 0.202 -41 29 Ductwork: _ _ 0 _ _ 22_. Room Totals: 1,599 -41 274 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\—\AmooMANJDS.rhA Wednesday, March O.2O10.3:O0PK4 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ILJ'� Denver, CO 80205 Paae 14 Detailed Room Loads - Room 3 - Living Room (Average Load Procedure General Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 196.0 sq.ft. Supply Air: 141 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 4.7 AC/hr Volume: 1,797 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 70 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 359 ft./min. Percent of Supply: 0 % Runout Air Velocity: 359 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.069 in.wg./100 ft. Actual Summer Infil.: 3 CFM F't Area -U- Htg Sen Clg Lat Sen D Quantity Value HTM Loss HTM Gain Gain Subtotals for Structure: 4,518 0 2,867 Room Totals: 4,869 -71 3,168 G:\—\AmooMANJDS.rhA Wednesday, March O.2O10.3:O0PK4 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads RJA Elite Software Development, Inc. Hirschberq Residence Denver, CO 802 Page 15 Detailed Room Loads - Room 4 - Bath 3 Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 69.0 sq.ft. Supply Air: 11 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 1.0 AC/hr Volume: 633 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 11 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 124 ft./min. Percent of Supply: 0 % Runout Air Velocity: 124 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.016 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Descri tion Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Osw 6.8 X 9.2 56.6 0.065 4.5 254 1.0 0 56 N -GIs-3A-v-o shgc-0.56 100%S 6 0.530 36.6 219 21.5 0 129 Floor -20R-30 1 X 69 69 0.038 3.6 246 0.4 0 26 Subtotals for Structure: 719 0 211 Infil.: Win.: 1.4, Sum.: 0.7 63 1.405 88 0.208 -18 13 Ductwork: 0 19 Room Totals: 807 -18 243 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM 0:\ ... \AmeaMAN JOS.rhQ Wednesday, March 0.2O10.3:OOPK8 FRhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ILP Denver. CO 80205 Page 16 Detailed Room Loads - Room 5 - Bedroom 3 (Average Load Procedure) General Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 204.0 sq.ft. Supply Air: 150 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 4.8 AC/hr Volume: 1,870 cu.ft. Req. Vent. C1g: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 75 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 382 ft./min. Percent of Supply: 0 % Runout Air Velocity: 382 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.078 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain Floor -20R-30 I X 204 204 3.6 729 0.4. 0 78 Subtotals for Structure: 4,690 0 3,023 Room Totals: 5,297 -124 3,378 0:\ ... \AmeaMAN JOS.rhQ Wednesday, March 0.2O10.3:OOPK8 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial RJA HVAC Loads Elite Software Development, Inc. Hirschberq Residence Denver CO 80205 Page 17 LCicri{cd i XGG,ir Leads - XUU111 S - \10,11UI •, jr-1verage Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 217.0 sq.ft. Supply Air: 31 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 0.9 AC/hr Volume: 1,989 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 31 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 352 ft./min. Percent of Supply: 0 % Runout Air Velocity: 352 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.118 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-12F-Osw 8 X 9.2 52.3 0.065 4.5 235 1.0 0 52 S -Wall-12F-Osw 22 X 9.2 201.7 0.065 4.5 905 1.0 0 201 W -Part-20°/30°-12F-Osw 7.5 X 9.2 68.8 0.065 2.0 134 1.3 0 89 E-Door-11 E 3 X 7 21 0.260 17.9 377 6.8 0 142 Floor-20R-30 1 X 217 217 0.038 3.6 775 0.4 0 ......... 82 Subtotals for Structure: 2,426 0 566 Infil.: Win.: 7.7, Sum.: 3.8 344 1.399 481 0.204 -98 70 Ductwork: _ -- 0 _ 55 Room Totals: 2,907 -98 691 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\')AmemMAN JOS.rh0 Wednesday, March O.2O1Q.3:OOPK8 Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. ILV Denver, CO 80205 Pacie 18 Detailed Room Loads - Room 7 - Utility Closet (Average Load Procedure) General Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 36.0 sq.ft. Supply Air: 9 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 1.6 AC/hr Volume: 330 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 9 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 100 ft./min. Percent of Supply: 0 % Runout Air Velocity: 100 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.011 in.wg./l 00 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain Floor -20R-30 1 X 36 36 0.038 3.6 129 0.4 0 14 Subtotals for Structure: 551 0 156 Ductwork: 0 16 Room Totals: 726 -36 197 G:\')AmemMAN JOS.rh0 Wednesday, March O.2O1Q.3:OOPK8 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads � RJA Elite Software Development, Inc. Hirschberq Residence Denver CO 80205 Page 19 Detailed Room Loads - Room S - Pwdr (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 22.