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2003-P06253 - new structure
CITY OF ORONO PERMIT 2750 Kelley PGrkway - PO Box 66 Permit Number: Po62s3 Crystal Bay, �Vlinnesota 55323 Permit Type: New st�u�ture (952) 249-4600 Date Issued: s���2o03 SITE ADDRESS: 1180 Garden Court Mound,MN 55364 PID: 07-117-23-23-0031 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Pernut Class: Building Census Code 101 Permit Sub-type(s): New Home-Single Family Pernut Type: New Structure DETAILS: Approved per resolution#: Separate permits required: riumoing iviec;nanicai rirepiace �ewer i,onnecnon imgation w eii�siaiej Eiecmcai�sia[ej NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 4,183.75 Valuation: $ 700,000.00 Plan Review Fee: $ 2,719.43 State Surcharge Fee: $ 350.50 SAC Fee: $ 1,275.00 TOTAL FEE: $ 8,528.68 APPLICANT: Dan Lang Homes OWNER: Stimkel LLC 221 East Myrtle Street 6624 Gleason Ter Stillwater,MN 55082 Edina,MN 55439 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE TI-�REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK 1N STRICI'COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. `"r �i��� � �'I� ��C��'l � APPLICANT PERMITEE S[GNATURE ISSU BY SIGNATURE Cooies: 1-File(SiQnitures Reauired). 1-Applicant, 1-Monthlv Reports, 1-Assessine, 1-Finance Page 1 � Total Fee: $ � � 2�' � Date Received: 'f-3G �' 3 ' Entered By: Permit #: ��,/02.5,3 �%`1,��V - �'�L -� CITY OF OR O - BUILDING PERMIT APPLICATION � All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: 1 (. � u ��>la-l�� C��2 ( ZIP: NAME OF OWNER: �'l �� C- � t�t�7 v"` iZ-- PHONE: (home) �S 1�y 3�� 3�13 c (work) MAILING ADDRESS: Z t I �, V`'l y,'L�I �-S�. CITY: S J�,�1(�G.��ZIP:__`i�.�Z w, CONTRACTOR: pv��i l�-r�r 6— �-1���5 i L rG� � PHONE: �,.�I `�3 �' `� ��3 � CONTACT PERSON: -��� �,�6v' � MOBILE/PAGER: (o r�- 27 �j -Z� �y MAILING ADDRESS: 7� � �, /'h yr2-f�� S/- CITY: S�`�/lc�Cc�t'�Z ZIP:��Z STATE LICENSE: # Z�o(��-�'t!�� ARCHITECT/ENGINEER: ta r✓I C��!-�C� Pl 7 f�/f t2 PHONE: ��L �3�� ���'� MAILING ADDRESS: 1 z-�1) ���+2. 5�1� MIIIS CITY: ��r�l�,��r10 ZIP: ��3/� N��ME; REGISTRATION# TYPE OF WORK: New J� Addition Accessory Structure Move Remodel/Alteration Land Alteration , PROPOSED WORK(describe in detain: '��.�✓ `�� � !�/� �✓�� STORIES: � SQ.FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATT. DET. �v ESTIl��ATED CONSTRUCTION VALtiATION(excluding land): $ � �� t �� . I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. -� APPLICANT'S SIGNATURE: DAT'E: �" �� `I� NOTE! Parade�Homes events require separat permit approval by Police Department and Ciry Council 60 days prior to the event. Non permitted events will not be allowed. 9 oi �, a.nm 7s 1ti'(�� � atioqn paJn/s sn �y8�.r�'ur puDJslapun� auo yd d�Z a1nlS rft?,7 n�h �- h�h, I�� 2��-S.s 1�t' �'`� � , ssa.rppy • f � �(-{ lit� ` � Z TSn7 aIPP'1N lsat,� -� . �► -►�� .LNIXd�SN.�7d 7!tuaad.ro uor�n�rlddn sryt ssa�o.rd o�pa.rmba.r sr arunu l�nj.rno,{ �g jas.rno�f uo nJnp a�nnud niainaa oJ(a8nd8urntopojaas)�-0 FI �S7N aapun s�y8ta wn�.ra�anny no,� •S � ��i�qnd awo�aq�Caw uo�Jnwaojui au�os'ano.rddn o�uoil�n]»uno�saarnba.r asua�q.ro 1?waad paJsa�:baa lno�Cjl �r �asua��� .ro Jiuuad ayJ ssa�o.rd ol rGnssa�au�ua�xa ayt o�sar�ua8n�n.rapaj.ro alD�s'�D�o/.ray�o y�iM paavys aq�inu�uopnwaoju:ay� •F •asua�q.ro Jiw.rad ay��fuap�fir,�ay1 ioyr aa:nba.r�fnu�lnsnja.r Jnq'DJnp�fldd�:s ol asnjal�fnw no,{ z �paJsanba.r asua�r�.ro Jruuad ay�aojuorJn�flnnb.rno�f au�uua�ap oJ pasn aq/lrnt ystu.�njno�f uot�bw.rojur ay,� � Jny�pa�r�ou a.ro no,{ uotlnuuo�'ur�nrJuapif'uo�.ro aJnnr.rd utvJ.ra�ysru.�nJo�norC aa�nba.r rCDw s�uauirandap sJ�jo�tun.ro ouo�p jo dit�ay1 u�oJf asua�rl.�o�rwaadD.rojJsanba.r.rno�C�n��no�[w.rojur oJ a�t�pinont an�;,n�np jo sJ�afqns f'o sly8i y„ 'Z P9nS'60 Fl�SLY HT?nt a�unp.�o��n uI .I?/OSI�106'd�N�ll?!d 6'.LVQ •sasn�paJsaJuo�oJ BupD�a.r J�n aanpa�o.rd anrlD.r7sruru�pn ay1J'o suois�noad a��o�Junns.rnd pa/naddD aq�Cnru�fj�aoyJnn a/qrsuodsa.r aytJ'o uo�Jnu�uualap ay� �n�op pasol�sip ay�yltnt papnl�ui st�uawaa.�8ns�p fo IuawaJn�s s,�nnprn�pur ay�j�juo pasol�srp aq ljnys a�nds�p u�oJep �t�a.r.�o�aq oJ nlnp ay1 sana:�aq ay tnyl/Dnpu�pw ayJ��ou(v.ro'�nnprnrpui ay��fq pawnu s7uatdt�a.r 8wpnl�w'nJnp a�a/dwo�ui.ro aJn.rn��nup jo sJuardi�aa�sad �CJ}�ou o»dwaJtnpun a�a�dwo�ur ao a�n.rn��nur aq o�punojn�np ay�J�alio�(n) :aaylra sr[np pF u�yJr,x��nys�fjuoylnn a/qrsuodsal ay,� •Juauraa.rBDsrp ay!jo aan�nu ay�8urqra�sap�ijtaoy�nn a�qtsuodsa.�ay�Supra�x u���ou lldys�Dnpintpu� un yySia styl as».�axa o� fasau�y 8uru.ra�uo�n�np a1nn�.rd.ro�rlqndjo ssaualalduro�ao rL�n.rn��n ayJ Jsa�uo��Cnw lnnpfhrpui uy•a�aldura�Jo a1n�n��n Jou s�nJnp uapni a�npa�old 'b'P9nS r' �s�pilo y ln8a�puD s�fnpuns`s�Cnp.rn�as Su�pn��xa ysanba.r ay�yJint�'jdwo�oJ y�r ynt ut y�1nt s�Cnp an��nuo»tppn un anny rfnw pun'�nnpinipui ay7 tu.�ofur os pnys ay'awr�Jny�ur y�rnt Jsanba.r ay�c/tin�rClduro��ouun�ayl'f �a�qtssod Jou sr a�unr�du�o�a�nrpawwr�`s�Cnprloy�n8a�puD s�fnpuns`s�p�nlns 8urpn��xa'Jsanba.r ay�jo a�np ay�jo s�[np an�up yJint ao'uors�tirpqns sr yJ oJ Junnsand apnru tsanba.��fuD ynnt'a/qissodj'�fja�n�paruwr`fjdwoa/jnys rfluoylnn a�q�suodsa.r ay� sa�do�ay1$uqrdu�o�pun'8w,f�i�.ra��8ur�nw jo s�so��nn»n ayJ�fnd oJ uos.rad 8upsanba.�ay�a.��nbaa�fvur rCJlaoylnn a/qrsuodsaa ay,� �n1np ay� jo 1�a(qns jnnpinlpul ay1�fq 7sanbaa uodn n�Dp�ilqnd ao aJnnud ayt fo saido�aprno.rd�jnys�firaoy�nn a�q�suodsa.r ay,� pa�na.r�ao pal�a�lo�uaaq sny�Di:pintpu�ayJ uo n�np�nuot»ppn ao Sutpuad s�uoil�as sryJ o�JuDns.rnd uorl�o.ro alndsrp n ssa1un.ra��na.raNJ syJuoru xts.rojru�y oJ paso/�s�p aq�ou paau n�bp ay1 Burunaw s��jo pauuof'w pun DJnp aJnniad ay�untoys uaaq sny pnnpurpur un.ra�Jy •n�np toyl jo Suiuvaw puD�uatuo�ay1 jo pauuoju�aq��nys'sa.rrsap ayl 'pun uu y o1 a8my��fun�noy1tht nJnp ay�untoys aq/�nys s�anp�nrpui uo nJDp���qnd.ro a�onl.rd pa.ro�s f'o J�afqns ayJ si oynt 1Dnpurpui un'tsa�:ba.r aayJ.rnf spy uodn •rDi�uap�uo�ao a�nn�.rd'��Iqnd sD pa�issnj�si�r.ray�a ynt pun `sjDnprnrput uo nJnp pa.rols jo 1aalqns ay1 sr ayaaytaynt paw.rojw aq j�nys�bnprntput un'�fjuoytnn alqisuodsaa n ol�sanba.r uodn /nnprn�pu�A'q n�np o�ssaa�d 'F'pqns su�.�o asoyJ uo o pna�sui suoiJ�ru�sui pun a.r xrol .ra oa ao zvl awo�ur jnnpintpui ay�ur uots�nipqns s�yl.rapun paarri a.r a�i�ou ayJ a�nl nw anuanaa o.rauo�ssiurruo�ay� �.ra��fo Juau�a�aofua nw/v o� 'S uorsintpqns 'Z8�-� uor»as ot Tunnsand'n�Dp anr�nStJsanur�ijddns ol paxsD si jnnpin�pui un uaynt rCjddn�ou��nys�uawa.�rnba!sry� nlnp ayJ an�a�a.r or nta��n.rapaj.ro a�DJs�fq pazt.roy�nn sa�lt�ua.ro suos.rad.ra yJo jo�fji�uapi a yJ(p)pun:n�np jviJuap fuo�.ro aJnntad�'jddns o�8uisn1'a� .ro Bu��Cjddns siy u�oajSwsun a�uanbasuo�untou�,tun(�)�n�np palsanba.�ay��(jddns o�pa.rinba.��fjln8a/sr.ro asnja!�Cnw ay aaylayna(v:wa�s�fs apintatnls.ro'uoisrnrpqns ln�iJr�od��uaSn a1b7s Sui»a��o�ayJ u:ytrnt nJnp paJsanba.