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HomeMy WebLinkAbout2013-01052 (new structure) �. . � CITY OF ORONO * 2 0 1 3 — 0 1 0 5 2 * • 2750 KELLEY PARKWAY �ATE �ssuEn: 12/19/2013 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2690 CAROLINE AVE PIN : 20-117-23-24-0033 LEGAL DESC : WESSELS SUBD OF SPRING PARK LO : LOT 000 BLOCK 000 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : ]O1-SINGLE FAMILY HOUSES, DETACHED VALUATION : $ 616,890.00 NOTE: SEPARA"I'E PI:RMITS R�QUIRGD: PLUMBING, MI;CHANICAL,PIREPLACE, WA"I�ER CONNECI'ION, SEWGR CONNFC"�ION, LAWN IRRIGA"1'ION. ELEC"I'R[CAL(STATE) NOTE: PRIOR TO THE STAR"C OF FRAMING AN AS-BUIL'C FOUNDA'I�ION SURVEY MUST BE SUBMITTED AND APPROVED BY CITY OR A STOP WORK ORDER WILI.I3E ISSUED. INIT[AL: , NOTE: AN APPROVED AS BU[LT SURVEY IS REQUIRED P IOR TO CERTIFICATE OF OCCUPANCY ISSUANCE. INITIAL:�� NOTE: QG AWARF„ IN THL EVENT WI�ATHER OR OTI-IF,R CONDIT[ONS PREVENT THE COMPLETION O}'AN AS-BUILT SURVEY AT APPLICANT PERMIT FEE SCHEDULE 4,041.75 STATE SURCHARGE(VALUATION) 308.45 KYLE HUNT& PARTNERS INC. TOTAL 4,350.20 18324 MINNETONKA BLVD Payment(s) DEEPHAVEN, MN 55391- CHECK 12087 4,35020 (952)476-5999 Minnesota State License#: BC- 1967 OWNER LIBERMAN,ZN&TAL 1145 SETTLERS ROAD MEDINA, MN 55340- AGREEMENT AND SWORN STATEMENT I he work for which this permit is issued shall be performed according to the approved plans and speeitications,applicable City approvals,and the State[�uilding Code. This pennit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this rypc of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construclion is suspended for a period of 180 days at any time afier work has commenced. The applicant is responsible for assuring all rcquired inspections are requested in confarmance with the State Building Code.This permit may be revoked at any time for due cause. K'i�.E j�-:r NT �- ��'�v��S;���.�_ ��-��� �Z i� �20�'�, i i Applicant Permitee Signature 'Date Issued B ignature ��Date GO/�._. D��� � �LAN F�EVI�V1/ CHECKLIST FOR �VEVU ST'RUC°T��E� / ADDITIONS Adclress/Permit Number: ���., � ��� �rr'� �� _ ��� Description of work:- �������-� � � ,. '�., Septic review by: � � Date Approve�: ,'��"'��"'�� Zoning review by: Q�lI�I�e � � Date Approvec�; I �• 1 D ' �� Building review by: Date ApprovecE: ���3--'��� f Grading review by: �f�� Date Approvec�:�, td �3- T p P��. „ �: Zoning District: '��--"' �-� Zoning File#: " eso#: Reso Date: �� � Zoning: Lot Area: ^;'��� '^ ��F/AC Width: Lot Coverage:� F �% Survey Submitted: es ❑ No Date of Survey: �t � ��1 ,r��- Re��ised date(?): � (��� t,� Pro osed Setbacks: � , � -- � �::� -� � _,"v�> Fron (Lake�� Rea�(Street): ' � 'S E W ) E t� �S_ _�.` W ) 0�6��a��ui�c�ir�gs Wetlanc@ �` -;-- " =�Side �ide (� �@ i � �r- � �`^ ; �t .`�i,.�^ �( �' I�` E r- Defined Height: !�r`G �%" Peak Height `��`' � FFE:��.' k-��� FFE minus 6 feet= (Existing Contour, r Perimeter(linear feet) _ �1�`4j`��`: 50% _ #of Stories ��- Ok? ,� YES �F"l ' FOR A BUIIDING WITH A BASEMENT OR CRAWL SPACE: �'� �'� ' ^�' The distance between the lowest FOR A BUILDING ON A SLAB FOUNDi4TIOCd: START WITH proposed floor(of the basement or crawl �' , space)and the highest point of the roof. START WITH The disfance beiween the top of slab and the highest point of the roUf. If you have a... If you have a... • GABLE OR HIPPED ROOF(no . GABLE vR HIPPED ROOF(no windows): Subtract half the wir;;ows): Subtract half the distance = distance between the highest point between the highest point of the roof ( 1 "' of the roof to the low point of the to the Iow point of the corresponding h!,��; �� �. SUBTRACTION corresponding gable or hipped roof SUBTRACTION gable or hipped roof ` (BASED ON ROOF . GABLE OR HIPPED ROOF(with (BASED ON • GABLE OR HIPPED ROOF(with nPE) windows): Subtract half the ROOF TYPE) windows): Subtract half the distance distance between the top of the �' between the top of the highest highest window and the highest window and the highest point of the point of the roof roof ALL OTHER ROOF TYPES(flat, • ALL OTHER ROOF TYPES(Flat, � mansard,etc:No subtraction. mansard,etc):No subtraction. ADDITION Add the distance between the top of slab SUBTRACTION Subtract the distance between the (BASED ON and the highest existing grade adjacent to �'�� ��`�'• (BASED ON EXISTING basemenVcrawl space floor and the EXISTING the foundation. �' �°�� GRADES) highest existing grade adjacent to the GRADES ;�; _.r � foundation OR 10 feet(whichever is less). EQUALS Defined building height � � <-� EQUAE,S Defned building height [�,^ `e i� S y.. Shoreland District IV1�WD Permit Received Avera e �akeshore Setback Met? �luff � �� ��Yes � No � N/A � Yes ��No �Yes � No —�,.. . �Yes � No 0 N/A Permit Number: �,'�-�� � ��,�'.�r Setback: S�ormvorater Quality Existing Proposed �pariance Required GUP Required O�erla Distric4 Tier Hardcover Hardcove� (: _,, ,�33`�Yes � No � Yes No ,� „ F � � �_' � 1� T�pe�s)� ����� ; � �� , ''�� �Ype�s)� ��� ,� Updated: January 2013 �� �y.°�'�' ��' �� ��� E� - r , � ' � v:Aforms\plan review checklist 2013.docx ��`� � � � � �' �,�� ���� � �' �; ��� '����� � %� � � � ,�� �, , I �� � �fi � , . REMARKS (in-house): a � Fees to be Char ed YES NO P�rmit ,` Plan Revievv ✓ State�urcharge �/ Investi�ati0n Fee S/AC—F�umber of SAC Units �`�' i�� �-�-�5 Other(�pecify) S uare��ota e $ er S uare Foota e Basement X = $ f' 15`Floor X = $ 1 7`' 2nd Floo� X = $ Garage X = $ Estimated Constructio�a�alue: $ 6��F �9f� `�J Orono inspections Re�uired Work Requiring Separate Permits Required State Permits 0 Site �Plumbing 0 Grading / Filling � Well 0 Hardcover Remov�l �Mechanical 0 Fire Electrical Footing � Septic e0'Water Connection �Poured Wall �ireplace �8'Sewer Connection �oundation S�rvey � Masonry �Lawn Irrigation �'Radon Rock Bed f�Mfg. � Framing � Other(specify) �'Insulation ,�a'As-Built Survey �inal 0 Wetland Buffer 0 Other(specify) REMARKS (in-house): Y Other Review: Reviewed by: Date Approved: Access: Existing: � YES 0 NO New: 0 YES Q NO OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED g. Updated: January 2013 v:\forms\plan review checklist 2013.docx � , Separate Permits Required: Plumbing, Mechanical, Fireplace, Water Connection, Sewer Connection, Lawn Irrigation, Electrical (State) NOTE: Prior to the start of framing an As-Built Foundation Survey must be submitted and approved by city or a stop work order will be issued. Initial: ' � NOTE: An approved As Built Survey is required prior to Certificate of Occupancy issuance. Initial:�� NOTE: Be aware, in the event weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a 10,000 escrow to ensure completion of the as-built survey and all site improvements. Initial: �M � � i �,D CITY OF ORONO 7J �O` � � BUILDING PERMIT APPLICATION � FOR NEW STRUCTURES OR ADDITIONS /"��'� Marling Address: permit number. � �a �y�/ i� ���� PO Box 66 ,'� � Crystal Bay,MN 55323-0066 t Date received: � — -(� � ! Strest Add�ess:� � Received by: �� �,�y =� 2750 Keiley Parkway Plan review fee: �C�KfS110��`v/ Orotlo,MN 55356 2 D 'D � __._ � Total Fee: p�O I J� � Main: 952-249-4000 Fax: 952-249-4616 www.ci.orono.mn.us ' c� . p• This application form must be completed in fuii and all required information must be submitted. incomplete apptications wiil bs returned. (Please print) GENERAL INFORMATION: ,� Job Site Address: 7 �.a�'�=.i It..wt,'1�!l't1%. ��''�'?'t11��,1 .- Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑Yes ` No !f yes,a special evont permit is requl�ed with Police Ocpartment and City Councrl approval 60 days pria�01he evertL Shuflle bus service wdl be re�uired unless applican�demonstrates suHicient on-site parking!s avaifablo. Non-permiftod events wil!not be allowed. CONTRACTOR/APPLICANT I FORMATION: n Name: �..��—�V�ft,� ; ��.�.�kYl�'rS tl►'iC �a��� State License# _j3�UQ p �q U'} Expiration Date: �,���,11 �110 Phone: (cell) l?l1-'iY�a '3�11� ��ce �3_4�Z� - =f S�i�-f i,}-� �y� Mailing Address: ��r 3?y j'h,nn[-te�nlr�_�v_'G� _ Cit : F�•r�"'-_-ZIP: �j��'��j� __ Contact Person: ��;�,, Appiicant is: `yontrac�for�}/ Homeowner �c�.�ia o�.� Emaii andlor Fax: �n Q. Z���V�t_ un}_�G�.vth�r�.:_.� r-� _._ PROPERTY OWNER INFORMATION: Name: 7 ti'v vl��:Zi.r !�.-s'�;a r#�vte.�,`r'-, Phone(day): - ! � �- ' 7r� d 6�fSaa • Address: �-L`f��,`z -�-} CitY:��,C�I'r1•��: ZIP: '�=J��7,`:/0 Email and/or Fax �_(iv;�r!,,Gi h � lrA.V C LZ. .�i4 rl'7 . _-- --- ARCHITECT/ENGINEER INFORMATION: Name: `�r^�;�.,f f%1.��� �.if f,i�;r"1 +�.,-3Y�-r'��1 Phone(day): i:��... �+��� � 1 _�. Address: rrl� �,C!'�+�R `Y�,-tS�}'" ...��v tK �Ub -- City�.�.Y i=����.:�� ZIP: `�`� �_`�— Email and/or Fax: ;r`�-7 ����}-,�f4►S�a„-� . (;a�i--s :�� PROJECT INFORMATION: Qescriotion of project: 1.Type of Project 2.Proposed Usa 3.Structure Type � 4.Sewage Disposai 8 � Water Supply �New Construction (�Single Family with � [�Residence Addi6on attached garage ❑Garage/Accessory Bidg. � �Public Sewer ! ❑Accessory Buildirx� ❑ Single Family with ( ❑Deck I ❑Relocation detached garage ❑Office/Commerciai ❑Private Sewer ❑Other.{specify} ❑Multiple Famiiy/Condo ❑�Narehouse � ❑ Public ❑Storage i i j,Public Water "'Any earth movement may also require ❑Commercial ❑Other(specify) ' � MCWD review�permits. ❑Industrial � ❑Private Weif i tilinnehaha Creek Watershed District MCWD � ! ( ) ❑Other.(specify) i 18202 1�linnetonka Blvd ! Deephaven,MN 55391 '- - � Phone: 952-4I1-0590 i F2x: 952-471-0682 � i wwvr m;nneh2h�CrCek orq � � Estimated Construction Valuation(excluding land) � �-� �t ��� ,i _ . STRUCTURE INFORMATION: - — ------____..__. 1.Structure imensions t.Structure Dimensions(continued) 2.Type of Construction o�t E�. A�.�.... a.Length(ft.)= �p�'^3�� Number of bedrooms=�_ �W�d 1 Frame i b.Width(ft.)= �__ Number of garage stalls: ❑Masonry Areas in sauare feet Attached=_�_ ❑Metal ❑Pole Bidg. c.BasemenY– ��� Detached= ❑ICF d. 1�`5tory = �,_sy a ❑On-site Prefab e.2°0 Story= �'1 f�_ ❑Qff-site Prefab f. Yz Story = �i '•�t ❑Other(please specify): _ g.Total Area= ��'3� REQUIRED SUBMITTALS: All of the information must be submitted in order for our a lication to be rocessed: Not Enclosed A licabla ❑ Permit Ao lication ❑ Pro osed Buildinq Plans ❑ MN State Ener Code Calculations and Mechanicai Code Re uirsments Form ❑ Surve meetin all re uirementsl ❑ Stortnwater Pollution Prevention Plan ❑ Hardcover Calculation s ❑ Se tic S stem Site Evaluation RepoR ❑ Access Permit Wetland Buffer Im rovement Plan Engineered Plans for Retaining Walis 4 feet or above C� � ❑ Minnehaha Creek Watershed District Permit s ^ �. � — ��V. Z �� I ❑ Plan Review Fee � ❑ Application Escrow&Agreement ��t�a�y t T�S�� w��'1� �3�kv�.,�j �� `M1 T ❑ � Other. APPLICANT/OWNER ACKNOWLEDGEMENT: ► Agrees to provide all informa6on required or requested by the Building Department; • Agrees to pay the City of Ororto fo�engineering consultant review costs in excess of s500; � • Cartifias that the information supplied is ttue and correct to the best of hislher knowiedge. The applicant recognfzes that they are solaly responsible for submitting a compiete app{ication being aware that upon failure to do so, �he staff has no altemative but to reject it until it is complete; . Acknowledges the Escrow Agreeme�t is completed and signed; • Understands some or all o(the infoRnation that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generall;r cannot tre given to the public but can be given to the subject of the data. Confidentiai data is information�rohicn generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this infarma6on is to annually update our records and records of other govemmentai agencies � required by law. If you refuse to supply the information,the application may not be lssued. • Agrees that in the event that weather or other conditions prevent the completlo�of an as-built survey at tha time the Cert'rficate of Occupancy is requeated,a temporary Certificate of Occupancy may be issued upon receipt of a$10,000 escrow to ensure completion of the as-built survey and all site improvemants. �:=, '� 1-'��P-iT' 'c' r"�►i�.i 5`��=�".� , �i-�:_-.. ApplicanYs Signature: � W tN ` - Date: �?���J�-� r � _i _.._ . : Owner's Signature: }�- " `� . ..�"�.. - `--- Date: ��� _�r1 ��� ..,� .�--� � , � ORONO COPY City of Orono ;��on�Q�, Hardcover Catculation Worksheet (, Pro ert Address: '�' �C� ��, , � � � , ,�1 P Y L�. ( C� -�%�I�'��' ,���'��t c�t. `�=��:1 Prepared by_ - Date: _f��,.v��e: � .��Sscc',t-�E'S —f.�,�tC . li'�3r t� � Stormwater Quality Overiay District Tier. (Circie one Tier 7 '�Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDC�VER In the foliowing tabfe, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this formj. Inciude all existing hardcover items that are intended to remain, as well as ail proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letfer which are split at the 75' setback line and calculate hardcover square footage separately for each ortion. Key to 5urvev Hardcover Item(Describe) Length x Vlridth Total . S uare Feet) {Es�m e �ara e 24'x 30' 20 6.F. A „c,-e � '-t" i��� �1� ,. - Iz _c i,�z�, ' 1Z S.F. B : avse z. c{ G�i�c C '7s�'x37_L�'-4- S.F. C � � �3'��z` + S.F. � 1 ' `XZ. .(��7'a- S.F. E I',c( .(�'1' -� S.F. � r2.5` x l ,(l'� � S.F. G 1 _�` x'3L17' � S.F. H �, �`�I�l.(�'�'�- S.F. � � 'ZZ.��' x H�1,(eZ' .. `��(,ZS.F. J Cc,vE1-c-� arc 5 e S ��c P�z-r� r5 � $.-IS��}' S.F. K , .8'xS.4' l— S.F. � •we- %'��� `a � I�.$�' K��7l' l 2�S.F. �o P/� h �' c„c ic Z�I,Z�' �: �K,I(t �`f'GS.F. �✓` I i N r i:re w z `32, ' 7�-5 ` -� / S.F. �� � I 12 x�q,�� ISS S.F. ��] P S'a w�l I .g`x�1,.' SSS.F. (Jx..� Q E <-e5S re z�b„� ti' rk, w; ���---i hl;'�+ 'xi�'+-I xl 4� S.F. I..�u � : 'ic r z; w�l � ne-�- -�I'li, `�� 1,6��x17` �I.G'7'r:12'-l- S.F. S - 1:'-� x ��.� i�X ' `+ S.F. UZ'x��' S.F. V . _ S.F. � S.F. �('� XS.F. '✓ Y S.F. Z S.F. S.F. 1 Total Pro osed Hardcover Cp`jq(a S.F. Excludable Hardcover See Ci Code Sec T8-1684: =: ��c Y, S �C zi�v b��� S n w�-��1�V "r,-� 1.¢E,1�,+(�xl"Il} I� �� • t}�1 S.F. t2_ z�i� .-e .l�til ,.ra1 r �J�f 1���. "I_ ' �.U-7'xt�+1.�7`�c l2�-�- S.F, I,"1',ci � t- �,tCc�'-r- �S,F, i Z ��g� 'Z4"3S.F. � S.F. 2 'Fotal Exciudable Hardcover ''L�CS.F. 3 Nst Pro osed Hardcover Subtract line 2)From line 1 �i� S.F. 4 Total Lot Area 7�ri`i� S.F. Proposed Hardcover Percentage [(3)�(4}] -Z�, j % Packet tast Updafed: 04/19/2d 13 � . Page 15 of 23 . - , � � " '���1�'� ,: Liberman Residence 2690 Caroline Avenue Window/Door Schedule 9.23.13 Lower Level Room Marvin Model Qty U-Factor Bedroom 1 CUCA3044E 2 0.30 Bathroom CUCA1836 1 0.30 - ------ Bedroom 2 CUDH3230 3 ' 0.30 __T_______ __..__ -------- ___ Bedroom 3 CUCA3044E 2 0.30 _ ___.._, _____M_. . Rec/Media CUSFD 3'-0"x 7-0" 1 , 0.30 __._,�___________�__ :_ ._,.__ _. __ Rec/Media ECUSFD 6'-0"x 7'-0° 1 � 0.30 _, �__ _.__.._ _ Main Level Room Marvin Model Qty U-Factor Foyer CUDH2828 2 0.30 Foyer CUAWN2828 i 3 0.29 __.___._ _- ---_._. Foyer Pass Throu,CUDH2828 1 0.30 _ ____.__ _ ____ Hall Desk CUDH2618 1 0.30 --. . - ----_ Garage CUCA2840 3 0.30 --_ - - -- Garage __�CUAWN3236 3 0.29 _ _ _. Laundry �CUAWN3244 _ 3 0.29 _, -- . ;--- Laundry jCUAWN2444 1 0.29 , ___..