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 0.1 AC/hr Volume: 202 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 4 ft./min. Percent of Supply: 0 % Runout Air Velocity: 4 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain Floor -20R-30 1 X 22 22 0.038 3.6 79 0.4 0 8 Subtotals for Structure: 79 0 8 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: _ _ 0 1 Room Totals: 79 0 9 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM [R�hvac'- 'R'esi.d"en1lal & �Liighl �Comme`rcial HV�ACLoads Elite Software Development, Inc. Subtotals for Structure: 444 O 176 |n5LVWn.:12.Sum.:0.8 55 1.400 77 0.200 '16 11 Ductwork: � � � � O16 Room Totals: 521 -16 203 C" I I General Calculation Mode: Htg.&dg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/e Zone Number: 1 Area: 00.0 oq.0. Supply Air: 0 CFM Ceiling Height: 92 ft. Supply Air Changes: 1.0 AC/hr Volume: 550 oujt Req. Vent. Clg: O CFM Number ofRegisters: 1 Actual Winter Vort.: 0 CFM Runout Air: 0 CFM Percent ofSupp|y.: O % Runout Duct Size: 4 in. Actual Summer Vent.: O CFM Runout Air Velocity: 103 ft./min. Percent ofSupply: O % Runout Air Velocity: 103 ft./min. Actual Winter |nfiL 1 CFM Actual Loss: 0.011 inmg./100M. Actual Summor|nfiL 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S'Door-11E3X7 21 0.200 7.8 104 5.2 O 100 Floor -20R-30 1 X 60 60 0.038 3.6 214 0.4 0 23 Subtotals for Structure: 444 O 176 |n5LVWn.:12.Sum.:0.8 55 1.400 77 0.200 '16 11 Ductwork: � � � � O16 Room Totals: 521 -16 203 C" I G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads RJA Denver, CO 80205 C Elite Software Development, Inc. Hirschberq Residence Page 21 Detailed Room Loads - Room 10 - Master Bath (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 145.0 sq.ft. Supply Air: 124 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 5.6 AC/hr Volume: 1,329 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 62 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 455 ft./min. Percent of Supply: 0 % Runout Air Velocity: 455 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.143 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Osw 9 X 9.2 82.5 0.065 4.5 370 1.0 0 82 W -Wall-12F-Osw 16.2 X 9.2 115.9 0.065 4.5 520 1.0 0 115 S -Wall-12F-Osw 12 X 9.2 110 0.065 4.5 493 1.0 0 109 W -GIs-3A-v-o shgc-0.56 0%S (2) 32.3 0.530 36.6 1,182 63.5 0 2,054 UP-Cei1-1613-50 145 X 1 145 0.020 1.4 _200 1_.0 __ 0_ 145._ Subtotals for Structure: 2,765 0 2,505 Infil.: Win.: 7.6, Sum.: 3.8 341 1.400 477 0.203 -97 69 Ductwork: O _ . 221 Room Totals: 3,242 -97 2,795 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\—V\meaK8ANJDS.Mh0 Wednesday, March 0.2O10.3:06PyN Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. IV Denver, CO 80205 Paae22 Detailed Room Loads - Room I I - Master Closet LAverage Load Procedure) General Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 80.0 sq.ft. Supply Air: 9 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 0.7 AC/hr Volume: 733 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 9 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 98 ft./min. Percent of Supply: 0 % Runout Air Velocity: 98 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.010 in.wg./l 00 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain Subtotals for Structure: 473 0 161 Room Totals: 586 -23 192 VIP 71401 G:\—V\meaK8ANJDS.Mh0 Wednesday, March 0.2O10.3:06PyN G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA Hirschberq Residence Denver, 80205 Page 23 Detailed Room Loads - Room 12 - Hall (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 89.0 sq.ft. Supply Air: 61 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 4.5 AC/hr Volume: 816 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 61 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 449 ft./min. Percent of Supply: 0 % Runout Air Velocity: 449 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.138 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Cig Lat Sen Descri tion 02uantit Value HTM Loss HTM Gain Gain N -Wall-12F-Osw 17.8 X 9.2 114.7 0.065 4.5 514 1.0 0 114 N -GIs-3A-v-o shgc-0.56 100%S (4) 48 0.530 36.6 1,756 21.5 0 1,032 UP-Ceil-1613-50 89 X 1 89 0.020 1.4 123 1.0 0 89 Subtotals for Structure: 2,393 0 1,235 Infil.: Win.: 3.6, Sum.: 1.8 163 1.401 228 0.203 -46 33 Ductwork: 0 109 Room Totals: 2,621 -46 1,377 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA C Hirschberg Residence :. Denver CO 80205 Page 24 Detailed Roam Loads - Room 13 - Bed 2 (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 212.0 sq.ft. Supply Air: 150 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 4.6 AC/hr Volume: 1,943 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 75 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 383 ft./min. Percent of Supply: 0 % Runout Air Velocity: 383 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.079 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12F-Osw 18.5 X 9.2 145.6 0.065 4.5 653 1.0 0 145 E -Wall-12F-Osw 16.2 X 9.2 124.2 0.065 4.5 557 1.0 0 124 S -Wall-12F-Osw 13.2 X 9.2 108.7 0.065 4.5 488 1.0 0 108 N -GIs-3A-v-o shgc-0.56 100%S (2) 24 0.530 36.6 878 21.5 0 516 E -GIs-3A-v-o shgc-0.56 0%S (2) 24 0.530 36.6 878 63.6 0 1,526 S -GIs-3A-v-o shgc-0.56 0%S (2) 12 0.530 36.6 438 32.8 0 394 UP-Ceil-16B-50 212 X 1 212 0.020 1.4 293 1.0 0 212 Subtotals for Structure: 4,185 0 3,025 Infil.: Win.: 9.8, Sum.: 4.9 438 1.400 614 0.203 -125 89 Ductwork: 0 267 Room Totals: 4,799 -125 3,381 ilt, lio e ` G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads RJAHirschberq IV Elite Software Development, Inc. Residence Denver CO80205 Page 25 Detailed Room Loads - Room 14 - Bath 2 (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 50.0 sq.ft. Supply Air: 15 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 2.0 AC/hr Volume: 458 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 15 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 171 ft./min. Percent of Supply: 0 % Runout Air Velocity: 171 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.029 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Wall-12F-Osw 6.2 X 9.2 51.3 0.065 4.5 230 1.0 0 51 S -GIs-3A-v-o shgc-0.56 0%S 6 0.530 36.6 219 32.8 0 197 UP-Ceil-1613-50 50 X 1 50 0.020 1.4 69 1.0 0 50 Subtotals for Structure: 518 0 298 Infil.: Win.: 1.3, Sum.: 0.6 57 1.396 80 0.209 -16 12 Ductwork: 0 27 Room Totals: 598 -16 337 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Q:\ ... AoneoMAN JDS.rh0 Wednesday, March 6.2O1Q.3:O0P[N Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Denver, CO 80205 Pacie 26 Detailed Room Loads - Room 15 - Laundr verage Load Procedure) I General Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 71.0 sq.ft. Supply Air: 3 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 0.3 AC/hr Volume: 651 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 3 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 39 ft./min. Percent of Supply: 0 % Runout Air Velocity: 39 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.002 in.wg./100 ft. Actual Summer Infil.: 0 CFM Description Quantity Value HTM Loss HTM Gain Gain Subtotals for Structure: 98 0 71 Room Totals: 98 0 77 01) Q:\ ... AoneoMAN JDS.rh0 Wednesday, March 6.2O1Q.3:O0P[N G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA C Hirschberq Residence Denver, CO 80205 Page 27 Detailed Room Loads - Room 16 - M Bedroom (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 286.0 sq.ft. Supply Air: 235 CFM Ceiling Height: 9.2 ft. Supply Air Changes: 5.4 AC/hr Volume: 2,622 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 399 ft./min. Percent of Supply: 0 % Runout Air Velocity: 399 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.085 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain W -Wall-12F-Osw 8 X 9.2 67.3 0.065 4.5 302 1.0 0 67 S -Wall-12F-Osw 22.7 X 9.2 159.8 0.065 4.5 717 1.0 0 159 E -Wall-12F-Osw 8 X 9.2 37.3 0.065 4.5 167 1.0 0 37 W -GIs-3A-v-o shgc-0.56 0%S 6 0.530 36.6 219 63.5 0 381 S -GIs-3A-v-o shgc-0.56 0%S (4) 48 0.530 36.6 1,756 32.9 0 1,580 E -GIs-3A-v-o shgc-0.56 0%S 36 0.530 36.6 1,317 63.6 0 2,288 UP-Ceil-166-50 286 X 1 _ 286 0.020 1.4 395 _ 1.0 0_ 286 Subtotals for Structure: 4,873 0 4,798 Infil.: Win.: 7.9, Sum.: 4.0 354 1.399 496 0.203 -101 72 Ductwork: _ _ 0 _ 417 Room Totals: 5,369 -101 5,287 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac -Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJAHirschberq Residence I Denver, CO 80205 ��33/l Page 28 S stem i Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Entry 111 2,675 44 1-5 291 892 -69 49 40 2 Dining 211 1,599 26 1-4 139 274 -41 15 12 3 Living Room 196 4,869 80 2-6 359 3,168 -71 175 141 4 Bath 3 69 807 13 1-4 124 243 -18 13 11 5 Bedroom 3 204 5,297 87 2-6 382 3,378 -124 186 150 6 Kitchen 217 2,907 47 1-4 352 691 -98 38 31 7 Utility Closet 36 726 12 1-4 100 197 -36 11 9 8 Pwdr 22 79 1 1-4 4 9 0 0 0 9 Mud Room 60 521 9 1-4 103 203 -16 11 9 10 Master Bath 145 3,242 53 2-5 455 2,795 -97 154 124 11 Master Closet 80 586 10 1-4 98 192 -23 11 9 12 Hall 89 2,621 43 1-5 449 1,377 -46 76 61 13 Bed 2 212 4,799 78 2-6 383 3,381 -125 187 150 14 Bath 2 50 598 10 1-4 171 337 -16 19 15 15 Laundry 71 98 2 1-4 39 77 0 4 3 16 M -Bedroom _286 5,369 88 __ _ 376 399 5 287__ -101 _ 292....... 235_ Humidification 1,314 Duct Latent -559 Return Duct 0 0 -689 System 1 total 2,059 38,107 601 _ 22,500 _ _ -2,129 1,242 1,000 _ System 1 Main Trunk Size. 10x17 in. Velocity: 847 ft./min Loss per 100 ft.: 0.099 in.wg Fcooling system summary 7:1 Cooling Sensible/Latent Sensible Latent Total Tons split Btuh Btuh Btuh Net Required: 1.87 110%/-10% 22,500 -2,129 22,500 Actual: 2.95 35,400 Equipment Data Type: Heating System Natural Gas Boiler Cooling System Air Source Heat Pump Model: Prestige Solo 80 MXZ-4C36NA Indoor Model: SLZ-KA09NA Brand: Description: Natural Gas Boiler Efficiency: 95 AFUE 19.2 SEER Sound: 0 0 Capacity: 80000 Btuh 35400 Btuh Adjusted Capacity: n/a 35,400 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 95F, SOWB: 59F, WODB: 1F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 22,500 Btuh, Lat. gain: -2,129 Btuh, Sen. loss: 38,107 Btuh, Entering clg. coil DB: (Error), Entering clg. coil WB: (Error), Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1242 