�ay1 jo asn papua�u�pun asod.rnd ar�J(n) .f'o paur.roju�aq pnys fjasuiry Suiu.ra�uo�ntnp�npuap�uo�ao a�nnrad�ijddns o1 pa�/sn�vnpwpur u� 7nnp�n�pu�uan�8 aq o1 pa�mba�uo�Jnw�oJul 'Z'P4nS . �uor»as s�y1 ur yJ.rojlas sn aq��nys pa.ro�s aq oJ ao pa.roJs sr nrnp ay1 woynt uo�nnptntpur jo s�y8ra ay� vJnp jo ad�',� •�uorsrti�pqns d.L d0.�0 S.L.�3f9nS.�0 S.LH�I?I r0�£1��aS � CHECK OFF LIST FOR ISSUANCE OF PERMITS ' FOR OFFICE USE ONLY � ADDRESS OR LEGAL: I 1 `�v G A 2�c rv (��2 r PID: DESCRIPTION OF WORK: �/�ctis i7�,s ZO.vI�Ti G RE'VIEW BY: DATE APPROVED: BUII,DPIG REV�W BY: DATE APPROVED; FEES TO BE CHARGED: Misc. Fees Calculated By: PERNIIT Yes ✓ No PLAi�1 REVIEW Yes ✓' No SEWER COivNECTION STATE SURCHARGE Yes v No WATERCONNECTION INVESTIGATION FEE Yes No ,/ PARK FEE SAC Yes ✓ No SITEINSPECT'ION Number of SAC�Units 1. OTHER (specify) ZONI�IG CH�CK LIST Zoning District: Fire Departmenr. Post Office: School Districr. � Lot Area: Sq.ft. `�f3,q35. Z Acres /./ Z Width �R/����Z Depth Survey Submitted: Yes_� No Date of Survey: �f• Z K-�� Proposed Setbacks: Front (Lake): 3� �`7•� � Right Side: 3 S•� Rear(Street): �25� ± Left Side: ��•2 i� Adjacent Structures: �/!+� �Vetland: �� i Building Hei;ht: Def. Hgt. 2`t Pealc Hgt. 3 t�` Lot Coverage: �3.�3�� Grading: Staff Approval Date: s-� -o� By: �� Council Approval Date: �� Septic: Staff Approval Date: — By: Zoning File: # -- Resolution: # Resolution Date: Shoreland District: /IJC� Avg. Setback: Bluff Setback: Lot Coverage: Ezisting Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: RENIARKS (in house): 7 BUII,DING REVIE`y CI�CK LIST UBC: 12' 3 CONSTRUCTTON TYPE: �(N _ Sq Footage $Per Sq Ftg Basement x _ lst Floor x _ 2nd F1oor x _ Garage x _ z = TOTAL Fstimated Construction Value: $ 1 c�o,pod °c'— Inspections Required: `Vork Requiring Separate Permits: Site _�Plumbing Fire Hazdcover Removal _�Mechanical ' Water Connection �Footing ' Septic _�Sewer Connection _�Framing _�Fireplace _�Lawn Irrigation Insulation � (Masonry� Other Wall Board ,� (1�Ifg,) _�Well (State Permit) F�� Grading/Filling _�Electrical (State Permit) Other REI�IARKS(ni 1 HOUSE): - -------------------------------------------------------- KEV�W BY OTHERS: DAT'E: Access: Existing New Access Approval: Date gy; ��__�_� ------------------------------------------------------------ REiti1ARKS (TO BE NOTED ON PER11�II'1�: 8 Rpr 17 03 04: 05 TOM LIHDEMEIER 952 361 6918 p. 2 +i61 uuc �. > , � �X'iER1aR ENYELOPE AYEkAG� "[i" CONPU'tAt10N . � ���� . . . RON � ��R: � �� ..�,�E Aoot�ss: � : �-- k � ,� ' CO[07'RACTOR: ,_Y7�'�'7-� 1-��� ,�t'Ol�r��4AlE: �� � !✓2— PEI�1E= � ptz'T�SiltlttE NOBKtl�6 �E �1;A� ttF EACA: � ' ��<' .� �. 3 YO�TAS. ExPDS�b W1il. AREA...--... G{'VJ d� 5q f C x �R{'� � � ��� z. 7�OTAt itDDF/CE i LiNG AttEA........ 2q o� � �t x �ro�� ���"'_ �7�•`� '°a�° 31' 70TAL EXPOSf D HRLL AREA CALCIlLAT I ONS: - ' Total �xpotwd walt arca abovs fioo�,..,,,,. �irlC7 sq ft t . a) ToRa! wail wiadow ar+�a: �... glaztd...... � ��"7 sq ft x .��.. .7� -1_j * �� � �� glaxtd...... oq !t x "U" _ . _�� b) 'Totdl� doal' aT"ea `r 1{'�j gq ft x ��u�� - ; t3.�p a Z.O ......... e) 1'otal sl tdtng qlass door at'C.a: , �j,_,_ glaztd...... � 44 ft x "U" _ � . • qlared...... 5g ft x "'U" � �ri. _..."' dj Tota1 flreplaee waii area --_� _�sq ft x "U" � � � e� Tata1 r�ell fr�eing area ,�2� aQ ft x "p" lO•> > _ ��,�� �- (Ava�age 10�t?........... f) Yatai t�= ►re11 arr� above flvor {Insulatad}....... �i 1'7�'� sq ft x!'t!" ���" � �� - --- . g} Total�-ria }o[st araa..._.. �� sq ft x "fP' ,.O<D �. �L� Totel foundatton ��o �t - atea (E'xposed)_..._.... sat A} Totat fvundatta► wi�da�e area............. l� �q �t x '�1" _ �� t� rot�t nec fou�aatlon a�a above arada_._..... 2 -�-�0 sa ft x '9!" .O�O e )�J �. . �uTat. a) �c�,n� iS � 11-$2 � !f 1 t�++e �3 f s t he saws as, or l ess than i tes �f. �rou tterve e+e t d�e 1�►tent af 2 � I_16008 A sad O. . Page 1 Apr 17 03 04: 05p TOM LINDEMEIER 952 361 6918 p. 3 �uua i . � � . i ' �+. TQ?AL EXPDSED RQOF/CE 1 L E1�6 U1LG1/t.ATI ONS: • �p - f�R- �L,� ' i y� � TotaT exposcd � roaf/tai t inq area........�^,.,,�sQ ft . � ' �) Totet skltiight area........_.... � —sq ft x "t�" � ~ . - �-- ' � k) Yotal roafleell inq frs�at�g r •� , O)� .• �r�2� area (Av+eraae ta�:)...... 2�7'� sq ft x 'U �,_ ,,,.,,,_,.,..,,,,. o y�L ; i06� .ty-z o 1) Totsi ��t E�aiated � � .o y� � ��.d� roofloeili�g ar�a.------ ����sq ft x �' . T�Y.+�L �E-T �p c,.r�..y � � � 'f�TAL J) thra t) 'y�•(o �' .O�? 1 if totat of sk ts the san+e as. o� iess than �2, Yon �+ave oet tF� intent of 2'`�� Z MCAtt 1.16008 A acd 0. , I AL7EWipTE BUilOIH6 E1�YE�OP� DESiBN Ta ait l ize thc total e�velape s1rste�n +a�ettwd; Lhe valu�s gstabl lshed b�► thq swn ort i tems 1�3 and !�� +�hat 1 eot be g�eater tha� tfie sun� of 1 tc�as Ai and �Z. 1. �"�� + 2. "1 -r'i-� - � �r7 U•��i_ � . `.' ' 4-g�2- + b. �-7.Cv 4 6 -r'-��Gi�fr�- - 3, . - . 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'i t�terior ai e fl lw �- - � ti�-R R��.� ra.�.�c�- ��.o _ —t3 z� �r,.�t _____ �.�9 � � - � 7J�• Q�j���. ��4..tL�«� 2.(��' �� S 1.�r2 Sr�t W. 1_�±�ttrit,G�-�s_, •$! — � EL.�ctartor ai 1' � A- Ai. � t •l�t p0i1�7I0M IpS�I�'�Oi tffiqUI�EDz u s iltt = .Ola Min. iti5 oa entire ++at7 �t _ �f A.�,` ltin. R-10 �e i�_frost 3�e@� , ' Fb1�tATIQN SECf IEl11: � e�•-•• � �---!{t late�lor air fiiw_ _ �-� :�-�' 2 .�'�� �c�-r�= ►�s�/� t�r p -� �fL• � a �i� i,2 - . - -�a: � ter or a r w . �:e- .,. „ t5 ss:m-_• t� _ rr�" ::f d R= h•-i� • tl � 11it : ,, �� . Suu o�1 sRltaE � - _ • d • -• - :�a..b•�t.� ' • '• "� � • q •- ;d•� � +� � d�=�' � � � : e �`►'��'p�- - :'.�.of a� ••• �:- a •� ss • a_a...`.• -., .'`-°-.•: �� •d - 4 d •r � i .-� : 4 �. '��'ti-. �� �`C . •6 �f a , ' `: ' ... �• ' �.Q • ` •� • '�` '• � � �� - �' ��5��5: -4.f ����_r �� �ii i , . . - r d•-:'". Mipia�a� R = a:5� :.a. . . � e . � .- • • . . -. � �,�.it� - . • t. . �.= �ted 51abs: : a. . :.'.d . '- 'ip.� •� lHwira� A � �.8 ' • % q•. -+ - 1��� • ���� � • � j I� � � • ' ~`i + '` P 3 't'���?�d=-a��' T`~;� � " , ... o,-., t t .. Rpr 17 03 04:05p TOM LIhDEMEIER 952 361 6918 p.5 � ' ' � ' CONSYRUC't I dN R YI1LifC . iEtL1Na SECFfDti (IM�.1tTED1� .. ' }� Interloe air�fitw e.�� � I 5/Qj" �-f� �g�v 0.5� ; ��fiG. s?..�v+ . R..'�:Tl� �3 � 4 �s�ea� s r t� sti 1 i �!. _1 T� R ��,R`7�i a {! a 1/it•.�-?-� - � F CElLINR �R�Mt� SECTi011: ' . 5 1 inter3or �ir filw 4.ft - . 2 �' � . fl � YENTEb � ��,r er .��t�.. � � F'L.OM1 ; �,�sz �d1� , t.�ood � l►..�-�'-, ;: � . - . � = s4.�3- U •a i/R � - Dlg .�� 1�tL1�8 SECT1d1 �11�.A7ED�: t ! far aat f�ts A.�1 4 ! • � x .�� �.s� ,Sv , . . ; �T ,o • ' � bclertvr air n st O. - _ _in R = r�+�r�c� - d •• j/R � •02 i _ .,...__ t 3 � 5 cE��rns �tdwi�t sEcc��r: . � 1'- fs�e�lor ait fife� �.F1 -NENTED i ��SJ� T �"L� K S�/S� Oi�T� • � �:�^1�•� .II� �i • i d . � Ekt�'ior a�i.�'�sii t!. S �j'y�� so� �rood A-.3'� �R = �ot� _ - p Q 1/yt � ,p(� 3 - 4 5 � � • �7 �- - L . .�.. - � 1 lashie.air Ti1w A.