�-----__..,_..__ __ ----- � Kitchen ;CUAWN7260 1 0.29 __.___ __ __ �_ Dining �CUCA2436 3 0.30 __ 4 Season Porch CUAWN3236 2 0.29 ___.. _____- -----_ 4 Season Porch CUDH3234 2 0.30 -- --- 4 Season Porch CUAWN4036 4 0.29 __ __ _ - ----- 4 Season Porch CUAWN3636 ; 4 0.29 ___.^r�_--- -- 4 Season Porch CUSFDP 6'-8" x 7'-2 1 0.30 _____G__ ._ 2 __0.30 4 Season Porch CUSFDP 6'-0" x 7'-0" ! __ _ , __�_�___� _��__. _ Family Room CUDH3234 � 2 ; 0.30 .___ ___..___.._. ___ __._ ¢___________;______.____ _._. Family Room �CUAWN4036 ; 2 0.29 __. __r__ � �.�_ � .._____. _ _�_��_. _ _ ._ Family Room ;CUDHP 6-8°x 6'-8" 1 0.28 __ ._... ,____,._.__ __._ _._ Master Bedroom :CUDH3234E 3 ; 0.30 _ U._...___. .__ _.. _.�_ _ _ __ .___ Master Bedroom ;CUDHP 6-8"x 6'-8" 1 0.28 _. .._ _.__�.. . _..__ _____._..__.._._ __ ____ ._ Master Bedroom 'CUAWN3640 2 0.29 _.��_ ____._ -----_. Master Bathroom CUCA3248 2 0.30 _ _ _ . ______- --��.____ Master Bathroom CUAWN2836 1 0.29 _ _. __- ---__ Master Bathroom CUAWN2844 1 0.29 Master Closet CUCA2844 1 0.30 r '^'`A.�`�'► N w � ri`A�w-S CLAD ULTIMATE AWNING CONSTRUCTION DETAILS ; —� �?'. I I j�' �I i � I � i �j va° vr va� I; vz.� (6) (13) (6) � (13) � � � �� p � � � � O � �^ p' � _ ° : q � '^ O o LL o I E � � � � LL �° � � b I� I OPERATOR STATIONARY HEAD JAMB AND SILL HEAD JAMB AND SILL � Rou h O enin � 9 P 9 Rough Openinq 1/2" � 1/2" 1/2" � �� 1/2" �13� � � FrameSize �13� �13� FrameSize 13 ( ) f a � >.' �� � :7 1/4" 1/4" 1/4" I� 1/4" (6) � '� (6) (6) �-- -'1 I'" (6) � MasonryOpening--� � MasonryOpening --i ��� I �. � �� OPERATOR JAMB STATIONARY JAMB ' t�r z«. `:z � '� ��, d a p ;� � � • OPERATOR OPERATOR STATIONARY STATIONARY � VERTICAL MULLION HORIZONTAL MULLION VERTICAL MULLION HORIZONTAL MULLION r-:t � CLAD ULTIMATE AWNING :� ENERGY DATA U-Factor SHGC VT CR ENERGY STAR `r,��� 3/4"Insulating Glass Air 045 0.53 0.56 43 � 3/4"Insulating Glass Alr LoE-180T"' 034 0.48 Q54 53 3/4"Insulating Giass Argon LoE-180T"' 0.31 0.48 0.54 56 N "�" ' � � � 3/4`Insulatlrg Glass LoE=-272'Ai� 033 029 0-49 54 SC j � �r I 3/4"Insulating Glass LoE=-272u'Argon 029 0.29 049 57 N,NC,SC :� 3/4"Insulating Glass LoE'366'Air 0.32 0]9 044 54 NC,SC,S � 3/4"Insulating Glass LoE3 366�Argon 029 0]9 044 58 N,NC,SC,S '� � 1"Tri-Pane LoE-180"''Aroon LoE-180'"' 0.24 0,39 0.47 66 N,NC � ;� � 1"Tri-Pane LoE-180T"Krypton-Argon LoE-180T" 022 0.39 0.47 68 N,NC � 1"Tri-Pane LoE�-272"Argon LoE�-272� 0.23 024 0.39 67 N,NC,SC,S � i 1"Trl-Pane LoE'-272�Krypion-Argon LoEz-272�' 021 024 0.39 70 N,NC,SC,S � I � 1"Trl-Pane LoE'366�Argon LoE-180�"' 0.24 0.18 0.39 67 N,NC,SC,S :;� �; 1"Tri-Pane LoE'366`"Krypton-Argon LoE-180T"' 022 0.17 0.39 69 N,NC,SC,S +� ;� I.�� �1' �.�:Y; ��7 �L�������!I� � F�V.����II-ia � � .-.. � 1 _- � ���.tz.� �n � � K���S CLAD ULTIMATE CASEMENT/PUSH OUT CASEMENT CONSTRUCTION DETAILS r� T t/2' 1/4' 1/2" 1/4' (13) (6) (13) (6) � � � � = g =_ ` N ` HORIZONTAL MULLION 3/4" v I H v a a � 1 �^ p O '^ O v � T qr � q �, o � o LL ; � � � f � E � HEAD JAMB AND SILL PUSH OUT HEAD JAMB AND SILL VERTICAL MULLION CLAD ULTIMATE CASEMENT U-Factor SHGC VT CR ENERGY STAR � RoughOpenin�� 13 ENERGY DATA ��z• v2' �13� Frame$ize � � 3/4"Insulating Glass Air 0.44 0.53 0.56 43 3/4"Insulating Glass Air LoE-180T" 033 047 0.54 55 `` '"' _���,_,,, 3/4"Insulating Glass Argon LoE-180'" 0.30 0.47 0.54 58 N 3/4"Insulating Glass LoEz-272�A�r 033 029 049 55 SC 6 � � � 3!4"Insulating Glass LoEz-272"'Argon 0.30 029 0.49 58 N,NC,SC 1/4" 1/4' 3/4"Insulating Glass LoE3 366�Alr 0.32 019 Q44 55 NC,SC,S (6) � (b) 3/4"Insulating Glass LoE3 366�'Argon 029 0]9 044 59 N,NC,SC,S �- MasonryOpening 1"Tri-Pane LoE-180�"Argon LoE-180�"' 024 039 048 66 N,NC JAMB 1"Tri-Pane LoE-180T"'Krypton-Argon LoE-180�"' 0.22 0.39 0.48 68 N,NC 1"Tri-Pane LoE'-272�Argon�oE�-272�'' 023 024 039 66 N,NC,SC,S 1'Tri-Pane LoEz-272�Krypton-Argon LoEz-272`" 0,21 024 0.39 69 N,NC,SC,S 1"Tri-`�ane LoE3 366'Argon LoE-180�" 023 0.17 039 66 N,NC,SC,S Rough Opening t"Tri-Pane LoE'366�Krypton-Argon LoE-180'"' 0.21 Ol7 0.39 69 N,NC,SC,S �13� �Frame Size � �2� � 13 CLAD ULTIMATE PUSH OUT CASEMENT ENERGY DATA U-factor SHGC VT CR ENERGY STAR 3/4"Insulating Glass Air 0.45 0.53 0.56 44 3/4"Insulating Glass Air LoE-180r'' 0.35 0.48 0.54 54 ��4, 1/4' 3/4"Insulating Glass Argon LoE-780T'" 0.32 0.48 0.54 57 N �` �6> �MasonryOpening -� �6� 3/4"Insulatmg Glass LoE'-272�Alr 034 029 0.49 56 SC PUSH OUT JAMB 3/4"Insulatin9 Glass LoEz-272`�Argon 031 0.29 049 59 NC,SC 3/4"Insulafieg Glass LoE'366�'Alr 0.33 019 044 56 SC,S 3(4"Insulaiing Glass LoE3 366`�Argon 0.30 0]9 0.44 59 N,NC,SC,S 1"Trl-Pane LoE-180�'�Argon LoE-180T" 026 0.39 047 66 N,NC I T'Tri-Pane LoE-180r"'Krypton-Argon LoE-180T" 023 0.39 0.47 68 N,NC i F�'� 1"Tri-Pane LoE'--272�Argon LoE'--272'� 024 025 0.39 67 N,NC,SC,S � � 1"Tri-Pa�e LoEz-272�Krypton-Argon LoE2-272�' 022 0.25 0.39 68 N,NC,SC,S � 1"Tri-Pane LoE3366�Argon LoE-180�" 025 018 0.39 67 N,NC,SC,S � 1"Tri-Pane LoE3 366°Krypton-Argon LoE-180T" 023 0]8 0.39 68 N,NC,SC,S NOTTOSCALE CLAD ULTIMATE CASEMENT/PUSH OUT CASEMENT 79 �q-�v'�� � ���owS CLAD ULTIMATE DOUBLE HUNG CONSTRUCTION DETAILS I va•� v2�� (6) �(13) 'I � Rough Opening ;� , �13� —� FrameSize �— �13� i n O � a p � � E ° � � � � f ' m • LL _-_____-"___._.....__ , 1/4" � I I ���1/4" r_— � ; �6� �Y�—MasonryOpening �6� JAMB HEAD IAMB AND SILL VERTICAL MULLION CLAD ULTIMATE DOUBLE HUNG/SINGLE HUNG ENERGY DATA U-Factor SHGC VT CR ENERGY STAR 11/16"Insulatina Glzss Air 046 0.56 0.58 42 11/16"Inwla�ing Glass Air LoE-180'"' 0.35 0.50 0.56 51 11/16"Insulating Glass Argon LoE-180T" � 0.32 0.50 0.56 54 N 11/16"Ins�lating Glass LoE�-272�Air 0.34 030 051 52 SC 11/16"Insulaiing Glass LoEz-272�Air w/Combinaiion 026 0.30 0.47 • 69 N,NC,SC 11/16"Insulating Glass LoE�-272�'Argon 0.30 0.30 051 56 N,NC,SC 11/16"Insulating Glass LoEz-272�'Argon w/Combination 024 029 0.47 70 N,NC,SC 11/16"Insulatino Glass LoE 366 Alr 0,33 020 046 53 SC,S 11/16"Insulating Glass LoE3 366�Air w/Combination 0.26 022 042 69 N,NC,SC,S 11/16"Insulating Glass LoE'366�`Argon 0.30 020 0.46 56 N,NC,SC,S �.;;:�; 7/8"Tri-Pane LoE-180T''Argo�LoE-180T"' 0.26 0.41 049 63 N 7/8"Tri-Pane LoE-180T"Krypton-Argon LoE-180"" 0.24 0.41 049 65 N 7/8"Tri-Pane LoEz-272�'Argon LoE=-272"' 025 025 0.41 64 N,NC,SC,S 7/8"Tri-Pane LoE�-272�'Krypton-Argon LoE�-272` 023 025 041 66 N,NC,SC,S 7/8"Tri-Pane LoE3 366�Argon�0E-180T" 026 0.18 0.40 63 N,NC,SC,S I 7/8"Tri-Pane LoE3 366�Krypton-Argon LoE-180'" 023 018 040 66 N,NC,SC,S ��� CLAD ULTIMATE DOUELE HUNG � :�.;�Tlncrqir. �nn q�C�v �`v w ��D e7�-S CLAD ULTIMATE DOUBLE HUNG PICTURE UNIT ;: � p1as.Opg•(m�+) 3-5 7/8(1064) 417/8(126n 4-5 7/8(1368) 5-17/8(1572) 5-9 7B(1775) Rgh.Opg.(mm) 3-638(1076) 4-238(1280) 4-63/8(1381) 5-23/S(1584) 5-1038(1788) � '� frame5ize(mm) 3-53/8(1051) 4-13/8(1254) 4-53/8(1356) 5-13/8(1559) 5-93/8(1762) � Glass Size(mm) 36(914) 44(1118) 48(1219) 56(1422) 64(1626) a �' ��m� ��m� comCO� ,��m�' I t �, poo,n ���� CUDHP4070 CUDHP4870 CUDHP5270 CUDHP6070 CUDHP6870 a��� Pp�Q'� ���� ��m� Q C 7 Q, ��a�O CUDHP6874 CUDHP4074 CUDHP4874 CUDHP5274 CUDHP6074 � °D�v v < N O p o� m��pj �[1 1�M� .�'o�.�'o� CUDHP6078 CUDHP6878 CUDHP4078 CUDHP4878 CUDHP5278 I' CONSTRUCTION DETAILS ��4' I�`; v2• �6� � (13) Rough Opening 1/2" � � 1/2' �t3� � FrameSize �13� � . � _ � ,� O '^ O � rn � 1/4" I_ � 1/4" f (6) ��� � �6� �MasonryOpening JAMB _� C�AD ULTIMATE DOUBLE HUNG PICTURE UNIT HEADIAMBANDSILL ENERGY DATA U-Factor SHGC VT CR ENERGY STAR 1"Insulating Glass Air 0.44 0,56 0.60 45 1"Insulating Glass Alr LoE-180T'" 0.33 0 50 0.58 55 1"Insulating Glass Argon LoE-180'"' 0.30 0.50 0.58 59 N 1"Ins�lating Glass LoE2-272�Air 032 031 0.53 57 NC 1'Insulating Glass LoEz-272�Argon � 0.28 0.30 0.53 60 N,NC,SC 1"Insulating Glass LoE3 366�Alr 031 Q21 047 57 NC,SC,S 1"Insulating Glass LoE3 366�Argon 028 020 0.47 60 N,NC,SC,S 1"Tri-Pane LoE-180'"'Argon LoE-180T"' 022 043 052 69 N 1"Tri-Pane LoE-180T'"Krypton-Argon LoE-180r"' 020 043 0.52 69 N 1"Trl-Pane LoE�-272"Argon LoE�-272" 021 027 0.43 69 N,NC,SC,S 1"Tri-Pane LoE'--272�KryptomArgon LoEz-272C' 019 026 0.43 70 N,NC,SC,S � � 1"Tri-Pane LoE3 366'Argon LoE-180T"' 022 019 042 69 N,NC,SC,S � 1"Tri-Pane LoE3 366'Krypton-Argo�LoE-180T"' 0.19 0]9 042 70 N,NG SC,S � �:. CLAD ULTIMALE DOUBLE 4Ui IG PICTURE UNIT ��9 ��� - . � __...__ . ,-...,..... . _ . i w�q�CZ�r� N w � ry �rr.�rs ` � ULTIMATE SLIDING FRENCH DOOR CONSTRUCTION DEIAILS CLAD 1/4" 1/2" � �I (6) i!I � I I � ' —RoughOpening — , � 1/2" i � (13)��Frame Size �� (13) O 1 _ O Y o I E o � tt F I �I i -� �,. � ' 1/4'�%�— ` �I�— 1/4" 6 k —L� (e> i I� ( > �MasonryOpening- —i s CLAD ULTIMATE SLIDING FRENCH DOOR CLAD ULTIMATE SLIDING FRENCH DOOR � HEAD JAMB AND SILL 2 PANEL JAMB XO R " WITH ULTIMATETOP HUNG SCREEN WITH ULTIMATETOP HUNG SCREEN ._ . _ �E � �� � � a ,� \ --�-- 3(� CLAD ULTIMATE SLIDING FRENCH DOOR CLAD ULTIMATE SLIDING FRENCH DOOR € 3 PANEL JAMB OXO R 3 PANEL JAMB X00 R WITH ULTIMATE TOP HUNG SCREEN WITH ULTIMATE TOP HUNG SCREEN � _ 'Q�D - i _ I ' ' �� , I . CLAD ULTIMATE SLIDING FRENCH DOOR CLAD ULTIMATE SLIDING FRENCH DOOR � 1 PANEL JAMB O 4 PANEL JAMB OXXO R STATIONARY WITH ULTIMATE TOP HUNG SCREEN PANEL CONFIGURATIONS � � �� �� � O-STATIONARY XO-JAMB OX-JAMB ~� � �—� � � � � � � � � � OXO-RH OXO-LH XOO-RH OOX-LH � � �— �J � �� J�� � it �--� � ,� OXXO-RH OXXO-LH � i � f CLAD ULTIMATE SLIDING FRENCH DOOR > :i ENERGY DATA U-Factor SHGC VT CR ENERGY STAR 1 3/4"Insulaiing Glass Air 0.44 0.49 0.51 43 ` � ,s �i� 3/4"Insulating Glass A�ir LoE-180�"' 035 0�44 0�49 53 � � 3/4"Insulatina Glass Argon LoE-180T"' 0,32 0.44 0.49 56 fi � 3/4"Insulating Glass LoE�-272`"A�r 033 027 045 54 � 3/4"Insulating Glass LoEz-272�Argo� 030 027 045 57 N,NC,SC,S � 3/4'Insulati�g Glass LoE3 366��Air 033 018 040 54 - � 3/4 Insulating Glass LoE'366�'Argon 0.30 0]8 040 58 N,NC,SC,S :� 3 :� nnJ .. - ' . rF �" :�.��. _ . �,ki New Construction Energy Code Compliance Certificate Per N!IOI.B Bwlding Certificate.A bwidieg certificatn shall be posred�n a permanentty visible location inside the building.The Date Certitinte Posted certi6caze shall be completcd by che builder and shall list information avd velues of components listed io Tabie Nl 101.8 Msiliag Addrm of Ue D�elliug or IIwdling Uuit City �R\• V� � " o i►� n � Namoof Residen[id Conhactor MN License Number � ��� ��> �I���L� t- l'���'r�� � � � / � TH MALENVELOPE RADON SYSTEM Type:Check AII That Apply Passive(No Fan) oti � � � Active(Wrth fan and monometer or � �, other system monitoring device) q U C _"' � CL ..�. o a 3 y �j ^ ''o ° ? ¢ m nj '� U y v� e o ,.; � o y � � � W u Insulation Location � _°o z �+ = v o � �i o 4 `o m �° F E � � c v u v � � :a ca F-� .9 z u. i.=. u�, w° � c� cr Other Please Describe Here Below EoHre Slab � Foundati0u Wall IA,J�t'�1/►+� -+ Q Type in�ocatiorr�Me' e erioTpr imegre� Perimeter of Slab ou Grade p RI�O fOiSt(H�OUDdahOu) ' Type in loca6on: ten terior or irriegral Rim loist(1'�Floor+) Type in location ntenor xterior or integral Wall Ceiling,flat Ccilin ,vaulted � Bay Windows or cantilevered areas Bonus room over garage Describe otheriasulated areas Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: . � Not applicable,aIl ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): R-value MECHANICAL SYSTEMS Make-up Air select o Type Appliances Heatin System Domestic Water Heater Cooffng System Not required per mech.code Fuel Type �0�, �)��• ( �Y� Passive Manufacturer ;a � g�H E,�, � Powered pp�,���,� Interlocked with eachaust device. Modei (p� � , V� T t �X�• � Describe: Input in f� *M ` Capacity in ,� Output in �/ Other,describe: RaHog or Size BTUS: KT�%� Cralloos: � Tons: '/ � F[eac Loss: Hea�Gain �/ Location of duct or system: Structure's Calculated � �� -t Q� AFUE or SEER: / HSPF'o � Calculatcd 7� Efficienc cooling load: 7W C6n's "round duct OR Mechanicaf Ventilation System "me[al duc� Descnbe any additional or combined heating or cooling systems if installed:(e.g.two fumaces or air CombuStion Air Se[ecr a Ty e source heat pump with gas back-up furnace): Not required per mech.code Select Type Passive Heat Recover Ventilator(F{RV) Ca acity in cfms: Low: High: Other,describe: Ene�gy Recover Ventilaror(ERV)Capaciry in cfms: Low: High: Location of duct or system� Continuous exhaustin Fan(s)rated capacity in cfrns: /�r�, y,L k� � Location of fan(s),describe: ��1 CIm's Capacitv continuous ventilation rate in efins: "round duct OR Total ventilation(intermittent+contfnuous)rate in cfrns: "metal duct �-. Created by BAM versio�052009 q_�3-�3 Adtek Software Co Kyle Hunt and partners 105 S Main St-Toluca, ill 61369 Lieberman 815-452-2345 -sales@adteksoft.com Orono , Mn Sales Consultant: Job#: Date: 09I12/2013 Sysfem / (Average Load Procedure) Design Conditions Location: Minneapolis/St Paul AP, Minnesota Elevation: 834 ft Daily Range: Medium Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 44° N Design Grains: 24 Summer: 88 75 Heated Area 5170 Sq.Ft. Winter: -11 70 Cooled Area 5170 Sq.Ft. Heat/�oss Summary (July Heat Load Calculations) Sensible Latent Loss Gain Gain Walls 13286 1470 0 Windows 20349 20797 0 Doors 1770 566 0 Ceilings 3524 1305 0 Skylights 0 0 0 Floors 3924 d 0 Room Internal �oads 0 Q 0 Blower Load 1707 0 Hot Water Piping Load 0 0 0 Winter Humidification Load 0 0 0 Infiltration 33666 5299 6047 '" � __���� ;�� , Ventilation 32745 5255 5998 � -^��-'�=� Duct Loss/Gain EHLF=O ESGF=O 0 0 0 AED Excursion n/a 0 n/a Subtotal 109264 36399 12045 Total Heating 109264 Btuh 33 kw of electric heat Total Cooling 48444 Btuh 215 Linear ft. of Hydronic Baseboard *Calculations are based on the ACCA Manual J 8th edition. All computed calculations are estimates based on building use,weather data, and inputted values such as R-Values,window types, duct loss, etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. Adtek AccuLoad Repo�t Version 1.4.1 Page 1 Adtek Software Co Kyle Hunt and part�ers 105 S Main St-Toluca, 111 61369 Lieberman 815-452-2345 -sales@adteksoft.com Orono, Mn Sales Consultant: Job#: Date: 09(12/2013 System l — AED Curve — DAL �--- 1.3 — 1.5 30000 i _- � - - _T � �-- _- --—- --�--—-- -----�-__- -- � i � I ! I I ! 2s000 �-- � ' � � --- - — _ _ --- - - ----_ -� _ -- � - � 20000 - -� -� �-_ __-- i � � ' � _ � � � 15000 � - ---- m � � � i , ' 1 . --- - --- � 10000 __-- - --- - I r- --__ _ --- 5000 - — , � � ; I i � i ' ; i 0 � � � � 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour AED Excursion: 0 btuh AED Status: System has Adequate Exposure Diversity. AED Flag: No AED Flag. Hours are listed in 24-hour format: 8 is 8am, 20 is 8pm. Adtek AccuLoad Report Version 1.4.1 Page 2 Adt�k Software Co Kyle Hunt and partners 105 S Main St-Toluca, III 61369 Lieberman 815-452-2345 -sales@adteksoft.com Orono , Mn Sales Consultant: Job#: Date: 09/12/2013 System I Breakdown Item Name U-Value Net Area Htg. HTM. Clg. HTM Sens. Htg. Sens. Cig. Lat. Clg. Total Cig. Construction Type --------__—___------------ System I --------------------------Q-----1707 ----Q----- 1707 -- ----bed 1�___..�--------------._..�.._.�..