CFM, Req. htg. airflow: 601 CFM of Ri�y9e on G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. RJA Hirschberq Residence Denver CO 80205 Pa e2 Building Rotation Duct Sizes _ Direction Front door Faces __-.. Room or .1!y _ NW N NE E _-. &L.. ! Max Duct Duct Name Htg Clg Htg Cig Htg Cig Htg ; Clg Htg Cig Htg I Cig Htg I Cig Htg Cig Size Flow Flow Flow,.', Flow_ Flow_ Flow Flow Flow_ Flow ' Flow -. Flow Flow Flow.;_, Flow Flow Flow dry Svstem 1 Supply Runouts Zone 1 1 -Entry 73 40 73 49 73 60 73 56 73 51 73 57 73 61 73 50 1--5 2-Dininq 43 12 43 10 43 10 43 10 43 12 43 10 43 10 43 10 1--4 3-Livinq Room 132 141 132 186 132 214 132 169 132 111 132 171 1 132 218 132 189 2--7 4 -Bath 3 22 11 22 14 22 18 22 17 22 14 22 17 22 18 22 15 1--4 5 -Bedroom 3 144 150 144 139 144 128 144 135 144 144 144 129 144 120 144 1331 2--6 6 -Kitchen 79 31 79 25 79 24 79 25 79 32 79 26 79 25 79 25 1--4 7 -Utility Closet 20 9 20 7 20 7 20 7 20 9 20 7 20 7 20 7 1-4 8-Pwdr 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 1--4 9 -Mud Room 14 9 14 7 14 7 14 7 14 9 14 8 14 7 14 7 1- -4 10 -Master Bath 1 88 124 88 78 88 46 88 80 88 128 88 92 88 61 88 9 1 2--5 11 -Master Closet 16 9 16 7 167 16 7 16 9 16 7 16 7 16 7 1--4 12 -Hall 71 61 71 95 71 125 71 114 71 90 71 115 71 128 71 97 2--5 13 -Bed 2 130 1151 50 136 146 116 30 119 1 116 115 116 30 162 116 30 148 146 116 30 119 30 1 116 14 -Bath 2 16 1-4 16-M Bedroom 146 235 146 2141 146 190 146 2011 146 2141 146 1941 146 1801 146 2071 3-6 Other Ducts in System 1 Supply Main Trunk 1,000 1,000 1,000 1 1.000 1,000 1 1,000 1,000 1 1,000 1,000 1 1,000 1,000 1,000 1,000 1 1,000 1,000 1 1,000 10x17 1 Blda. High Dir.: North Sensible Gain: 28,089 Latent Gain: -2,115 Summary Svstem 1 Heatinq Flow: 1000 Coolinq Flow: 1000 G:\ ...\Ames MAN JDS.rh9 Wednesday, March 6, 2019, 3:06 PM �., Cad�+rG Coraxzres cta,r.,� Contractor Mechanical License # Building Plan # County, Town, Municipality, Jurisdiction Header Information Home Address (Street or Lot#, Block, Subdivision) REQUIRED ATTACHMENTS' Manual J1 Form (and supporting worksheets): or MJ1AE Form' (and supporting worksheets): OEM performance data (heating, cooling, blower): Manual D Friction Rate Worksheet: Duct distribution system sketch: Form RIPER 1.01 8 Mar 10 ATTACHED Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Builriinn lonstrunnn Information Winter Design Conditions Building Outdoor temperature of Orientation (Front door faces) North, East, West, South, Northeast, Northwest, Southeast, Southwest Indoor temperature oF Number of bedrooms Total heat loss Btu/h Summer Design Conditions Conditioned floor area Sq Ft Outdoor temperature of Number of occupants Indoor temperature of Windows Roof Grains difference 0 Gr @ % Rh Eave overhang depth Ft Sensible heat gain Btu/h <— Internal shade Eave Latent heat gain Btu/h Blinds, drapes, etc Depth Window Total heat gain Btu/h Number of skylights EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Furnace, Heat pump, Boiler, etc. Air Conditioner, Heat pump, etc Heating CFM CFM Model Model Cooling CFM CFM Heating output capacity Btu/h Sensible cooling capacity Btu/h Heat pumps - capacity at winter design outdoor conditions Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity Btu/h HVAC DUCT DISTRIBUTION•1 Design airflow CFM Longest supply duct: Ft Duct Materials Used (circle) Trunk Duct: Duct board, Flex, Sheet metal, External Static Pressure (ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses (CPL) IWC Total Effective Length (TEL) Ft Branch Duct: Duct board, Flex, Sheet metal, Available Static Pressure (ASP) IWC Friction Rate: IWC Lined sheet metal, Other (specify) ASP = ESP - CPL Contractor's Printed Name Contractor's Signature Friction Rate = (ASP x 100) + TEL Date The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors, see list on page 2 of instructions. If abridged version of Manual J is used for load calculation, then verify residence meets requirements, see Abridged Edition Checklist on page 13 of Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. Alax�.,. . ACCK,, Arca dtmrg CaAadcxscrAnrxi Contractor Mechanical License # Building Plan # County, Town, Municipality, Jurisdiction Header Information REQUIRED ATTACHMENTS' Manual A Form (and supporting worksheets): or MJ1AE Forme (and supporting worksheets): OEM performance data (heating, cooling, blower): Manual D Friction Rate Worksheet: Duct distribution system sketch: Form RPER 1.01 8 Mar 10 ATTACHED Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Home Address (Street or Lot#, Block, Subdivision) LOAD CALCULATION1 • Design Conditions Bttilrfinn_C_Dnstruntion Information Winter Design Conditions Building Outdoor temperature °F Orientation (Front door faces) °F North, East, West, South, Northeast, Northwest, Southeast, Southwest Indoor temperature Number of bedrooms Total heat loss Btu/h Conditioned floor area Sq Ft Summer Design Conditions Outdoor temperature °F Number of occupants Indoor temperature °F Windows Roof Grains difference L Gr @ % Rh Eave overhang depth Ft Sensible