�1 � •., . .. i;=`�:'' 2 - � � � .. -��--- - . " t � _ts a t i lw . . R+� .__ � � � ��� _� . p� � . � • ' ' _ HARDCOVER CALCULATION WORKSHEET SETBACIf ZONE: (CIRCLE ONE) 0-75' 75-250' 250-500' 500-1 t100' EXISTING AARDCOVER IN ZONE �p���/ A. House z = lY 7 S.F. Lengty Wtdth x = S.F. x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x — _ � 5•5 / S.F. x = S.F. D. Sidewaik x — �. /� S.F. x = S.F. E. Patio/Deck x = ��5� S.F. x = S.F. F. Landscape x — S.F. Underlain x = S.F. By Plastic x = S.F. Or Fabric _ G. Other x = S.F. TOTAL HARDCOVER IN ZONE - � G�7 S.F. A T07'AL PROPERTY ARE�!IN ZONE '" .� 5.F. B A ��'18_G�7 - B ��.� z IAO = � .S % PROPOSED HARDCOVER IN ZONE A. House x — S.F. ��g� Widrh x = S.F. x = S.F. x = S.F. B. Garage x = S.F. C. Driveway x = S.F. x = S.F. D. Side►valk x = S.F. X = S.F. F. Patio/Deck x — S.F. x — S.F. F. Za�rdscape x = S.F. Underlain x — S.F. By PZastic x = S.F. Or Fabric G. 01her x = S.F. 7'OTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTYAREA IN ZONE - S.F. B A — B x 100 = % 24 ��j ��� � � .� �_ ,DATE. TIME CITY OF ORONO ` CALIED IN �I l r� 1�' � �, p� INSPECTION, IC SCHEDULED �jll(o � ��.�� PERMIT N0. � % �^ co PLETED ADDRESS � � '�� �—�Ck�'�� C� � OWNER CONTR. I�',�P 1 ��i C Y�i TELEPHONE NO. � � f� ��� �- �I LI ��f� � DESCRIPTION ����� �'�� � Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL � ` 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:�YES_NO � COMMENTS: � — W � � J O � � O � W � Q � 2 W � W � � O W ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-46�0 OwnedContrac �t - �� �i�'"� 1,.t.::G� Inspector. �,•�� i White Copyllnspector's File Canary CopylSfte Notice �s�t ) �/� DATE TIME CITY OF ORONO CALLED IN INSPECTION N SCHEDULED �'2-Z=� l4•d PERMIT N0. �ZS 3 COMPLETED ADDRESS �f�� ����� C� OWNER CONTR. ��'t- L�� TELEPHONE NO. �-'�� -" 3�3 � al'-S� � i�j � � DESCRIPTION ��. �a� � 01 FOOTING 1 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOILOW-UP ? 09 PLUMBING RI 23 SEPTIC FI AL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL � 36 FOUNDATION/REMOVAL � OWNERICONTRACTORTOMEETYOU:V YES_NO � COMMENTS: � W � � J O � � O � W � Q � Z W � W � � O W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAII INSPECTOR �CITATION ISSUED ❑ INSPECTION REOUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-4600 OwnerlContract Inspector. White Copylinspector's Fil Canary Copy/SHe Notice �� ✓. �/D� TIME CITY OF ORONO CALLED IN � INSPECTION TI SCHEDULED ll-(�03 1 :o0 PERMIT N0. � COMPLETED ADDRESS ���� ����� �• OWN ER CONTR. TELEPHONE NO. b-5/ 77.� 7sS� � DESCRIPTION �G�%'�'�-� l� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT `� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEEi YOU: YES_NO � COMMENTS: � W a � J O �. � O � W � Q � 2 W � W � � � � �RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail forthe next inspection 24 hours in advance. (952) 249-46�� Owner/Contra site: Inspector. White Copyllnspector's Ffle Canary CopylSite Notice Z�f � � /�DATE TIME CITY OF ORONO CALIED IN INSPECTION NOTICE SCHEDULED - • / PERMIT NO.���D 2-�3 COMPLETED ADDRESS �� gO ��2'��� �� OWNER CONTR. �� '�°� TELEPHONE NO. � � � 7-� 7�-5 � DESCRIPTION �r1SfJ��OY► � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � �. � � J O � � O � 4� � Q � Z W � W � � d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOfi REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O iNSPECTION REQUtRED.CALLTO ARRANGE ACCESS. Call for the next i spection 24 hours in advance. (952� 249-4600 OwnerlConUactor Inspector. White Copyllnspector's File Canary CopylSite NoHce : DATE TIME � CITY OF ORONO CALLED IN INSPECTION N�TICE SCHEDULED PERMIT NO. ,. ��p��� COMPLETED �� j s �� ADDRESS � ���i" �� �'� � � OWN ER CONTR. TELEPHONE NO. � DESCRIPTION � l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q�05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Z OWNER/CONTRA�TO MEET YOU:_YES_NO � COMMENTS: �� � �� a � � :`�C� '� � - Cl� ;/L �- o :X O� � � �=t.b KJ � � a � 0 � W � Q � Z W � W � � GW WORK SATISFACTORY:PROCEED �P OJECT COMPLETE � ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY V BEFORECOVERING PERMANENT L CORRECT UNSAFE CONDITION WITHIN HOURS. n PHOTO TAKEN INSPECTOR WILL RETURN � CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-46�� OwnerlContr n ' Inspector. White Copyllnspector's File Canary CopylSite Notice �T U"" !OD T TIME �� CITY OF ORONO CALLED IN l INSPECTION N o�a5 3 SCHEDULED /O 2 :o0 PERMIT NO. coMP�ErE� ADDRESS �1�0 � OWNER CONTR. TELEPHONE NO. �O�I — .3 Z��' �p8�o� � DESCRIPTION ��/� � � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC AL 35 HARD COVER REMOVAL J 10 PLUMBI J 36 FOUNDATION/REMOVAL � OWNER ONTRACTOR TO MEET YO : �+YES NO � COMMEN S: Q ""` ,e g ��`'`�S � i S M o �- i.U��('� ' � �4 P�'� � � 0 � W x Q � z W � W � � d W� ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ,� ISSUE CERTIFICATE OF OCCUPANCY 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-46�� OwnerlC ra on i : Inspector. ` White Copyllnspector's File Canary CopylSite Notice ! i`��� ���`� �,��_ �� C�-E VV�. B R O V�N LAND k�UR VEYING, INC . 8030 Cedar Avenue South Suite 228 WOODROW A. BROWN, R.L.S. Bloomin ton, MN 55425 President Phone (�952) 854--4055 Surve �'OT: Fax (952) 854-4268 y Dan Lang Homes NORTH - - - Existing Contours Proposed Contours � Denotes Iron Scale: 1"=40' Monument Found o Denotes Iron Monument Set S- Silt Fence h `•,�.� ,.�`. R� }�� � Overflow Catch Basin ��� ���" � � 4" Spruce O 4 Willow �� O� O�o�o Top of Manhole , GARDEN , � 0�1027.1 - _ 026.4 ,� _ .?C SIl'� PLAN GRADiNG PLA�i Tc"o �. T �-c��/RT C� A�F'ROVED- N��,.l �S. '02'.' West '� 91 .07 R=275.00 � � ����'��VED YVlTH REV1SIOhS ` , � �iS��P��Q l"c ao s s-�,.30�,pp,��, � �Y = o- 0 1 = � ,ozs., "-' -� ` �... �6 . ��1T 5-6-�3 � o� x �� � `;.s�. ��r439 ,oz4. op0 W N 2o , � p 1029.9 \�F �I '� I 81.9 3'i�° 1029.9 1�28.1 11.0 / �\'�\ j� �i \ � 15.7 �b � ,S, ^. 0?43 1 3 (1029.0 /a> \ \ ( �� x� � 1028.1�02 h,y ~ QQ �' a� � M �02�.0 (�oza.s � i � Xozs.o � I �s _ �oas. � ,. � OQ. O 'o? �'9 0 4 6 23.5 N 025.8 � ��� ?J, � Q � 79.9 26.7 � � �s S 3 wI� �oz3.s(io2s.� � � 8�(�o2a. ) � �o `9 8 � � � N I � o Proposed Nouse N ? ----- � ►� n N (n � I�n `r ,� 2.0 � � �i0 \�� X 025.4 Q o .- 0 • ? \ � o •- Z � M � `r Deck (1018.9) � -"' � ��p �� � 45.86� 8•9 14.0 10.5 �OVe 37�0 ��� ��� `�� � � Retaining 30~ � X , u� � � 2 S . � � x -�_ 1n2�.9 . � � ci ci �. e of o Wall iazr.2 � -�S� � i i• o�e. � .o io� .;��a.; � �����o�\\��\ -� � �' � � ��p� �� \ Potio � /�'1.,� � '�,�_�„"�'�� �� �� ��� �POND �`�;�\�� � \ S ��\ \ � �\,\ Dratnage dt � � �0262 \ � j.�� UtiBty Easeme�t � �� ` \\ \ \��.y�� � , � �� � � � � � 2f N7 . � �. ���`��� .'� '�'o•o �`5�'ps,. `°�'o � \�� \ �,y� � ,�� / 4 � � �/ acao � \\-V`'`�,\ ' �Hs��'�a" 1Nt11 � � � . to2�. \ \�� .3tB�,� � a � \c'o \ \\��?