____-------_____- -----0--------Q-----------�------�--- -------------------------------------------------- ------------ Floor 0.019 193.75 1.539 298 0 0 0^ Basement Ffoor�NA�IVA�NA�R-3 or higher�Any Floor Covering�20 feet�NA -- Northwest WaU^�_-------�0.043 -��-82 5 3.483 287 �—-- 0 ---�----- 0-------- 0 Basement WaIi�NA�Eight Inch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�8ft -------------..----------__.—.._-----_____�__v_..---....___....---_�_____.------------------------------------------------------- Window-2.5x3.5 0.44 8.75 35.64 36.23 312 317 0 317 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl ---------------------------------------------------------------------------------------- - Window-2.5x3.5 0.44 8.75 35.64 3623 312 317 0 317 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metai Clad, or Vinyl -----------------_ __—-------_ --------- -- --------------------__..._._..._------------------- bed 2/bath 0 0 0 0 __--- _____....______._____-__.— ----------------------_...---__.__.---------..^-------------------__..._�.----_____.. Floor 0.019 372 1.539 573 0 0 0 Basement Floor�NA�NA�NA�R-3 or higher�Any Floor Covering�20 feet�NA __...----._._.._._...____.-------__.�__,-----_.-----------------------._...�__..__.__.__.._._...-------___—_______-----__--------------------- Southwest Wall 0.043 16 3.483 56 0 0 0 Basement WaII�NA�Eight Inch Brick, Stone or Concrete Wail�Wood�R-13�R-4�NA�BIock�8ft __._..------...__.__..____-----------__---------______�__...---__------------------_.----___.------__ _ . Northwest Wall 0.043 187.5 3.483 653 0 � 0� 0 Basement WaII�NA�Eight Inch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�8ft ----- -------- ._--__._._.._.___�___--------------- -- ----------__----- Wndow-1.5x3 0.44 4.5 35.64 36.22 160 163 0 163 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Northeast Wall 0.063 105 25 5.103 0.96 537 � 101 �0 ^�^ 101 � Frame Wall/Partitian�NA�NA�Wood�R-19�R-2�NA�Siding�NA �.----Wndow-2.5�Q.5 ------0.44 625 35.64 36.16 ---J 223-------226 �_^� 0 �__�^226 - Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl -----------.--- - -- _.__._ . __... _..__-- ------- -- - ____ _ __..___ _._..__.. ---------�_.------- Window-2.5x2.5 0.44 � � 6.25 35.64 36.16 223 226 0 226 Operable�Normal Wndow�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyf --- - --------------------------------------- -------_._..—_------------------- Window-2.5x2.5 0.44 625 35.64 36.16 223 226 0 226 Operable�Normal wndow�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl _ billard/media �-------------------------- -------�----- 0 0 0 _..._.___._...-------------------.._..._�___-------------- ----------------•---------------__ Floor 0.019 560 1.539 862 0 0 0 Basement Floor�NA�NA�NA�R-3 or higher�Any Floor Covering�20 feet�NA - --__... ------ _..__.._. _..___ ---- - ------ -- __------- ---- ---------------.�- ----- ------- ____-- - ____� -------- Northwest Wall 0.043 128 3.483 446 0 0 0 Basement WaII�NA�Eight inch Brick, Stone or Concrete Wali�Wood�R-13�R-4�NA�BIack�8ft _._-._..__...._____._._.__._____________.__-----__._---_------------------__ ------_____---------_____._._------__------------------------------------ Southeast Wail 0.063 62 5.103 0.97 316 60 0 60 Frame Wall/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA -------------------------------------- ------ ----- -- -----------------.. Vllndow-12x5.5 0.44 66 35.64 47.77 2352 3153 0 3153 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl ----------------------------------------.___--------_---------------_..—_._._____._..._----_----__.___..._______..___..._.. foyer/o�ce/family 0 0 0 0 Adtek AccuLoad Report Version 1.4.1 Page 3 Adtek Software Co Kyle Hunt and partners 105 S Main St-Toluca, (II 51369 Lieberman 815-452-2345 -sales@adteksoft.com Orono, Mn Sales Consuitant: Job#: Date: 09l1212013 Northeast Wall 0.063 60.75 5.103 0.95 310 58 0 58 Frame Wall/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA Window-2.5x'1.5 0.42 6.25 34.02 40.8 213 255 0 255 Fixed�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyi Wndow-2.5x2.5 0.42 6.25 34.02 40.8 213 255 0 255 Fixed�Normal Window�Ciear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Window-2.5x2.5 0.44 6.25 35.64 36.16 223 226 0 226 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Wndow-2.5�Q.5 0.44 6.25 35.64 36.16 223 226 0 226 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Window-6.5x6.5 0.42 42.25 34.02 40.71 1437 1720 0 1720 Fixed�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Southwest Wall 0.063 85.48 5.103 0.96 436 82 0 82 Frame Wall/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA Door-4x7 0.39 28 31.59 10.11 885 283 0 283 Wood�Solid Core�No Storm Window-2.2�Q.2 0.44 4.84 35.64 16.94 172 82 0 82 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Window-2.2x2.2 0.44 4.84 35.64 16.94 172 82 0 82 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Wndow-2.2x2.2 0.44 4.84 35.64 16.94 172 82 0 82 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl kitchen/4 season room 0 0 0 0 Ceiling 0.022 1025.96 1.782 0.66 1828 677 0 677 Ceiling under FHA Vented Attic, With Radiant Barrier�Asphalt Shingles�Light Color, Light Gray�R-� Southeast Wall 0.063 307.5 5.103 0.96 1569 295 0 295 Frame WaIl/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA Window-2.5x2.5 0.44 625 35.64 20.48 223 128 0 128 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Window-2.Sx2.5 0.44 6.25 35.64 20.48 223 128 0 128 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl W ndow-2x3 0.44 6 35.64 25 214 150 0 150 Operable�Normal Window�Clear�3 Panef Wood, Wood with Metal Clad, or Vinyl Window-2x3 0.44 6 35.64 25 214 150 0 150 Operable�Norma�Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Wndow-2x3 0.44 6 35.64 25 214 150 0 150 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Window-5x6 0.44 30 35.64 31 1069 930 0 930 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Northwest Wall 0.063 75.5 5.103 0.95 385 72 0 72 Frame WalUPartition�NA�NA�Wood�R-19�R-2�NA�Siding�NA Wndow-2.5x2.5 0.44 6.25 35.64 36.16 223 226 0 226 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Window-2.5x2.5 0.44 625 35.64 36.16 223 226 0 226 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Adtek AccuLoad Report Version 1.4.1 Page 4 Adtek Software Co Kyle Hunt and partners 105 S Main St-Toluca, Ill 61369 Lieberman 815-452-2345-sales@adteksoft.com Orono , Mn Sales Consuttant: Job#: Date: 09/12/2013 _ _ ._ __. _ _Northeast Wali_ _0.063 .___ 45.8 5.103__ ____0.96 _ 234 _._ 44_.___ _..._O ___ 44_ __-- Frame Wall/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA ..-----------------------____------ ------__-___...---_____.__.�___-__._._..._.�-----------��__-------_ _ Window-3.2x3 0.44 9_6 35.64 36.25 342 348 0 348 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Meta!Clad, or Vinyi _..__------------------------------ ----- ---..-- --__�____.._.._ . _ ----- ...-_._. ----- - --------..- ------------.__..___ Window-3.2x3 0.44 9.6 35.64 36.25 342 348 0 348 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl ----_--------------------___--_.___ __..._-___.___..----------------------___------------------- --------__..._______-------------- Window-3x3 0.44 9 35.64 36.22 321 326 0 326 Operable�Normal Wndow�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl ---------.__.____...__._._._..------------__-------------__---------.._..---------------------------------_------- --------- Window-3x3 0.44 9 35.64 36.22 321 326 0 326 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl -----_.._..__._.__-------- --------------------------------------------_..__._-------------------------------�------____ Window-5.5x6 0.44 33 35.64 36.21 1176 1195 0 1195 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl ----- ------------------------------------_�__...--_._.------._....._-----__-------------------._..---------._,__._�____- -----_...__.. Window-5x6 0.44 30 35.64 362 1069 1086 0 1086 Operable�Normal Window�Cfear�3 Pane�Wood, Wood with Metal Ciad, or Vinyl _--- -----------------------------------_------- -----------------------------------_.. Window-5x6 0.44 30 35.64 36.2 1069 1086 0 1086 Operable�Normai Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl -------------_-__.__�_------------________�._------------------------ ------------ - master bath 0 0 0 0 ---_________....._____.____._.__.__------------------------- ---- -------------------------------- Ceiling 0.022 158.41 1.782 0.66 282 105 0 105 Ceiling under FHA Vented Attic, With Radiant Barrier�Asphalt Shingles�Light Color, Light Gray�R1 ____.-------------- ----------- ----- ---- - ---._. .__.-_- -----.---- _ _---------------------------------- Southwest Wall 0.063 24.5 5.103 0.98 125 24 0 24 Frame WaIl/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA - --------------------------------------------___.--------------�____-----._,.___�-.�_------ Window-2x3.75 0.44 7.5 35.64 20.93 267 157 0 157 Operable�Normal Window�Ciear�3 Pane�Wood, Wood with Metai Clad, ar Vinyl -- Northwest Wall�--------0.063 92.5 �5�103 � 0.96-��_ 472 --�-----89 ^---0 --- 89 -_-� Frame Wall/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA l����Wndow-2.5x3----- 0.44 7.5 �-- 35.64�� + 36.27��._�.267^ 272-�----0 272------- Operable�Normal Wndow�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl ------- --------------------_____--_ _______ _---- ---____� ___...._----__--------- _--- _._-- ---___-- ---- master bedroom 0 0 0 0 ----____-.____----...._�_.__��---------------------------------------------------- Ceiling 0.022 397.41 1.782 0.66 708 262 0 262 � Ceiling under FHA Vented Attic, Wth Radiant Barrier�Asphalt Shingies�Light Color, Light Gray�R-� ___------------------------------------------------�_____---------------------------__-_�_------------------- Southeast Wall 0.063 41.75 5.103 0.96 213 40 0 40 Frame Wali/Partition�NA�NA�Woad�R-19�R-2�NA�Siding�NA -------..._._.___---------------------__.--------------^.._.__.______-----____-------------------�.__-------_--_---�_____... Window-2.5x2.5 0.44 6.25 35.64 15.36 223 96 0 96 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyi _._- ._.__.._ _ _.. -- ----__ __....__ ----_-- ---�__-----_ _.._...- -- ._.__ -----._...__..----- --- Southwest Wall 0.063 20 5.103 0.95 102 19 0 � � 19 Frame Wall/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA ---------------------------------------------------- --------__.______--------------- Northwest Wall 0.063 162.75 5.103 0.96 831 156 0 156 Frame Wall/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA -------------------�.�--- --- --------------_-------------- ---_ . Window-3x3.25 0.44 9.75 35.64 36.21 347 353 0 �353 �� Operable�Narmal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl ---------- --------------------------------- --- ------�---------------__.._. Window-3x3.25 0.44 9.75 35.64 36.21 347 353 0 353 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl . .__.._._ __..__ ----- ._,____--- _ _._ . . --__. ___.__ __.._._ ____...._.__-- _ ____ _ _------- - - Wndow 5.5x2.5 0.44 13.75 35.64 36.22 490 498 0 498 Operable�Normal Wndow�Ciear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Adtek AccuLoad Report Version 1.4.1 Page 5 Adtek Software Co Kyle Hunt and partners 105 S Main St-Toluca, III 61369 Lieberman 815-452-2345 -sales@adteksoft.com Orono , Mn Sales Consultant: Job#: Date: 0 911 2/2 01 3 Northeast Wali 0.063 63.25 5.103 0.96 323 61 0 61 Frame Watl/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA __ _ _ _ _ __ Window-2.5x2.5 0.44 6.25 35.64 36.16 223 226 0 226 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Ciad, or Vinyl Window-2.5x2.5 0.44 6.25 35.64 36.16 223 226 0 226 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Window-5.5x9.5 0.44 52.25 35.64 36.19 1862 1891 0 1891 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl master cioset 0 0 0 0 Ceiling 0.022 105.94 1.782 0.66 189 70 0 70 Ceiling under FHA Vented Attic, With Radiant Barrier�Asphalt Shingles�l.ight Color, Light Gray�R-� Southwest Wall 0.063 80.5 5.103 0.96 411 77 0 77 Frame Wali/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA Wndow-2x3.75 0.44 7.5 35.64 20.93 267 157 0 157 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Northwest Wall 0.063 108 5.103 0.96 551 104 0 104 Frame Wail/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA mechanical/bed 3/lake _ _ p p p p _ _ _ _ _ _ Floor 0.019 966 1.539 1488 0 0 0 Basement Floor�NA�NA�NA�R-3 or higher�Any Floor Covering�20 feet�NA Northwest Wall 0.043 60 3.483 209 0 0 0 Basement WaI1�NA�Eight Inch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�8ft Door-3x7 0.39 21 31.59 13.48 885 . 283. 0 283 Wood�Solid Core�No Storm Northeast Wall 0.043 168 3.483 585 0 0 0 Basement WaII�NA�Eight lnch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�8ft Southeast Wall 0.043 34925 3.483 1216 0 0 0 Basement WaiI�NA�Eight Inch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�8ft Window-5x3.75 0.44 18.75 35.64 47.79 668 896 0 896 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl _ _ _ _ _. __ _ _ _ _ _ mud room 0 0 0 0 Ceiling 0.022 289.95 1.782 0.66 517 191 0 191 Ceiling under FHA Vented Attic, Wth Radiant Barrier�Asphalt Shingles�Light Color, Light Gray�R-� Northeast Wall 0.063 17 5.103 0.94 87 16 0 16 Frame WaIl/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA Window-2x3.5 0.44 7 35.64 36.14 249 253 0 253 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl __ Northeast Wall 0.063 77.75 5.103 0.96 397 75 0 75 Frame Wall/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA Window-2.5x3.5 0.44 8.75 35.64 36.23 312 317 0 317 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Window-2.5x3.5 0.44 8.75 35.64 36.23 312 317 0 317 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl Adtek AccuLoad Report Version 1.4.1 Page 6 Adtek Software Co Kyle Hunt and partners 105 S Main St-Toluca, 111 61369 Lieberman 815-452-2345 -sales@adteksoft.com Orono , Mn Sales Consultant: Job#: Date: 09/12/2013 __..._ _ _ _-- _. Window-2.5x3.5 0.44 8.75 35.64 36.23 312 317- _...__O _ 317 Operable�Normal Wndow�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl ___ ....___...----- -------------------------------------------.__------_----------------------------- Northwest Wall 0.063 101 5.103 0.96 515 97 0 97 Frame Wall/Partition�NA�NA�Wood�R-19�R-2�NA�Siding�NA �__�-----------._.___..�.._------------------ ------.- —_..---------.---._.._._..________--------------------------------------------------------- Window-2x1.5 0.44 3 35.64 36.33 107 109 0 109 Operable�Normal Window�Clear�3 Pane�Wood, Wood with Metal Clad, or Vinyl _------ _ ------._ ----__... ------_____�__ _---------------- --------- ---- --- opt mech ---.--___ .__O_.. O O ---0..______ ��..___---------------- ----------------___�---_-------------------------------_-----------------.._.-------.�.—._------ Floor 0.019 148.5 1.539 229 0 0 0 Basement Floor�NA�NA�NA�R-3 or higher�Any Floor Covering�20 feet�NA ---------------------------------------------------------------------------------------_�_---------- Northwest Wall 0.043 108 3.483 376 0 0 0 � Basement WaII�NA�Eight inch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�8ft ------------------- ----------------...