HomeMy WebLinkAboutMaster Permit.201 W Francis St.0029-2022-BROF II[Clam,[PeetFbmlI Prot Applmatlan tartar view csmap sentl ma, welt roiliupwiessegeieU, Field Plan Set Must Be Printed In Color
Humble 003930227BROF coca.TY. Roofingwe-Roofing[Cnarge] /
Address 201WFRANCIS ST owner DEmmy GencwlCArrisG] a .+'ti w" l pJ HkA /
Ogee Number 22-11t1 statue Permit Review �' -� !t j ��' ,l � `?. -- ''I
Typs Roofing/Re-Roofingmw es for Canoes or Comp.Bev.w FM ' } ' id, ,
Oppcent JACOB t%EEMS Aspen internal No '... 1 4
Account STORM KING ROOFING LLC esm Meted!a 058 343-085 `y k.v
Project HPC 20 w WPC Rev. `r `�, ++' (Y
Simons Permit "�"EngRealm Eng-CMPRe. CITY OF
Ned.arm onbaclo STORM KING ROOFING LLC ar awing•sere Review Parks Rev, S��•\' A f-` ASPEN
WIN BueMesLldenee on Actaunl Cored bona tee cbone Parks in. • *... � p ��, S. � �. , .
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Appraise CdXo-taM ' ,: 1y, \ -,�.- , ; r : 1 -^ These plans muses ewe tat the
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�j �- ,� . ,' building site or inspection
,, ;i • delays may occur.Construction
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1 - +, meet,, shall conform to these plans.All
__ �� x� N h�` I <ti` changes shall be approved by
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Description Seep.. MalarkeyA __- ram` - 4r '` g official.
1.
Centre Code RF-Roof _ __
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in o
•F g.Aged6 P 3P - _ e.
•F -_ - wM+9 H9 Tim. ewer snXa ple ac _ _. _ r T 'I ii f�'" 'r,
F - " key TleaNel Aspn nsn ales a ,_' spedfiatiws. _ - _ -- '��= �. P7L+p^ I - SEPARATE PERMITS ARE
•F -- net g en=: a a.; ea - - - - - - -
' _ '- "/�` IT
tr, _ - - y �, REQUIRED FOR ELECTRICAL,
l ��7R
- - 'I h _` t','- I "' PLUMBING,MECHANICAL,OR
• •
- /' o,'' _ - .it FIRE SPRINKLER WORK
•
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s°- ,. -- ..o.Guards .
'- SMOKE ALARMS AND
ON MONOXIDE
--- n;rdmanutaca.e.e. e[' - ,:-•. -+"- -- - _ - - - - - - - --. v - --- - DETECTORS REQUIRED
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THROUGHOUT DWELLING
p=,roof Plan,- + - MUNICIPAL CODE 8.15
C - _ - r r { en. L t rR1 e
treed beating Sing : Requrs...MS Tea,7 No ' - • - - -. �ru �.. .< < s.._' - _-
Use Clue Resident.
mrwr Comments Parke comments:Please use dare and caution around bees.Seellranaheuesg diagram kX come,pruning deec.ons.