�\�� ��8 N O ip- 3� ��o �\ �\�o'� �„� �� �~� �. � � \ d' 64 �o � � 5 c�n ,r d- � � � � 1 AR EAS �� � � � `o � 'i o i�p.5 Area of Lot = 48935.2f Ft. Sq. � Area of Bldg� = 6744f Ft. Sq. � \` 0 Area of Hard Cover = 11518.Q7f Ft. Sq. Bldg Cover per Architect = 13.8� Tot a I H a rd C ove r = 2 3.5±� Top ofl�Block = 1029.4 Garage Floor = 1029.0 Basement Floor = 1019.4 NOTE: No Search Was Made For Any PROPERTY DESCRIPTION Easements. Lot 1, Block 1, WILD HURST WOODS, Hennepin County, Minnesota. I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Registered Land Surveyor under the laws of the State of Minnesota. W. BROWN LAND SURVEYING, INC. Doted: April 24, 2003 23-03 �Noodrow A. Brown, R.L.S N0. 15230 � 1 of 1 A5 RIDGE YENTAS Approved fS&Ire- s- s hai. i,3@ L''i ld.siCn' Fv4� REQUIRED Plainly Visible And Legible From The 9 6" � fry Tire Pmpo r*r ER ER u 4� I ASPHALT SHINGLES 12 I I FREFIN METAL FLASHMG �14 OVER IX4 CEDAR FASCIA ON 12 IXI2 CEDAR SUEFASCIA T-14 5/4" X 4" PANTED MDO PLYWOOD FIELDSTONE / _ RIDGE VENT AS 12 CEDARI _`4 PANEL CHIMNEY W/ RECUIRED TRIM 8D STONE GAP Z" �� 5" CEDAR BRACKETS 12 1 by 12 712 12 V I "HARDIE" SHAKES - I T Z 4� PROVIDE "SHADOWBOX" 12 11 1 BEHIND CIRC WDW PAINT ER ER ER ER PREFIN METAL OR 14 I BLACK OPPER FLASHING OVER RADIUSED 2X4 I I 1 IN METAL N Z CEDAR TRIM BD OVER 9 - ' I. 5X12 COPPER FLASHING 5/4" X 12" CEDAR TRIM - 5!4" X 4" CEDAR TRIM BD U 12 HEAVY OVER RADIJSED 2X4 8D W/ ARCH TIMBER 12 11 CEDAR TRIM BD OVER ASPHALT I 5/4" X 12" CEDAR TRM BD 14� �14 CEDAR 14� �14 5/4" X 12" CEDAR TRIM 3. ROOF I IBD W/ARCH SHINGLES p_0.. I'-0" 1 i PREFIN METAL FLASHING \ BRACKETS � LME OF PITCH BREAK 4'-0" 5/4"X12 I - I OVER IX4 CEDAR FASCIA ON _ CEDAR TRIM IXIO CEDAR SUEFASCIA �n -5/4`X B" CEDAR PREFIN METAL BDTRIM BD _ � DRIP EDGE 4. 2X10 CEDAR FRIEZE 12 SXI2 HEAVY TIMBER12 TRUSS BRG 5/4" X 6" CEDAR 5/4" X 4" CEDAR" CEDAR FASCIA CEDAR BRACKETS E PROFILE OF BD 10l 12 10� I - I TRIM If BD -CUT TO FI TRIM BD BD " X V CEDAR I VAULTED GLWs H - 5. ZXIO CEDAR TRIM BD 10� TRIM BD 'f I BEYOND �10 12i - 12 - _ - - 12 CUT TO FIT r 'IJ I ;a - 10 1210 �10 _TRUSS BRCS b. 2X4 CEDAR TRIM BD _ _ c' I!- _ T• AT COLUMN CAP MOLDI im 4"-HAFVIE"NG 2X6 CEDAR FRIEZE BD.OWER 11" COVE ( 4° HARDIE 8. CORNERBDS - CORNER BIDS 'A 6' EXPOSURE 5-2 I ( 5 2" II _ , " _ 1 - 3 0" 0 — p ' SIDIwz SURE HARDIE"LAP ILII liJ 0 "HARDIE" LAP SIDING 2._ 3,_0 b ' -1 I I '6° 5/4" X 6" CEDAR - -- 6' --- I - TRIM BD 6" b' l _ 9' t�iHFIRST FLOOR _ TOP OF bUBFLR 2" X 6" CEDAR BD5 — r - AT CORNERS OF BOXED COLUMN OVER 1/2" MDO PLYWOOD PANEL W/5/4" X 12" CEDAR 5/4" X 5" CEDAR I 3/4' MOLDING \2X12 CEDAR TRIM BD TRIM BO 1 5/4" X 5" CEDAR TRIM BD AT 5/4' X 6° CEDAR 5/4'X 10" CEDAR 11 BD 2.12 CEDAR PLANTER BOX W/ 4" STONE CAP AT END OF TRIM BD I TRIM BD 15R� gip" CEDAR I PROVIDE W/ Ix3 CEDAR ME AL LINEED AT R TOP OF STONE PIERS 1 - - PORCH MDO PLYWOOD I I I PANEL PANTED _ — 6" SL-zr,1 _ _ _ _ _ _ _ _ _ _ _ _ _ NONE GAP — — — — — — — — _ _ FIELDSTONE OR 5PLITFACE STONE 6" X S" CEDAR FIELDSTONE OR BASE AT BAY - BRACKETS SPLITFACE STONE A PORCH PIERS- I I TAPER STONE A5 TAPER SHOUILN ONE BIDE- I VER— — _—�, _ _ _ _ _ _ — _ _ _ _ SELECTION W/_OUNER _ _ _ - _ _ _TOP OF -VER STONE NbLAB STONE SELECTION W/ -- — -_ — — — — — — — __ — — — __ � - - OWNER — — — — — — — — — — _- — — -_ — — — — — — FRONT ELEVATION STAIRS AI I/4" I'-0" 8" MAX. RAiS�E: 9;'N1,11114, TREAD 6'-8" NUN. - - AT LEAST ONE Hf-il``+i's X11 rZC',UIr,E,D , GUARDRAIL GP[N IDES MEET INDEX FRONT 4 REAR EXTERIOR ELEVATION LOWER LEVEL FLOOR PLAN FIRST FLOOR PLAN 4 EXTERIOR ELEVATIONS BUILDING SECTIONS/EXT. DETAILS BUILDING SECTIONS/EXTERIOR DETAILS GENERAL NOTES GENERAL CONTRACTOR AND SUBCONTRACTORS ARE TO FIELD VERIFY t COORDINATE ALL CONDITIONS AND DIMENSIONS PRIOR TO WORK IMMEDIATELY REPORT AND/OR REVIEW ALL QUESTIONSAISCREPENCIES AND CONDITIONS WITH THE OWNER ARCHITECT OR OWNERS REPRESENTATIVE FOR KNOWLEDGE, DIRECTION, OR APPROVAL PRIOR TO PROCEEDING WITH WORK ALL WOW SHALL CONFORM TO GOVER41M. LAWS, ORDNANCE% RULES, REGULATIONS AND ORDER OF PUBLIC AUTHORITIES HAVING JURISDICTION. GL. TO COORDINATE ALL WORK WITH ARCHITECTURAL, STRJCTURAL, MECHANICAL AND ELECTRICAL &PECIFICATION5, DR4WNG5 AND CONTRACTORS. CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS, FEES, INSP-ECT ONS AS MAY BE REQUIRED BY GOVERNING BODIES HAVING JURISDICTION. BOTTOM OF ALL CONCRETE FOOTINGS TO BE A MINIMUM OF 44" BELOW FINISHED GRADE CONCRETE FOOTNG SIZE IS BASED ON SOIL BEARING CAPACITY OF 3000 P.S.I. WINDOW SIZES SNOILN ARE 6A5Ep ON FELLA WINDOWS. VERIFY ALL ROUGH OPENINGS W/ WINDOW MANUFACNRER PROVIDE tEMF�RI=D GLASS AND EG -KESS WHERE �G7UIRED BY CODES. ALL SOILS, MECHANICAL, ELECTRICAL, TRJ56 t GIFVER DE51GN t ENGINEERING OF SYSTEMS, SIZES A LAYOUTS SHALL BE BY THE RESPECTIVE SUBCONTRACTORVOR SUPPLIER OF THOSE SYSTEMS OR BY OTHER NECESSARY CONSULTANTS I SHALL BE COORDINATED BY THE GENERAL CONTRACTOR INFORMATION SHCWN1 N REGARDS i0 THESE CONCERNS 15 ONLY DlbfaRAMMATIC t 15 INTENDED TO PROVIDE AN INDICATION OF THE DESIGN INTENT ONLY. NOTE: VERIFY WITH TRUSS/JOIST SUPPLIER GIRDER OR POINT LOADS ASSOCIATED WITH STRUCTURE NOT INDICATED CN PLANS U141CH. CANNOT BE SUPPORTED ON ,YP SPREAD FOOTING- NOTIFY FOOTING 4 FOUNDATION SUPPLIER PRIOR TO PROCEEDING WITH WORK RIDGE VENT A5 'REQUIRED Ea� ER �- f0 CAU I 12 12 , 1 12 12 14� E 114 pF 12 14� W PAINTED MDO 14 PLYWOOD PANEL _ RIDGE VENT AS ER ER - 5' HEAVY TIMBER CEDAR REQUIRED BRACKETS 514" X 4" CEDAR OVER I METAL FLASHING MOO PLYWOOD PANELS - TRIM BD I 10X114 CEDAR SBDAR FASCIA ON 12 12 (INSET) W/ MOLDING AT EDGES 14� 14 -pip 5" HEAVY TIMBER CEDAR BRACKETS 30" DIA WOOD LOUVER W/ 4" ASPHALT ROOF I CEDAR TRIM AT PERIM 12 6HINGLES _ I 12" ARCHED CEDAR TRIM BD "' I I "HARDIE" SHAKES 12 LINE OF PITCH BREAK / PROFILE OF ROOF AT 12 12 ^ I OPPOSITE END 1" X b° CEDAR I 12 14� 6� TRIM BID Z PREFIN METAL FLASHING R I4� I 1' i I I I PRER I METAL FLASHING OVE4 IX5 CEDAR SUBFA5 / 4'-0" OYER 1X4 CEDAR FASCIA ON 6 I I I I 1 I I I 3' -ID° IXiO CEDAR 5I18FA5CIA / i2 2,_0°12 112 2 12 F 10 1� Q m q 10 I I 12 VAULTED CLING - ID a 10 1� 1ID� 4'-l" / 4'-0" :n x \ -w' I I I I v x �10 0 ��10 I 2XIO CEDAR FRIEZE TRUSS BRCS 0 _ - -D - - - - - —7 - - - - - / LC' \ BTRJSS BRG m= q'-0" -•tr-*Tri a' .,-: ..}�,,. - _, 4,_ " i it _ H* t T [El[FRI 2X4 CEDAR TRIM BD 36" M I i Nl - ! 8 3.J' � �..J:. � � 2"Xi CEDAR WB =- - OVER 6" COVE 0 4" MAX. QPEPJINGS AT COLUMN CAP MOLDING 4" HARDIE COR4ERBDS .. FIRST FLOOR TOF -0F SUEiFLR ____... I ,TMiT' J TOOF SUBFLR CITY P` FIRS' FLOOR - - _ - - - - - - O C C O = _ - P _ T Be IN 1,_ 6"EXPQSURF BUILDING F iT ri�� RE—VIEW BASEMENT TOP OF SLAB - t�J -- —_ HARDIE" LAP 2x12 CEDAR PLANTER BOX W/I I l = ] 5/dD° q INSPECTOR ' r� Ix3 CEDAR TRIM BD AT TOP - I - ,; - .._ 1 TRIM BD s HEAD _ J1$ I PROVIDE W/ METAL LINER _ ,n1 , _ - - _ I 1 - - I S- JAMB I SILL '-I Y�I I,•�,-Ar _I .. C � ) J tTt� 2" X 2' CEDAR TRIM (- L� F ASEMENi _" ...._— ._ _ _ _ Th^;EN rt J 1 "V4;K ShU bedord BD AT SILL BASEMENT FLR I:JP OF SLAB - �_ sit- TOP OF SLAB Ill it �I ' a I n. r t } :? e!IiG ZQ�IIng CO(i9 _...