-------------...- ------------------------------------------.------ Southwest Wall 0.043 88 3.483 307 0 0 0 _ _ _ _ Basement WaII�NA�Eight Inch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�Bft storage mech ___---.----.--.--_---- ------ ----______O_._.___�._O_._.___---0---- O.�v _ _----_��____----------_------------------------------------ ------ Floor 0.019 308 1.539 474 0 0 0 Basement Floor�NA�NA�NA�R-3 or higher�Any F►oor Covering�20 feet�NA _--------------__�..�...__...-----�-----_----- �_.__ -----------------______--___._._....._.._._.___-_------------._...--------._..�_ Southwest Wall 0.043 160 3.483 557 0 0 0 Basement WaII�NA�Eight inch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�8ft ._._.__ __..__- --------_ ---- __. ---- ___._._ ---- --_--------___--- - - _ Southeast Wall 0.043 112 3.483 390 0 0 0 _ _ _ _ _ _ Basement WaII�NA�Eight inch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�8ft Northwest Wall 0.043 112 3.483 390 0 0 0 Basement Wali(NA�Eight Inch Brick, Stone or Concrete WaII�Wood�R-13�R-4�NA�BIock�8ft Adtek AccuLoad Report Yersion 1.4.1 Page 7 Ad#ek Software Co Kyle Hunt and partners 105 S Main St-Toluca, Ili 61369 Lieberman 815-452-2345 -sales@adteksoft.com Orono , Mn Sales Consultant: Job#: Date: 09/1212013 System 1 CFM 'Duct sizes are based on velocities selected from the setup screen. Return Supply Item Name Velocity RA Duct Size Velocity SA Duct Size Winter CFM Summer CFM System CFM System I 563 32 x 16 686 30 x 14 1987 1655 2000 __ ____ _.__.._�._.._ .... _._ _.... _ _ _ _.... ._. , _- ___.... .._ . .....__ _ _. __. .._ _ _.... bed 1 412 1-7" Run 561 1-6" Run 31 48 58 _ _ _____..._. _ .____ _ _ _ _. _. ___ bed 2/bath 412 2-7"Runs � 561 2-6" Runs 121 71 121 ,.. ._._ . _ _.. _ _ ___._._. .. _.�_ . . _ ....._-- - biilard/media 412 3-7' Runs � 561 3-6" Runs 157 � � 222 268 _ _. _ __. foyer/office/family __. __._ __412 .._. 3-T' Runs 561 _... .3-6" Runs __ 223 ____ 225 __ _. 272 _--.... _ __ __._ __ _ __. . __ __ _.._.. . kitchen/4 season room 412 6-7" Runs 561 6-6" Runs 556 534 560 ___. _ . _ .. _ _ . _ . _ ___ _ ____ _ _.--_ master bath " 412 1-7`' Run 561 1-6" Run 92 71 92 _ __ _ __ _. . ____ ... _ _.. _ _.. _ __. _ . _ master bedroom 412 3-7" Runs 561 3-6" Runs 317 291 319 __.__ _ __ _. _._._... ---_._.._.. _ __ _. _. master closet 412 2-7" Runs 561 2-6" Runs 119 60 120 _ . _.. . _ _ _ _ _ _. _ _ . __ . _.. ._.....__ . mechanical/bed 3/lake bath 412 2-7"Runs 561 2-6" Runs 131 � � 73 132 _ _ _ __ _ _. __ _ . mud room 412 2-7"Runs 561 2-6" Runs 170 � 131 171 . __ ___ ___.. _ __.... _ __ _. ____ __._...._ . �. _..... __. _.... opt mech 412 1-7" Run 561 1-6" Run 24 0 24 ._ _. _ _ _ . _- _ . .. _. . _ _ . storage mech 412 1-7" Run 561 1-6" Run 47 0 � 47 � � � Adtek AccuLoad Report Version 1.4.1 Page 8 • � BO L-TON 8� M � N K , I NC� . Consulting Engineers & Surveyors " 2638 Shadow Lane, Suite 200•Chaska, MN 55318-1172 Phone(952)448-8838• Fax(952)448-8805 www.bolton-menk.com November I1, 2013 City of Orono Attn: Melanie Curtis PO Box 66 Orono, MN 55323 RE: Variance Application 13-3642 2690 Caroline Avenue Engineering Review#1 Dear Melanie: As requested, we have completed an engineering review of the documents submitted for the above referenced project. Our current review is based on the following submittal items: • Variance Application; dated 10/23/13 • Hardcover Calculation Worksheet prepared by Kemper&Associates, Inc., dated 10/30/13 • Practical Difficulties Documentation Form, dated 10/23/13 • Endorsement from 2696 Caroline Avenue, dated 10/26/13 • Endorsement from 2691 Caroline Avenue, dated 10/29/13 • Correspondence from 2691 Caroline Avenue, dated 10/29/13 • Proposed Site &Grading Plan prepared by Kemper&Associates, dated 10/30/2013 • Architectural Site Plan prepared by Sharratt Design & Co. LLC, dated 10/25/2013 We offer the following observations, comments, and recommendations for your consideration: 1. The resident of 2691 Caroline Avenue has expressed concern that drainage along his property line is not negatively impacted by proposed improvements. Therefore, additional contouring, spot elevations, arrows, and notes should be added along the northwest property line near the proposed driveway to ensure that stormwater runoff is directed toward the lake and not onto the adjacent property. 2. The slope on the north side of the proposed patio appears to be greater than 3:1. The plan should be revised to adjust grades or add retaining wall as necessary to reduce slopes to less than 3:1. 3. The plans are unclear what is proposed for retaining walls. The Grading Plan should be revised to provide more detail for all proposed retaining wall work. Provide top of wall and bottom of wall elevations and dimensions on the retaining wall in key locations (i.e. grade changes, alignment changes). Walls four feet or greater in height must be designed by a licensed Professional Engineer. Multi-level walls spaced less than double the height of the bottom wall apart shall be considered one wall, and the height shall be determined from the base of the bottom wall to the top of the upper wall. 4. Perimeter siltfence should be installed down gradient from all land disturbing activities. The siltfence should be inspected and approved by the City prior to any work. 5. Ditch checks or additional siltfence should be installed in the proposed swales along the property line until permanent vegetation is established to limit erosion. Variance Application 13-3642 2690 Caroline Avenue ' ° Page 2 6. The applicant may be required to obtain Minnehaha Creek Watershed District(MCWD) approval and permitting for their Erosion Control and Floodplain Alteration Rules. A copy of any required permitting should be submitted to the City prior to any land altering activities. Please let me know if you have any questions or need additional information. Sincerely, BOLTON & MENK, INC. �?.0--�,�� j���� Robert E. Bean, Jr., P.E. Water Resources Engineer City of Orono �n� Hardcover Calculation Worksh �NO COPY 0 Property Address: ' � � � Z �C �2:c �ib�r �;�, P� b't� s.� �. � `'kf3Noa� Prepared by: % .� , Date: 1�-t��ef � ,�iSSc c,z t 5, `���c' . tZ i k I� Stormwater Quality Overiay District Tier. (Cirde one) ier V Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey(survey must accompany this form). InGude all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depid proposed hardcover status of the property. For Tier 1 properties, identify any featur�s by letter which are split at the 75' setback line and calculate hardcover square footage se aratel for each o�ion. Key to Hardcover Item(Describe) Length x Width Total Surve S uare Feet � . ` .:,;�,� . �r° ,��; V 720 S F, I � A Cc'nc�e-tt n2 �,�i+�iv� � �-` �? "3�t('-�� t Z S.F. B - ?.�C� C2;Zn Z`6� ���, •`7�"'� $.F. C 1 ,3�' ZZ' + S.F. D ' x 2 , .�'+ S.F. E t i' x }, ' + S.F. F R.�' �c iS,(�'7'� S.F. G iy.�' x� .i�' 1 S.F. H °►.c,�' x� .(�`7'+ S.F. I ZZ,I'1' ,c �t9. �Z' �7ccZS.F. J C_,c,�u� ,a��1�. �-�� � -�r �n er s `l'� �s, � -+ S.F. K �.8' X�-5,4' �S S.F. L �.,�� � 'ro 15,b� x ti,z�}' 8'�S.F. M N' t+h� F..,� � � Z3, 3' x �S,$�} 'i'7 S.F. N +7•-'c �,.,2 'SZ.`6' x"5�' + S.F. 0 �z' x `�.S' I� � - S.F. P ,, � S,8 �c �,.., 5 S.F. Q c � z i � � l �1� ��"�} ih � -� 1`�f hF�� �x 11'� l�x � `t�l $.F. R �o �,ti �.,`-���H `7"� �'xGI'; � xzl'+1',cZ�' � S.F. S S.F. T S.F. U S.F. V S.F. W S.F. X S.F. Y S.F. Z S.F. 1 Total Pro osed Hardcover ,pl G I S.F. ,„ . . �t ,;.:. , ;r� �., : �. �����.� ����f '� '��.`�r; x �y� ka£�f,., � �C�iC55 rp Zlhlln. �� �r ��1 1'`J� .-n� -/.� ����lll I�F ��+� � e _I.S.F. , c e r�� � W i ��i�n �l � l�'�llC ! 1�+Z��4 1�tt Z�►' � .S.F. S.F. S.F. S.F. 2 Total Excludable Hardcover - S.F. 3 Net Pro sed Hardcover Subtract line 2 from line 1 G�eC3 S.�. 4 Total Lot Area ZS�ly�l S.F. Proposed Hardcover Percenta�e [(3)+(4)] ��;� % kinuary 8,Z013 � � � / � �` � /g29.� � 1 � � � 929 � . : � Q��� � . .�,R�� �l ��' �t�1'' 9�,0��6I I � � ` L'r v ��g I / � �PQ / R R�P� - f. � O`� _ / S�OR�o6�o.��l / � po��' �oa I � / � � l ; � — — � 2�" / a — — — � " ' � — -- S �3•06��� / � � � , : � � � -- .--- --�2s� / S,�O�2 . � ---- - _ _ ---- 93 �-`r � BOULDER p'P-RAP � �' ----�-929 __� / -.__ _ , — 930 / ' ' g'4 _,-� GOPO' �I I c,���y //���p\ � Q� ' � 930 � N 21.00 , � �Q� P � � � �� � �Q � � � � � � 9 � i � �� y ! ��� �� / ��� � ��p���P��r�l I ���� � ���s���`�'�, � oti� 5��� �� � �,���� UgD � Sa��oF ; F�o�Foe�� � S ��y �� SSE�S S , �pTS _ ;� 0o Q��� $ � , ���Q�oo�����- V�E G p p,R� �, � ,� � � +9�0� � � �o F Q��e SP RI N �� ,� � �; �2 Pa4 � �I � � �E��°�� ' � o�� �� �/�s3,— � �o,� ,�. � ���0�� ,� � �O _L �,r,�,,,r � ; I I � o�.�c�,�aa� ►� ��,� / � �,� rrr� i � s��� 9�oti�+ I �\ � I JoSo`�,0- � �PR � ���,'� ���.� � �r / _ � 9,��. � � I � ° 'o '.�° -- �o� � F a � , �I �� �+ ""'�s/ y�o��� s���,° /� I � Ss,- � .. �-a�P �. e� I \ � � _ � � � � �',`'��� QA� � � �� EN iO , �24�.0� /�;- , QpP _ � � � � � EASEM rn � � .+.� � � � �-��i���� • SANITPRY SE�318) SS N � � ,� Oh � � 0��" � � �i� . 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' . . f`>,O�� rjw 1"L'S�_., �c^ ,____._. ._9a6-�Xsil� �aiNIR�W��SEN -Rr*�' �ee �'� � ��_� . ���y� � �' ��Oi�� �� ���„� � � �� � Q \ � YEx �,� �11 � i ,- ' ,�� , SHEET INDEX , �', � _6- '-1' /' �- --' ��� -�,ro�s. -c � � \��w� i !��o � o�� � r � "�,�J� `-� �_ V�` _ �- � � i C C� � AI.....GENERAL W>TES,ARGHITEGTUFW:SRE PLM' • � `P�O C y 9` HE� �' � VI � � �I � ,� �� ��`�.y�.f1 I� NOT W'BEkED...CERi61ED SURVEY Gf F%JPOSED . �L . �� �(J� — e `/ �. 9 .. ,� '., I� ! � f I .O NOT NU"�EEfED ..GERTIFIED SURVEI"Gf Ek15TMG • • �6 �'a . v4_ � '' ����/ o�°' . I / ps�'d � �1, ' � I �-_ --_ I I �� I I � I \ � I J� �O Qr(^�C`� w A I 1 07 NU. . . ..LQIER LEVEL FLOaR PLMI 41.9�e � _ � _ , r�� �.II ! . J� L O .o ♦ '''° � � � �s ��} -'' �� }2�1 � �'8 I I c o III I ��� � � q w � �-f-�,2p �,Fj 1�� o�'S�� A1 ....... ...... . I'1AMLEVEL.FRLOFRA � � � ��*'��� . F c�� '/ \ _- �-_ �i.�s3� \ ... __ ...� 'fi�� ._ . . '� � � � �II I ,� I w ,,. \ , I'� / ��'rCdf I�9 \ O�� A5 ....... ... .. .....EXTELEVATIONS , � ... • � � '"� � 94 � � _-= I I . �� �,�7 1ro \ 6 I?' Ab. .... . .EXT ELEVGTIONS � .� y ,(� � 9 .,�pM�'• w�� \ 4 ` � � -- '� I 'I / 91-� I 1 �0�� Al...... . ....... .... EXTELEVGTIONS y9 �� • . � � _ ,; I. \ � ], � ne . ....... ..... eua�rt�secnae � J �� � � � �r�F ���� i �� • �I � - � ii -u� .��ii ��,i � � w ���i �� � r C� � ����� ��' � � as.. .... ........ ..... 1rPiuuwausectia+ I dl0..... .NTERIOR LdBMEi ELE VATIONS L ,.� `�, o � �'" I1�, I I 11 I W � o0 9 1�, x / ~ ;,~ ' � • � '1��� �Ik� �L ortgLE95.ELEEO��raP�R � 1 Ail... .MTERIORLABMETELEVATIp�S 11 � �m 9 O�f J .n �`p'.�R C \EiE 1 / _ - .II -I I 1 I diaNuue4 reRP4to ��OO��y'P� 1�'' I EI........ .. ..LOUERLEVELELECTRIC4 _ i • i �. 7 � 1 dm+uqn oiei '1,��'�+ `S� I I YI I I , wry�e ar.evu v�R \O I � ^' 91F3ACE.<DD<N+ yER4� �,.W T �LL� WaLL � 1 I ... . ....... .. \ � R_ ` , , I e.� � � E3 _.n.aM LEVEL ELECTRIGAL p �I I I I I I I Il'. 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' , .�I' ; ' O R 6 1� 1 5�..... ...............STRICTURGL DETAIL6 � , � . ^. � ' 1 .....STq1CTURaL DETaILS�NOTES B 7w coaE .. 11 ^�.,�' I1 �1 — 8 � 7 � y� 1\ \ \ 55..... s � � ���\ � -' `'� _ 6 --- B .� A � G �. � CN ;� '' ���� ''� '' �i ��� � so � � � � b , _ � i �� � 'v;�? \ V � PROJECT TEAM � .A �g � 1 '�� i� i � �.,\y � �, ` --- _ - I ,� I � � � ARCNITEGT vC Y�.E%iE'ID 6 �\ �V � 1 bNARRATT DE91GN�CO.LLC. - E�6*Re.s[m \ A � � L iEia j(T W� '�p 1 N � GONT4G7 MIKE bNARRl+TTGO \\ G�,..\� `y ���b� 1 I � �-�-r" � '` � � j w v� `D � STRUCTURAL ENGINEER �$ V � ��A 1 �� �41G'84 : _�-_����--�� �._-� � i "� - _ � :' �'.�� � � � � � \\ 99 � � 1 � i ♦ -- - 0 ,�. .'�Eyy�tD✓x���� �I / �.7�'�STEPPRY+ \�--- ' `\ � \ \ A1'I.STRJCTUR4LENGMEERING � 1 � ��r�"� �� STpJES,VERIFI" ^� I � GONTACT DdNIEL KOPCNIN9KI � ' � ) � ', \ \ �f9 117 EAST HAPLE 51REET \ (\\ . _ -' / -� �\ ��f � tJ\ \ � RIVER FGLLS.WI 5d0]J � , 1 { _� ��- -'� � i •\ �� c . � 4 �.IJ. �'�..�LyIJ, � � PNpNE:ll15)476-4930 � �So �` � '1 - -�q -���__ -„1�L11 I l +'Sr,� � \ �. 951�_ I � � ____-- . . - . — � C' � ` 1 �'�,�'P9'P � GENERQL GON7RACTOR � V I.� � ���1 � �9 � / �p�. �sr g`�1: '� ��:.�`� ,o , �� � \ \ \\`�}�� 4f� L t.v C/ � � �\ �\ \ \ I \\ KTLE HWT 1 PARTNERS.INC. \ \ � � 4 �� �.p \ � )�...f .� � I �iJ I ' GONTpCT:KYLE MJNT � � ��� -9qg �}- ARGHITE�LRAL SITE PLAN � N �.- ��rai,y,� � ��-'- > � �,5.\ �8374 nINNETpNKA BOI/LEVARD �� +l "Cr � '� '. l 1 � p DEEPNdVEN,HIMJE50T4 55391 \\ \ ,�`e-__ �-"�- ALF1�Wti��� �' f,� '�, ��T � `��. � C E \ \ \ PtiIONE:%74�65999 :� � � Gs .. \\ � \ v \ � � � �� G � �p �`��. �•� — - --_9 0 'm � �F' I y � ` �� \� \\ k,\ 9,� I 1 S S U E D F O R ���� . . . � 49-_ �� '°�"p�- 948- � � 6. ���� � � � \ N � �� - r- . A 9S� -��� �/�.p ��g O_� `..� � � `� �-m 96, A °`9`SI \ �C��9C� � qJ'��� � �� __�.r /O L I � � rw � � - � ��cj49�� �9�9 ��� 9n � � � F.>'�;m_ I- C J _ \ �'S v Oa � \\ � � \ vwi�Ji--cuWi Z<.,�. J� .t-�¢ .r-�C-v ..,.. �. 99 V._ . 2=5.v� Z : � u-_. . JC .. �Z . . � LIBEA�IAN:BUILDING FLOOR ARGNITECTURei SITE PL.4N NOTES� y�p� p � \ \ \ 1SSC�1�.DATI' �U�`�¢c"'.m��� 39,a ELEvATICN$ L SEE CERTIFIGATE OF SURVEY FOR SITE AREA INFOfd"IAiION. � '9i,9 9 \ \ ma.ma]0i3 \ �'�T �F. 7. T4115 ARCHITECTURAL SITE PLAN IN PROVIDED TO ILLUSTRqTE GENER4L DESKaN IMENT � �E.i,.7¢i, � S 9�y�,o f EX15TING: PRpPpSED:(01�313) ONLY.VERIFY AGTUAL 51TE CCNDI71ON5 WITFI GER7IFICATE OF SURVEI. � 9 \ \ 0B7a70i3 A � � "\ � iy G�i^2 3. DIMEN5�ON5+LOCqT�GNS SHAIN qRE qPPRpX�nATE i SFIALL BE AGJUSTED AGGORDING �\9 �� \ me���mi� \ -_ ! �. LOLLER LEvEL: 939.10' LOWER LEVEL: 939J3' 70 SITE GONDITIONS,ZGNING�GODE REQUI�MEMS.�INTENDED USE. i,6 � ¢e:elmi� X � �-- �y�n'S,f, MAW LEVEL: 948ID1' HAIN LEvEL: 9S0Fi0' 4. PROVIDE PROTECTION FOR ALL TREES,vEGETGTION,LdNDSGAPING HAiERIALS,�SITE �� � � �� �'L�F`,P� GARl+(E 946.�0' GAR�YE 949.16' IMPROVEMENiS LLHICN HAY 5U5TAM DAHAGE DUE TO CONSTRICTION. eE;y�mi3 � . \ 5.PRONDE�I'tAMTAM CONSTfd1GiIGN FENCMG AROUND ALL?REES TC REMAM A?DRIPLINE . (��� �� ` 09.061013 X 9 6.vERIFY ANY CGN7RAGTOR�COMMENDED T�E TRIM�IING OR faEMOVAL WTH TFIE qWER � �.oO�0 0�i��mi3 a .n OR OLLNER'S�P FIRST BEFORE PROGEEDING. \ \ q� kk'' I.�� l. vERIFY CNY SITE LIGNTMG OR ELECTRICAL 5TUB5 REqUIRED. \ \ y�c�-\ \� \ , � �ENERAL CONSTRUCTION NOTES l 11�SE DR4ulN35 HdKE UP G'BUI�DERS SET'pF GRCjlITEGTU3CL DRAYIRI'a5 NTENDED TO SHOW DESIGV INTENi pN�Y. 10. GENERdL CONiRGCTOR Su,nLL GpprplNdTE GND SIiE THE&IILDING p.l iME CUNER'S LEGAL SJRVET.GENERAL CONTR4CTpR TO I1. pRipR TO ndTER14L OfAERMG SUBMIT SG�'iPLES LF CLL WTERIOR HILLWOPoC,EktERIpR FM15HE5, Np11FY pWEF/df6NIiEC1iEN6MEER OF ANY D15GOVERED DISGREPANCIES PRIOR TO ANY SIiE ILL�FIC FLG�ORING,CGBINEtS,TILE.MdFDIUARE,LG�ETS,�PdINT TO dWER FOR dPPh'OvqL PRIOR TO ORDERRG TUE 54NE. � ,� �� �,�� 1,�` �' \\I M1�.� ����\ � � , ' 7. GENERdL CONTRACTOR 19 RESFON5IBLE FOR PR�NDRG TWE PROJECT$pECFIC4TION5 dND FpR CppQpIN4TIW'TNE9E DRAWIW,aS WTN i1i�aE EA'EGFICATIONS N.