Roof Area Analysis-Structure 2 Roof Area Analysis-Structure 1 It should be known that this review shall
Address 201 W Francis St,Aspen,CO 81611 MI no I A,..I,R I Pen 1 slop.]High
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z9,wFRA2dcls sT ASPEN'n35,z4zmo3 LM F P n.7 ,,.7 93a.]s ,z:,z s 201WFrancis St,Aspen,CO 81611 „ •snow Retention not relieve the applicant of their
smndareu Deputy on Mag kepi os.nreron subdivision:cm AND TOWNS 2fi691 1212 5 Vim lzoe9 lr,z s H 63 responsibility to comply with the
HI0Mr6 Proper Yes Eden goatees 19A9 1z12 5 ^' , -- I. ' Snow stops required at all
RLtundDl„« No Per the applicant: "The 949 rzrz s e as e •Gutters locations where roofs requirements of the City of Aspen
metal roof on the ADU a` 333s: ,z,z 5 H .. f could shed snow onto Municipal Code.Pursuant to
is staying.That is not 19740 1 12 5 ,d I �:
walkways,stairs,alleys, Sec.26.104.050,any permit or approval
.9 .12 s ks,exits,utilities and issued in error or otherwise not in
ers,emergency
part of our scope of s A "` a"w mi° ilai A ae and rescue conformity with the requirements of this
work. For the ADU,we a a P
ITU - ping window wells,or Title,shall be void.Similarly,any permit
v Roofing Project Details m . ^, - 1 .:nt properties-IBC or approval issued in reliance upon or
are only removing the „�,toc - cOA 8.20.020(z). as a result of,a materially false
Valuation $94,021.00 Lot Size Sq.Ft. 12,000 wood shingles and 72 0� B \ '' • statement or representation made in
Reason for Valuation Change replacing with asphalt." e E ,"i 322 era L the process of obtaining the permit or
113.90 3:12 L
K _Jl� 161.95 12:12 s H :4 development approval shall,likewise,
Sq Ft of Building Work Area 3,862 - _----- --- " 3.5 be void.Any person having received a
,4 w "p :ads az
me tI^ s1e void or voidable permit or approval
Snow stops required at all •(� o< twits(se) shall not be relieved from having to
►Scope of Work Details E; r ❑�^ locations where roofs could shed s N^ / comply with all applicable terms and
snow onto walkways,stairs, � sL I^' 5:12
255 alleys,decks,exits,utilities and tPR�-N, 2 Or, 0.7 conditions of this Title and the City shall
- meters,emergency escape and 65 o o 12
not be estopped from fully enforcing
25.1
Building Description O o escue opening window wells,or13 it nod/2s/2o22 EE t13 same.
5 adjacent properties-IBC <T> wRCORoawuWM
Code Editions 2015 IRC ,/ Energy Code Compliance 1513/COA 8.20.020(z). _ \.,/ • `"^"°
- •
- Indicates
Building Type(IRC) One family Fire Sprinkler Existing? ,^. _ 1 1 �i- T g naraa[ape
p f V 11 L'�G� • Remainder is
Construction Type Fire Sprinkler Required? 0.6 ill
Om119 1 V it f� ibs II landscaped'
w X I R104/25/2022 U •
Occupancy Group Fire Sprinkler Type ED9w090.1111MIIIE "All Downspouts dram
cmnva 166 166 to landscaping
Fire Alarms Installed? DrwMre ova
Ridge „\KeawaterAreas rD RECEIVED _ - P - are e ewes O RECEIVED
story
Raise - e, -PieDripssge flat ,re ink Edge -��°ep 9 -Coggg suesC..Inge Step k;Bwa st
04/22/2022 -WIHy who Rat Slope Area 09/22/2022
Roofseope Report RoofScepe Report oxope ecnologle:,lo�I 2420AI=on Street Denier,CO 802111 www.root:tope.co,n ken-MyScope 109-15-211 Dined h.
BUILDING DEPARTMENT n .;iLDING DEPARTMENT
it Mrni
ESR3150 I Most Widely Accepted end Trusted Page 2of10 ESR3150 I Most Widely Accepter,and Trusted Page 3of10 ro
25/2022�
"�ICC EVALUATION 3.2.10...doe:EZ-Ridge high an
S decorative ridge he shingles have an approximate weight of 350 pounds
Ea,
a3 tom).SrIn calash clime a or rend regions where it is •lac:zols sections 1sn s and 1sn.fi 1z01z ens zoos ��FeppVW1,,s,,
�. SERVICE Most Widely Accepted and Trusted slings applied
sealant consist of an SBS blend asphalt per 100 and dimensions of 1914 inches by 38114Inche questionable wheller the seelanl strip will activate an. Sections 1510.5and 5100. FORD Riimyo
GOMPLIANCS
coating applied onto a fiberglass mat and surfaced with (4826 tom by 72 tom). seal the shingles,the shingles must be hand-sealed For a IRC:2015 Sections R908.5 and R908.6[2012 and 2009 emmy4
ICC-ES Evaluation Report ESR-3150' col,/red ceramic gga203a_E-Ritlge is 6 inches wide by 3.4 Fasteners: three-tab shingles,nand-sealing consists of plating Nro IRC Sections R90].5 one R90].0].