- -----LL --- - - - - - E' u.* IamQuts 1F1.+,:!iln,^ 1 £1'(15 1 ; �I'.,_ f r; I r I MDO PLYWOOD PANELS - 2X4 CEDAR RAILS I Q ��" a f nous ] in this i evi@w. (MET) W1 MOLDING AT EDGE5 6X6 CEDAR POSTS X6 CEDAR 2X2 CEDAR 5ALLUSTER52" X 6" CEDAR BDS At KEEP THIS PLAN SET ON SITE AT ALL TIMES Pro SCREENS W/ CEDAR A6 �7RIM BD I 5.. X 8" CEDAR P05TS CORNERS � BOXED COLUMN 2"XI2" CEDAR TRIM OVER IR" MOO PLYWOOD 5/4" X b" CEDAR 9D5 AT CORNERS ffiOP5 2X4 CEDAR RAILS PANEL W1 3/4" MOLDING TRIM BD o HEAD _SCREEN DOOR — _ — I JAMB J SILL I�----��---r-------- L-------- 2 %BEAR ELEVATION PROVIDE Ptu��IF� M,10 �. THROUGH T ME UNACCEPTI EXHAUST FAN 4I,NT DIRECTLY, OUTSIDE 2 A4 518 Type X St Underside Of g._0., 14'-0" 14'_0" 1.-0., - 3'-0" 4'-0" 4'-0" 3'-0" pW)VW TREATED PLATES W A5 45 I ( I AI yEO CONCRETE Ste. r ?OR R "' D 24" IE3':Ii�'�5. �Liv..r�Fl R'�'�: 5.7 Sit. �._y_. •i ll'A. .i � 44" NMAX'SILL F-�+�. L' t" ir SS a "yin y... I I 4 F CCNOEfE 4W %8• " H 8" MAX. RAISE: 91' ..11N. TIM AD 6 U -S" MIN. HEADPy0k0N AT LEAST ONE HANDRAIL RAIL RE 1 ! RED GUARD A!L OPEN SID S 8 g V � K UP 15R F � \ �- re, Ab tt�� 'c I 'llI WAL'-IO-m•W.ON 7x2 TREATED bicT': FDFWfPG9 A9 HTRE lEG € AeCR -/ BE / PC 3y -b'• k' � I 4 mNzS` crnL:� FmTu�Y -� ._ A FUKRMG STRIPS AT a d80VE � � ma0' F BUILT- xa3-•wvx'9assT __� BEDROOM 2 R-ENRTRCED CR:gZTEPo TIYi a PROVIDE PUMP — REINFORCED C CRETE PIER B8C9P'I-'Li-09L vmm �bWC��L•v aN0� nRM'.b• BECD9PT.R9 m -m Wo J FOR STONE BASE BELOW t3If,.JxPAGs� sswn•Brp%I.N�s4 aZL' LME OF SCREENI -_-m I IF XWL41I9 _ _ — vuAr r ONLr �uPOST D O :-n, DCNLRELORShTSS �NwC'x RJIFSD FL�'IIR�T I iOx'O 0 POR --H ABOVE - _ - TREATED 2x105 AT Ib" OL. E 1 Atm I Xo TO aRTOEELO@MGRADE - (3) aXniD iR PL3Gy R-ENWRLED CQJCRE7E PIER M1 3 p /i•"� fE<t^E"WPAJcLur L/4'0"k rrwoN am^xs• rmTnn HE?D-R - 9CKCE4 F1'FCH , ;<s can�c. uu x- a _ - - - �.ot o I..:c....- Im'i.-EaGORcED `•a't,.+�f l � j�C.. LINE OF W4LgllAT in "� "• �. P7 A 1 �'�'•i.. I '.Yc-�ir _arT bSTDS AT 10' m � = 1 3,_5,� 15'_0�'s" I— \ 1 _ � D=ECK ABOVE I I I L�•fE OF SCREEN PORCH C FRS E III I L � I-Gb'Xa'Xb' � 0 V, I _ CCNQETE PER AT --- VEwy TOTA_I "�3' - I' 11" IIV 2'• 8 T /4" BOXED GOWN- 12'-55 /B ABOVEIFdTJ7. a S -:E 5/A5 1 K cs wr }>3s pw r-sIA° x rale' II �a,-m, a.oac �3_ • x m m � LOADS ERG CNN \ I -21/4'- " - 4 WALL BELOW ,_41/4" ^` � FOLIOATICN RETE t v X6. - - - - - - - _ _ _ I I3'�2 5/g" 4'-2 1/4" �^ 4'-2114"' 2'-10 9/g" T DIRECTLY. CUM501 SIZE FOOTI)Y PAD AS (� DAR i'a5i J - - i., ''- '� I III I srtF inT CREEPED FMMAc-D CEa_TG 919iB1 A•f0.£ PORGFI 17'-0 x S' -b III I % O _ NtEGRAI IIY 0 F�PFo�ED POFD CGI£R£IE V' ALL(' -0' H MN) GN i0• x iEAM REWIt2-9I // / IJ a I �u I Q�m IimP OF 9 I I CMCR fE FLR _ B"R�PGORCED CLNLrETE WOiPYz v acre: Pw ro- nw L _TB AT ED aX=D E I �I D'�9h,t'R5m'. IP1' • I 0 EEA WOODT ki I a8' -- POP -. - 7SEp7 -- 8aTT MEDIA ROOM d a—i ° Ra. e' -m• BOXED GOLIPGI ONm RENFGRGED sd '�' _ r Q 6e \ \ / AT- G POFYII Ib ' -0 .2W.0 CARPET r1R F I I v - CCN'TOW PIER I I ' \ / A6 I ITOPCF 'v -IPn• I -- LINE OF GOVESED I ¢ LIFE OF wl"� „ M BALCO ABOVE 1 '9 I ABOVEm I I_I I I BAR I I NOTE: AT N91D-c Pag WLL E 6•WX4'HFO FICO CE U A 9 " 22,_0•, L- I Ste.' CFD F'r-r6Eo CSTEWALL420"6 A\� I 3'-9' 4-3 9 4i 2 V4" 4'-21/4" I 6'-0 3/5" I I fvl—,F DcaRCRETE FOORNG-PRPADE z' NN $LAE LEDGE Y 9 _ s b' W X 4' H fYIJRED I - 4a" H I EACH SDE LF KIND WALL - TW 6 5LaB ATF TO BE 4' BELCU b a I WALKOJi-VCR LO;KOJi VER C01Lja1E CU,� NI-cGRN. W m„ RE�-xD Po� 1 I N 10 TOP/LE TOP A4Tfc'wi TOP OF SLd6 If \xa\h y^J ` BUILT -M _ L W/ GRADE W GRA LCNCRETE WALL(]' -0• N. x e• FEPFORL'ED CCNOFEfE g . a' I L GF EXTERIOR ..ss�.1s LABOVE — - FGOTpy�}m' T nI T— Sm I i ) DH331 RTW RO. CR I TOPG �' I I UP a GAS GAS i �OP s• GV.• n WJ.9'-O' i'£GRE59 I Rn e' m• N 1� D ''.° W —rm— i a"O'I D I I 3R 9 . CNM 3935 RD. .YA'x3'-IPy' - �� vHssn>m._zc s.9yx 6314 ''-101/21" G" 18,_5 e" 201-5 Ste. r ?OR R "' D 24" IE3':Ii�'�5. �Liv..r�Fl R'�'�: 5.7 Sit. �._y_. •i ll'A. .i � 44" NMAX'SILL F-�+�. L' t" ir SS a "yin y... I I 4 F CCNOEfE 4W %8• " H 8" MAX. RAISE: 91' ..11N. TIM AD 6 U -S" MIN. HEADPy0k0N AT LEAST ONE HANDRAIL RAIL RE 1 ! RED GUARD A!L OPEN SID S 8 spECIAL MOTE SEE ATTAC ED E FOR Snnot CODE REQ IREMEN' ;11M E ' � a I I 4 F CCNOEfE 4W %8• " H 4 6 ODE 4/^e H.H --------I----- I I 4 F CCNOEfE 4W %8• " H 6 1 uAL a' -m° k M. ou zm• x s• REL�D crNc FovTr.•e I I _ � BEAI•I \Po� / e�E 8 g V � K UP 15R F � \ �- / � tt�� 'c I 'llI WAL'-IO-m•W.ON 7x2 TREATED bicT': FDFWfPG9 A9 HTRE lEG € AeCR -/ BE / PC 3y -b'• k' � I 4 mNzS` crnL:� FmTu�Y -� ._ A FUKRMG STRIPS AT a d80VE � � ma0' F BUILT- xa3-•wvx'9assT __� BEDROOM 2 R-ENRTRCED CR:gZTEPo TIYi a PROVIDE PUMP — REINFORCED C CRETE PIER B8C9P'I-'Li-09L vmm �bWC��L•v aN0� nRM'.b• BECD9PT.R9 m -m Wo J FOR STONE BASE BELOW t3If,.JxPAGs� sswn•Brp%I.N�s4 aZL' FhLIxAO"HFBOE'R-D,',,mk�S -_-m y XWL41I9 � cm a9 rWr — vuAr r ONLr �uPOST D O :-n, DCNLRELORShTSS �NwC'x RJIFSD FL�'IIR�T I iOx'O 0 _cr.T -OR - _ - x. _m_ ' "nCXr aeW+,l.•" 7 E Nd; I Xo TO aRTOEELO@MGRADE - (3) aXniD iR PL3Gy R-ENWRLED CQJCRE7E PIER M1 3 p /i•"� fE<t^E"WPAJcLur L/4'0"k rrwoN am^xs• rmTnn HE?D-R - -- , ;<s can�c. uu x- a _ - - - �.ot o I..:c....- Im'i.-EaGORcED `•a't,.+�f l � j�C.. '..• ;: "� "• �. P7 A 1 �'�'•i.. I '.Yc-�ir _arT bSTDS AT 10' � = 1 3,_5,� 15'_0�'s" I— \ — _ � ccrcr�,E WALL-Im•-m°H.cN m'x8'ER CR D 3' -fl" .9 C FRS E III I L � I-Gb'Xa'Xb' � 0 V, I _ CCNQETE PER AT --- bu "�3' - I' 11" IIV 2'• 8 T /4" BOXED GOWN- 12'-55 /B ca;cr�,EroTl1� a S -:E 5/A5 1 K cs wr }>3s pw r-sIA° x rale' II �a,-m, a.oac �3_ • x m m � $ \ I ,_41/4" � _-- - T DIRECTLY. CUM501 iEAM e - a I m s}s �'-0 1/4" r 5'-5 1/4" l'- I/ m 4'-3 1/8" / / \ ulaLl.\ \ �y BATH • 2 _ = I r Im• REInForrED Pana -j I Aj�\ \ / 1+ r. 4 TILE FLOOR .> NeRe1E U' ALL -10'-m• H. cN Ox p S / a�_b. x a•_b" x E° EX 7SE 1c i \ 9'-9�5" P_ I O x RZ �TFASED AB TH • I ccNcrtr rmn� C01-U•N i-0Oi1NG ATH 4" W X e' H FOF=D CRLR_iE k n' -m .7-6 ?• \ I OS TILE FLOOR �' e 4 •a EA:H WAT C,�t FLOa2 d. �� �� _FEE CLIi K0 cE LGEN\ \\P \� ❑ I S / 2 5/B' Gi_ __j AL GR -'D AC GOND 9 sieR�DFWRCfi _ WALL (a'-m•.Htfl1aN:1m• X B' ^a I —__ _ _—_ I rl I rr�vaaw •� REREaRLED fLNC Kk)TBYs I I OGKOIIT T T4M 12'.2 /6" %/ ('•' \ ,qli c. }. _ N y� X04' + cot 3 :ll. RIE FOUORm _ �< ry9 AS ' '� O p^ 'a A MECH/STOR V-0 al' -b }Xs 6TW}9At k• v..� V CLN'C FLCOR I-G6'za•X W'. LL ROP W EAIEDL I I ¢'t n+ '9NK ` vV��3/ ,D Im'-le°@ C 4Fr .1.•x ` �� ai FEoicVIUJ. PK PKK V 10 3 '^ m 8. b Q ■ s O IIw can C D'-P.^xs•-sk• BEDROOM•3 v 2•-b S / m m Y ® - -- FDQ"I %GmTPBpAT IA' a -0 X 13'-0 rw o cPT 1iCOR PKr DR 4'-0 5/8" 4'- /8" 9'-2 13/1 b' -b 13/16" 9-9k'R 15, " 5'-51/4" 8'- I!2" DRrER vLBIC) 0 42'-3 I/4" • B '- I I I B B 4ff�rED si21GN.c� u,s^IED LPX TILE FLOOR L7EFLOOR AeL1E — lUli BOKD COLUMN ABOVE CN REINFORCED CCNCR>T_ PIER VERIFY TOTAL LOADS ER4 CN FOMDATIGN (ENFORCE 1 SIZE- FOOTMG PAD A5 REHIRED _,I_ BASEMENT FLOOR PLAN W-01. LOAD AEOVE LOAD A5�. 