�pR�yIDMG dNY ApDITIONd1 DETAILS REp11F�D FOR GONSTPo1CTIpd. I5E��5,INC1lIOIN[.T g;1T1tJpT5�H iEDE O PQIER,WAEER,RTE ER�CN,E Ak,S�TG��F,4�IL�ITIEBL�FIFB F�IqNTRIIYaF E�ItPMENT. p p,U.¢WGr6NI�T�T�PRIOf TO I�'K pRd1111Y�IpR TO R?XW FRNIMG FOR G,491I.IE75iBUILT�INS.REFI�Rt ANT DISCREPqNCIES L I B E R M A N 3. WGfd24NfIE5 SH4LL BE M AGLpRpqNGE WITH STATE HINHJ-I SidlDdRp$, f�G15TEfffD&11�DER PFq.'RAHS AND/OR PRODUGT WARRAMIES TO BE PkOVIDED BT FRppUGT HAN,F.4GTIlRFRS,�IABILITY pNp LL�R:ER'S GQ'1PENSATICfJ GERTIFIGATE OF INSIIRANCE WILL 17. iHE GENERdL GCNTR4CTOR SudLL BE rE5FON51BLE FOR ALL REIXIIRED ER09�ON CLNT�JL MEA9UIE5 GND WtY SPELIFIC 19. A��EMERIOR LLW�LS SHALL BE 1x6 A$FER Bl11LDING SECTIp15.A�L BEARRG W/LLLS,PLIf'IBIN[WCLLS,AND W4L15 WItN POGKET BE REdUIRED F.1bn G���puiRpCiORS. ENVIROM�frNTdL�'IPAGT 155UE5 GRISING FRd't GONSt�iIRJ ON tuE SITE. DOOR"OR UA�OD CGSED Of{NINCaS 5W4LL BE 7n6 CLNSTrd1CiIQ1.oLL OTHER WALLS TO BE 7r4 LpN$TRICTICN UNO.ALL 41EADERS SNOLL l GENERdL CGNiRACTp�2 AND AlL SUBCONiRACTOR5l0 vERIFY AND GOCFDMdTE ALL L01IDItIpJS 4ND pI�N51GN5 PRIOR TO 13. TNE GENERAL GCNTRACTOR SUALL noINTdIN Tu BE(7)I•3/4"M 9-IR•LV�'S OR FII�IbLA`i EQIIVqLENTS,TTP.UNA H O M E E SITE M FIRST•�A55 CONDITL.T'DURIMi iNE PR�JEGT.ALL WASTE�DEBRIS 5W/LL � '� W'JH' C�L.TO GGNf4Li ell pp�11811,(pi TO VERIFT LOLdTI�NS pF dLL WDEfGR�1Np ELELTPoGAI,IftILITIES,SEWER,LqBLE,GAS,ETG. PRp'IPfLT�Iffnp�D.CPJSIDER4TICN 5N.4���GIVEN TO HATERI4L 9TORPGE LN TNE 91TE i TNE IHPq�T pN ApJpINIK'a NEI(aHgpR9. 70. SITE R4N CND f�LATED IIiORHqTION PROVIDED 6Y SURVEYpR IS USED HEf�t0 b1L41 DESKfJ MTENT pN�T.VERIFY qLL PRIpR Tp COI1gNGPY LLbIdC MEDIqTELY REFGRi plp/pR F�yIEW ALL G1UE6TIGN5,DISGREPANQES 4ND CONDITIpJS WITu iHE �fJDITIONS ANp pIMEN51p�5 WSURvEYpR CV1Ew4RGuiiECT PRIOR i0 PRCCEEDNY,WTu pqfaC i4, TME GENERAL LONTRqGTOR LONTR4GTOR y1.4�L PR�NDE PINqL GLEaNING OF ALL MIiERiOR qNp ExTERIOR 9UIapCES.ALL ?F��0 C A F(1 I.I N E A l'F?�L;E TRWSPARENT I�taTERIdLS dRE i0 BE LEFT IN d POLISIJED GGNDITION.�FpVE dLL LABELS iNdT p,�NOT MTENDE�TO fEf'IdIN q5 71, [pJTqdCTpR TO VERIFT dCqJSTI�IN9ULCTIGN�p�pilpN5 W/OLLNER PRIOR TO vAPOR�TdRDER�DRYW4LL MSTiLLATIGf1 TIJE (J R�1�(�, �1 1 I�I�ti S()�I A 5 5 i�)� 5. aLl GCNSTRILTIOu Mlp/OR nqTERIaLS AS RDIGdTED SHALL BE Ai pR 4gpvF INDI15TRr ST,qr.�4�5 FOR SInIL4R IpESiDENTI4L PE2IANENT IN$Tp1CtI0N PFqZ�Filp1 qRGHITECT rECOnrIENDS TNGT di q HINIttJH 4LL BEDFOOI'15 O/m BATHRO0175 TO NqvE AGq15TIC BdTT M$ULAtIGN MS�dLLED M p.�� GLN5Tq1�11CN WTH gES�OIIdLItY pRp[TICES. W4LL5,FLOORS.�CE�LING3 4pJpINING FINI$NED OR WTIIRE FINISHED 9F'AGES dDJOININ(ApJqCENi 9POCE5.AND WASTE 9TAGK4 TO BE IS. iHE(aENEFGL COYtR4C10R SNGLL PROVIDE IN5Tp1CTIpJS TO THE qWER PEFiCM11Y iG OPEfiATILN 4ND P1qINTENANCE 6 LLHFLETELY ENCLOSED IN CGWSTIC INSULATIpN M$U�1!4 WGY TNdT WCSTE STOCKS DO NOT FREEZE.G45T IR�IJ WdStE 51GGK5 GRE 6. dNY AITERI.GTES SHGLL BE dPPRpv£D BY dWER NID/OR pWER'S REPRESEMATI�. FIEGWMII�AL GND ELEGTRICAL EQIIPHENT.�(�1PILE AND FpF3W�Tp iNE P1NER 4LL HAINTENANGE dND OPERqTIpN$DATG GND fEGCM'1ENDED 4ND PF£FE�ED IN 4L AREAS LLME�WaSTE STACKS ADJOIN FINISNED OR FUTURE FINI$HED SPaCES. WCd2ANtIES IN t4JE FOR1 OF G UELL OI�ANIZED CUAffR'S NOTEB0.7C 1 GENERdL GCNiRAGTOR$Nq��pEFfpp9 p���p.15Tp1�i�pJ N dCGd3DaNCE WTH dLL CPPLICdBLE GODES AT TME DC1E TME 1], PLIftBING RpJGu-IN DIMEN51pN$ArE f'ROyIDED kR F�FERENCE GNLY.,1��P ipigMG DIMEN51ON5 AF�TO BE COORDMAtED BY 9NEET BUILDfG PEld11T 15 15fAlED.Tlff CqpES LL1LL GOVEfdI IN il¢E�£M OF q CpFLICi BEiLLEEN 1HE pLANS(WD/OR SPECIFIGqTIpNS GND 16. LLL WMDpU DESIGNqTIP'J9 AFE FOR HAIPVIN WINDOWS WLE99 NOTED OTNERJA9E.LONiR4CTOR I'1qY PF�VIDE BID ALTEFT'ATE FOR THE GENERAL GGNTRACTOR WRN SPEC�IG FIMURE SELEGiIpNS dND FINdL G4BME1 pE51GN. CODES. OTNER WINDpU fiAWF,ACTUrERS.SJPPLIER TO&1B`IIT GRO55-rEFERENGED WINppU$�uE WLE TO GENERAL GCNTR4CTOR ANp OWNER FOR�VIEW dND aPPRpvp�PRIp2 tp p�p�IW,�WNDOW OI�OER GENER4L GQ:TRGCTOR i0 LONFI�I TEttPEfED GLG55 LCGOTIQVS, 73. MEGIbVICAL EAIIPt�NT�GONTRpL LOGdTICN9 TO BE VERIFIED WIiM OUNER PRIpR TO M6TqLLdTIM 5EE DRAWRY+S FOR 0. 4LL 6U?�ET DdTd,EpIL Ddid.%EGIdJICd1,ELECTRICAL,dND STqA;T�.RO�EN6NEERIN6 OF STSTEY19,61ZE5 AND LGYpl1T5 ECaF£55 dND VENT WIN�qJ F�CUI�EHENTS,LiTE PGTTERIS,WINpOW SIZES,WINDCW OPERGiIdJ,MI1LL SIZES,ExTEN51q.;J4MB5,ETG. PROPOSED LOCATIONS.�'1AKEUP AIR TO BE FROVIDED AS PER APPLIG4BLE CODES.SUPPLT GND fs£TUI�I REG�STER GOVERS TO BE A 1 fIN0.11DNG FLOOR 1 TR55,FRGH1y,M�p G�ER DESKaN/SualL BE BY TUE rESPEGTIVE$I1gGpNTRqCTpR dryD/OR SUPPLIER 6 TupSE W/OWIER WINppW A!'�E TO BE PFEFINISNED METAL CLAD WINDOIllS WITN DOUBLE PqNE'LOW�E'It15UlqT11Y GLl.(�5,4NY 6RID5$uPiN ON APPROYED BY qWER,A95UHE FLUSN WOOD vENTS TO MqT�u y.bpp FLCCR SPECIES�FMIBN FOR BIDDIW,a.�WERE iFGECTED BY 5Y5iER5 OR BY OtWER NEGE554RY GLNSULiANTS AND SN6Ll BE GOOrAINdTED BY T1JE GENERAL LGMRACiOR 11FqT14TIOJ SupIN IN LLOW.ELEvATIGNS TO BE SRLLATED OiNDED LITES WITN$PACER BGRS li.VO'TrF.UI:.O.SUGN q5]�Vt"I�iNTINS O!2 CUEIX RGILS), HEGUGNIGCL DUGTS 4ND EQIIPHENi,GEI�ItY NEIpuiS N�ID SOFFIT SIIES GND LOGdTIONS TO BE 4PPROVED BY d1NER PRIpR TO REGdrA f0 TNESE GONGEg15 IS LNLY DIGCaRdFHqtIC CND IS IMENDED TO PFOVIDE dN lpIGdTIGN pF TNE DE51(�.'INiENT ONLY.USE 6 PREFINI$NED CALOR PND HARDW4RE FINI$u GS SELEC�ED BT qWER LL'INDPL KGR WINDOJG TO BE SIMI�qR IN 61ZE.SPECKIC4TION5, IN$TP.��qTIpN f,s NyGG DIlGTS AND EQIIPnENt. GLNbJLIANI DdTA BT SH4fd�qil DESIGN GQiPdNY DOES NOT IrFER OR E1bOR5E T�F AGCUiqCY OF T1ff DOTA.EAGN CONSULipNT 4ND pREFIN15iJED CALOR AND HARDWdf�FIN15u A5 SELEGTED BY pWER WINDOW I-FGR WINDCLL5 TO BE SIMILdR IN SIZE,SPEC�fICCTIGNS, GONTR?LTOR 9HqL�BE RE$PprySlg�E FOR GpRF£CTlE55 dND qGGI1RA[Y Gi DAT4 SUPp IED BT TNp fiE$PELTI�E CCNq,1LTdNi 4Np/OR AND CFt055�F�FERENCED TO TWOSE INDICATED pJ TNE PLAN. IN HdN F T R uA It I i 7�. DOOR AND N4RDWdRE$GNEDULE 15 BY GENERAL GGNTRdCTOR,5t18f117'J10P DRCWINGS FOR qWER 4ND ������ WINDOIII�AND DOORS i0 BOTH LG A O OL R FOR I PRIpR T F P,.I ATILn WINDQL'SJPPLIER TO VERIFT AND SUPPLT ARLNITEGT FOR iffVIEW NJD APPR�VAL PRIOR TO FAgi(ICdTION. STR1CTIlR4L I'ULLS AT HULLED WINDCW q55EHB.lE`.IINCLIIDIW,,.GLqZED D�R SYSTEI'15 SUPP�IED BT WINDOW SUPP�IER)AND INCLIIDE IN 4 ALL TF1155�STRIGTUR4L SIKJP DRAIIPNGS SHdLL BE S(1BYrtTED TO iHE GRGHIiECI 1 STRCTUR4L ENGINEER TWp IlEEKS PRIOR TO PRIGING qT iIf1E OF BIDDIW.a.WINDOW SUPPLIER TO GOORDINATE WINDCW/DOOR DEFLECiION RE(iJIR2EHENTS AND ST�TURP.L f'1JLL 7S. FINb1 APPLIANCE SGNEDULE 15 BY GENERPL GONTRACTOR<VERIFYJ:$�lEttli i0 P1NER FOR RENEW AND FABRIGA7IGH OR DELI�ERY FOR APP�VqI BY ArGHITECi�STRICTURAL E1Y NffER F�p{II�nENTS FpR FINAL pL�R ANp WINDCW SELECiIdJS WITN SiRIGTl1R4L ENGWEER APPROVAL PRIOR TO ORDER �. O . �� � .. , _�,.,. . .�� 2013-01052 / 2690 Caroline Ave KEMPER & ASSOCIATES INC. PROPOSED SITE & GRADING PLAN OF i PROFESSfOTAL LAYD SCRVEYORS T H E L I B E RMA N RES I D EN C E � � i ri a�r�vwe.r=_ HEw BR�(�1TCA. I`:\{SCT�55"i . i v.w ca_as r,aE* fi�i 5 , , i - — w.�cs.,-ra z u'�Evr � f �65 E 'S : _- .A. erRvq:r ,.ne - ' ' '�� n�� 2690 CAROLINE AVENUE � � ' , ' � � - :. �� 'T'1,� �- � .�:a,.os �.. K.�ti.r wm,. :� i������ .._ .o �, `E `����� � - CITY OF OR0�0, HENNEPII� COI;I�TY, �iINNESOTA �,��,�,��,;�,��� �n��w. , ••-� -�r �jt °" ��°L�:a�„ �. � (sc icc.0 n[scwrnon mov> "�T"1:r t�� � .�2� s.\ y- _ mnn..nn. _,.r-� � � - � � � � ��� � .. �� , �`'r ����.^�^k� 9 \\ \ � �� � �. ���,. � � � � � F � `�3 ���.�� �. '. \ \�� LEGAL DESCRIPTION ' ...+y.. �1�-�� ' . � \ -ER��.FI�ATE :F 7ITLE np. '..+?t42 I �! �!J NOIE'PRpPOSED HWSE pMENSIONS � � 4 ( ' , . \ �o.: �v,e Mosc c>es c�tc<a s md�� � �� �" � f'h..''��.. , 9i0M'.�RRE i0 THE E%IER:OR FACE � mE o�-�e wca�ed dle��INr�NaMeos�df �o o�TME_�,�,�FW�oar�,w.,�s � ��� LAKE MINNETOn KA SIWITMY SE�MER EASE�ENT „��•,,.�„�;��,,,.�,,,,,�,,�;,< r .r.r f• 'L - i1E 4P11�R0�9 WN1 STUDS 9?9` � � �p�JMENi\C 851.'B ba�n PmdIN ��md diz'ant 6�!eet - .4�� ;} � � � OVERr.AG THE GOJM1�ATON 8Y TWJ �q�` $wthienely W M h.eateriy I»e ol m,cHes ezecPt nt�owER icva / \ � � CARMAN BAY -.�uei,seae„:-s�r sP.��G=o.�:, � ' � \ � +.�(�}w.a.�pv�.or sad Lo�23 d h rtcrded. . 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RECEIVED ; I ����� CHE(}�5 IN SM'AlES PLOM1G�RC�E�'Y us�Y� �1> . ���r� L .- � . � LINES A$M1ECESS�RY UN¶L GERM.1\ENT - ,y\�/ f ,�-��-/ �a v[cetnnon is esTneusr�m �� . . r ox:;°'+a" . . ; *. 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I i,' ���� 8'3 " � II'�1" i' \ Q , , �� � . Nd D TOP OF LLNG.1 TOP OF FLQ7R 'J'� .v . .. 'i C I ' 'I C' • NOT Wd'iBERED.....CERTIFIED� ET Lf EXISTRG i ;n • • _ $ 9'. y PR I'-a'w .d' . ' \ TRJ99E5 DQW I�In M TH19lONED Af�A. � < _ �''�/ \�\ ' - _ _ _ _ _ _ _ 'I'� � S, � app�RpT� � A3 .......... ........`.FIAMLEVELFLOORPLPN .i � .. f,m _ . P � B�� .t� • � s o� _ _ _ _ _ _ _ _ i �\ TTP.FALE GF . . ..... .... .. _ ...,�.... . - PLOCR � �'O - wu u I � .. .. . .. ... ... ... 0 .4���� ��� � . . /4' , Cm _ ' .� w � R�bF RGN ' /'/ BILLL . I.IO . -' ���spw±eioee _ § . ...... ... .. . ...... EXTELEVaTILNS ___-- �/ ��ASGED) II PTRMb GH� ) a�� < "�- - � �,,��uK,� ,r.> i A sm I � 4 � � v _ T1'P.LME OF SiuDS FL�R c� - 9 . 6 I _m pb .EXT ELE ATIONS � m - p'- �i _ � __ '-- - -------------- ' 1 PR I'.'w .m• �6'OLTMPIG Q1EE t � _ � 'Al........... .................ExT ELEVATIONS � -4 � F �cxsr�cn �61!!" �� KEY:iOP OF CONG ELEVATIONS � � rT.r.m• GLOSET ,�g�o,� - r . I.���� '� ^ m ae...........................euaon.Gsecna+s ;.et'. ELEV.S19DI' �19-9!/�' / I I. �'.3!/�� 4,V/' LOOR:GPT A9........................T7PICAL WALL 6ELTION �'�l'r.g'-3'BIL�LIAf'�Db 70"FLOOR T dN. SICt: 70'FLLL'X2 Rlf{SPAH 51C31�, n d10................MTERIOR LABMET ELEVATIWS Atl.................MTERIOR CABMET ELEVA710N5 , w 10 L/ HAX F GT '---- • . TO L/�B0 DEFLEGtIGN EIEV.9�969' 949-BV�'OI iABLE9110YYy0UTER �„ I N��� �- � __' ___' '_' '� 3.� '� I � OJ LRff MDICMED 4'•b' -' 6• e. - ]a o" �' - - I "a EI . .... . ...LOLLER LEVEI ELECTRIGAI �� 6 8'"' d:-6 3l4' � rHu• E7 ......... .... ....MAIN LEVEL ELEGTRICAL RAYRG.4/1EA FOR �r,+� , ELEV.94%l' 919'-8' GUE STI NpTE: �� '� - � fTH I NT I HE AY PE ITS � ' � '^ I I - F ' ` :�� u � 51 .. .... .. ..F�TM(1 FqNpA71p!F�pN � �ELEv.9d9ID' $/9'-0'O1 DIt15 P TABLE GF �O . , . b � _ � •m .s e�w.� 5'c.,� F� ' .� b7 ..... ... .. HAM LEVEL FRAMItt�G PLaH r w . � "` TNiS SIZB IS ALLLl4T5 �a � � rl� - i, �I . 53..... . . . ......1@�OF PRAMNG PLON �ELEv.3185' 918'-b" 5'-0'.9F0'.THIS TABLE .r� I . .I 0" "'"' � /,'� � I �`.Y �o9Eo8toRaG¢ 5'-,'g 3 .. .. .......... bIZE 4'-6'PL4TRYa �r I�B 7�B, 3 B I ' '�B I/W' ` . 10 EA BIDE R EL. '�<� qll 1 r A b �-" ���bTRIJCTURAL DET41L6 Y �ELEV.9dBJ5' 940'�13/d' q1tER�DG�YaERD� • ^ g. �' v � 9' TO L/4B0'14X. F cn�oEr+S�N , REG./MEDIA �' X 55..... ......STRIGTI1RqL DETnI�S�NOTES E .. : •.-. Dd6FE lME�BOTNJ mQ --4""'" V r__ _ ',I, FLOOR:CPT. I � � _�_____� �� I ccir�xa..c ELEV.9415' Ml'-b• I F 7 NSTE Z � I �I�� '-"' ---- �°'�'��LO�� - 7 �r �� �s I F. A 5 I<GABLE � 7'- = I � ? �I I �ELEv. 916D3' 946'.10"Q3 �OvERiF3�NT � - �- . - - - ,,`_- ` ,, PROJEGT TEAwf � _ _ � � \ ENTRt,NGE • � '_' "_' _ wx,�,,,,r,Fr�„ BILLI�.IRD �i i I � � . ' arzcNiTeCr I. THIS 4LLOW5 FOR TNE I-I!7'TpP pF Tk7155 F---'- - g-- 'i � I 3•.0• \� �. 'E Q FLOOR GARPET �� I r• � ♦ �^ DEPFESSIQ�M AREaS LF 6TONE iLL77R FM15u AT �K DAvHED M , FOR FEFE�eE�GE �a � � I I� ��I I � � HAM LEVEL ABOVE.(7)SILL R'S lEd11RED. I � I X� p�� � ,- �� � 9HARRATT DE 91GN 1 CO.LLC. I 0'FLOOR T $PAN DESK+N \/�:,^,,�� ^ `CONTAG7:MIKE 8N4RRAiTGO � o7. ruis.u�arscoRare�ev.cu,u�eFr�n 2 � $g w Iwl I I "F�.T s5P ; i ��I - I �'�` �A ' "��� ' " ^ � � ` STRUGTURALENGINEER L480 A L � I �(�,�o, � ELEv.9SOID'dT FRpNT ENTFiY TO TOP Gi Pt�d.0 FLR - �e ;I - I T I ` �J;� -� AM.STRUCTIIR4L ENGMEERING � FMISW l94497'1.7'FOR P7fsGN FLG1�R FMISLI � '�'B �p I��v.93973 I� I I �1 �;�� ' �✓!-�y ,�`."' GONTGCT:DANIEL KO�NINqI�I � MdTERI,q�AT A V4'AF FLOOR SLOPE.d 4•CpNL. 6 F T r I; ;I I I v y „-�L^\v 117 EAST HqPLE STREET _ ._ n �� 5Ll.B��-5'CONG.�5'N!•IINCHES TO BE4R'G LEWE. �b m w I wl I I � ENT Y J I awe�nexro+.n • ( ' � � , I . 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O � 1 • 39�4V � P' 0'�B l/d" Li.DOfCER l'- l/16' 7'-0' 7'-0' b'-101/�' '-011 '.09/ '7�B V�' 1 �� 37'u LLRqp p�iSIDE LORJER l'-1'LLRA GAS'G• FUST E WRAST . �-��pgY , T89. R LOGAT �lyDi 5. '44 Q�jZA4 W WTN E41dL LdSMu�Eq. CORlE2 RETURI TO ��_4. � �OOR�LOMG. � IR � w� Z'-11��`"9¶ AODITILNAL PLqN1�TE5� 95.0.'x 1'1.�0" v. 0 7•.I1 V1' i n c.<.. �n �f„ �i�.i i��c i i��. � i �ELEv.949.16'( ; � '" N01 %T F Oi MAM 4i N7i R FA LF dJ FDTN 1 _ . , ���.A,A x P,F roFOTMW AT �FR A, L I B E R M A N � LLl4LKd1T LONDITIONS�qT ryqM LEVEL FRLNI PORGH STOOP AREAS U]!b � �,.9' � i E q� {�ILhYa PLATE HTS:./-p'-b'R.HT.�FqHILY A�1,FOYER.�Qf.9'-6'• '� 1 5t�� N�'4y PLAN LLOW GALLOU SL�ELEv F�RM15p�yp�[>�5.NiS.UND.$EE �°o ql � � H O M E _ - �, b•.19� . + pFFILE WJub�NDLL9.iRAMES�baSH,GLASED IN TNE FOLLOUNNG nAR/M `T,/ I ' �p,m• SIZEB:NORTW50UTH WALLS GI1DH7010 W/CUDNT 7070 TRAN$pM9 AppYE, 'Y LLV DBL STUD POGKETS B/I ALL PAMIED MCIWMG TWE C45RYa iRRt. �^/O �6 9� C A F�L 1 :�F A\�I '� ��F. ECST WALL GUStOM LLOWS SIZED LLOWS.IW TRdN50h51tGiCu M5.A6 /� ()R O\'n, M I 1�!��}S(l'1�A 5 S 7 9l 11 0, ��D ABOVE,FULL LITE FR DRS.STaMED AS T1PiCAL.SEE Mi.ELEV. D�A5 dDD 4LTER�IdTE..W4M5G01:qLL WCMSGOT bHdlll 6��• � FRLf.'T STL�OP PLANTER: SOLDERED 16 OZ.COPI'ER PL4NfER MSERT(•/- ID'Mi.DEPTN i0 iOP LF F�ANGE)W/DRAMS(3)TO E%T.F���$UPpqi} $4A�ET � LEIGTH IW CFU BACXUP.MoSGN TO RN DRY STACKED CAP LEVEL A5 P0551BLE AT GpPf'ER FLA�GE.FLNGE:75'WIpE x I'HKaH MI1EiED A 3 80%ED FLGK'aE 6T p[RRIETER,SOLDERED COAJERS.TdPER TOP I 1"IA IN L E VF L FL OOR PL AN s�wu.�r To raN wareR a�. F�w�e r+o7 rorz e��..FMn� PLAN NORiN rFmrr wTu ou+�R pziaz to raerzicaTia�. A3 SGALE: I/4��:�-�° gID A9 ADD aT�-L,NLSIDE STAIRS NANDRAILS f4 SECTIGNS>.HNIIJRAI _ - SNOIW TO BE 7'MAX r(p�T51DEJ G4LVANIZED 5TL FRIMEiPaMT, 0 I� LOOP/RETIIRJ EFIDS TO vERTICAlS.PROVIDE REGEPTOR SLEEVE M TREdD.PRpNpE VERt,MTEFd'IEDIGTE SUPPORT A5 REQD.FOR NAt�RAIL 6UA'OF2i.TOP pF HMlpRAIL 34�38"4BOVE TREAp Np$E. I'tAMTAM SdME D�M.qT AL�.STAIRS A$$FIWN ON GRADE.NO BALUSTERS '� 13EOD. ..i�i. . ., ..�� . . �< 2013-01052 / 2690 Caroline Ave sharra CleS I - ���,, ,,� ��. — � � ,� .��,�,��� �.,��., �.,�����, ��,a_,,.»��, �, �.,,��,��, �:�� v.�,,,,Ka�,; PD Eirelsior.�1\Sci�7 inlo�a sharratt0esi�;n.cum Ir________________________ r ___________ - � �5:� : � � SNEET INDEX i ���J PITCN DREPK-ALKt15 IW FALE Lf SNDS BELQU TTP. B � AI.....GE�RAL NOTES.ARLHITECTURAL SItE PLGN r����������' O� � � ($�} NOT Nf�BERED...CERTFIED 9UR.�ET Li PfmPOSED - ' � PITCW DFEAK �"� �� �I�,• NOT Nd'�ERED.....CERTIFIED SUR�ET OF EXISTRG . D5. � � ya I 7i� ' A7 ........LOLLER LEVEL iLP7R PLdN � -----' i y� �•������������ � k'�o LME OF IEiE/ENCE 75 I I N......................IMM LEVEL FLOOR PLAN � -_ �-- --__ __ ___ _ _____ � �v`�' _____fOR I�IdN MIP R�LF 71 8� � r,�..................................ca�aara � 3 n �1:Q F�OF �� I �� -3/8: A5.............................ExT ELEvaTIONS -_--_-_____ � ------' --- -- ------- � � � LOPE� A6.............................EXTELEvaTIONS � I � I � I � Al.. E%1 ELEVATIONS 4I ' � 1,17 RO F SL N/.e RI I I d8...........................