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HomeMy WebLinkAboutFile Documents.135 W Main St.0095-2023-BROF (8) CITY OF ASPEN PD- t Z3 304-/ s(z PL_Ais-) F, L Field Plan Set Must Be Printed In Color I ` ►� PERMIT NO.0095-2023-BROF Roof Area Analysis Structure 1 = (zcl x e's1 u Co-H r�Plane,Area(s01PRchlSlopeapl IWkaf) Z 135 W Main St,Aspen,CO 81611 _ A 54 12:12 s - U3 w e T a MELTON DAVID L _ P! a 54 12:12 5 ���� 'o �EVA ,',�, OWNER N.J ,� ("(� + ,y)I �( �N L� C 169 12:12 5 1W Q z EVALUATION ' I SERVICE D 169 72:t2 5 �y� 2A o Le�..,.. Most Widely Accepted and Trusted ADDRESS 135 W MAIN ST LS' LJAu- -SSC. (�- �'-rJ�d� SLR -. F 372 12'72 5 hF lOS ca s/JL�( )LvAI� ICC-ES Evaluation Report ESR-2867 CITY OF PARCEL ID 273512455001 I,S n 14-Y C-ft 77k1 G 30 12:12 5 H p Yt=1'tt H 29 12:12 5 H Reissued January 2018 ASPEN 14:4 12.4 I 454 12:12 5 9 I�. NB 1 433 1:12 F H Revised February 2018 "` 5�1 f K slo 12:12 5 141 This report is subject to renewal January 2020. • APPLICATION ACCEPTED DATE, 2023-09-18 PERMIT NUMBER: 0095-2023-BROF 91 - t L 385 12:12 5 156 s s M 84 1212 5 H 48 www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® These plans mU a ept at the S A H 0 n 71 fl U a N 84 12:12 5 H 40 building site or inspection „ 0 80 12:12 s delays may occur.Construction P 109 12:12 S 42 DIVISION:07 00 00-THERMAL AND MOISTURE in IBC Section 1507.8.4 and IRC Section R905.7.4,as 06 0� G 6 shall conform to these plans.All COMMUNITY DEVELOPMENT DEPARTMENT Q/ R s Q 206 12:12 S 90 PROTECTION applicable. Fasteners must be stainless steel complying 400 w R 98 1212 5 33 Section:07 31 29-Wood Shingles and Shakes with ASTM A580 Type 304 or 316. changes shall be approved by 7e 7E 0 S 98 12a2 S 33 4.0 INSTALLATION BUILDING PERMIT COVERSHEET 5���� ► F 2 ry 0 T z 6:12 n REPORT HOLDER: Ing official. L 'n o 4A Class B Roof Covering: CITY OF ASPEN ,r' I M N U 12 6:12 33 • N 'v m P ` N V 2 6:12 ,7 FSR TREATMENT,INC. Shakes and shingles labeled as "Class B' must be 19 G� l: x w 16 4.12 33 9486288 STREET installed on minimum 6/3z-inch-thick (11.9 mm) solid y - <51 sL Ae X 59 4:12 72 MAPLE RIDGE,BRITISH COLUMBIA V2V 4J4 sheathing or spaced sheathing complying with the SEPARATE PERMITS ARE PROPERTY INFORMATION I 35 J - 61 CANADA m zs zs - ✓ V 34 12:12 5 applicable code.Weather exposure of hips and ridges REQUIRED FOR ELECTRICAL, yy �1 I yh Z 151 12:12 5 39 (604)462-0640 must not exceed those exposures permitted for the field of PLUMBING,MECHANICAL,OR ADDRESS: 135 W MAIN ST UNIT. 'K 4.5 �,/ .2 a G z ' . AA 198 16:12 5 74 www.firesmartroofina.com the roof. Starter courses at eaves must be doubled. FIRE SPRINKLER WORK PARCEL ID: 273512455001 LEGAL DESCRIPTION: CITY AND TOWNSITE OF ASPEN os 2_ 2e5 su s AB t7 1:R F Fifteen-inch(be rum)or 18-inch(457 rum)shakes or AC 1 7 1:1 2 5 117 EVALUATION SUBJECT: shingles may be used for the starter and final course a the OWNER: MELTON DAVID ^ 9 FiguretypicalSMOKE ALARMS AND I D s,, m AA AD 81 16:12 5 30 ridge.See 1 for installation details. PERMIT CONTRACTOR: ++' D 1-5- K 6s - FIRE-RETARDANT-TREATED WOOD SHAKES AND 41 1 Shakes:The shakes must be installed on roofs with CARBON MONOXIDE SHINGLES - AD Totals(5Q) a minimum slope of 4:12(33%),in accordance with IBC DETECTORS REQUIRED = 22 SL j.nl 51.Im AC 112 64 1.0 EVALUATION SCOPE Section 1507.9 or IRC Section R905.8, as applicable, THROUGHOUT DWELLING vm except that one layer of ASTM D226 Type II undeda ment DESCRIPTION OF WORK Remove existing roof(south section)system entirely to deck.Install new Class A roof system and assembly - c ee m n D zss 3 N _ < -. &,2 - 0.2 Compliance with the following codes: must be installed over the eaves in addition to ASTM D226 UNIT PER CITY OF ASPEN NJ I 12:12- 33.3 •2006 International Building Code(IBC) Type II interiayment between courses. Flashing must MUNICIPAL CODE 8.15 (Wood shingle-Fire Resistant,Ice&Water barrier,Versa Shield Class A barrier,Cedar Breather-Fire Resistant, .I, S�1 1:" l6az- z.e "`VVV , I- 2 ® comply with and nt installed in accordance IBC 18'Spilt Felt ASTM 4869 Type 1 asphalt felt,drip edge,(lashings,ventilation,snow retention,and de-icing cable. �s� 124 124 ,z5 - Flat - 64 •2006 International Residential Code (IRC) Section 1507.9.8 or IRC Sections R905.8.8 and R903.2,as 19 5 Steep• 36.0 •Other Code(see Section 8.0) applicable. Maximum weather exposure of the shakes High - 148 Properties evaluated: must not exceed those exposures listed in IBC Table S/ _(r1 A� 1507.9.7 or IRC Table R905.8.6,as applicable. ■Roof covering It should be known that this review shall , 4A.2 Shingles:The shingles must be installed on roofs J •Fire classification with a minimum slope of 3:12(25%),in accordance with not relieve the applicant of their USE OF BUILDING Mixed Use FIRE SPRINKLER REQUIRED? Drawing Key RO9/20/2023 2.0 USES IBC Section 1507.8 or IRC Section R905.7,as applicable. responsibility to comply with the -Eave Hip Ridge Parapet Clerestory - Headwall Flashing \\\tce&Water Areas Wiz) WRcaoti FW WE The fire-retardant-treated wood shakes and shingles Flashing must comply with and be installed in accordance requirements of the City of Aspen - Rake Edge Valley Flat Drip Edge Coping - - - Slope Change Step Flashing rim Slope Area - described in this report are wood roof covering materials with IBC Section 1507.8.7 or IRC Sections R905.7.6 and Municipal Code.Pursuant to CLASS OF WORK Commercial FIRE SPRINKLER TYPE for use where Class A, B or C or nonclassified roof R903.2,as applicable.Maximum weather exposure of the Sec.26.104.050,any permit or approval RoofScope Report -cscope lechnologies.Inc.13/01/th street suite S000 Denver,CO 80202 www.roofsco corn 877-M Sin Ofi/2923 Drafted MI 2/2 covering material is permitted. shingles must not exceed those exposures listed in IBC pe Y Pa I / I by, I P Table 1507.8.6 or IRC Table R905.7.5,as applicable. issued in error or otherwise not in - 3.0 DESCRIPTION conformity with the requirements of this 4.2 Class C Roof Covering: REQUIRED SPECIAL Title,shall be void.Similarly,any permit BUILDING TYPE(IRC) 3.1 General: Shakes and shingles labeled as "Class C" must be INSPECTIONS Snow stops required at all locations The fire-retardant-treated wood shakes and shingles, installed as no-..'•---'• • - - :roof covering. or approval issued in reliance upon or - where roofs could shed snow onto having a maximum moisture content of 20 percent,are as a result of,a materially false walkways,stairs,alleys,decks,exits, pressure-treated byFSR Treatment, Inc., with a FSR 4.3 'ass A Roof Covering: y y statement or representation made in CONSTRUCTION TYPE ENERGY CODE COMPLIANCE Treatment,Inc.proprietaryfire-retardant chemical.Treated Shakes and shingles labeled as"Class B"maybe used i- utilities and meters,emergency escape g the process of obtaining the permit or shakes and shingles are labeled as"Class B"or"Class C." a Class A roof covering provided the Class B shakes or and rescue opening window wells,or shingles are installed as described for Class B roof development approval shall,likewise, adjacent properties-Ordinance 1, 3.2 Material: WORK CHANGES BUILDING p p covering in Section 4.2.1,and the sheathing is