6'-b" b' -b" 5'-0" 6'-b" 5'-0'• 59 — --------I----- I I 4 F CCNOEfE 4W %8• " H N e" RE. EMF FGIRED LQIG P 1 uAL a' -m° k M. ou zm• x s• REL�D crNc FovTr.•e I I _ � BEAI•I \Po� / e�E FOR TA'FA'D RSAL .0 � K m'r=SForgv W -RS F � \ �- / o tt�� 'c __j9i e,vs 'llI WAL'-IO-m•W.ON 7x2 TREATED bicT': FDFWfPG9 A9 HTRE lEG € AeCR -/ BE / PC 3y -b'• k' � I crnL:� FmTu�Y x e• FUKRMG STRIPS AT £A o a d80VE � � ma0' F 11NEXCAVATED 0 B R-ENRTRCED CR:gZTEPo TIYi I" O.C. W/ }Icep — REINFORCED C CRETE PIER ;l clT ly R-11 RIGID FOR STONE BASE BELOW m y XWL41I9 g' 3" b'-0" — — p ,_b" ONLr Iq 12,_6" I p K SIDE VERIFT ELEVATIGN9 x9 I Xo TO aRTOEELO@MGRADE - (3) aXniD iR R-ENWRLED CQJCRE7E PIER M1 3 p HE?D-R - FOR STONE BASE EE1OD m • EO)(ED LOLL M - PROVED <: , _ - ADE 346E AT FLARED PIER .T'CE:JTRdTED SIDE- VERFT ELEVATIONS WITH GRADE - vate LEDGE ~ DAD ABOVE I TO SEE 4' BELOW FIN GRAD -F (a) 7X17 TRiD I— — _ � HEADER 3' -fl" bil (7)axrs TR1D11 HcADER — V, I _ CCNQETE PER AT bu BOXED GOWN- a S -:E 5/A5 1 K LOAD AEOVE LOAD A5�. 6'-b" b' -b" 5'-0" 6'-b" 5'-0'• 59 — --------I----- I I 4 F CCNOEfE 4W %8• " H N e" RE. EMF FGIRED LQIG P 1 uAL a' -m° k M. ou zm• x s• REL�D crNc FovTr.•e I I � — e�E FOR TA'FA'D RSAL .0 � K — F � K 1®• REAiOS© FQFD tt�� 'c __j9i e,vs M1�pq 2VxVEWALL-b'-0'kON 20' x a• REeD I bicT': FDFWfPG9 A9 HTRE lEG € AeCR "3 3y -b'• k' � C Y' crnL:� FmTu�Y ramllR+cn-gale° I e• uALI. elaw ;p � (a) akn T�1D � � � 11NEXCAVATED 0 B READER REINFORCED C CRETE PIER ;l clT FOR STONE BASE BELOW BOXED C"OLL - PROVED — WE BASE AT FLAREED PIER I SIDE VERIFT ELEVATIGN9 x9 TO aRTOEELO@MGRADE 9'-1" I. 4'-0" 41-0" I. 9'-1" 4" REII'ffORCED CONCRETE 6LAB ON —6" COMPACTED GRANUAL FILL - SLOPE AS REQUIRED FOR ORANAGE I I I I 4 F CCNOEfE 4W %8• " H N e" RE. EMF FGIRED LQIG P 1 uAL a' -m° k M. ou zm• x s• REL�D crNc FovTr.•e I I — FOR TA'FA'D RSAL — sTLNE FFL T_ O.Q sTpE m -s II __j9i e,vs HTRE lEG € AeCR 14'-2" • A2 - FIfiIBHEO 6Q. PT. - Z/'33 -GL PI. I/4" 1'•p" 6CREEN PORCH - ITS 6Q FT. U NISHED SQ. FT. - 362 5Q. FT. B Y 61 [WWQ 22'-0" ,'-8' 2'-0" I2'-4° T-0" 4'-0" 4'_0° 3'40" A5 I AI I I I I 3,'•8" FiRST FLOOR PLAN 1/4" = 1'-0" 77� ([W�C n FMMISWED 50. FT - 21,82 5F. 5CREEN F'ORCFI - 191 SF. a v��$,{ey♦.,Aiu i 4 a �'� ETGMEE�D xlssoR I ROOF TRL'55E5 AT 24" OL. I I. _ _ _ r. - - % 15CREENEDIF°ORCH 44" i w i 1+ \. f. [ R..Y a 3_. .:...., R ',,..�..s ! / 11 / I 2X6 CEDAR FLR - .. 4-.,... I b• TIG WOOD VAULTED CNG I 1 CEILPG AEOVE WCECAR AT JAMES FIS _ I ---- -� --------�1 m SLT� 0CEDAR �- �--------- ----7, -------- � STA I , 5rc>'s Lj_ / '41/4" \3' 11/8" -Bx ,'-2 V8" 2'-85/8" 4'-21/4" 4'-21/4" 2'-10,18" 811 MAX. RAISER "MIN. TRLAD 6'-8" MIN. HEADROOM \ \ Room• R�oem = \' �ti \ /rRops m• TTm. ---- AT LEAST ONE HAN RAIL REnUIR - \ \ \3'-\9•q ' x H -IP' GUARDRAIL OPEN SIRES \\ �i - �Bm• UA�� �� MASTER BEDROOM / �Y.'•�� 361, MIN. n U'•0 - II'•b / t 5t S li MAX. O IV1 _1� ENINl` EROPANTRr n PROVIDE PUMP AND/ORFI N m RAISED STONE \ HRDu.GaD LR •3" / 3'-9" 4' i \\� NE4RR71 \\.IIy��Q PLB . (�f+� ACOESS . 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AT \ = 1 - =1 - MCLO,,T e _ r SLR ^ 7----- \ ----------------- ----- ------ -- I L, t '" 1 , /,z;iyr f•y \•v � _IELDSrGnE OR, / P ® t0Ro. qne FQ b'-IP:•x I G:LtURID STONE LL 1 `e I \ ..t_- q � / / T / t` \ 36' H 2h4' vAU,ED CID L - / tcP lfi I RD. a'.m• i /'/ BUILT-IN IS' -4,/8"/ ° f �I 3/ y'i xo \ I \' -- 6w m i __ •• 9 sl \ /g/ `\. r' \\ S c L.wa�DRr r.v<•x3.�aq. u 1- iz•e I I4' -33/4'P b'-21/4" \ / /\•. \ `e'.–r. @� zze-r r – I \\ —y� 1 mss I -' s, TILE WR m I / OwtBS Rn \ / - - - \�. / WI CL05 \ r 3`-'�--_q1A�� \\3' 9,%° I y \\ In - I FLAT LLAT ,Q+�°�J' .. • � L – _ __ – – –�I I Tto B 6' I �\ / 1 �, 5'-D° I � e•-Ik/ / \ a 0 �- - I \ "' I I – m \ 11 / I i �, p+9a \ \ /\` � // � /35%R03'-IP41 � I�IP4'�x 1'.Iy1•i• � \ 1a� �•'cR/ \ iu� I � ,9 —_ _ /,/ � n = I � B 4 @ 1� _ _ $ rIESSAc / / \ / .9 gb�J/ \ \ P, / �•� IIIEEEGGGi•, I °`�° / O�� e'-5 i4' -D I 3'-34z" 5'-9'4" 3'-1 12"- 5'-, I/8" 4,/e' r -_ ' 3`D z s• -D o ° - - - TLE FLDOR RECYCLING IBI/s" I \ - , - -6 p'4 _ - b'=� ]" - 13'-0' FLAT GIIFYv .°� I 12' " \ o I nF3 -Tf I/8' 3 -B ll8" S -9 1/8 LE LCOR \ - - _ ° MNDO ROOPI // --------D 60 Ik P / - w �\ // i L \ TILE FLOOR _ \ 14'-b I 9'-012 io / I 14'-I Irz" �- m•.Ik"g 22'-93/4'5' II'•4" \ / —_ ' Lam_—_—_—_ _— / ulsroR ML, -M TILE FLOOR GH LOCKERS=55E5 a \ / -yd'/ @" SIOB — cE55 F I � 5'_D. E -F B, Owm RO. ubm Ra \ / 3'-Pq' x 6'-Yq• / I •t' I r-pb�: I I 6'- 8 U8" 12' -91 /8" 8'-8 ,/ ' , 3'''-m• m I \ I-6 1/4" 1,3`-B,/E" I I ENL-INEERED ROOF I, �' I \ / � ' I GUARDRAIL I 1 3'-Y�: s B' yu W I I Ir cF aO.e-\ I -_–_--,Jr m i I I I i iFJ55E5 AT 24" OL. I ,/ I // � I x EQ 35'_6• i I I I 4'_3" 3'E �� 6'_0.1 ._3" -p, 4i 8 I 4CAR GARAGE 20-0 x 4T-4 I FLOOR i 01 L---- U5ETEYLL�AM L-----'– r ------ I I, _ BOXED I II' UPSET CTG L. IAM PIER-6W5/A5 I , --- --- I ---- nzN.E D AiILTED ROOF`/ iRl`°5E6 T 24' OL FARED STOIC BEELCW DN I EkGRgE ROOF TRUSSES AT 24" 0.. � I I I 2 �• I _ \ I ARCNE It ABO VS - - - - - - - - - - J _ _ – - I j I I 1 / ME , \ O "Typ I I r ----J VAT.L\$1D.1�0 ROOF m 3'-9" 3'-9" I 'ANG e / II,ING USED. PO�t- VCE \4 g I I 9'-2" 2'-4" ,'-6" 2'•4" 9'-2° 3'-0" 13'_0° 2'-0" b'-0° 2'-0" 11,0' I y/ P RTI iG_ ° ?�+ MUST W" GES FiREF AUR - ?\TAPED - G ORM a I I GOitE • \\ I I - I � --- — I / • I I - —i vxmr=..o or Lrr_ eea`I EtYWEEFED RDCF I \ \ I iRI5.+E5 Ar 24' OD. I \ \ I \ I FiRST FLOOR PLAN 1/4" = 1'-0" 77� ([W�C n FMMISWED 50. FT - 21,82 5F. 5CREEN F'ORCFI - 191 SF. RIGI,IT 81DE ELEVATION 12 T 121 121 14� / 2 / 121 1z 12T � / 12 12��12 I 12� 2� / / 12 14, / t4 I /ROOF AT LINK BEYOND / \ / 14 r _ _ _ `� LINE OF PITCH BREAK 2 loin •• IIIINIIININ IINIIINIIIIIIININIIIINI INNIINIINI IIIIIIJINIIIIII�INIIIIIIIIIIII�NN�IIIIII�IIINIIL INNIIIIIIINIIIIN��IIIQIJII_II�I��IIIIIi�II�INNIIi 4m WON 0-11 1 INIIIIINIIN IIINIIININIIIIIINIINIII NINIININII', IIINIIII�iNINNIII, LIINIII�'''IIILIIINNII��III_IIIINIi INNN►�NINQIIN�I� �NW���NN�I'�NINI RIDGE VENT AS REQUIRED Lo ASPHALT SHINGLES 12 1212 14 12I /� Y OF PITCH BREAK / tt OF PITCH BREAK TRUSS BRCS MDC PLYWOOD PANELS - (INSET) W/ MOLDING AT EDGES - PTD m 2"XIP" DAR TRIM B 0 AT CORNERS 2"X12" CEDAR TRIM BD5 FIRST FLOOR TOP OF SUBFLR rMDO PLYIIbOD PANELS - (INSET)S W/ MOLDMG AT EDGE -PTD 16'X6' CUSTOM GARAGE DOORS' I 1514"X 8" CEDAR W/ CEDAR TRIM BD5 AND 4" PREFM METAL FLASHING OILER _-- -- PREFIN METAL --- -- FLASHING OVER 1X3 CEDAR FASCIA CN 2X10 CEDAR - 5UBFA5CIA ct 2"X12 CEDAR TRIM BD5 AT CORNERS PREFIN METAL -------� 2X2 CEDAR TRIM BD OVE 5/4" X 12" CEDAR TRIM BD AT ADI. I DRIP EDGE TRU55 BRCS OVER 1X6 BD 2X6 CEDAR FRIEZE BD.