&IILDRG BECTIGlb � � I � I A9........................TTPICAL WALL 6ECTIGN � 5:� - � - � //// I �i3 I K I dlp................NTERIOR GABINET ELEVGTIONS 1 SL�OPE - �4C( �/ � �IZ � � � AIi.................MTERIORCABMETELEvATIONS - - Fr ,y� �,� L � Y51= '�' � o � EI.....................LOu.ERIEVELELECTR1CAl _ ����� ��Fr � �I� � L"' 1 E7......................t14iN LEVEL ELECTRICAL - � � s�'!� � J� I d si...................wornG�Fw+�aTia+PLaw C � �, c - � -;r� � i� I � L` i '� 61....................MdM LEVEL FR4�"IIRG PLAN ;p � y � d JI N/p Q � x LNR'I�Er I I 83..........................R.'YJF iR4MNG PLAN _ / Y ��`r '-- � � OCZTIGN.5EE FLE. � I ��� 5�.........................STRICTURGL DETdILS � I ""'___' �:G F3�LF SLOPE LR T lS�FOR GAL�i.-0Iff. . � � �roo'_`-""'_'� N � 55.................5TPoIGNRAL DETdILS 1 NOTES n" I�r___==__'� � , 1 C �C, I ;I I I I -- �;���' 3 � ��' I ,�� �y� I L��� I A6 � � ���i' I '� r� r -___ I � i if�i,; i i � i � PROJEGT TEAP1 I �I�; I '�,I TREETSIDE GABLE t OF MdM NIP Rip(E � I � � I I�; I ';I I ����.���• '� - � I � - -ARGHITECT !+5 � I�I�� '�I Np15E LAKESIDE—1— - � (�MIACI.�IIKE 9NGRRA77CA I � SNARRATT DE51GN�CO.LLC. � CRtt 11L1A5 I � P; I I�I Ric� ver+T kQ RL�7F SLOPE s b:Q s�c� i STRUGTURAL ENGINEER � ���' � ''� I I I AM.STRJCTI1RdL ENGMEERING � �I I�'� � ��I � ^ GUITERS CONTACT:DANIEL KOFL^NIN9KI � I �'I I I � 1 It7 E?ST nAPLE STREET I � _ � ' �IIII` I4 ''I � _ _ � _ _ � _ _ ---� _-I- �� D9. R ONEF�(155476 a4930 ��������� .o e � I�I�_ 0 1 �u charra A9 ��/VI � ' compa n�� �� - G4BLE5 TO BE SIDED �� tl DR7 5�ALK TNM SEt R BD.dJ BD.L W'1' .' �p � bTOP$ GHIFNETS, � p WI �S/�x IO PMAL VERIFT LLV 11 �Il 80 W/15�7'GdP 9NPJNR CCN�ET POi. ��' _ B/fN. TH � \\ Q,. 41ia tii�i�iinJ 1iri�i�1 I'liiiiii-�. :_.�"'fl.�l':II SUf�4GE LL.TO BE �ppE: 5111 TO JALK AldJOLD \ `�'' Suil��I1111 I�aa:Y5:.1711.%i0i B19HOP II.LOPPER l.�celsior.17\.... / �' TTP.PRIMED 4L IDES 1 �' l:Q � �q� Gsii7 in1o�'a sharratidetii4n.rom ' y '. PAMTED. � � � �F FllSN OVER 10P, � � / , RGGf�� / � \ � O. SLOPE 70 DW.M. • ���, D OPEN N,i%)NT � 9lOr'E ��5(�, �, � �___° 5HE E T INDE X ' u .uVREt17v G��`fASNUV � � tl:tl ����\ SGRID TO FTGu r.q�KaN � ,�9 � ��� AI.....GENERAL NOTES.ARGNITELTURAL SRE Ra1 •ITH TNE FIxF' G�/AillJ)g7$(3/ L . L � Q �� NOT Wll"IBERED...CERTFtED SURvET OF PFd'lPOfiED TOP OF Ml.PL.: 96150_ M���N� \�\� NOT N1F�ERED... .CERTIFIED SU2vET OF EXISTRG � , . � � . - �7;_b�.� -_-� _ "Q - - � � - _ _ _ � . — — c � — � • , r \ �� \� OPTbNAL RdFTER� i1....................LCLER LEVEL FLODR PLdN `` RLaF SLOPE:1:17 � � ROOF SLOPE:10:11 � 17 ❑ QD \ �� ��iAILS�74^O.C.• A3......................RAM LEVEL FLOOR PLAN - - - / '�./ ��� / TOP OF I'LL.PL:99950_ �_ �p ' . /I, �� ./ � - � . �F : : ROOF SLOPE�5:R �� �� : M.......... � M IT AK \ 5 5 S ROGf SLOPE:5:Q �59,b„� r N ........................R�OF PLAN -� )XI05HII'll'�D3/4• "__'__""' , AS.............................EXTELEVAT10N5 ,��"LL.ILOW/DR BSL 7Xg �-r A6.............................ExT ELEVATIQ�S � ND NT,�'-7 I/J" - — — - � � � ' _jf� � ( I _ _ _ Al.............................ExT ELEVATION9 jy OP110NAL RAFTER � I ..... TdILS�]4'OL.• �-�'j,� 1 D FI D I FI D �D5. �................... ...DUILDlG 9ECTIpB � ALL PERR�ETER � �� �I '�f _ ' A9........................TTPICAL WALL SECTIGN , � � � ' lDQlNSPQlT1 P � ' � v � II I `. � II . � .. , AIm................NTERIORGABMETELEVATION$ � . STaNDARD TRIM �' ....MTERIOR GdBRlET ELEvATIGlb � i ,� ,� AII............. DETdIL D -- EI.....................LOLLER LEVEL ELECTRIGt� . I v v e o ., , (DQIl15P�.'lJT ' - ' .� n " _ " I E7......................MnM LEVEL ELECTRILAL ' TpP OF M1.6UBPL.: � -, l ' I:. i, 91...................FOOTMG�FpMJATION PLAN M1 ELEv.950ID0'(950.--m") �— - ' _. ' ' _ ' b)....................M4M LEv£L FRdMIRG PLAN � ���rr�rir.A�: � � _ - _ _ - _ _ . _ �� - T ELEv.94'1.90'(94�'-10 3i4• � - _� - —� -b - _ _ _ _ 83...........................R'JOF FFW1lG PIAN � K �eID �DOW�O�T� b�....... ..STRJCTURGL DET41L5 W �7 ILLOIU�DR gQ.ND.HT.: " I ��� A9 �_ - SS.................SiRUGTIIRAL DETAILS�NOTES ���S� - — — - I I- I - - 4'-0 l/B' �REY LAID LL�OIC R4ND0�'1 STONE I I I �� � _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��� I d`�0'.{INYLBASE�CaP(6T30NE.THIdG�E55. c�$�� pqMTEp WW�� I I I I RISER,S�Ylq¢TA DEON CHU B4GCER M I I I rI / / / / PROJEGT TEAM j� �TN�� I I I EP"+s�o E cn�°°�TEwBcaviRr�E� I I I I I � �I � ARCHITEGT - (545J AT dLL. �� I I I I II€EPS OR NUAND 9GRaTGH.OAE LLV LLEEPS• I I I�/ I �/ I �'� GON7�4G7?MIKE I SNARRATiGO TOP pF$�4g ELEV.93973' LCNT�tOR5 OPTIpN. �;e;,,,,,, ' _ _ � _ _ _ � _ _ _�L STRUG7URAL ENGINEER �pp pp pty� - � _�—� _ _ _�� � A1t.5Tq1CTUR4L ENGMEERING T — — — — — — — — — — — — — — — — — — — — — — GONTAGi:DANIEL KOPGNIN9KI � 117 EAST MAPLE STREET L I F2IVER FqLLS,WI 54017 �f PNONE:l�151 416-4930 GENER4L GONTRACTOR KTLE NWT�PARTNER6,INC. 1 FRONT ELEVA710N (SOUTN) CONTGCT:KYLE W'1T I837<HIPAIETpNKq 6q1�EVARD A 5 SGALE: I/4"-��-0" DEEPHAVEN,niNNE60TA S5391 �� 2 4 8 P.IONE:9S74165999 p � Q„ 1SSUED FOR A9 4 r l - , GABLES TO DE 91DED � STROl�ff�GUII�NEY6 t >v s!-'� C f- p BD.GN BD.LOCK .' 0 F- : � p W f 5/�z 10 � FM,nL�ERIiT W/ i`�'''j.,�i' F W v. Z^� F�,^NT N LLG. I�� � OIWER COFBEL9 d9 -L<C I-�h-�O s V T D45HED f1 00 5 W/T�5-1'GGP ' � f%1LVM GHRNET POT. V`L�-Z+����/',Z� 5UF64CE L.TO BE SLOPE: bM.TO JALK AFMOLD �'='-'''-�V K G,i�? � BISHOfi II.Cq'/'ER "�=-s�'�-��%`� CL �IdLL LMES iOYER� � TTP.PRIf1ED AL IDE$i �:a FLd9H WER tOP, ISSUE DATE V V 2�:-C c-re s�U 6T141R5 BE Df5HED PAMTED. . � SLOPE TO DRARl 00.08�0�3 � !3) D OPENI JN F�1T ��- OE.19.7013 \ L.LLV RE E SASH W/ '� Q:❑ m8777m13 X GRID T ATGN�:441�N L / `'��' ' 0E73�013 \ WiH TIlE FI D GUdLN 1070Y3) �`�' 28703013 Y A TO?OF FI.L.PL.: %1S0' _ r M WdLL BEN �_ _ _ _ _ _ _ - - 08797013 � � a�ZS pD pD QD IB70F 9LOPE:l:p � y` �INE GF PITLH BfEAK � / / / 09.061013 X 3'-�' 09.�11013 � �TOP OF H1.PL:999.50_ 5 5 5 ./ I� I/ � '-0 3l�' 9'-6") r� - - ¢- - _ - '.93/4 _ _ -� 7X10 9NImED 3/�' �H1.UAW/DR f4D. _ _ _ _ 7� _ � _ _ _ _ _ _ � FID NT:l'-7 I!1" OPfIONAL RCFTER � � - TAILb�1�'OL.• D� '•��re• M1'� ALL PERIYETER I � � � _ I 1 � ( STANpARD TRIM ��I 4 ;��; I 3/'1 V' I 3/�' DETAIL D _F n i�_i n �i i� i� ..�n.� �i. � , i . ���T _ ---- � ,V�". LIBERMAN • 10P OF M1.WBFL: � � ELEv.950ID0'l9S0'-0"7 a— _ _ ' - ' - _ - ' pp�M EMiRr GA6LE GOLU'N DE7dIL: - - - - - y��IIc r�r..n�: � - - �'� - 'r ELEY.94�.90'(94�'-10 3/4' � - - - - . - _ _ .- dLL TO BE P,GMTED _ _ _ _ _ 40ID ����� H O M E ' �LL.UAW/DR RO.ND_Hi._ • BdSE:BLOPE EDGES TO DRAM ' L� V' l'-7 Vl" „— - - - �"7�� �. - - - _ _ BRdCKETS py_`DIFIENSIONED _ _ _ _ _ . y W: I LAID LOCK RN�Dd'I STGNE CAPIT.4�WZqP 7..8 BETLLEEN BRqCKEiS J � I I (PEN�,ST�VANIA FIELD STONE,VEPoFT) I I :6 9 O C/1 R O L I N E A V E N U F ��c'L.p dOLUhN BGBE�CAP lJ-33'TNICKNE55. O R(�:V O, M I!�h'F 5 O'I,� S 5;9 7 �Q a'� I I I I I�BACX FIOR�DEQ1 Q BdCKER N I I j Q I I I EPiHS U�DEPiH bTOrEEW/BCANR IWERE I I $� I � � I 11�TP5 OR uu,UlD xRdTCN LOAE LLV IIEEPS• I I 11E euEET TOP OF SLdH:ELEv.93913' �T�T��S��� ��=�F;.� - --� - _ �- - -_-�--!��=_=_ sharra des I � c u m p a n� � a1�J ti��i'i�ii�,\treri I'huii��:9:'.Jil).Y7511 tiuit��Iflll 1a.:Y52.�70.Ri07 ff P I�:�crhior.�71 S<lll inlo�a sh:irrandesiM1acom -` �m� Qm SNED DORIER ROCf p���\ �� SHEET INDEX _ IT��C�'J�gg 1�SLOPE _ _ _ '' I'-6' � \�tl�",q,,� AI.....GENERAL NOTES.ARGNITECTIIR,4L SIIE PLAN SHED DOfdffR ROCF W/ A9 �`� NOT N1'�BE�D...CERfFIED SUR.�ET GF Pfd7PO5ED A9 LOIf�E�D ROOF VENTS BELQU � � J // \���G NOT MF'�ERED.....CERTIFIED SJRVET OF Ex15TMG ' TOP OF ML.PL: %1D0" ` 5 ��� .e7....................LP1ER LEVEL FLOOR PLAN - �1•-6•) - — — "" - - - - - — - - - - { � - - - \ - - a3 IMM LEVEL FLOOR PLAN � R.^OF BLOPE:tl:17 � C � F � � 7.-0• ...................... - l�..................................F�V'F RAN TOP OF H.L.PL.:95950_ D5. g AS.............................EXT ELEV,CTION6 �195g�-6•) — 9tppr-7I� - - - � - - - - 5 46.............................EXT ELEVATIONS - Gl.............................EXT ELEVATIONS �Ml.WDW/DR B.P. ' AB...........................d1ILDRG 9ECTICNS ND NT:�'-7 I/t" - — — - �0 R1.. 0 G9........................TTPILAL WALL SECTILN b �� �� �� �� ��� �%%'7IFIED� � \ 7 I D FI ��D FI D ���t) AIO................MERIpR C4BMET ELEVATIQS � .___ �� qil.................PITERIOR CABINET ELEVATIONS m � � I EI.....................LOLLER LEVEL ELECTRICAL 3�9 UB� ' o E1. MAM LEVEL ELECTRI�AL ..................... D5. � 51...................FppTRG 1 FpMJATION P�AN (��T � 67....................MdM LEVEL FR4MIhYa PLAN � TpP pF FIl.611BFL: � ELEv.970DD'(95O'-0') � " - - - 53..........................�t'7F FRAMlG PLAN � ' y�-�� oaax: �p�, � ._..._................. � STRKTURAL DETOILb �. T ELEv.941.90'l9dl'-10 31�d1� - - ' - - rr�ur �r _ M1 I - - - _ - - A9 - _ - _ - 55.................5 R11CT11RAL DETGILS i NOTES u w ��11 u1DW/DR B4.ND_Ht.— _ - _ - - r — — _ _ _ _ — _ _ — — — � - _ — — — — — — — — — — — — — n � - _ _ _ p _ _ _ _ _ — — _ — _ _ _ _ — _ _ _ _ _ ���Co I J i� - - � - - - - PROJEGTTEAM ���a� I � � � � � � �� _ J i arzcuiTecT 9HARRATT DE91GN�CO.LLC. o / �a I � / I I I I GONTqGT:MIKE SNARRATTGO �/ I I I STRUG?URAL ENGINEER �� I � �� I Atl.STRUCTUR4L ENGMEERING TOP OF SLAB:ELEv.93933' GdJiqGT:DFWIEL KOPGNIN9KI ����.'"'" — - ` - - - - - - - - � - - ' - - - � 117 EAST MAPLE STFtEEt T TOP OF FT'G _ _� _ _ � _ _ - _ - - _ - _ _ - - _ - _ - _ — � L � _ _ _ _ _ _ _ _ _ � J RIVER FqLLS,WI 54011 — — — — — — — PNONE:1115)476-4930 GENER4L GONTRACTOR � CsARACsE STRAIGNT ON VIEW-WEST ELEVATION 2 GARAGE STRAI�sNT ON VIEIU-SOUTN ELEVATION KYLE NWT�PARTNERS,iNC. A 6 SGALE: I/4��=r-m�� A 6 CONTGCT:KrLE WNT T ��i�H�j 6�ET 1837<MINNETpNICp 6pJLEVARlJ •`�+��Tb, DEEPUAVEN,HIMJESOTA 55391 �� 2 Qj �• FMAL�ERIFY LLV �� 2 4 8 PNpNE:9S74165999 OLLNER GORBELS d5 ALTEF3IATE: A9 5Rt0 CACK ARdOLD 1 S S U E U F � R SNED OVER KITCNEN BISNOP II,GOPPER BEYLND LLV p,YF 9LOPE:8:Q - fLASN OVER TOP, - CLEf85T - 6LOPE TO DR?M. 7 -v, dPPROX�9EliON - GLG.VNJLT � `v,Z A9 _'_�W /C SdDDL_E -- �• ��U�F W v Z O� .D � �y _ 1-/_GC1:yC F •v _ _ V L�.-z."�v �r.Z:r' _ _ u:__-V C,;.i�Z ROGf SLOPE:&tl 2�-~�w-�-�p G ISSI'�EDATE c�c���¢w o�r�c� Pi*cu ersEnic - - GRIG�Et - �'- - yl R�RS�&0 .t �� SNED6lOPE:6: •D �. 0B.0b10019 * l - 08777013 ,�' - � i �tOP pF r11.PL.: %7S0" . ++�.w • 9 ` APPlabk.HStR 08.7370I3 7•_6•• - — _ _ _ - - _ - - � _ \ __ __ __ ______ ___ . � DFd'I.CLG.VAULT - - — r n 08.707013 X �FIkE . fIXE R Q �� � 0 087920i3 � 5� ED DOR'ffR Rfi�6�3�DQ a5 09.06]013 a �TOP pF M.L.PL.:959.50_ 9'-6') _ - - - - - - — 09.111013 � 0 . 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' ELEv.950ID0'l950'-0'J — - — ' .`--- — '-'= I - - - ti � - � ����R� � - - -- � LIBERMAN �w �V.94�.90'(^v4l'-10 3/d" M1 - - -I SEA'i0�PdTlO - TA ING LS - - - �� �— - - - .F IABS. _ _ ED ~ �L1.UAW/DR g4.WD_NT._ _ _ _ _ LaND ai'E -- _ ,����� HOME g�: � — - - - , - - - - �o�c� �� 88 � � 3w g e � ' ^_6 9 d C A R O L I :�E AA'E� L E ,�� a,� � ____' � ORONO, MI�AtiS0'IA 5539] pQ �I �� \� I{� - RETAMIW W4�L �TpP pF xAg:ELEV.99913' ' '- -'- : 45ltE0UIFED SNEE7 —e �OP OF PT'G � - � _ b - - � - - — - � I � A6 I A9 \ � \ _ � _ _ _ _ _ L _ — — — — — — — _ � LAKESIDE ELEvATION lNOR7N) � L � A 6 SCALE: I/4��=r-m^ m 1 2 4 8 .� � ,..� . .�. ... �� 2013-01052 / 2690 Caroline Ave sharra _ - ,g ,p. � C�eS I �-- � - - -------"". � ' -_, < <,� , .� - , ,� �,. � -, _ _ - - � , - �� �______� - - �� � � - - " �GJ Sei id tilree� I'lii 4".J711`/7ill ��j � � ti�d��inn r��:esz.a�o.s�m ..- ,. , � � � ' -' �'�. 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A3......................MAM LEVEL FLOOR PLAN _ _ '.�, y�95g�.-b��� _ — � '5:tt ` _ _ _ _ - - - _ ' ' Rl.IJF SLOPE��:�L - _ - —� - _ •_ - 01..................................RQ�F R4N � � � AS.............................Ex7 ELEVATIONS ML.WDW/DR R.O. — ' � !D T) t. �, ... � Ab.............................EXT ELEVGTIGNS � �NT:l'.7 IR" - _ — _ - _ _ - " _ - - - �5 i �, I I I (Dbu.xSxan Al.............................ExT ELEVGTIONS �: ,� „ � C � � . , � � y A9 �� � �� ���� ���� ��� I d9.......�................T1'PIC4L W4L SECCTIQI a� 6 ; ', ' ` � � I FIX�D FIX-D � i � AIm................MiER10RLABMETELEVGTIpJS � ; � qil...... ...MTER1pR GABMET ELEVATIGN$ � � ...�,HJ'I ..I I ' I I EI.....................LOLLER LEVEL ELELTRIGAL � . I I TOP OF r11.6UBFL.: _ _� . E7......................MOM LEVEL ELECTRIGaL a � I I ti ELEV.950ID0'/950r0.�� �— - - _ �__ 51...................FOOTPIG 1 PpDIDATION PLAN - .1.I I 5)....................r1AM IEVEL FRMIRIG PLAN 53..........................ROOF FRAMNG PLAN � ' Qv rr��.�e�RG:�� I _�„l�D� - - - - - _ _ _ _ _ _ 5�.........................STIa1CTUR4L DEiA�LS �w �v.941.90'(94'1'-10 3/4' n x ��• � �1.LLOW/DR gQ.ND_NT_ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ 55.................57RJCTURdL DETGILS 1 NOTES Ow� � y I I r — — — — — _ — — — � ���e� I � � I I � � _ J / �� - - a� °�� I -- ___ I _ __ I I I I J /� PROJEGT TEAM a 69 - ---- I ________ _ I I I I — J / / ARCHITECT �� I 9NARW+TT DE91GN�CO.LLC. TpP pF SLAB�ELEv.93913' _ �_ _ DlS�ED lR1E MDILaTES POSITION OF EXTERIOR � GONT4CT:MIKE SNARRATTCA �e._:�;,�: — - - - I I I � � . , — — — __ �r��mr��Rg� _ � _ _ _ _ — t � _ , _ _ _ _ _ _ = STRUCTURAL ENGINEER TOP OF FT'G I — r - - -=��=�IL— / Af1.5TFd1CtUR4L ENGMEERIW.a — � CONTACT:DANIEL KOPGHIN$KI I_ � - - - - - - - - - - - - - - - - - - - - �_ � / � 117EASTHAPLESTREET �__�_ — � � — — — — — — — — — — — — — — — — — � RIVER FALLS,WI 5�017 _ J PHONE:(llSJ 476-<930 m'-O l/8' GENERQL GONTRACTOR � SIDE ELEvATION IWEST) � KcoNTAc��,�TK.Pe w�+:�''�"` A 1 SGALE: I/4"cI�-0° L DEE�vEN,n�nE50T4Ev53�91 �� 2 4 8 GdBLE PoPGE OVER FRpNT ETITRANCE p.Ip�E:957 4165999 RL1�F SLOPE�0: �B R'r�c�' Er�"° � ISSUED FOR 8e � n3e �s n �'�'�,'d�a i - - _ :�=�' �C . , -. ``. � � � , � , -.- _ 4po� .oyF� � - - � �'LL!� p� ', � ' a �pj ,-" ^ '�`�Y'_, R �. """___ ___ ____ _ ' ~�,. �U = E�'fl "_ _� I r� Z^V 6ABL R WE OVER LMC B/fWJ NOUSE�GARdGE �� �v �D ALT. ED DOR'IE GENTER BOk B4T '� �' � �n�l _ _ `-� i J/ 1�-L<�F-f-G_F, - .� BELCW. bLOPE 7. :�7.GqPPE STNJDRG v LEr pErdd9AT �`�q; �;!_-2',Z'���.Z v, ti F ROOF 9LOPE:Q:17 'i;� 9 E M/O R REiM'D)M i 4'R O O F O'D.LL d U 3 H IN RIDGE D2�1'" 'c__?'�N/A - - _ - . I '� i A9 �J.-u'J u-ci C C �TCW�� a��' �73 F ��A °��� a � ���s��iq _ � , 6 1SSt;f!DATF u u�.w¢c-m z_u �� I I �tl'h' � �'�-`4P��v - - _ :1� ; ��,_ mame�mi3 \ �,TOP OF M1.PL: %790'_ _ _ _ _ _ _ _ - RO�F"'��:5:17 �J'�P - v`Y�FY py - - - _ ' GitILKET BETON�'., 8 08.13.7013 \ $•'., P ��EG I PRLN BF�qI( 0B.777013 X �7�"6"� - �r"��"��i� -� ' - - �+` 0B737013 X `-. -i 4 _ _ _ � 9LOPE:IO:tl `G`" '�y"� �- � _ _ 1 0B.703013 ,�' :I R70F SLOPE:S:0 ' " _ 'I, 0B797013 a �,TOP OF M1.PL.:959.50_ g�'9' S''9'� ROGf SLOPE:5 Q 9 9'-b") � 09ID63013 X �,Ml.UAW/DR RO. ' _ _ D5. - _ _ DS. � 09.1��013 � � �ND NT.:�'-1 IR" � I, 1 �� � _ _ __ D5. I (DQW.SPOIIT> �P E�� � E�� �� F�E _ _ - _ 5 I _ A9 I ' _ - tOP OF Hl.SUBFL: I i,c.i�,. i. �i�� �� .,i n�c i i� . .. M1 ELEV.9S0ID0'l950.-0.