Reissued January2015 exposure of...aches Inches 2 min by 2 tom)and has an Fasteners m I ,h ASTM F1667 and must be doom of tab under each rob approximately corners.
ne,,d tom)in
(tit tom). 9 best comply wi spots ofr, air each tab near the comers.Hans-sealing 4.3 Wind bonsResistance(.5
m No.12 gage I0.10SInch-ddiameter(2.6]min] of laminated shingles consists of applying four s/ar non
This report is subject MlaneNlal January 2017 .2.11 EZ-Ridge XT:EZ-Ridge XT reign profile decorative monk], 9 Malarkey aspM1al,shingles have been tested for rend
shingles with s consist of an SBS blend asphalt shank], 'ye-inch-diameter-head (9.5 tom), galvanized (23.6 tom)spots of tab adhesive to the back of the
awrdance with ASTM D3161 or ASTM
sealant
surfaced wklh steel,stainless steel,aluminum or copper roofing nails, shingles,1 Inch and 13 inches(25 tom and 330 tom)in
s.org (800)423.8587 (582)889.0543 ASubsidiary Of NB Intemationel Code Counnla ati roe granules.
glass m Fasteners musk be of Stu'''''' ken eh to rate into Ne are cla sited as teatss A r Class F with ASTM or use
W W W ICCEore granules n pounds
a shingles have nsn approximate sheathing/ 9 pane them eagh side antl 1 inch(25 tom)up from the bottom of reclassifies as Class A or Class F one qualify for use
•:, LD g h(t9.1 tom).or Nrou9M1 the sheathing, the shingle.See Figure weight of 50 is 10 drone 22 shingles"n inches box.The w d 201 IBC Se tl 04. 1 tion d 2.41 IBC
L oaIOY.L'd0//-/Nt/MI DPROTE:O]0000-THERMAL AND MOISTURE fillers applied onto r flies. T mat antl surtacetl van EZ Ridge by s 10'riches vnas by expo re long 12:1 Shingle shingle
isf fastened
For mot slopes of 212 to Section 1507.2.7.1] IRC 5 R 5.4.1 as
PROTECTION mineralxi roofing granules.260s. Theshingles have an (254 tom by 292 tom)area has an exposure of 35 ,m a 2 r5 in r551e eachntedle s shown
to the roof Fork roof slopes
71applicableShingles itested l - accordancer ASTM
3.2.inches(210 coed. fasteners,located 2:12,as shown m Figure For roof slopes D7158 are here fith as Class H and quality for use in
--_ - Section:07 3113-Asphalt Shingles 4100,010,0 coerce of 01 poundal100 K(13 we)and Under the Zee,IRC,the mot undeaeyment must be in castling 12:12,Me shingles must be nand-sealed in locations where the maximum basic wind speed Is
= dimensions eim). of 13a1a inches by 40 inches(33]tom by S.2S modi ed S Ridge Strips:&r dge Hips Ridge Strips are accordance Under
the w20 Section 290and 1 200 Table, the
Oof
REPORT HOLDER: 1016 tom). SBS-modified dd fiberglass Hip&ritlga cops intended for use Untler the 2015, 2012beend 2009dn IBC, the too accomanco with Section 4ocat and fastened to the roof 150 mph E )a or less thuan exposure category feet
t
_ wiU wide Gage vents.Hip&Ridge Stops consist o a underlaymenl mess, be In accordance wi[M1 Section deck using six fasteners,located as shown in Figure 2. w C(ASCE])and a maximum building height of 60 feet
I , f_.l Tr:a MALARKEY ROOFING PRODUCTS 3.2.2 Northwest XL Scolch9ard^': Northwest XL fiberglass mat impregnated and coated on both sides with 1507.2.3. Under the 2012 and 2009 IRC,the roof See Figure 3 for nailing depth Illustration. (18.3 m).Installation must be in accordance with IBC
POST OFFICE BOX 17217 Scru,cM1gartl^'shingles are identical to the Northwest%L modified-bitumen asphalt surfaced with embedded underla men] must be In accordance with Section Section 1507.2.7 or IRC Section R905.2.6,as applicable.