-- 4'"NARDIE" OCI3 R 505 -H-: r,' EXPOSURE "HARDIE" SIDING FIELDSTONE OR �_ SPLITFAGE 570NE BASE AT BAY - TAPER STCNE AS v SHOILN-VER STONE I ISI li l _TOPOF SLAB SELECTfG9J W/ OU.NER REMOVEABLE RIGI,IT 81DE ELEVATION 12 T 121 121 14� / 2 / 121 1z 12T � / 12 12��12 I 12� 2� / / 12 14, / t4 I /ROOF AT LINK BEYOND / \ / 14 r _ _ _ `� LINE OF PITCH BREAK 2 loin •• IIIINIIININ IINIIINIIIIIIININIIIINI INNIINIINI IIIIIIJINIIIIII�INIIIIIIIIIIII�NN�IIIIII�IIINIIL INNIIIIIIINIIIIN��IIIQIJII_II�I��IIIIIi�II�INNIIi 4m WON 0-11 1 INIIIIINIIN IIINIIININIIIIIINIINIII NINIININII', IIINIIII�iNINNIII, LIINIII�'''IIILIIINNII��III_IIIINIi INNN►�NINQIIN�I� �NW���NN�I'�NINI RIDGE VENT AS REQUIRED Lo ASPHALT SHINGLES 12 1212 14 12I /� Y OF PITCH BREAK / tt OF PITCH BREAK TRUSS BRCS MDC PLYWOOD PANELS - (INSET) W/ MOLDING AT EDGES - PTD m 2"XIP" DAR TRIM B 0 AT CORNERS 2"X12" CEDAR TRIM BD5 FIRST FLOOR TOP OF SUBFLR rMDO PLYIIbOD PANELS - (INSET)S W/ MOLDMG AT EDGE -PTD 16'X6' CUSTOM GARAGE DOORS' I 1514"X 8" CEDAR W/ CEDAR TRIM BD5 AND 4" PREFM METAL FLASHING OILER _-- -- --- -- — - 2"X12 CEDAR TRIM BD5 AT CORNERS TRIM BIDS TiG CEDAR SIDING 2X2 CEDAR TRIM BD OVE 5/4" X 12" CEDAR TRIM BD AT ADI. I _ Tlly-r�1T -H-: I -I -��. ,��.{T -r 2X6 CEDAR TRIM IiH y�Hl I ISI li l III. 'T= REMOVEABLE SCREENEN S W1 CEDAR STOPS - -------------------------�--- &Xb CEDAR POSTS SDMGIE"LAP - 117F -P 2X4 CEDAR RAILS jIF 1'1 BASEMENT OF SLAB L FULL HGT LOOKOUT 6 � FOUND I A6 I STEP FOOTINGS A5 REQUIRED L� \ 12 \ 112 12 \ 12 T 121 \ 112 12 12 14� 2 \ 141 p_m„ 12 I p 1212 1 \ \ PROFREFILE OF VAULT AT ROOM 5/ 12 I 12 112 \ la� t ,� i// I I I I \ \ 2 GUARDFA,�'�`�. C- I I \ 14� -B 2 -b" I 2'-6° \ EDGEN METAL DRIP OVER IX& r3G++ts ��I �" f . r.p Y -.g-" I I I I DAR FASCIA BD \ 1( PRE IN METAL FLASHING JJ 04.77 s " '... D ...r i 4'_0" 4 ss I' ^ /l z 5 2 ( 12 12 OVER 1X4 CEDAR FASCIA ON 4' .r'\ . l._ 1.-_ i '.k / -1 T —� 4'-0" I'-0" 2X6 CEDAR FRIEZE BD. L/�10 1`I ��10 10� , I I s��10/ \ 1 11 O \ LME OF PITCH BEAK IXIZ CEDAR SUBFASGfA 665 — — — — — — 12 TRUSS BRG _ _ I T IO _ I _ TRUSS BRG MDO PLYWOOD PANELS - T iI�T+II I� r4 _— " �,HARDIE° COR4ER BDb (INSET) w/ MOLDING AT m EDGES - PiD Inti _ H� F�,i ITI - ±LL EXPOSURE �s Fi Hl HIW� HARDIE" LAP - l: I I r11 I r -I SIDING 9 Z"X@" CEDAR TRIM � -I-'- 0 B05 AT COFNER5 �Il'" T+I -t-ir4r ", 'FWy' ^ 6" _ I1rr—F1 ii4�FFl- 2"X12" CEDAR TRIM -1 2' 4'� " 6'r �� d . b° W/ SLOPED TOP a"I'�I111 'T1_ _ _ BDS i��-I-� � I I+Ft l i ST FLOOR TORP ME TC) OF SUESFLR MDO PLYWOOD PANELS N- - - - - - - - - - - - - _ (INSET) W/ MOLDING AT EDGES - PTD..._ _ 2"X12" CEDAR TRM BDS AT CORNERS I'. CEDAR 5R TIMBER 2X6 CEDAR H11 H I,+ FIELD5TGJE CEDAR BRACKET5 FIELDSTONE OR TRIM BD I.h71 �ti 1TI�§ . _ RETAINING WALL A9 d. -b.. SPLITFACE STONE H ''i -II�'rli F� I I REG7JIRED �� BASE AT BAY -VER REMOVEABLE ,+ . T rtjl Tt,-1 i7 -IF i- I-+1=1 :=-I I�-I-�=1 FI STONE SELECtION W/ SCREENS W/ CEDAR STOPSi - +y l ,-i l�li- r-Fr4 rll� �J OUNER — bXb CEDAR P05752X4 CEDAR CEDAR RAILS— . . . . . . . . . . . — F'i li r W'I� BASEMENT � � +I I FI � rT 1~H IT,ti I OOKIXIT PDLL HST TOP OF SLAB _ - - - - - - - - TOP OF SLAB 2X8 CEDAR BOTTOM RAIL W MIN. WOOD TO EARTH SEPARATION 6' J - - r- 6 SLOPED TOP I A6 I I S LEFT SIDE ELEVATION II r Jm r WZa��p'9 m z�[a anIV"dQ Lum a = Lu pm=�X II 1 N U Q LL z cB J J ED U5 LLI w LQ a E=N m —UlA1z� c� Imo- 111—) LLI LL z � j Q ' Ul LLI -Z W Z43 Q z LLI NN� If, s\ L ul Lu � >� � � m H_ \ 1L � IIO� LIl N _ N LLI a (� wo p/ M, -A, j- LLI J Lu I- n W z zv-D J) x o ILL a LIl�, SHEET A4 OF AC PROVIDE ICE 4 WATE 4'-0" MIN FROM IN511 EXTERIOR WALL 4 A' VALLEYS 41NTER5EC PREFIN METAL DRIP W CEDAR FASCIA C SUBFASCIA ON 2XI01 BLACK ALUMINUM SC VENT CONTINUOUS- F EXPOSED FRAMING F BLACK - s ROOF OVERHANr,/FASGIA DETAIL AT 10/IZ - 12/12 ROOF A5 MDO PLYWOOD ON 2X6 FRAMING AS REQUIRED 16" OL. MAX. PROVIDE ENG. POST AT LOCATIONS TO RECEIVE ROOF SUPPORT BEAMS 12" QUARTER ROUND WOOD MOLDING 5/4" X 6" CEDAR TRi BD LINE OF FIELDSTONE BELOW STCNE CAP BELOW BOXED COLUMN DETAIL IX4 T4G CEDAR SOFFIT ON ROOF TRUSSES ORHAVD FRAMING AT Z4" O.C. MAX WOOD COVE MOLDING OVER MIS WOOD BLOCKING A5 REQ'D 5/4" X B" CEDAR TRIM BD - 112" QUARTER ROUND WOOD MOLDING 5/4"X 6" CEDAR TRIM BD — 2X3 CEDAR TRIM BD AT EASE - FABRIC FLASHING FIRST FLR TOP GF '+UBFLR 34" MDO PLYWOOD ON 2X6 WOOD STUDS AT 16" O.C. MAX TREATED SILL PLATE W/ 1/1"t A.B. 4" STONE CAP W/ DRIP PROVIDE ICE t WATER "�— GIRDER TRUSS FOR n SHIELD 4'•0" MIN. FROM VAULTED CEILING TRUSSE5 INSIDE OF OF EXTERIOR AT GREAT ROOM - VER W/ / \ WALL 4 AT ALL VALLEYS 4 TRUSS SUPPLIER INTERSECTIONS / \ 121212 r` PROFILE OF GABLE ROOF BEYOND / \ _ 9 / \ PREFIN DRIP EDGE 12 FLASHING OVER IX3 10� CEDAR TRIM BD \ OBER 514'X 117 I IX4 CEDAR TA G SOFFIT BDS MDO PTD PLYWD PANEL BUILDING PAPER 12" PLYW OD SHEATHING 2x6 WOCD STUDS AT I6" OL W/ R-19 FIBEIRGLASS BATT INSUL 6 MIL POLY VAPOR BARRIER 12" GYP. BD. IXI2 CEDAR TRIM BD 2X6 CEDAR DECKING ON� TREATED 2X12 WOOD MJOISTS AT 16" OL. AX ,UPSET ENG LVL BEAM ' 2X10 CEDAR— FREZE BT> 5/4'X 10"� CEDAR TRIM ED AT HD CUT TO FIT FRONT PORCH 5/4'X 6" CED/ TRIM BD TRIM BD 2x6 SILLIE W/ SILL SEALER -'y"t AB. AT 60" OL. MAX 10" RERIF POURED CONCRETE WAL 2X4 WOOD TRTD STUDS AT I6" OL. R-11 FIBERiL BATT INSUL VAPOR BARRIER 12" GYP. BD TUFF -N -DRI --- WATERPROCOFING SYSTEM IU WARM -N- DRI INSUL (OR EQUAL) 20" x 8" REINFORCED------ CONCRETE FOOTING BUILDING SECTION AT STUDY/GREAT ROOM 1/4" 1'-0" S7UDY I �34"TtGPLTUO Z� SUBFLOOR GLU 4 SCREWED TO Z ENGINEERED FL TRUSSES AT IS2' OL, W/ 5/8" GYP. BD. AT CEILINGS MIN CONT. DRAIN TILE SET IN 4" CONCRETE SLAB ON 2" PEA ROCK BED W/ SILT RIGID INSULATION W/ WIRSBO CLOTH OVER- DAYLIGHT HEAT TUBING e" COMPACTED EXT DRAIN TILE SLOPE GRANULAR FILL INTERIOR TO SUMP VAPOR BARRIER 12 121 Provide 2 Layers Of 15LS Felt Solid Mlopl :d -> f a 1f 4 lnsMe EXP. V"k'aii Line 36" For Wood Shingles Or Shakes 2X10 OUTRIGGERS AT 24" O.G. PRERN METAL DRP EDGE FLASHING ON D(3 CEDAR TRIM BD OVER IXI2 CEDAR SUBFASCIA W/ 2X10 BACKER PROVIDE ICE 4 WATER SHIELD 4'-O"mm FROM INSIDE OF OF EXTERIOR WALL a AT ALL VALLEYS 4 INTERSECTIONS / z PREFIN DRIP EDGEI2 3 FLASHING OVER 1X3 / 10� I AS CEDAR TRIM BD 0 OBER 5/4" X 10" CEDAR TRIM BD ON 2X10 BACKER \ "HARDIEBD" SHAKES 6" EXPOSURE \ v BUILDING PAPER 6 HEARTH 12" PLYWOOD SHEATHING ROOM 2x6 WOOD STUDS AT 16" O.0 W/ R-19 FIBERGLASS BATT INSUL 6 MIL POLY VAPOR BARRIER 9 w 12" GYP. BD. s m M a �E30XED GOLUMN/T= IER DETAIL AT MAIN/MUDRM ENTRY EUILDINC-( SECTION AT STUDY/GREAT ROOM CULTURED FIELDSTONE FIREPLACE SURROUND c. 55PROOM'4 STEP/DROP FTG AS REQUIRED AT PLUMBING/6" ERG WALL 2" R -II RIGID INSULATION SO YEAR "ELK" ASPHALT ROOF SHINGLES ROOFNG FELT V PLYWOOD SHEATHING ENGINEERED ROOF TRUSSES AT 24" O.G. R-48 FIBERGLASS MOM BATT NSUL 6 MIL POLY VAPOR BARRIER 5/8" GYP. BD. BEAM ENG LVL__ 1X3 CEDAR TRIM BIDS AT— ALL SEAMS OF HARDIBD SOFFIT PANELS -CREATE EQUAL PATTER. COQ 14 6' X 6' CEDAR POST W/--_ DECORATIVE CAPS 2X10 TREATED RIM JOIST 2X6 CEDAR DECKING ON -- TREATED 2X10 ILOOD JOISTS AT 16' O.C. MAX R•11 MN SPRAY FOAM INUL AT