•) �— - _ - - ' - _ - ' - �. . �� _ ��;� ��„�3,�� - - -- - -- - -- -- - - - - - - - _ = - - LIBERMAN � 4 Ll�LLDW/DR RO.HD_HT_ _ _ �—�—_—_ _ _ _ _ —__� _ _ _ ' _ � _ _ _ � _ � O � L BO%BdY AT KIT�NETI$RK, I ��: � - - - -� L I , - - - - - - - �p P C O � � � I BEGGME UAW'SILMT 6RIORCTO � -- -- • U w 4�� � � I I UpYI SISE 115ED.aDJWT NEpD �g u..�uD.*rzina5r�o•v. I 2 6 9 0 C A R O I.I ti E A\'F�L E. q� �� � � � � ORO�'O, MI�'NtiSO'I�A 55391 :� ; ' \ ___-____ ' Q� � L � I I I \ �TOP OF bLAB:ELEv.93973' � ���e e��e,.�., _ _ - _ _ - _ _ T TOP OF FT'G - � _ - _ _ _ - _ _ � � —� _ _ _ _ _ _� _ — — _ _ _ _ _ _ _�- SHEET � _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — � � A7 �� SIDE ELEvATION (EAST) L —� A � SGALE: I/4"=I'-0" ml 2 4 8 � ��,. ., . ... 2013-01052 / 2690 Caroline Ave � ash:�rra � l.les I � � � c o m p:�n v ��-- � ` / � 16J�econJ Strrri Phaur:9:±.i711.97c11 � tiuil��I110 1-:i�: 9�?..i'lI1.Ni11 i / • ! r r.��ei.�o�,ni�s��ii ;�r�„�i�:,�„���ir,����.�o�� . % � n n . ' V/ ENGINEERED WOOD ` P� �a SHEET INDEX RDOF'TRIT^ YF'} ) l l ql.....GENERAL NOTES,ARCHITECTURAL bITE RAIJ � �. / 1��`� ) ) ��/\\/�/�/\}/�`,/,/�r /�� �T_OP OF H1.PL.: %7S0' . ) i, �- Y(%7'•b•1 - - - -�� - -T - A - �T'GTNEEl2EU�DOD - - - - - - - i :. w NOT NJ'BE�D...GERTFIED SUR.�ET Gi Pfmp09ED ' �Y� p ^ ^ ^ . ROOF TRIl55E5 TYP ENGINEERED WOOD , �ERIFT POIVTE . N�TN1'1BERED CERTIFIEDbURVEYOFE%ISTMG ' � i � i�. ��� ) .�'�y� ) ,,.r �'� X,, '�' ' . '�'� l'''Yl Y b.N'P y � ,as..... . ......_..naM�eve�F�ooRR,w roP oF ni.P�:esasm � /�. �, ', ;� '� } i 7. �1 ) ) � y l na...._ _.....�ouer�eve�F�oax Ra.i ' �— - — — - 5� -Lt� ��i — — '�� `/�-` �\/�L��� ( �� i�-�'�'-��'�� ,� � � ;�� /�����i i � '\i\� �\� � t��.e-, ° 6— r55e•=a�i �,� _ _ n--' h-> )' �� '�--r, .� — � . � , , . , � i � , i - . , = �RON T/ �, ; , ; ox ooaxs. o�. - ,n,..................................aooF a,a, =• �,ITO^�,'/-� , , `, ' WALL DASFED p5. , ..EXT ELEVATICNS �.U.OW/DR RO. - � _ _ _ I - EI�L4L ......... . . � - _ _ _ _ - ' FOY1R �, /, � ;�� ' ,.. ` ' -T�1 ' __ " '� ° - M........... . .........EXT ELEVGTI(x6 HD NT:�'-)I/7" c YIqSTER BGTMRYI. �� � _�� ^� , i r- . .. �, . . � ,� - - , � ' _ t � Al..... .... . .ExT ELEVATIONS ;p n STER GLOSET ` , 'k F �d) S�'' t ��_ . .......... „ - !+ D DOOR TO � ; 'y ,; 'fL� . ... '-�- A8 gi/ILDRG9EGTIOK9 n I'1 TER6aTNRH. I ; d � � _ -_ ' __' - -_' ' __ .... .. .. . ... . ' ' �� CLOAK RM.. PA6�5� GE OOR T 1� " - -� ' " A9....... ..T1'PICAL WALL 6ELTION c I (� I �o � ; U � N O O K 9 TO IrIT EN ER � AIO. .. . . .... INiERIOR CABMET ELEVAT10N$ ADD ALT.UlCINS[.OT: - p� A ; a i B A B O V E. OP DE M , M '�AR���"'" � � I . V G��E,FMA� _ M � BENGH OPP. ; ', PO51 .e�����.. . .. .IN7ERIOR GABMET ELEVATIONS "� VERIFT.TIMEpIi � �^�� ' ` �UNDRp ` " "" '"'"_'_'" '" "'""_" EI ....... .. . ....LOWERLEVELELECTRICGL � , , � _""" " "__"�•.�. _'_""_""' tOP pF Ml.SUBFL. BOTTOH CF CGP n . ' ,,, ELEV.950ID0'(950��0"J — - - EteIL ' ` ' ' ' ' ' , �� � ; � �. �.. ; ; '� �� ; � � E7......................HdM LEVEL ELECTRILAL d' LLOW 5t .i ' y��'f7F rn�.ir_c aR'[: ��y ' '.. . .... . 51.. ... . . . FOOTMG 1 PqMJATION PLA4 . . ...... .. ... ... Q� - 'ELEV.941.90'f941'-10 3/4• dl'— - - _ _ - - - - - ��• _ _ _ _ �_ , ' .' ._. . _. 67.. ... ... .....I'1AM�EVEL FROMIIKS RAN �w A D W.W E L l A T � . • ....- .�� 93. . ..........F�pF FRAMN(p�,qN N= LL.UAW/DR RO.HD.NT,: �w+C O - I LIObE � :�1�i @ LOWER � - - - - - - �- _ � - 9�.........................STqlGTI1RAL DETAILS N�. " G R E-5 5W DW. �F '� �� ,�� STAIR ' � I S5.................5TPoICTURAL DETGILS 1 NpTES l'.1 I/1" - � BED • ��' — � �� ' -� �_ Y '� ���`��• FOTERQJ _ '�� _ — — _ _ — — — _ U 4�� * .D Q � ��- �� B D ST E aFEA w `9Y�y������������N��� �T�RTHis E _ � (jm � F TCf 6TORAGEdREA - Y�������^"�"� WOLL 'q �: I — � / Q ... � „ u�uu "______""� � U Y���:��� / _g � L BED a � u+oeRsra�ra � � � PROJEGT TEAM °�"'°`°'�E S R GE/MEGH'L. � Q o � ++ 6TORa�E�cu•�. - "-------- ':? I � � � ARCHITEGT � . _ m F ---' TOP pF 6LAB:ELEv.93973. � ':. '� ' �7 i-"' """'--- .� / $�.IARRATT DESIGN�GO.LLC. �se ::•<: _� - - - ;... ' -� � - - - - - - - — - - , . .. . . ... .:......... . .. .. . . . . .. . . .... GONTAC7�HIKE SNqRRqTTGO �O�'�FT� � STRUCTURAL ENGINEER _i - F RONT O T 51 D E F'EDIIGE nAM LEVEL f��117�E i � .4J�1.STq1CTURAL ENGMEERING — — p �py6E q� _ _ _ _ _ _ _ _ _ _DEPTN aBOVE LOLLER S1aIR L4�rtYa,� � Gq.�TqCT:DANIEL KOPGNIN9KI F O R E G R O U N D �ISE CEILMC FOR b'•8'Hh1 OR(�pELTER 117 EAST MAPLE STREET — — — — — — — — — — — — — �+0 64KL1'LGI.EAR-�7lY�CD!l6�1NG.6EE RIVER F4LL5.WI SdD�7 5Tq1G7'L. PNpNE:(llSJ 476-4990 �� LONGITUDINAL BUILDING SEGTION GENERAL GONTRQGTOR KTLE HIJNT�PARTNERS,IIJC. CdJTqGT:KTLE HJNT 8 SCALE: I/4��=I�-0� Ig324 MINNETONKA BpULEV4� I m� 2 4 8 I DEEPN4VEN,nINNE50TA 55391 I — — _ — — PHONE:953.41b5999 1 S S U E D F O R gB ' _ - -v , a _ _ � �� ;z , �>v�w� -J � � •�-9�-��• 'D w� � ���U I �: ' �,... ' Z<z p .0 Ta�� i RXf SLOPE:G�.R LL L L�-2.�='Z v' -0 6'�1 V7' �Ph"Q� � N`SE.O� I 0 . M1 -� 6 7�'m� 7�5 v T�-�C w p..`C G P�,� t�.. µ :�� tp1Pf � ISSUF DATL v V��`r¢c c s_� �� �r �<� I r p S r P ytiE�o I Tcu ar�nic � �` �'S sx� 5� � m e.o e�m i s � 7. . 5'-9. ��d R,"���E� � i f �p O � J �_ . �z!} 4T� �y�1��.p.fl�iKP'" I � w �. .�/ • � 0�.13.7m13 � Q .En ��\/\ �//y' � ._d'�r� 1 ) 1 ��� r/�/��/�� 3'B• � � n C Q �w a �'-5 08777013 X �—TOP pF M1.PL: %2.50_ b-3 � C Y' � /' �� / ,� '/ � p � ��V'\�� � ' r��''/'�� ^ 08731013 ,�' y(967._b.� — � ) _ b C .� _ _ _ --� - - _ - Z �q. 00781013 X i ,_L_ p cIG, iw• im � q0• 00791013 T ' i •' � � 09067013 � �TOP OF ML.PL.:953Sm_ 0 5.'��:-'" 5✓--'"� ET iL •F � - - - � 09.1��013 \ �`o (959'b•') — 10 _ - - J � ='I� �� s,..Eo � 4 ADD ALT. � i�-nsie• � M.L UAW/DR 6Q. a+�.- �� .erarfa �� T EN 'o � � 8,�Q ; �N,-.,-7��,�� - — — - - �, (-�-� _ i � � o = - - BRACKET _ - -V - _ 'II /� i n A II f-1('� � � �I � � I W~ ' ��yu LL 7 � � � ~ M1 y , ' _ LILJ �> ��m � �4 � , 2' KITCNEN � PLONfER i � ! +� I � K il \ � _- �ID�/F CE _ .D e� � I \ � FP�GL.. . _ _ ❑ i A � � .��� << . i e c �. � � 9 d1N��CW ` . . . � ' TOP OF Hl-SUBFL: �'� S,f. ' DLLR. � � ,,� . • 'v . � E�E�-%m��9�m> ��- - � -- - - - - - - L I B E R M A N s RR[ � t Qb'3/8 �^ ��r - '_ _' a ELEv.^,�t.^0! �- e� _ X �0 3/ m - ' - - _ I " _ _ - _ _ - - _ - _ �w rv ! � - -�-- -- HOME �,LL.UAWiDR g0.ND_HT._ I . ""Q-"_ _ � �3w, � �I�a" I I __' " - - _ _ _ _ _ _ _ _ w' � I t � ��- �����❑ 0 �w Q�� LME oF Ga�acr � 1 I �UNEXG m• � - 2 6 9 0 C A R O L I:�F AA'F� L E um�sru�o so�� � Q rc o r�o v o, n�i n�n'N s o'i n s s s 9� '°g - a' Q Q L $� ♦ � � ` � � . a, '"" 511EET TpP pF SLAO:ELEv.939I3' �TOP OF F7 G - —/ — - - - - - - - - - - - - A V — — � �2 CROSS SEGTION TNROUGN NOUSE LOOKING U1EST �3� PARTIAL DETAIL SECTION: KITCNEN BOX BA1' a ADD. ALT. SNED DORMER 8 SCALE: 1/4��=���m�� AS SCALE: I/4��=���0" �, „ ,,., , . ' ml 2 4 8 ml 2 4 8 � ° 2013-01052 / 2690 Caroline Ave ,•� sh:�rr:� ° des� a., � cnmpan�� ..:`�,_,.-_.- ! 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'�.............................EXT ELEVATIONS VERIFT.DESKaN 1 GODRDINATIQJ BT TRYS&1PP�IER Al.............................EXT EIEVATIQJS (70 BE LOORDMATED WITH STRJCTURAL DESGNI • PRO�IDE I-IR'I'iM.AIR SPACE IINDER SFIEl+TNMG W/ m...........................d11LDRYi 9ELTION9 3 BRACKE T AIR LHl1TE5 AT ALL VENTED GONDITIQ�S PROVIDE pg TTPIGAL WAL�SECTION — �� BRAGKE T PITW.'�JD WMD-WASH BARRIER UP TO THE WpER51DE p� MiERIOR CABINET ELEVATIONS A9 SCALE: IIZ��=I�-0�� ,T� �a 3 T� NpTE EPROVIDE FIILILA9PRAYIFOAMTM&JL'iN�QIfbIDE MiERIOR CABMET ELEVATIONS A9 SGALE: I/7��=r-m • A��.............. COAlER9�STL.�'1p'1ENT FRAI'�AT GqBLE UNLL OF� � TOP OF Ml.PL.: 761.55m" (�aSLN i0 WDERSIDE LF DECK EI.....................LOLLFR LEVEL ELELTRIGdL l967�_b�.� - - _ _ _ _ _ _ - _ _ E7......................nAM LEVEL ELECTRIGAL 51...................POOTMG 1 F011IDATIGN PLAN �-�\ pTTIC CEILMG GONSTRLCTIdJ: b)....................MAM LEVEL FRN'IIIN(P�AN � - � • R-50 BLOIW M IN9ULqTIpN IW AIR CM1TE5 OVER \ �\/� �� � �� 1/ `.j� l�i I b nIL CLNTIWIWS POLT V.B.AT W4R't SIDE 53..........................R07F FRAMING PLAN � � . / � \��. /�\ I�\ � � � . 5/8'GTP.BD. 81............. � ........."'STq1CTURlLL DETAILb 1 / ` n ` 55.................STq1GTURdL pETA1L5�NOTES tOP pF H1.PL.:9595m' �� / �l9S9'-b`) - - — \ ' - F,45LIAFOFFI7 GLN5TRIICTION� - � � d4 pRIP ON 5/�a 10 FA$CIA BD.TYP.�Q • 3/B'SUPERPLT� IT WIiH 3"LONiIWIX15 VEMIW � � 1��I' \\ � ,�/ • 71mFRIEEBOqFiD5u1IImI�DF3I�NTE�NTRpT�FIT PRpJEGT TEAM ! \\\ HEdDERS,PROPOSED D(b UPI'ER FRIEZE PR.^UD 6 ,GRCI-IITEGT �HL.UAW/DR RO. �p�,ER TO SGFFIT,FMAL VERIF�THE bb Ni,l'-7 I!1" - - — — - - - - - yNARRAti DE91GN�CO.LLC. � � GONT4GT:MIKE BNARRATTGO � STRUCTURAL ENGINEER ± � ' MSTR. 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Otl!`�GPJN >�� 0 x� � \ i - ' `FP.Dr![?J.'' - ' � A�.............................ExT ELEVATIRb , , .� � AB...........................d1ILDRG SELTION9 A9........................TTPICFI WOLL 6ECTIGN AIO................MERIOR GABMET ELEVATIpN$ qil.................MERIOR GdBMET ELE VATIpN$ ��FIC�/ FAM.ILY RM. LUES7 UJALL EL�vATION �OFFIC� UJ. ELEv. �OFFIGE N. ELEv. �OFFICE E. ELEv. �OFFIC� S. ELEv. E'............. . .. �°�R�E,��E�E�'R'� aim w•.�.m� aim ��,,,,,..o. AI0 v+'•�•-o' AI0 v�'•�•-o• AI0 ���••r.0 E7......................MAM LEVEL ELECTRIGA� 51...................F�TMG 1 FpNDATiON PLAN b7....................HAM LEVEL FRAMIMG PLdN 53..........................�OF FRAMIY..PLFN `.+�.........................bT�TURAL DETAILS �oo x*:u[�Ee.aer 55.................STfd1C711RaL DEiq�LS i NOiES wus N aEo DoiRfR Nv. ReRRdL IS ACO �K. 1 LpMEi!IOP.A�vIDElO W�bCOt RT.YfD J�4D E%*ENWM d1 �.an�eoEncE i �R.,���°ow�oinia"b�`'ca� PROJEGT TEAM ��LF6�O°O"''�� ARCHITEGT E�. a EQ. 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CONTGCT:KTLE NUNT � II �'� I0374 nINNETONKG BOULEVARD O❑ n� _, � �� ___ � r:i 9 � II 0 _ �� _ _ � DEEPHAVEN.MINJESOTA 55391 ' p '- " II �_-_J� v� P.IONE:953.4165""" i o• a �-m• e-�vi• z-m• a I I S S L'' E D F O R !3'�bun � ��� � i��b'1'-6' 3'-O' 3'-0' 3'�3l/B" 3'-0 IR' I 1'.0' '-Im I/t 4 E2�. fb.-6• »'.1 V8• 5•�0• 'Y 1Q'. l/8' Keri l'-0 LR' � 8'��I/!' F� [1POl.UDER-I.U�S7 �POWDER-EAS7 �REG./MEDIA LU. WALL �L.L. BATNROOM �m L.L. BAR-EAST REG. u LAV./LAKE FOYER -SOUTN '=�w %� A�� �,•.�-m• A�� �,•.�.m. A�� �,�.�,_m. 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JAMB TRIM >a � � .�_� � . ,,,, << .���, . . � �- IX POPLAR � . , � APRON(. -FLAT All SGALE:biR".i•.0' � =g 6'SQ KTUAL/€LLEL h F�UA LLRAP ON�'�R�`.#��t L I B E R M A N 570GK �g p 4 :� �a � � � HOME � � ' � dl S/H"X�-I/4" � �+ BA9E LLR4P.FILL FiETUfdJ TO CENTER MDENT.AD,A19T DA9E HT A5 BASE GROILN DETAIL: �3', � AG6076 I"XS" �� C �Q11FiED DEPENDENT qJ LQ4iIQJ pJ STAIR MAMiGM Ni.pFF AC7039 C a ul[4EST ADJ.Tf�4p - MODIFIED TO �� 2 G 9 0 C A R O I-1 N E AA'E N U E SIMPSON DOOR GO. l I/4"LENGTH SEE GON7RQCiOR'S SPECIFICA710NS '� - O R O�O, �1 I K n E S O'I A 5 5 3 9 7 -INTERIOR 8Y, �ROOr'I FINIISN SGNEDULE FOR �"vG FLAT PANEL �' CROIW MOLDING 7YPE �LOCATIONS. �� SNI.UR. RM. �3 TYP. INTERIOR DOOR 8 IUINDOLU TRIM �5 TYP. BASE TRIM �b TYP. CROLUN �, NEUJEL POST DETAIL �E' All v�•.r.o• All 6ca.e:m°.r-a• All 6LALE:I-V7'.I'-O' All 6GALE:I-IR'.I'-0' All SGALE:I'.I'-O' A11 o �,. . �. �.,. 2013-01052 / 2690 Caroline Ave sharra C1eS I � c n m p a n y � PR�PER�7 ��,._ � �` m i6J\eriind\Irtv�� I'h�ini�_'�::.J-Il�l'sli _ • � , , -- ' __ _ _ �(P tiun�ino r:�. �s.�,u.xau� n� __ O t:.rei�or.at�sc�st r-a,n�� ��a �;�,.�o�, , , , _ ',m SHEET INDEX � �' 7;� ' � AI.....GENERdL NOTES.AFGNRECTURAL SITE PLAN LEG�ND: ' ... "� —'�� _ _ ' NOT Nf7BERED...GERTFIED SUR.'ET Cf PR�7f�O5ED EaTER.W4LL SGONGE �+� - -` I'� � I �'l�_ NOT MA'BEf�D. ..LERTIFIED SJRVET OF EXISTRG B EMER LKaHT ON BR4GKET � 6PEGIdL RIRPOSE OIJiLET ' �. �. n-..-.,:- i "h �I F�GORi \F .•-'. II � _ ,41.... . _. . .LP1ER LEVEL fLOOR PL4N u/TIMER OR LKsN1 SENSOR -.. ! � �n �"' . r � �_ �,p ��Y M'... . ... .. ..M4M LEVEL FLGVR PLM' � � n GEILMG QITLET _ `�/ ^ � c f �r` /�_�'I . . a+... . . ... ..200�RaN �T W4L�'tOWTED 9ELECTIQ1 BT OIWER � WPLEk qlfLET �I t � . -� �'. I � - � ' � LEILItYa HOUNT � DUPLEX OUTLET W/BOTT. � -� f ,:�� . � I � �. '�� �....... . .... . .......ExT ELEVATIONS OPERABLE AT LKaHT bLITCN ; "� � ,-.-f � . ' LEVATIpJS � PENDdNT FIMUIff ^ — — — — — -, '.' ��'�� -� ` ` � iF;.00R�c i A1........ ....... .... ...E%T E�EV4TION5 'p � O114D GViLET . r-,� ` T. I � _ I . . I r I � '� AB... . ... ..... .. . . &IILDR�GBECTIQI4 � GNONDELIER � (�FI q1TLET � : G_ F � �I Fi00�.G � r -'r� _' �' ��,� .,, � T �_1 . ��,� :_ .� � ,., A9...... .. ......... ...T7PIClLL W4Ll 6ECTION O RECE59ED GdN LKaWTRG.S'LME VOLTCGE � � � s��_co�c G✓ . i I _ � V I \.� �� / , . -\�� I ,/ .( AID... . . ... .MTERIOR LqBMET ELEVATIONS LLEGTNER PROCF . I I � t o RE EC SSED DRECTI�ONaL EKeuTlY,�,• CES'�IOKE DE�ECTOR I CO. T.M C�-,�. . '_� y� '. r I I' .,._ ' ., An...., .MTERIORCABMET ELEVATIGlb O NO'EYEBALLS',GLIOLLED — :' � i`� _ I i ,� .li , EI..... ... ...LOLLERLEVELELEGTRICAL w RELEBSED RNOIIER LK+FIT YV LENS O �— �, � - I I i. x��,. . ��,.. I E7. ...... .... .....n?M LEVEL ELECTRI(,l�L BA�&1LB OR FI%TUfa£F£R OLLIgR OO &'EiKER I I ; . - . I � , i .. ., - - 51.. ...... .. ..FOOTMG 1 GOWDA7IGN PLPN �N-IWLL BtEP LK,HiMG $ SRKIE SUATCN , .'��r-�C�r : m.,F,�BC raR:. 5.4�. G . ' � RJ FG� � � ��-� 67.... .... .... H Ec�i . - � � R� 5... GN'- � � I I � �� "C�e ^'. X _�_EG"� ��7 LEVEL FRAMIMYa PLdN ,� 9-U14T&NTCN I �r� ; .� /?', i ' I 53.... . ...... ......R�DF fRAMNG PLAN GE IL RG FAN � � $ �-W4r SWiCH rJ+'_• ., .„` � � \ 5�.... ...-... .....STRIJCTUR4L DETaILS �� � �_' RE BELLWSYpIR ; r �I � � ' , � — — — _� I � � 55_... ......bTid1GTI1RqLDETAILSiNOTES -'— WDER GdBINET BTRIP LIGHTRG $p DR?'ER , NG�MID Ilf. .� � �� I � � - -J I � — — UL.PLW�'10.D.MST,4�L�./.90• ''—� � LFF 1i'JRIZONTdL W/PLW F4GE $o DA'1'ER CN 3-WdT LIISj11T I ,., r � LE� f M1_^ I / -,.. ... L _ �_ rareo toFRa+�oF cmu+er..rP. $, � 4 -� � —� L , r \ �'C'�E G,0'IG a v PROJEGT TEAM 0 U1ILITY FLlKXESGEM lAMB 61UIiGH I �� I I � {� t11� ExTERIOR FLOOD LK.NiNS 0� bEN:+OR EMRT ' u ' ' � � _ �0'FLCOR TRJ E 5?An GE:G� _ �M l�" � X I -- ----` �� Qo�ENxO� � 'Ent - � ARCHITEGT O FLG17R OUiIET,VERFY LOGATILN 1 �E�QD`�CiION , W I ri�• � I � I I : FLOOR:CPT. I I � � � � �-�` � ���� � / W/OW&R/pE5K3ER „ E E�SICN COMIEC GTION I I;� F � 6tA�R5! I / 9NARRATT DE91GN�GO.LLC d LED STRIP LKaWTS � _ � 7 J�I I ;^t -'_� . Tb!uur. I I� � � _ I - / y GONTAGT:MIICE SFIARR4TTG0 � -'"�-���� STRUGTURAL ENGINEER � � . �- �-1— - —N - —t— y-��� - . I �� � I „k�R, � i � �j— � �/ `�� _ ,an.s�wcluRn�er�MeeRm� � CN7AGT.DANIEL KOPCUIN9Kl GENERQL ELEGTRIGAL NOTES: - ��. �I\EXQ �-�i i F�o =er ' � i ,--.. �j EA`�T MAP�E sTr�ET I � I�, % � � '2L55�'aN RIVERfAT�6 WI 540�� l RFFLELTED CEILING�ELEG PLON6 ARE NOT qLL-MCLIl61VE dND fEPRESENi GENERAL DE6K�N PfiEM LNLf. ��w� t /�� FL.t °SF N. "��� �.C r p' .. PNONE:11151 476-�930 1i IT PFaNDE FE EPT � I I �,} i L ACLES C F�U T5 iOR aLL y . _ i'�ELWELEC.PER CODE �-- "/� �ES I �� na.