covered be void.Any person having received a OCCUPANCY GROUP(RAC) 2023. Fire-retardant-treated wood shakes are manufactured from with one layer of mineral-surfaced cap sheet complying void or voidable permit or approval FOOTPRINT? No.1 grade Western red cedar shakes complying with the with ASTM D3909, and havin2q a nominal weight of shall not be relieved from having to grading rules specified in IBC Section 1507.9.5 and IRC --.ounds per square(3.71 kg/m). with all applicable terms and Section R905.8.5, as applicable. Shake thickness is a complypP CODE EDITIONS 2021 IBC TOTAL SPA SQ.FT. minimum of/z inch(12.7 rum).Fire-retardant-treated wood 4.4 No fled Roof Covering: conditions of this Title and the City shall �j _ _ shingles are manufactured from No.1 grade Western red Where the code does not require a fire classification,the not be estopped from fully enforcing F c�(7.AA,J T �•Z.�-3011 7 �J)2.-CDt�OS -J'ft-- �oSt'-NilLy \U wfrut, cedar shingles complying with the grading rules specified installation must be in accordance with IBC 1 r,,,Ei ED same. OTHER CODE EDITIONS TOTAL SNOWMELT SQ.FT. II[G Y G Roof Area Analysis-Structure 1 -k(4-1�E(L.1 t t-(I(� 7.=2:10 Reports ore representing aesthetics ropy attributes sed,nor are they l construed y PlanelArea( Pitch IWB(sf Ioa- Evaluation the subject f the repo Y°arecommendation for tasumTher osnoma mot byICCEv Evaluation Semi,ergrmp sorimvr�a 2k_ 2023 135 W Main St,Aspen,CO 81611 (?L9L}AL- i N. ©N Ltd A 54 12:12 5 H 6 e any fndingorotner matter,arh:.rpn,O report toaay product re°eredby the report'° 8 54 12:12 5 H Copyright o 20181CC Evaluation Service,LLC.All rights reserved. Pag&SPEN HISTORIC PROPERTY? Y!F TOTAL POOL SQ.FT. G 169 12:12 5 H 27 S 1 T S 11z1� -(L9 p�71^NT (LF�t=;(100L1511 ftn)!lFo 169 lz:u s H n BUILDING DEPARTMENT [11 ��jj{ ',,'�i/, - - �. `.3T+r'� t E 192 1:12 F W V FIRE SPRINKLER EXISTING? t-112s= G 302 12:12 5 H 105 2-tot ' t,.>A ILL NS ) /L-LS 09/20/2023 -1- ,�t, �t�`,-. " No work on new/existing heat tape H 29 12:12 5 H , 124 124 (.✓r-,ILA ,_ GZttw.,1,,+ ,r 1 454 1z:12 s 9 FDRC0llEtfllfi/JAIICE I� 14e _ 433 tat F H linzhid 9, n' �(�ST" �� `'`'�I2ES 385 ;z;z 5 156 is permitted under this scope I 5 5 d M 84 12:12 5 H 48 H''' + O 1,4I U. N 84 12:12 5 H 48 „ 06 06 0 80 12:12 5 REVIEWED FOR G 6l P 109 12:12 5 42 26 \ 95 R s 5:5 55 Q 206 12:12 5 90 COMPLIANCE ',2R 98 12:12 S 33 09/28/2023 stuarth E + F ]E 78 O W;0 5 98 12:12 5 33 m \ / T 2 &,2 17 BY HPC .,o M m N L r `\\\3 Q U 12 6:12 33 P P V 2 6:12 17 17 x W 16 4:12 33 r� • AB X 59 4:12 72 35 1' J \ / 9 rn�,� 'p\�/^ 2.5 2 5 y 34 12:12 5 45 ,0 2 - y Z 198 12:12 5 39 AA 198 16:12 5 74 09 - Z_ 26.5 v 56 5 AB 17 1:12 F AC 155 12:12 5 117 D r2 D. c, t 5 K AA AD 81 16:12 5 30 I s 65 .Intl/ (Z-Y 22 _ AD • TptaH(sQ) ssAMl sI -, Ac 1:/2 - 64 C C a 3 3 4:12 - 0.7 ,ti 235 6'2 - °.2 Roof assembly a m A •, 1Lt2- 333 ( I- 2 2 &,2 6° will include one 4.5 124 124 125 9t rtN,st I2�aDF Lai C-t�P�� _! c }t, C---1-A- s /� u '" " High- 148 layer of Tarco (t N s � <Dti W`t1� 12 s= cap sheet over o �Z i LV sf--I`V - r, I iLr3.fz�= -tZ 4.1-1,�/_i r_ vc=�-n t n-n n..I I ,� sheathing i7 a Dril�ernq g}O.) I I N.Sr-W l,Ltl� 0,- C,P-r t(Zc S (2 v\''1=) m Ellyn r ---Hip - Ridge Parapet Clerestory Headwall Flashing Ws Ice&Water Areas a: Z Fd R<Age -Valley (tat Drip Wee --Coping Slope Change Step Flashing Flat Slope Area - - ASPI4rYr L SPt1T _'�o L is.j FCL Cf,S f --- --4 Sh-H•v/-rL n5I z Roe'°rope Report oScope Technologies,Inc.'370 17th street suite 5000 Denver,CO 80202 1 www.roofscope.con,1877-MyScope 106/29/23 1 Drafted by.MI I p.2/2