heat gain Btu/h Internal shade Eave Latent heat gain Btu/h Blinds, drapes, etc Depth Window Total heat gain Btu/h Number of skylights HVAC EQUIPMENT SELECTION Blower Data H atina Equipment Data Equipment type C'oolina Equipment Equipment type Data Heating CFM CFM Furnace, Heat pump, Boiler, etc. Air Conditioner, Heat pump, etc Model Model Heating output capacity Btu/h Sensible cooling capacity Btu/h Heat pumps - capacity at winter design outdoor conditions Latent cooling capacity Btu/h Cooling CFM CFM Auxiliary heat output capacity Btu/h Total cooling capacity Btu/h DISTRIBUTIONHVAC DUCT •1 Design airflow CFM Longest supply duct: Ft Duct Materials Used (circle) Trunk Duct: Duct board, Flex, Sheet metal, External Static Pressure (ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses (CPL) IWC Total Effective Length (TEL) Ft Branch Duct: Duct board, Flex, Sheet metal, Available Static Pressure (ASP) IWC Friction Rate: IWC Lined sheet metal, Other (specify) ASP = ESP - CPL Contractor's Printed Name Contractor's Signature Friction Rate = (ASP x 100) a TEL Date Reserved for use by County, Town, Municipality, or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors, see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation, then verify residence meets requirements, see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: SrX - Of~ts7lrr.aiv o~ ~FJiaici Job Address: Cy f' gas s 7 Permit Number: cab ra 9YS ? 1Mi0'Rb+l,'i7 ❑ No one available for inspection: Time ,'fo AM/PM Re-Inspection required: Yes v-- "When corrections have been made, call for re-inspection at 303-234-5933 Date: . ,Inspector: DO NOT REMOVE THIS NOTICE Joseph G. L. Smith 9999 Arthur Lane Highlands Ranch, CO 303 683 7730 i elinwoodsmith@hotmail. com January 19, 2009 Demolition Permit Extension Permit No: 080958, Issued 08/21/2008 2648 Ames St Dear Sir, I request up to a six months extension to complete the demolition of the house at 2648 Ames St. The house has been removed; and I still need to remove some concrete slabs and the bottom row of foundation blocks embedded in concrete, then fill. It would be better on me if it could be completed in warmer weather. Due to weather, out of town travel, and current funds, I need a little more time to complete the transformation. The lot has been cleaned with the exception of some building material which will be disposed of upon completion of a shed. I will be out of town until the end of January, but calls will be forwarded to my cell phone. I will also check my email account.. Thank you for your excellent support. 1 KVV ,1ol of City of Wheat Ridge Residential Demolti PERMIT 080958 PERMIT NO: 080958 .ISSUED:. 08/21/2008 'JOB ADDRESS: 2648 AMES ST - -EXPIRES: 02/17/2009 . DESCRIPTION:.Demo house. - , * * * CONTACTS * - owner -303./683-7730 Joseph Smith - PARCEL -INFO ZONE CODE : UA - - USE : UA SUBDIVISION: 0526 BLOCK/LOT#: 0/ - ESTIMATED PROJECT VALUATION: .00 FEE :SUMMARY FEES Demolition Fee - 50.00- TOTAL" 50.00 Conditions: 8/15/08: Obtained Colorado Dept. of Public: Health and Environment "Demolition Approval Notice" I hereby certi.f'y, that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations OE 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 the Wheat Ridge Building Code (T--.B.C) and all other applicable Wheat Ridge ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date - 1. This permit was issued in accordancewith the provisions set forth in your application and is subject rso the laws of the State Of Colorado and to the Zoning Regulations' and Building Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit.shall expire 180 days from the issue date.. Requests. for an'exteneion must be received prior to expiration date. An extension May be granted at the discretion of, the Building Official. 3. If this permit expires,- a new permit may be acquired for a fee of one-half the amount normally required, provided no changea have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one I(1) year. If changes have been or if-suspension or abandonment exceeds one Q) year, full fees shall be paid fora new permit 4 .NO;work of -anly manner, shat; be done that will change t,h@~natural flew of water causing a drainage problem. 9• Contraotbr shall notify:,the Building inspector twenty-four {24) .hlsus in advent wr;ttea aPPxGVaI on=ixiepection card be tore Pzocaeding 41t3i ggaeessVa phases 'oE a., The issuance:of R- it or the. approval of drawings. ld specifications. shall r _ Akippro~a 'o , a violation of -the provisions of the building codes or any of AS7. pian publeeE to field inspections. gignatgre o }ef Building official .`date CITY OF WHEAT RIDGE IpYSP8CTI0N YtSQU88T HIP7lgs G3U3)234-5333 ]WI-I,DI&O OFFICE: 90%21!08 3;t9 Gig ed4h REQUPSTS'MUST BE MADE $Y 3PM ANY BLISIm L?AY FOR INSPECTIOI Joseph Smith RECEIPT HNCDBK8644 WORT HPRD Demo housO. 