3131 NORTH COLUMBIA BOULEVARD except for the addition of copper roofing granules,foralgae
a p y 4.1.5 Vellay ConaWction,O[M1ar Flaahin9s and Drip
`� PORTLAND,OREGON 9]21] resistance,on the Ma surfacing. whams granules. Bundle weigh is approximately R905 2.3. Edges:Roof valleys mu.be flashed in accordance with 5.0 CONDITIONS OF USE
Lao GA. PRE-FINISHED (800)545.1191 333 70 pounds and each tab is 9'la incM1es wise by 131/s incnes 3.8 Asphalt Cement IBC Section 1507.2.9.2 or IRC Section R9952.3.2.See
Highlander:Highlander shingles are self-sealing long(251 mm by 337 mm). Figure6fortypi.(install..details.Otherfleshingsmust The Malarkey asphalt shingles descrbed in this report ASPEN
mamrkevroofing.com laminated shingles that consist of bitumen antl fillers Asphalt roofing cemen,used for M1and-sealing the shingles be installed in accordance with IBC Sections 1503.2 and .`To 77, or are suitable ale Tot?to wM1et Is CITY'OF
3.2.1312"Hip 8 Ridge Strlpa:12"Hip 8 Ridge Strips are fled in,Nosa cotles liated in Section 1.0 of this report,
STEEL DRIP EDGE FLAGroNG www applied onto a fiberglass mat area surfaced with mineral must comply wi,M1 ASTM D4586,Type k Class 1,or Type II, sped
EX 19 TJNO PLYWOOOL- _ EVALUATION SUBJECT: roofing granules.The shingles have an approximate weight SBSmotlifietlfberglasa nip one ridge caps in,endetl for Class 1. 150].2.9wIRC Sections R93.2 and u905.2.8.I gnash the sublectfothe following conditions:
Drexel Metals of 242 pountla/100 8(12 kglmr)and d dimensions o e with wide ridge vent.12.Hip 8 Ridge Stops consist 2015 IBC and IRC,dip edges t be installed PERMIT NO..
& FASCIA MALARKEY ENGINEERED AND POLYMER-MODIFIED of 4 inches by/100 tea(33]tom by and tom of a fiberglass mat impregnated and coated on bath sides 4.0 INSTALLATION accordance Mth IBC Section 1507.2.9.3 or IRC Section 81 Installation complies with this report the 0029-2022-BROF
)' with a modified-bitumen asphalt surfaced R905.28.5. manufacNrels pub§hea'nstallaroninstructions and
ASPHALT SHINGLES 4.1 New Construction:
3.2A HigM1lantlerAR: Highlander AR shingles are wM1 embedded ceramic granules. Bungle weigd is the elation bin truce.n and is i conflict p between me
- 4.1.fi Hip 8 Ridge:The hip 8 ridge shingles muat be OWNER
identical to the Highlander ezwp[for the addition of capper epproximalely 63.5 pounds.end each tab is 12 inches 4.0 general:Installation of Malarkey engineered area centered over hipsand governs. instructions and this report,this report VICENZI GEORGE A TRUST
1.0 EVALUATION SCOPE roofing granules,for algae resistance,on the to surfacing. Y g I Y ). polymer-modified p glees must comply with Ps an gas,and must be fastened to the
wide b 131/a inches Ion 305 tom b 33]tom ocode asphalt shin u n Me governs.
p au g. roof decko ridge,
two1fasteners,one located on there sloe of
Compliance with the following codes: step iwble code,this report one,he manufacturers
3.2.5 HI pander SCMeh d^': H blander 3.J Polymer-Modified Asphalt Shingles the hip or ritlga,5.inches from
tome from the exposes 5.2 The products are manufactured at the plant locations
g gar 19 published installation instructions.The manufacturer's antl and 1 inch 2 )up from the shingle edge.Hip lie,etl in Table 2 of this report,under a quality control
•2015,2012 and 2009 International Builtllrg Code(IBC) Sco,cM1gartl^'shingles ere itlenticel to Ne HigM1lantler 3.3.1 Alaskan:Alaskan sningles are sett-sealing,single- published Installation instructonsmi.be available at the and edge shingles must be installed with a progrem with inspections by ICC-ES. Guali ADDRESS 201 W FRANCIS ST
•2015,2012 antl 2009 International Residential Cods exept for the atl50ion d copper roofing gmnules,for layer three-.shingles that consist of polymer-modified Iobsite at all times during installation.When installed on 5'/cinch(143 mm)exposure to the weather.See Figure] -
(IRC) superior algae rests anw,on the top surfacing. bitumen antl fillers applied onto a fiberglass ma and new construction in accordance with this section,the 6.0 EVIDENCE SUBMITTED w�
surfaced with mineral roofing granules.The shingles have shingles are a Class A roofwveang. and Figure Bfruh details. PARCEL ID
R 2013 Abu Dhabi International Building Code(ADIBC)t 3.2.E Ecoasis: Ecoasis shingles are self-sealing 6.1 Manufacturers published installation instructions.