RIMS- TYPICAL i- C 4" H X 6" W CURB BLOCK W 2x6 SILLIE W/ SILL SEALER - 7 B .t A. AT 60" OL. MAX V' POURED REINFORCED CONC FOUNDATION WALL (42" HIGH MIN) 20" x S" REINFORCED C01CRETE FOOTING 'TRUSS DESIG'.V TO T FRAMING INSPEC MN TYPIC L ROOF CON TR 50 YEAR "ELK" ASPHALT ROOF SHINGLES ROOFING FELT 4h° PLYWOOD SHEATHING. ENGINEERED ROOF TRJ55ES AT 24" O.G. R-48 FIBERGLASS BLOM BATT INSUL 6 MIL POLY VAPOR BARRIER 5/8" GYP. BD. 12 712 ARCH'cO LmAR \ RIM BD \ — _ \\' M\� 9/4' X 2 ARGUED CEDAR TRM ED i M4 TG CEDAjr�ll r BDS CN ENG 9 TRUSSES AT 2GRE i RO / T R 5514- X U" CEDI ED MOND DO T46 CEDAR I II IJ Er-1 0WALLS TTPQFyAWLTFRONT 1L / _a_.. '3A" T4G PLYWOOD SUBFLOOR r GLUED 4 SCREWED TO 20" / - ENGINEERED FLOOR TRUSSES i AT 16" O.C. W/ 5/8" GYP. BD. AT II CEILINGS hI'I 8 Type X heatrock Undarside Qf Stslrs And W214S 4" CONCRETE SLAB ON 2" RIGID INSULATION W/ WIR550 CONT. DRAIN TILE SET IN I I I I I LIGHT EXT DRAIN TILE SLOPE INTERIOR TO SUMP FIELpS70NE I I I QI I2X6 CEDAR DECKING BEYOND BUILDING PAPER II lQ II -- PLYWbOD SHEATHING ON 2X L5 cIJ TREATED LLD BLOCKING I AT I6" O.C. MAX TO FORM SLOPE -PROVIDE WALL TIES AS REQUIRED TO SECURE STONE TO SLOPED WALL D FIELDSTONE 2X6 CEDAR DECKING GN— I TREATED 2X10 WOOD JOISTS 16" O.C. MAX 4AT y'ARIES - SEE PLA FINISHED GRADE EDAR 8" x 8" CEDAR- I I 41 a COLUMN EE7IX9D CONCRETE BI_K FOUNDATION WALL -SEE PLANS G FOR PIER SIZES I I-04"HX 6"W I 6 CURB BLOCK W 2x> 6 a REENFORCED CONCRETE FOUNDATION PIER W/ 6" SILLIE W/SILL SEALER 4 STONE LEDGE ON 3 SIDES AND STONE LEDGE - V2"t AB. AT 60" OL. I PER PLANS AT TAPERED END MAX I I I 2" R-11 RIGID NSULATICN - SEE PLAN q Q - Q VARIES a �E30XED GOLUMN/T= IER DETAIL AT MAIN/MUDRM ENTRY EUILDINC-( SECTION AT STUDY/GREAT ROOM CULTURED FIELDSTONE FIREPLACE SURROUND c. 55PROOM'4 STEP/DROP FTG AS REQUIRED AT PLUMBING/6" ERG WALL 2" R -II RIGID INSULATION SO YEAR "ELK" ASPHALT ROOF SHINGLES ROOFNG FELT V PLYWOOD SHEATHING ENGINEERED ROOF TRUSSES AT 24" O.G. R-48 FIBERGLASS MOM BATT NSUL 6 MIL POLY VAPOR BARRIER 5/8" GYP. BD. BEAM ENG LVL__ 1X3 CEDAR TRIM BIDS AT— ALL SEAMS OF HARDIBD SOFFIT PANELS -CREATE EQUAL PATTER. COQ 14 6' X 6' CEDAR POST W/--_ DECORATIVE CAPS 2X10 TREATED RIM JOIST 2X6 CEDAR DECKING ON -- TREATED 2X10 ILOOD JOISTS AT 16' O.C. MAX R•11 MN SPRAY FOAM INUL AT RIMS- TYPICAL i- C 4" H X 6" W CURB BLOCK W 2x6 SILLIE W/ SILL SEALER - 7 B .t A. AT 60" OL. MAX V' POURED REINFORCED CONC FOUNDATION WALL (42" HIGH MIN) 20" x S" REINFORCED C01CRETE FOOTING 'TRUSS DESIG'.V TO T FRAMING INSPEC MN TYPIC L ROOF CON TR 50 YEAR "ELK" ASPHALT ROOF SHINGLES ROOFING FELT 4h° PLYWOOD SHEATHING. ENGINEERED ROOF TRJ55ES AT 24" O.G. R-48 FIBERGLASS BLOM BATT INSUL 6 MIL POLY VAPOR BARRIER 5/8" GYP. BD. 12 712 ARCH'cO LmAR \ RIM BD \ — _ \\' M\� 9/4' X 2 ARGUED CEDAR TRM ED i M4 TG CEDAjr�ll r BDS CN ENG 9 TRUSSES AT 2GRE i RO / T R 5514- X U" CEDI ED MOND DO T46 CEDAR I II IJ Er-1 0WALLS TTPQFyAWLTFRONT 1L / _a_.. '3A" T4G PLYWOOD SUBFLOOR r GLUED 4 SCREWED TO 20" / - ENGINEERED FLOOR TRUSSES i AT 16" O.C. W/ 5/8" GYP. BD. AT II CEILINGS hI'I 8 Type X heatrock Undarside Qf Stslrs And W214S 7X6 CEDAR DECKm ON = TREATED WOOD JOISTS AT 16" OL. 10" REINF POURED CONCRETE WALL 2X4 WOOD STUDS AT I6' O.C. R -II FIBERGL. BATT INSUL VAPOR BARRIER 12" GYP. BD TIFF -N -DRI WATERPROOOFING SYSTEM W/ WARM -N- DRI INSUL (OR EQ11AL) 20" x 8" RERrF ED CONCRETE FOOTING AT STONE W/ 2- 4'S CONT 7RU4S BRIG 2X4 CEDAR TOP 4 BOTTOM RAILS 2X2 CEDAR PICKETS - 4" MAX SPACING 1551UEEN PICKETS FIRST FLOOR TOP OF SUBFLR D12 CEDAR TRIM BD TREATED WOOD BLOCKING: AS REQUIRED AT 6X6 POST BASEMENT TOP OF SLAB /2X10 OUTRIGGERS AT 24" O.C. PREFIN METAL DRIP EDGE FLASHNG /ON DO CEDAR TRIM BD OVER IXI2 CEDAR SUBFASCIA W/2X10 BACKER IX4 Tali CEDAR SOFFIT 1/2" PANTED MD0 PLYWOOD PANEL /4" X 4" CEDAR TRIM BD IX4 T4G CEDAR SOFFIT 8" W. HEAVY TIMBER CEDAR BRACKETS PREFIN METAL OR COPPER FLASHING OVER —'__ ARCHED 2X4 CEDAR TRIM OVER ARCHED 5/4' X 12" CEDAR TRIM BD TRU55 BRIG IX4TKCEDAR m SOrrR EDS AT OCERSIDE OF 9 ARCH _ 7R'J5$ BRIG - 'PROVIDE FREFN METAL FLASHPG AS WOURED AT TOP OF COLU'N CAPS 9 m FIRST FLOOR TOP OF 6UB4 BASEMENT TOP Or SLAB 4" CONCRETE SLAB ON 2" RIGID INSULATION W/ WIR550 CONT. DRAIN TILE SET IN HEAT TUBING 8" COMPACTED BED W1 SILT CEA ROM GRANULAR FILL VAPOR BARRIER M flyer TREATED PLATES Va3':EN LIGHT EXT DRAIN TILE SLOPE INTERIOR TO SUMP LAVED ON CONCRETE 7X6 CEDAR DECKm ON = TREATED WOOD JOISTS AT 16" OL. 10" REINF POURED CONCRETE WALL 2X4 WOOD STUDS AT I6' O.C. R -II FIBERGL. BATT INSUL VAPOR BARRIER 12" GYP. BD TIFF -N -DRI WATERPROOOFING SYSTEM W/ WARM -N- DRI INSUL (OR EQ11AL) 20" x 8" RERrF ED CONCRETE FOOTING AT STONE W/ 2- 4'S CONT 7RU4S BRIG 2X4 CEDAR TOP 4 BOTTOM RAILS 2X2 CEDAR PICKETS - 4" MAX SPACING 1551UEEN PICKETS FIRST FLOOR TOP OF SUBFLR D12 CEDAR TRIM BD TREATED WOOD BLOCKING: AS REQUIRED AT 6X6 POST BASEMENT TOP OF SLAB /2X10 OUTRIGGERS AT 24" O.C. PREFIN METAL DRIP EDGE FLASHNG /ON DO CEDAR TRIM BD OVER IXI2 CEDAR SUBFASCIA W/2X10 BACKER IX4 Tali CEDAR SOFFIT 1/2" PANTED MD0 PLYWOOD PANEL /4" X 4" CEDAR TRIM BD IX4 T4G CEDAR SOFFIT 8" W. HEAVY TIMBER CEDAR BRACKETS PREFIN METAL OR COPPER FLASHING OVER —'__ ARCHED 2X4 CEDAR TRIM OVER ARCHED 5/4' X 12" CEDAR TRIM BD TRU55 BRIG IX4TKCEDAR m SOrrR EDS AT OCERSIDE OF 9 ARCH _ 7R'J5$ BRIG - 'PROVIDE FREFN METAL FLASHPG AS WOURED AT TOP OF COLU'N CAPS 9 m FIRST FLOOR TOP OF 6UB4 BASEMENT TOP Or SLAB i14 I \ 12 , \ /ArT T1�\ v I I I I LJ _ LJ 50 YEAR 'ELK' ASPHALT ROOF SHINGLES \ / �� — \ \ n 12 ROOFING FELT EN PLYWOOD SHEATHING ! !/ ib ENGINEERED ROOF 12 TRUSSES AT 24" OL. 1X4 7 1 G CEDAR SOFFIT \ = DASHED LME MDICATE5 \ \ / BIDS 14 �- ELEVATION IN / \ FOREGROUND 12 A F- r- - - - - - - \ \ 1X4 T46 CEDAR BDS ON BUILDING PAPER ON 15" 14 / I \ \ PLYWOOD SHEATHING ON \ ENG ROOFTRUSSES AT 24" / \ O.C. 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BATT INSUL .{"COMPACTED VAPOR BAiIER SLAB W/ IR" GYP. BD LCONCRETELAB ER BASEMENT WATERPROOOFNG :h, TOP OF 5LA5 SYSTEM W/ WARM -N• DRI O_I INSUL COR EQUAL) i 20" x 6" REINFOTFj-_ED DR TILE SET IN CONCRETE FETING PEA ROCK BED W/ SILT CLOTH OVER- DAYLIGHT 2" RIGID INSUL ON 10" EXT DRAM TILE SLOPE ., INTERIOR TO SUMP WALL SECTION AT MUDROOM m u / B ` ROOF AT LINK STAIR - VER C FIRST FLR TRUSS 5R4 W/ OWNER TOP_ CP 5LA5 Y� RECYCLING 1 MEC HANX. ICALSTORAGE TUFF -N -DRI 1.1 1/4" : I'-0" FIRST FLR I i" TOP OF SUBFLR - - 2X4 CEDAR OVER 2X8 CEDAR W! SLOPED SILL 2 IXI2 CEDAR TRIM -j BD ON TREATED 2X10 FRAMING A7 6" O.C. IXS CEDAR TRIM BD GUT TO Flt X I" CEDAR SCREEN STOPS X6 CEDAR DECKING 12 12 SO YEAR "ELK" ASPHALT \ ROOF SHINGLES ROOFING FELT e" PLYWOOD SHEATHIW. ENGINEERED ROOF TRUSSES AT 24" O.C. IX4 T 4 G CEDAR SOFFIT / \ 12 5D6 MEN mm LIX4"TARONSE DASHED LINE MDI COLUMN / FACADE IN FOREGROUND WATERPROOFING 4" ;o TYPe 'y 8: SYSTEM W/WARM-N- ' 10" GYP. 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