56.60 989559 58.80 Demolition Fee PAIMENT RECEIVED RMt1UNT 56.99 CA TOTAL 59.09 " 1 City of Wheat Ridge / Res. Add Structure PERMIT - 081159 PERMIT NO: 081 159 ISSUED: 10/06/2008 JOB ADDRESS: 264 8 AMES ST EXPIRES: 04/04/2009 DESCRIPTION: 10' x 12' storage shed CONTACTS owner 303/683-7730 Joseph Smith PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: 0528 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 100.00 FEES Permit Fee 30.55 Plan Review Fee 1.21 Total Valuation .00 ~D~jdC1~0 Use Tax 1.00 TOTAL 32.76 Conditions: Note: Owner/Contractor is responsible for locating proeprty 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. 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 measurement s wn, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicatio and hat I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicabl Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature o contractor/owner date 1. This ermit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee. of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subj t field inspections. Signature of Chief Bui ing ficial - date INSPECTION REQ ST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 4NH '~rCity of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-235-2857 Inspection Line: 303-234-5933 COR BuildingPermit Application Property Address: _2 & 4 < S . Property Owner (please print) Jee r Mailing Address: (if different than property address) Address: City, State, Zip:: / r r h14-A 12 e~ e s(i 683 R X25 --77;Z39_ Contractor: ~A + Contractor License Plumbing City License* Company Sub Contractors: Electrical City License Company: Exp. Date: Exp. Date: Phone: IC~ M echanical City License Company: Exp. Date: Use of space (description): Description of work: /C 'X ia' Sq. Ft./L.Ft added: Squares Construction Value:- $ . ~U (as calculated per the Building aluation ) Plan Review (due at time of submitt I). $ " BTU's Gallons Amps 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: r(OWNER) (CONTRACTOR or _PERSONAL REP SE TATIVE of (OWNER) (CONTRATOR) PRINT NAME: L- < SIGNATURE: Date:/ ~ O DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: It lL ' ~ryry}ti (rgtf pM~t vN~lr/ Reviewer: N . Altt/)t 114 ~rAQ Irj ~0 c1Mj "C "r 8' jo hellild a 0"rdeull,f of a#OT. PUBLIC WORKS COMMENTS: Reviewer: 0-7 BUILDING DEPARTMENT COMMENTS: ~~1f ~C~~L CCUPANCY: v Reviewer. 0~f (r~~ - - - - - Q~ 71,11/64, J _ w-c3ca Date: l p b C Plan TS Permit NO I~~ Phone: FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved L b no review required DATE 01/23/2008 FEE 125,00 J0139 08-38 RAPOW CLIENT REMAX NW ADDRESS 2648 AMES STREET L A N D S U R V E Y 1 N G 5460 WARD ROAD - SUITE 160 NAME SMITE ARVADA, COLORADO 80002 (303) 4204788 - IMPROVEMENT LOCATION CERTIFICATE LEGAL DESCRIPTION Attn: MATT M. wer+euex0 OT 15 EXCEPT THE SOUTH SO FEET THEREOF, WHITCHURCH SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO Now., SarMisBwdmExisftP wuiw IJ es.- T Anlm)kow mtSmvq PWI&Rmmmeoded. Scale: V--301 LOT 14 i3 Ow Story Frame ^„1 6.5'x Iff 0 Alum Shed - 28.0----~ 52.0 Cow. Portion of Lot 15 q c,.D*m Coot/Carport 5' Ememyen~t - (Plot) _ IJ71 /0 x r~1-1 ExcapW PortionofLO 15 (Leypl) LOT 16 City of Wheatridge COMMUNITY DEVELOPMENT Building Inspection Division General Storage Shed Notes A review of your submittal documents for City of Wheat Ridge Plan #08-0373 for a storage shed at 2648 Ames Street, Wheat Ridge, CO, 80033 was conducted and approved subject to the following: 1. All work shall comply with: 2003 International Residential Code 2005 National Electrical Code City of Wheat Ridge Municipal Code Manufacturer's specifications and installation guidelines 2. Sheds 200sf and larger are required to be installed on an approved foundation system. 3. All wood that is less than 6 inches above grade shall be decay-resistant or preservative-treated. 4. Walls shall be constructed using minimum 2" x 4" studs at a maximum of 24 inches on center, with single sole plates and double top-plates that interlock at corners. 5. Roof trusses or rafters shall be protected against uplift by use of a minimum of one H2.5 clip per connection. 6. Roof shingles shall be attached with 6-nails per shingle 7. All work is subject to field inspection and approval. The identified project is hereby APPROVED subject to compliance with the above requirements and all field inspections. Cordially, John C. Schumacher, Jr., CBO Chief Building Official City of Wheat Ridge Building Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office (303) 235-2853 Fax (303) 235-2857 City of Wheat Ridge Community Development Department Memorandum TO: Accounting Department FROM: Melissa Mackey, Building Division SUBJECT: Refund for Permit DATE: August 21st, 2008 Reason: Decided to demo whole house instead of upgrading. 