lemina,etl shingles that consist of bitumen and fillets n approximate weigh of 235 pounea/100 fl(11 kg/ma) Roof bed,must be code-cam minimum 4.2 Reroofing: 273512422003
g acode-complying,m m sh4ncM1- 6.2 Re f testing
the... a anions relwencea applied onto a fiberglass mat and surfaced with reflective and dimensions of 13/4 inches by 39/e inches(33]tom by Mick(9.5 tom),a riorgrade plywood:I'Ae-inch-tllick When the asphalt shingles described in this report are Reports o gin accordance with ASTM D3662,
n ale melon ere Ow sane sectionsnroofing lea.The shingles have area weight
1000 min). (1,.1 oriented strand board(OW; room II installed over existin Class or Class Cas halt shingles
ASTM D3161,ASTM D7158,and ASTM E108.
ASPHALT SHINGLE ROOFING ggrana g approximate weig mm)o o nominally g p g
PropeXles evaluated: of 242 pountls/100 8(12 kglmr)antl dimensions of 9.3.2 Aleemn Swtchgertl'"':H Aleakan Sw,cngaM'"' 1-inch-by-6-inch(2Sby-152 tom)lumber installed as solidaccordance with this section,the roofing assemblies are 6.3 Quality control documentation.
e Weather resistance 13114 inches by 40 inches(337 tom by 1018 tom). shingles are identical to the Alaskan except for the addition sheathing conforming to 2015 IBC Section 2304.8.2 or recognized as Class A roof coverings.The existing asphalt TO IDENTIFICATION
(PropoasdAaaansbly for Main House 4&ADU) R Fire classification 3.2.7 Dura 3ael:Dure eel are self-sealing,single layer, of suner 2304.7.2 or
roofing granules,for algae rests anise,on the top 2308.7.10 308.10 BI.IThe shingles 2012 a. m0 must be installeBC d
g in accordance r000e with
the shingle provisions a.limitations of 2015must be inspected'IBC[Se[0on1511 Each bundle of shingles bears a label with the name and
•Wi .eR2 3-tab shingles that consist of bitumen and fillers applied on with IBC Section 1507.2 or IRC Section R9052,except as [2012 and 2009 IBC Section 15101 or 2015 IRC Section address of the manufacturer(Malarkey Roofing Products),
a fiberglass mat antl surfaced with roofing granules.The 3.3.3 Legacy:Legacy shingles are.1f-sealing lamina. no.in this report.See Figure 5 for typical Installation R908[2012 and 20.IRC Section R9071.Prior W Me product name,Installation instructions,the ICC-ES
USES shingles have an approximate weight of 200 pounds per shingles that c of polymer-modified bitumen and tl.„..„„. fin M1i
100 fro(10 kg/e)and dimensions of 131/s Inches by fillers applied o consist
fiberglass m and surfaced with roc g, p and ridge shingles must be removed antl a evaluation report number(ESR-3150),and the name of the
The Malarkey asphalt shingles described In this report 391a Inches(337 tom by 1000 tom), mineral roofing05 ,ogranules. The mat shingles have an 4.1.2 Unaerlaymma:Under Ste 2015 IRC,the roof angle layer o nonperforeted felt untlerleymen,,minimum inspection agency(ICC-ES).Atltlitionally,in accordance
meat the requirements for Class A roof coverings when approxmate weight of 275 pounds/100 f(13 kglina)and underlays..must be installed in accordance with Section ASTM D22fi Type II(No.3g),must be installed over the with ASTM D3462,each bundle of shingles is merketl with
Insmlled In accordance with this report. 9.2.8 Dureb.el AR: Duraseal AR are self-sealing, dimensions of 13/4 incM1es by 40 inches(337 tom by R905.1.1 and Tables R905.1.1(2)and R905.1.1(3).Under existing asphalt shingles.Except as noted in this section, Me area of the roof surface covered,ASTM designation,
ESCRIPTION single layer,3-tab sM1ingles That consist of bitumen and1016 tom). the 2012 2012 and 200918e the underlaymentmumuseMe of ItMse must be insersed in be ordance ithle gN toon style,and calm.the protlucl.