2648 Ames St Permit #080276. Please refund: Contractors License$ 100% permit fee: $235.70 100% plan review $ 100% use tax: $180.00 (acct 01-510-00-513) (acct 01-510-00-516) (acct 01-550-05-551) (acct 01-500-02-505) Total: $415.70 TO: Joseph Smith 9999 Arthur Lane Highlands Ranch CO 80130 Thank You! H~H~ Permit Technician ~u~ ~ City of Wheat Ridge Residential Demoliti PERMIT - 080958 080958 2648 AMES ST Demo house. ISSUED, EXPIRES, 08/21/2008 02/17/2009 *** CONTACTS *** 303/683-7730 Joseph Smith '. PARCEL INFO ONE CODE, PBDIVISION, ** UA 0528 USE, BLOCK/LOT#, UA 0/ t FEE SUMMARY ** ESTIMATED FEES 50.00 50.00 "m:}~iID .00 ;Demoli tion Fee ** TOTAL ** .ondi tions : jlSj08: Obtained Colorado Dept. of Public Health and Environment "Demolition .pproval Notice" hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable rdinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all asurements shown, and allegations made are accurate; that r have read and agree to abide by all conditions printed on this pplication and that r assume full responsibility for compliance with the Wheat Ridge Building Code (r.B.C) and all other pplicabl e Ordinances, for work under this permit. Plans subject to field inspection. date This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall_be done that will change the-natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any ation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is to field inspections. date ~SPECTIO~ Ri QUEST LI~E: (303)234-5933 BUILDING OFFICE, (303}235-2855 EQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Date: Plan#: Permit #: Building Permit Application Property Address: ?~(J4g A-~~ Property Owner (please print): ---s:;,~f\ 5".,,-JIl.. Mailing Address: (if different than property address) Phone: '0 Z, - &;9, ? -1710 Address: q"'l."\"\ A.1\"r City, State, Zip: l,.L3~)arJ< )elf' I..."..-e. e~l'J.. ~OI:Sb Contractor: Contractor License #: Phone: Sub Contractors: Electrical City License #: Company: Plumbing City License #: Company Mechanical City License #: Company: Exp. Date: Approval: Exp. Date: Approval: Exp. Date: Approval: Use of space (description): Description of work: D~,..,o hcuSe. Construction Value: $ (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Sq. Fl.!L. Ft added: Squares BTU's Gallons Amps 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this pennit. Plans subject to field inspection. CIRLCE ONE:: PRINT NAME: or PERSONAL REPRES SIGNATURE: R) (CONTRATOR) Date: <::? /'12 lar? . " DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: FIRE DEPARTMENT:: D approved wi comments 0 disapproved 0 no review required I Bldg Valuation: $ OCCUPANCY: Colorado Department of Public Health and Environment Air Pollution Control Division - Indoor Environment Program - AsbestosflAQ Air Unit 4300 Cherry Creek Drive South, APCD-IE-B1 Denver, Colorado 80246-1530 Phone: 303-692-3100 - Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLITION APPROVAL NOTICE This approval notice is granteg subject to Colorado Air Quality Control Commission Regulation No.8, Part B, adopted DecelTIber 21,2007, and effective January 30, 2008 and the Colorado Air Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies that the structure was inspected for asbestos, luminous exit signs (containing radioactive material), and Ozone-Depleting Refrigerants and the gemolition contractor has properly notified the Colorado Department of Public Health and Environment pursuant to Regulation No, 8, Part B. As a contractor, you maybe subJect to other demolition licenses and permits, depending on the requirements of the COUf\ty and mUf\ic,ipality in which the work is being performed. The Colorado Department of Public Hea.lth and Environment, Air Pollution Control Division, strongly suggests that you check with county and municipal authorities in order to determine any other local building/permitting requirements that must be met. Please note that certain asbestos"containing materials (ACM) may remain in the structure during demolition. Therefore, aity>dllluolition debris left behind after the completion of post- demolition site cleanup may constitufea"reason to know of asbestos-contaminated soil" at the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR 1007-2, Part 1). THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES. Immediately notify the Asbestos/IAQ Unit of project modifications by fax (number above) or e-mail (address above) and the appropriate county health department by fax. Project modifications include changes in the scope of work or the scheduled work dates, etc. This demolition approval notice is valid beginning 8/20/2008. The actual scheduled work dates are from 8/20/2008 through 8/31/2008, Approval issued on: 8/15/2008 Record number: 63555 Notice Number: 08JE3011D Fee Paid: $55,00 Check number: 162 For the location specified below: Single Family Home Asbestos Building Inspector: Ryan A Passarelli Cerification No.: 13393 2648 Ames St. Wheat Ridge Jefferson County This notice has been issued to: Joseph Smith 9999 Arther Lane Highlands Ranch, CO 80130 Inspection Date: 08/07/2008 "" PERMIT NO: JOB ADDRESS, DESCRIPTION: ,City:.t~~t Ridge , i ' Res. Mi$cellaneous PERMIT.. 080276. 'I ! 276 $ AMES ST :.;ade, pl\1!1lb. Ii siding" hot 08 2 Up elect, roof, ISSUED' EXPIRES, tankless 03/2ll/2008. 09/24/2008 >late:.; htr '\'+'" *** CONTACT .