fillers appkietl on a fiberglass coal antl ist of bi cote algaebe Installetl in aaoNance with Sedbn 1507.2.6. Untler
3.1 Gene esislan, ro fin The shin les M1ave an J.3.4 Legacy SwlcM1gartl`": Legacy Sw,cM1gard"" penetrate'/,,Inch(19 tom)Into he sheathing or throughg gander. g the 2led and 2g09 Ice, root tend 905.2..must be REVIEWED FOR
approximate weigd of 200 pounds per 100 fl'(10 kglm') shingles ere idanOcal W Ne Legacy except for,he etltlition nstalled In accordance witM1 Sedbn R905 2 7.M n mum Ne sM1eaNing,wM1icM1ever is less.Valley flashing and charTM1e Malarkey esphal,shingles era enginaeretl or polymer- antl tlimensiens of 1211,,incM1es 39 le incM1es(337 tom by of capper roofing granules,for algae resistance,on the toproof slope must be 2:12.For roof slopes t than'0:12, fleshings must comply with Section 4.1.5 antl the following,
iraoLzwilE4-\
0�/25/2�22 polymer-
modified se0-sealing shingles complying with ASTM surfacing. greater a applicable.
D3462.See Table 1 and Figure 1 for product names,type 101X1 tom). 9 the roof deck must be covered with a minimum of one layer s°Pp
F�OI0RpCryo.,,�� (three-tab or laminated)and dimensions.See Table 2 for 3.2.9 Dura-Seal XL:our sal XL are self-sealing,single 3.3.5 Ecoasis Premium:Ecoasis Premium shingles are of undkedayment as described in Section 35 of this report COMPLIANCE
rYSWrr4u�1 °s .1f-sealing laminated shingles that consist of polymer- or slopes between an :12,two layers of a
'n anufacWring locations, layer,3-tab shingles that canalst of bitumen with roofing nd and fillers
2f.\'_ applied on a fiberglass met aa.surfaced modified bitumen a fillers applied or. ss W a fibergla mat underlaymenl described in Section 35 of this report are
e1D
-' 3.2 Engineered Asphalt Shingles: and surtacetl wi,h reflective roofing granules,as well as required In areas where there has been a his of ice05/04/2022 natal ief
granules.T.shingles have kg approximate weigM1,of
3.2.1 Northwest XL:Northwest XL shingles are self- fie(1- 235 pounds per 100 1 kg/m�and dimensions of copper roofing granules on the top surfacing for algae forming along the eaves,in accordance
rdance pot water,an ice
seating laminated shingles that consist of bitumen and 13%inches by 39s/einMes(337 tom by 1000 tom). resistance.The shingles have an approximate weigh[ baniZ7 must be provided in act 5..2.with�tIB�,,CBpSe�cmtiono
of 275 pwndyVinP fl(13 kglm')antl dimensions of 150].2.8.2 or 2015IRC Section R9g5.2.]rQG(n��� BY H P C
RECEIVED131/Jncheaby401nche5(337mmby1018mm). RC SectionR905.2].1],asappllcabla 1\LALIVED RECEIVED PROJECT:201 WFrench ROOF REPLACEMENT Revised Winch 2013 3.3.e mnasor: Windsor SwtcM1gaN"' shingles are 4].3 Shingle Application:The shingles are inatalletl d
m�oy,a prR )n��;"�°,m<'P:" .. a vErrmlb eenvm.,,.o.<Hin„e.ro.„rum M1eary weigh self-sealing lemina,etl shingles the wnsid of w;th Marti l JoWta°f satin worse or hiq91g%� 2022
Ea5vor,�� �aia,A.au.OM..� W,,,o,^,s.,.,.^,z w wr.,,,.40.SOD 2022 polymer-m°dinetl MWmen antl,tin applies onto a 5ela'mMeiNtit'0 roe Ne precedingwurenale 09/22/2022
canhbwa o,o,n..mm,..v„mu,mw.o,a.,00 yem4w+row<mfM,k,w�f" fiberglass mat and surtacetl with mineral roofing granules. maximum exposure to the weather of Ss/a illtrtN
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BUILDING DEPARTMENT BUILDING DEPARTMENT ASPEN
BUILDING DEPARTMENT