***. OWNER 20,2/46 ,7116 JO!leph Smith I ** PARCEl" INFO ZONE COD6: SUBDIVISION, . UA 05:18 US6: BLOCK/LOT#: UA 0/ .. FEE SuMMARy ~ ESTIMATED FEES 235'.70 .00' 180.00 415.70 PROJECT VALUATION: 10,000.00 Permi t Fee Total Valuati Use Tax ** "TOTAL** ~. Conditions: KS: sUbject to iel? insp. ~st comply with 2003 irc and 2005 nec ! t;,he:SI!:t:~_~kd,1i1t4nces pro~s~ by this permit application are accurate, and dO not violateapplic'able Jte:guJ;ationsof th' City of Wheat Ridge or covenants, easements or restrict;ions ofrecord;dl.at:-all, onS. ma4e are accurate; that I have read and agree to abide by all eonditionsprinted.on. 'thiS 11 responsibility for compHance with the Wheat Ridge Building Code (I.B.C) and all other _ ti)r !workunder this pe "it. Plans sub'ject to' field inspection. dae .. i Thispe:r;ln'it. was ~s.u~ 'iri ace,6i~c~ with the provisioris set forth in your applicatidn and is subjeetto the laws' of the St1ilte, ()f'1:o1qr~ "~, .,tc:t tl)f!!., Zori~;rlg! Regulations and, Building Codes of Wheat Ridge, Colorado or any 'other appliCable ordinances o!ttl Clty~ , 1 :~:.pe:t~,,:;; o~X:;\~~:r::I:dft~t~:ed~:~~:t~~~"6t~e:~il~~~ga~f;:~i:~ion mustbe,,,eCeivedPriOr to expiration Ht,hiS ,permit, . iief!l'~ -1l;i1~Wpe:t:;lJli~ mayhe:agqu,i.r~d;,for~ fl!tof _o:ne'~h.a:1f th;e ailll:)unt normally rel:tUired, J?r'oyi<ledno cha~s . have' bee or win be,made ih the or~glnar plans and speciU.oations arid any suapensionor abandonment; }uls 'not -e~oe.ed~d On~ (1,) y~ar., If'changes hav~ been or -_if suspension Qr abandonment exceeds one (1) year, full f$ei!lshall be,paidf-ora ne p.:rmit., "i" ' , . Nowor~of- a.rty er-shal;Lbe done! ,that will change the natural flow of water causing a drainage: problem. Co~traetorsha,ll notify_ t~e~~ildinr Inspectortw~nty-four(24) hours in advance for all inspect~ons and shal~ receive, written_approval oninspect~on q~rdj before pr~~eding with successive phases of the job. The !esuanee of p.ermit;o:i't.~' ,i1I,ppb::'oval of'drawings and specifications shall not be construed to be a permit for. nor an approval, ot" ,y<v~Ol.ation Qf t*, ,provisions of the building cOdes or Clny other ordinan~e, law, rule or re,gulation. All'plah review _:_Ubj$Ct 0 f1el~ in8p~ctions. date 1. 2. 3. 4. 5. Signature;ot Chief IHSJ'1ICTION REQUESTS MUST (3013) 234-5933 3P~ ANY BUSINESS BUILDING OFFIC6: (303) 235-2655 DAY FOR INSPECTION THE FOU,OWING BUSINESS DAY; j I I City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office 303-235-2855 * Fax: 303-235-2857 Inspection line: 303-234-5933 Date; Plan#; Permit #; Building Permit Application Property Address '2 (11 ~:;r. ~ Property Owner (please print): ' q... %:; ~l Mailing Address: (If different than property address) Phone?~ ~~ Address: City, State. Zip Contractor 10"i?/'h (1'1:{) Contractor License #: Phone: jrJZ. tJer'5 '1110 Sub Contractors: Electrical City License #: Company: Plumbing City License #: Company Mechanical City License #. Company Exp. Date. Exp. Date: Approval: Approval: Use of space (description): S:iO<Ja..,t..1 DesJiription of wprk: ~r'l.< L fff"-''\-. , 1<~J, r)v",,:,,";,) elH.oh-:'t~ri ,r~)-s'wC,,") ~ ......k. h~J;, .....1-h~klt.,.S_ Sq. FULFl added. 0 Squares BTU's Exp. Date: Approval: Construction Value: $ Ie' CJ 00 (as calculated per the Building ~aluation Data sheet) Plan Review (due at time of submittal): $ Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that tile 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 the Wheat Ridge BUilding Code (I.B.G) and all licable Vv'heat Ridge Ordinances, for work under this permi~Ject to field Inspection. CfRLCE ONE:. (OWNE (CONTRACTOR) or PERSONAL RE ) (CONTRATOR) PRINT NAME; )n;p.th S:~,~l. SIGNATURE Date. 3/J'/,jof<, DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer: PUBUC WORKS COMMENTS Reviewer: BUILDING DEPARTMENT COMMENTS ~(}..hJec( Tv ~ eU ,'([>-P' Reviewer dOO'" I ~ ..j ZL'.05 N6<:- FIRE DEPARTMENT:: 0 approved wI comments 0 disapproved 0 no review required I Bldg Valuation: $ (Ylust (~~G1A~J_ City of Wheat Ridge Single Family - New PERMIT - 201900585 PERMIT NO: 201900585 ISSUED: 04/29/2019 JOB ADDRESS: 2648 Ames St EXPIRES: 07/10/2021 JOB DESCRIPTION: New single family home - 3 bedroom, 3 bath with 2 car attached garage - 2,271 sq ft total *** CONTACTS *** OWNER (720) 907-1469 SUB (303) 653-6006 SUB (720)402-1025 SUB (3 03) 337-4237 SUB (720) 422-3167 SUB (303) 505-1180 HIRSCHBERG, PETER TY MUMFORD MARLIN GEBALA SETH A. SVATOS RICHARD COLLINS ENRIQUE REYES 190069 DAWN DEVELOPMENT 190105 RELIANT MECHANICAL 130033 ACCESS & DESIGN ELECTRIC 100264 UNITED PLUMBING SERVICES CO. 202165 KINGS PLUMBING INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Engin. Review Fee Sidewalk Comm Develo ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: FEES 0.00 1,373.09 5,280.01 21112.45 150.00 4,578.81 13,494.36 UA / Unassigned 0 / 251,428.93 *** 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 inspection and prior to the first framing inspection, 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. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. GARAGE NOT APPROVED AS AN INDEPENDENT DWELLING UNIT. Site fencing will require separate permits. Prior to issuance of a CO, l tree shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (1000) of the front yard shall be landscaped.