�.EFLE � _ , I � `" � '� � �� _ _� �` GENER4L G�NTR4CTOR 7. P14T,f�L WALL�GEPT4CLE5 PER CODE.EXCEPT Q'$Pd[IIYi IffpUCpD TO B RELEPTGCLEB 9NC/IN ARE PE(2 • !. ��. ; I _ . _ � � � ' - ...,I i^ - . � I� . �^/ __._. I _ � I � � -- KTLE HWT�PqRTNEfjS,INC. difER'S RECUE9T.IW1iEI�R7aF GOF'S AT dlL EXTERIOR REGEPTdGLES.VERIFT EXAGT LOCATION pF � EVt � ''��� �� i',r. ' � ! � il I� GONT4GT:KYLE NUNT L. �, x� i'�� � REGEPIACLES WTH pWEfC(51 PRIOR TO MStALLATlp1 vEPoFT LaATI�pF P��y Yp�DIN[. k'I z� � I -- .'I . --. 18311 I'IINNETONKq gpIJLE�A1ZiJ r " �� I ,� I � `-- --- I I '-- _ _ __ _' _ DEEPHAVEN.Fi1NNEbOT,G �5391 3. PIH)NDE POIIER iOR lLLL oPPL INlCES.vERFT APPLI4NCE 9ELEGTIpN 1 FMAL LOG4TION W/LLLNERS. -- � I _ ' / lU � PHONE:957.4165999 �- \ �.PRONDE NdLQiEN 5TRIP LIGHTM6 WDER ALL UPPER LABIPETS ON DRfER IW LGNT VALANCES LLNERE$LpW1 _ j.�,_ ,j i . \, I 6.NOTE:PROVIDE SEdLED EPCLO&1RE OVER aLL f�CE56ED LGuiS Mf0 TRJ55 SPdGE. - � I � " I I S S L E D F O R � I �� ���. � �� _ 6A�R �: �-KE� � ' 6.HOTE:ALl 6WiG1&5 TOGGLE iYPE,6LIDMG DIFFIER'TAB'DIREGTLT ADJACENT TOGCiLE I ^''1 I bJI, fl '� - - FLOOR: TWE I .� - � �' 'Y �I � "`/ � � �� r � _-- F:.R�.CON' I .:Z - � �' T��_-'__ _ '"" ' . � G '_ __ . -1. _F-.� /_ � F 1 1 �� � ' � � —_ — s.a+ � � ��..mfy� p�- � __ _-- � �� 1,. — � — . � � W G�v'�m 1 �� _ �- 1� z Z' _ � r- Ci" _ _ ___ i . . � , . _. .. . �� v; F-� t __ f� C U �� � i � _ � -- � i _. I� I � ' "" . � .� ...•- �, . � _. i -" , ' _��� i -.".' V F - s � '`— I ,y-L G F-�F-�^� I I /" G C" U -2 w Z � __ , ' I I ' '� 1 _ � I � u�u_�UC'n _ �Z , � � _ .+_'� �..� - if iR'�5° kh. .:�F'.OGi 55o ii�� - ✓�au�t=OG ' _ . ���I 1" F.DATF .�¢a c�r�- y SSU �V� __ L ' � r c. . � �� L 3" _i[� X v��� �'�. � ' I y�` ,' `�� � � - - e, x. a 5� �-�� i nr -.gi� _ i � LAKE FCYE� mamazmi3 a — � -- � �, � �l_.�- I I F��'-T�E�VERIFr 08137013 \ � - �� � - � 9'ON= PA i�^ ASCVE oe.namis x R rrz�ss sPaN ��-�, � �G`�c� 'RJ56 bF� E :Cs'. !1 � — €j_�� - �. � T /4B¢ ."}EF 7 ' / ',i O�ls MAX.D�rL G IOn'i, i I 0B731013 \ 1� � _ � -'� � v? . — 00.783m13 X T ORAGE�'^ GHANIG L ��— " � i � � �� I � � � ooR�.coNc. � _ ,,f-_' ,�- � . 1 � F� � , meassoi3 a — - � 1 I — � 111 ' ' 1� ' "' � ( I� � I � � /�� � 09.061013 � ' i � .� � �' � �< 4� mansmi3 X � _ , F�ccc._.c�=. � ,1 — � _ � I '��I � � , � � � \�_ , � _;� � 'r� � ---- - � , ,� V� . _ , U N E Y G A V A T 1 _ � _ // , . _ _.. ..,..k k, �o I 1 � � a�o �� F-.p ��.ave I �' � ��� � �� � ��� - - - - - - - - - - - - - . - - - - � — - - - — `�� �J � ` 1 �' , �- _- �r I � iI i , 'r � � .,,�, .�,, ,. . ���. , ,,, .� . - 1 } 1 iTl' I- — _ _' ; � ;, l _ � � _ = , LIBERMAN _�� _ _ , _ , :_ . � �� � � �� - - � ' � ' � HOME � �� � � ' � � � :690 CAP.OLINE AVFNUF. �1 � — - - � I LOWER LEVEL ELECTRICAL PLAN oao�.�o, ��i���eso�r� sss9� � � 1 — � � — -� �_ - E I Rar,Noaru � � � � � � _- SGALE: I/4"=I'-0" �1, L r _ —� — 6HEET � � � 2 4 8 � E1 o .� . �_. 2013-01052 / 2690 Caroline Ave sharra LECzEND: A, r "`�SI � I �o m p a n� ��� �B ExTER LKaHT ON BRAGICET a fLLI�O.nlE1 I i � EMER WdLL SGONGE �. ��yy ry��ar{�E7 '_____�__J , ...... \ - \ � � _ iM 1e d\li ei�� 1 1 �. .1;11 1 511 W/TIMIER CR LKaNT bE1f,�OR I r-- ' - tiui�i 11111 1� . 4 .17U%i117 I 0 l�crlxi \I\55ii7 inlo'nsharraltdesq,n.com �Q W4LL MOUNTED SELEGTION BT OLLNER � WPLEX�TLET - � .. - - '' _- - �_ - '� � � ' � GEILMG ML11NT � Ct1Pl.EX CL�LET W/BOTL. �I .. I . _ ��, • ; . , - i , � OPQRA9tE AT LICd:T$yp1CV: � � -� � �'. _ i_. " '- ! u _ �� - -� PENDMIfFI%TURE � �a,�ET , � — J � � � � ` � ; ;� '—% i SHEET INDEX . t, ---t------------� - ' � ��� '.,� - ,: � �. � ,'. T ,� I AI.....GENERAL NOiES.4RGHITELTURAL 61TE PLAN LNANDELIER .- �' "'_ "_' I.'"_ "",I. �7C � GFI q1TLET � � I. . - I � � ' I �j NOT W�IgEF�D..GERT6IED 5UT'ET OF PR�POSED O REGE66ED LAN LKaHTMG.5'LME VOLTFGE yEATIfR` I � � �� ��. ��i I I • � A�'3'� I / � , , ,F„�. rl � �'. �. I MOT Hl'BEF�D ...CERiIFIED SURVET LG Ex15TRG . O SPIALL RECESSED HALOGEN LKaNTMG-�" I � � 4" � I � I I . CLG.F RFT � A1 .... .. .......LQI.ER LEVEL FLOOR P�AN . . . „' I� I c � REGE95ED DIREGTIONAL LKa4RMG. O y^ip�DE7ELTOR I� _ - �c ' �N{ ' NO'ETEDPLlS ALLOLLED - � .. � ,.o r J,'.r�' � �-� '' N c.`v . �'` FBr�OII DArID�LIGNT � A3 .... . . ... .PIAMLEVELFLOORPLAN � RECESSED SHOLLER LKaNT W/L E N S CEILRG F41 � '�.�� . 1 I i i I �., G I.. ... .. .... . .. ....R A 7 F R A N "BB BdRE BULB OR FIXTIIRE PER pl�R OO BPEdKER � L : �F� �'� � ,nER LL1iGw; r .�� o � I. - '� - .�9�� i I �I d5..... ... ...... ..... . ....ExT ELEVATIONS i � � ' ....ExT ELEVATICl6 $ SMGLE 5WTGH � i .... .... N�W4LL STEP LKaHTRY � ,; ~ , I; � I � ,$ 3�WAT°uWTCH �n �. y �, , ._ .' - � , A1 . .. .. . ........ . . ExT ELEVATIONS GEILMGFAN � � ;' � r � � - I pg ..&IILDRGOECTILPb i i IPIDER GABRET STRIP LKaNTRG \ I • ' • / ` � -_� UL.PLWI'bLD.M9tALL 30' DIIT'ER ITCN I �J / �� I � � � � _ . . . ....... .. . . - , � , _ -.�JE.S!"_ ', . I I � A9........ .TYPILAI IWLI SECTION I � J �' --- - -_ � , g, x ' � _ � �o ��� j � � � . ° �. __ � AI0 .. . ....... .MERIOR GABMET ELEV?Tlp.l$ � . ,,: ,. .,,. _,., OFF MORIZONTd1 W/PLW FAGE $q DR'fER ON!-WAY CIRGUI7 {.r . ,,,. � �C '� " % --. -�-, - ��, --- - - j� .. --- - All ..... . . .MERIOR GADMET ELEVATIpN9 � " I � \ i � TIITED TO FRpNT pF GG91I$T.Tl'P. JGMB bUTCN r ' --' -" - ' � I ./� "� • � � '� I - \� EI ..... ............LOLLER LEVEL ELECTRI(.A� / � UiILITTFLUORESGENT . ' " �"' ��. J � E7 M.dMLEVEIELECTRIGAL i ' ' � EX7ERiOR FLOOD LK..uiRG r- '�. I I.�. - -• . �'�_g ._ m_,,� '•`��. � �-\---- _ 3 51. .. ... .. .. FOOTAIG i FpI�AiIGN PLNJ P I \ I � LLV OIWER/DES n�RIFT LOCATION �, �N��R ENCQNECTILN I I (/ i . 1'. . " r � � � .' �_ P I I „ (i � - � I \ - A b� 67.......... ........MAM LE VEL FRdMIIPG PL4N ` tELEV15lONGRNECT�ON � I �,I 1! k ' �~�I��`r' I I . ' � - i \ ,��� 53. .. ..... . ........R�FfR!•f11Y.+PLWJ � � r �'�� , . `�......... .. .5Tq1CTURAL DETAIL6 O LED 6TRIP LKaNT6 Q P1Ya�E CGNECTION I I ,I I' / '., Y� ?.. ' � I I .:. -. Q ., \ . i � � I I �, �- '. � .i \ ,��. �, 1 I � \ / ra I I 4' h� . � . � i Ii I � � � ' i 55..... ..........STqCTUR.aL pEiGILS�NOTES GENERAL ELEGTRIGAL NOTES: � � � -- - � �� �� i �OIJER L� vEL � ATIO l I I ! ''� / I E �. I �A," JC _ � _ . L REFLEGiED CEILING/ELEL.PLANS AfiE NOT ALL-INCLIl51VE ANp pEpfiESEM(,rEIgRA�pE51C1!MiEN7 ONLT. I I j � i : / ' � - \ I �,nce r�ce�naes�aRcm�s For.u�r�cu.E�ec.r�R cooe � � � I i i % � _ _ i': i PROJEGT TEAM 7. M$TGLL WALL REGEPTdGLES PER LODE.E%CEPT R'SPAGRG IffDUCED i0 8'.RECEPidGLES SNGIN AtE PER I I'. ' '�'�' ' ' I �-� � '; I � � � difFR'S REWESt.WATERPR.'�OF GAPS AT dLL ExTERIp�i REGEPTAQES. VER6T Ex4GT LaAiKN OF � �� �� `i� - �� I ( - � `s - arzcuiTecr RECEPTdCLES WITN LVlffR'S1 PRIOR TO R15TALLATIQI VERFT LCCATIONS CF PLW M'>LDRG. � � 1. ��^'v�� � I I � � � � � 1 _ � \ � 5�1ARRAi?DE51GN CO.LLC I ' � � GONTACT.HIICE$L�qrd2qT7G0 _ � _ l . _ � 3. 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O � -� ------- �- *6 � om W u �� N v 2-'i I/4 LVL � �n �� � (�1 i N � � �V � � � `/ � � 0 �• � ,4.A/.STRUCTURAL RevisioH i ise,�es �n.,e��e.e�y u,ae m��P�e�, D T EnCjineer� DJK epeenicacie� .ep�e.oe � rN•c�,vrr_nrNc ;�eP�'���T�� �-�,� < !^ � y � LIBERMAN HOME SHARRATT cnk�e ey: �w �e.�����o-aµo� (9 w o v J r 0 I 11 East�1a Ic SL �°o1y�"�"`a"'�"°- u v � o DESIGN&COMPANY � o�aw�e�: KNs ��E�a��==.Ma�w=��-� `"W Z Z T RivcrFalls.Wl S.�OZz Dote. aA6/�Oi3 P.i-e�+a,e� � � 2690 CAROLINA AVENUE 464 SECOND STREET,SUITE 100 Phonc(715)42(,-0910 ORONO,MN 55391 EXCELSIOR,MN 55331 fnx (715)�l2(-0R99 Printed: �'gia°"'"' e:�L�ce e No:� 5Ef DETAIL�i54 FOR o�E-o o � �x3'-0'DOYEL A7 h7GITI0NA1 INFORMATION �3" �SEE PLAN FOk � �b f e�s°a� � �7.r6 N:LL:ND � SLAE t REINf. i4'G.L.p-6'EA,'.H LEb) o `` o %4x3'-0'DOVEL AT ATIb'O.G. �•o�"��� x'c c n-b'_nu+�eJ /�2x rnr�r�vi� ra F^a. �xrtzmP ru oo�,- DIAMpNI;ISOLATiO\ Ib I/7'DffF -- - --- 5EE P�AR FOk I / I/2"0 A.BpLTS I/7'd A.60LT5 F o =� � PATGIi.POVR'DAYS � ,�� 2x'RiD fC VU-�� �FL�T�=' � SLh:1 REIN��I AT 48'O G. AT 4P'O.G. .g':a 4a�n� o� I _ �000°os� �e ' �MINIFUM AFTfR 5_A9 � IQ'0 A E04� � -4 20'DEEP 20'DffP _Sna��o� m o ., �Q14. �FOR CALUhM -- - i �T ae•c�c --�-- \���rv � � F ook rwss F�oaz�,� �^rypry_r���bqa,�7 � I IOuIGx3/4'6A5F f[Yb' i - 7'V OI D f O W' �I-K 4 H O R I Z � I-�4 f I G£I Z 1 5-I/7'Oxb'TITEN HC SGREVL� ;—I-�4 HORIZ �\� � ,� '� J _ � I ��'--�e �/�� Wz4'-����----� , ,� -- - � j ,a�- - ✓/\�\ -------- w4x4'-0'DOY€L /� AT 4E"Gb. I ` ,� � • SEEPLAN-� ������ \ AT 48`O.G. �/ i 10"(ANG.NV�LL NV p5 e a a ° fOR SLh: � a �2x TRTL F YU ���� � CAN:.Y141 I�'CANG.Y1AL:Y'J p5 �7x TRT'D(�YU VERT/TOi'�A'i4'0.� � G. � / (I I/2'GL�INSID:fAGE! �2x 1RS'U P Yl/ a " I/2'0 A.EOLTS �/ VE3T/DOV�L AT?4'O.G. Il'1'd A.60LT5 5 HORIZ.AT 74'OL. Il1'0 A.BOL75 - � n Sff PLAN FpR p AT 4E'O G. /\ (I Ir'GLRI 11151DE fALE t AT 4b'O.G. ' 4z4'-0'DOY�L � / AT 4b'OG. FOOTIN6 AT 48'O.G. � �5 HOR!Z.AT 24'O.G. N 5EE P�AN POR 0 SEGTION �1 SEGTIC� `'0NL"�" 3 � a � x�E:�i4,_�-0, �1 SEGTIO� QSEGTIG� s SEGTION 54 Sq `�.'ALE:3/4'=I'-0' c�.4 �,'ALE:3/4'=I'-0' c�.4 SGP1E:3/4•_��-0" c,q, SGALE:3/4•_��-0• 5EE DETN!15i54 FOR OFFSET WALL GOLUNM BA:�R DIN�iIDNS ��I� 7z8 VWll SND � II SEE DETAIL l/54 fCR AT Ib'OL. � II AD�ITIONAL INFORMATION 4 I/2' Q Q Y m ie in•v� r,�, in e�R � ii s��na � -- -- � F�oo��ss w 4-3ia•mx�e•a�i u FOR cou�rm i �— ---- — s 2x TRT'D P Y'J 7HREA787 RQpS II ..- - 5/Ib'STIFfE�R R EAGH 54 RAN 20'JEEF - � I/1'6 A.60LT5 I � � SIDE OF BEAM Y�B �FOR BEAM fL00R TRU55 m a�61 0 ----- _ � . « ---- - 18 I!2'D:B � AT 48'O.G. I'NON-SfiRINK �-F�� � � ----- m y 6 a bkCLT I°BOTTOM P, � I w` o o � a` I � I-W fiORIZ W 4 3/4'Oz36` � I � I-p4 HORIZ THREADED RODS � _ Mx4'-0'D01"�L � ��x TRTTi P h/ AT 46'O.G. . `\_ IR'0 A.BOLTS �Q' I I/4" l-F:OOR TRL55 V zx rnrro�w een�irv�� a in�c a 9ars nT ae�o.c � � �L =�� AT 4b'O.G. �4z4'-0"DOYEt ,�� _V,�R IR'TGf F YU 4 3/4'm�J A T 4 8'O.G. 5EE DETAIL 15/54 FOR . A325 THRL�BOLTS � 2x TOP I�Wi POVdJER V�Y `!� ^�' COLU"8�BASE R DIMENSIONS b" ' 4' SEE PLM DRIVEN FASTENERS A' ��a 3�� �5�P.AN FOk SEE P�A�FOFc FOR LOL IE'O.G.STAGG�EG 5�P AN �Z �_-- CANG.WA1.L CANG.WALL FOR B:PM �V���C � sE�Tio� � s��-rio� � s��-rio� n s��rio� �� s��T���o� =�=�����: 54 SLALE:3/4'=I'-0' �4 x4E:3/4'=I'-0' c,,4 scr��i in�=r-o� S4 SLALE:3/4'=I'-0" c,4 SGALE:3/4�-��-0" � 5`_E DETAIL Ib/54 FOk �x T0P p y�p�pyp� `..EE DETAIL I'I/54 FOk COLIMM TOP F DIhff�lilONS 2a TGP i�Yi�'POi'BJER pRIVEN FASTENERS AT� BEAM EhD F DI�$NSIONS T DRIVEN FASTENERS AT b"O.G.STAGGEREG �� b'O.G.STPGG�RED i I STEPPED i SEE PLAN FOR BEAM I GLIIE t W11L k00F FLOOR TRiY�S GLIP A;INDIGATED i i 5/I6'STIFlI�LR R EALH SFEAT�IIN6 TO 2x � , _ I s��d e[�w v� �BLE roP R � ----- --- ------ ' � i I� � } o ( i N� p� = z w � . -- - F M � 5/Ib'STIFFENER R EAGH I � I I, I g �d o, N I SID°OF B[AM WEB � - __ I 3/8'�IY1`xl'I/2'70P R - F'� �z ------ I Y{/4 3/8'Oz9'LA6 5.'.R[W I I/4' �� w � I - - � � i � ' i �� � O I � � I/2"TOP R V�"&5/8'6 � I Ylbxlb LOL 5A6 =Z o � �5E�PJ+N � �A925 TMtU-BOLTS 5EE PLAN POR BEAM � I � [n� p � F��� I I � ' � Sff P�AN FOR(AL w w S E E P�:A N F G R L O L I/2'END�YU 8•5/8'd w p �n A915 THRll-BOLTS ii SEGTION i2 is iG is W�OxI� �ASE �L' DIMS � 54 scr�e sia•=i'c' S4 scr�:i in•=r-0' Sq xue:i in�=r-o� 54 sca.e:i ur=r-o° 54 scr�:i ur=i-o• 2z6 ViAI.L SND PAIffL EJ6�5 SOLIG BLOLKIN6 AT _ , AT Ib'OL. 7-7xb LOL PA�L EDbES . " SIMPri'JY HO'_D(X'W� w � �SiEFPED FL�R 1W15� SEE 5lgARY�4LL SGIfrDULE r�, O > N GOORDIMTE STEP LOLATIONS ��- -- ' = a ,� V'J ARLHITEGT. 'N'ST�AT SIM �,' '-�- --�, ' -- -' -' ' - " ' z Z z . . ,�-�105/6' �y ,�-�-I�fl2" ---�-; ��° � � i � Q o 0 - I I � I � � I I Lh7DEk TR�S- � a o P� o 0 0 � o 0 0 =' II SIMPSON GNY6/8 5/8'0 A96 hIREACf7 ROp YV � � m N o 0 0 0 � <� o 0 0 � R 0�G W P L E k H I L T I H���T M'-2 W A�h;E 5 1 V E J - 7x TRT1J R VJ A5 REQUikEC 5Y5TEM(10"Eh�D) � � I I/8' I I/8' I/2'd A.BOLTS I� SIMPSON HIX.DDOWN � � AT 4b'O G. EA END AS REG'D I 5A6 'I/4 2' `'t�`SGF�DJ�E �� s��Tni�ie�Forz �'���T STRUCTURAL � �SEE P�A�FOR a, ADDI'IONAL I!SO4MA'ION 5EE SGHEWLE HOLDOYPJ ANGHOR� ��� DETAILS �61 W6x16 TOP "� DIMS i� �5 � T �� xuE:iin,_r-0° � W8x �1�D � DIMS. i� SEG � G1� iq SEGTION 2o TYP. SH�AR WALL c^ 54 Sq. S;A�e:i U2'=r-o" gq xuG 3/a':r-o' S4 xr�:3/a._i-0 S4 xN E�� J`� 4of 5 '312i 2013-01052 / 2690 Caroline Ave OErO� R�]�vp � �J1�.�.T�C�NC�/�.i fi e S o a$9 y � 20"DEEP FLOOR TRL55 j�F���� 5��o.��� � �k:sooA / =��;`._` MATERIAL STREN6TH5 DI�frN510N LUNBF•R a a�"�8 o sJ ��-IOcNAII � � � � oo4amo� .y .� � � � I/4 � 5truc4..a!Steel fu= 3EA00 ps.L!A3h1 Dmer�sian I�,nber shcll be No.7 F1e^�.Fi�a eoyal for jolsts,bearre and neaders. YiaP. ��ao o W r }�� o I <6,�0 s.i.(A5�aoce E,!fo-s!r�c�ro D.bi•o, studs shcll be 5`�d bade SPf ar e uaL Treatea I�shnll te Nc.2 So�them Frs ar �o P a =4aa6eoa o 6-IOd NAIL ;' / 50A�ps I.!A;"12 goGz 59J fa wide Ilanye beans aqua� Spc�M1�g of t�.dgny fo�ic�st:sha I ro:exceed E'-0". Wood Imtels mL headers shall kve o full I If1 lenoth oF t�oring at each end uniess nctes otherwise 7able a����. s // *�I Reir�ocing S:eel Fy= 60,CJq�ps.�.(Ab15 craCe 6�; jois�s unde�pa•allel ptxtitions. All beam md w�� s rot�a-inc a s.qpvti�g meirbers , � 2xb AT I6'O.G. I•I ��, I-l I/4 LV� / �'a�I sholl te Franec with 51mPsm 5trmy-Tie'�o�st ho�ers or eq'�ol Interior rvails tc hove - . � FlSGIA BCAR7 / +�1 � �'� �x4 studs at IE'on center. Ezte•ior�wlls lo hwe 7x6 st�ds ot ib'cn cer,�e�. Mbad (,b / Ga�crete F'c=C�ry�essive s7encth ir 78 dan ' 2x TOP F Y;/POVCJER SIMP�.�ON ��� / I � 3,OOG ps.i.for foothys joists vAl��t�c�the fu'�I rv�d:��.o°s�pporti�✓�m�embers(stuE na I,bearr,e.c)v�less 2'-0' DR�VEN fASffPC-R;AT 141610 HAN6ER F�6� / I I I 4p00 p,s I.Mless ro:ec otherwlse noted. Wood beams made of 2 or more 2x5 shall Lti bolted taye'��rr with 3/E' 6LOLKI"b 9Y �6"OG.STA55ERED � aameter:ra9h fzlL a:2'-0'a center a�eeuivplen:sriikes.511 plotes ta be Wlkd � TRll55 51PPLIER SOLI7 3�OGKIN6.ExTEN�17" DE516N LIVE LOADS tc Fomdation rvalls nith U2"d�areter anchor Vwlts at 4'-0'on cenkr maxirtun.Each sill — PAST HAN6ER EAGH 51�� ��4�R�� Plate to have a minimm�of 7 oolts r�ith one Lv'��t laated nitr��,I�'of eah enc of eoch ' 1-�l4'0 TM�U-BO_T5 �!s 50 s.f. a�nd snon load �ece. Na�'lin tc be In accordmce with Teble 230�.91 of the IB.G. ° � Frer�w a-n�a rr+w;-crnrs P 9' P 9 N (2-EAGH SIDEi Typiccl Fiaors SO ps.f. � 0 SCGTION C1 S�GTION � SEGTION �'����G 9om�hrs�y�:tJ �u�vaovr��ks d SS x�:3%�'`�"�� S�j SLh.E:3/4'=I'-0' c� SGA:E:3/4'=I'-0' DE516N LODES-LA1E5'EDITIONS LVL members ro:ec on dreHm�o-e Iminated ve�enr 6Rrber as mmu(actu•eC by the Tnn-.b�:b�Neuerhaeuser.Ec�uivolert at conMactor's option.Sizes shov�n on plm ae Interna[ionol euilCny Gcde atua�s¢e.Po=2,60G ps.i.,E=1,500pOG ps.i. � Minewto 5tate fwlldinc Lode Puner'u,on Ir�stiWte ol'r.eel Cv�struc;ion P5L WDOD F1Eh�ERS � Amerieo�C.awete IretiGte o o y o �,ly Wrzricon Wcldr�Societu Standerds for Weldrc�9 os modii�ed ty A.I�.G.sPecffiwtias F5L memVzrs wted on Mawin9s a�e paallel st�anc lumter as marolact,�ed b,the a � �� � American Ir�iW!e of TVrcer Ca�stru,tion Trus-.bist bj Yieyerhoeosu. �uvcler�t ai ecntrac:or's ovtion. Sizes show�on Plm cre 6 � 2xE LEDC:k G0�7.Vb'2-—�� -5�p p,� Natlanl Desian 5peciFicatiaris for Stress-braded Lmroer cnd its Pas'.eniejs atua'�s¢e. Po=�,40G Ps i.,E=I(�DOp00 Ps.i. m ��` E I/4 I � 7-5A6'STIFFEKf I/4'dx5'LEDGERLOK AT m ` � P 5 ALI6NED V'J F��: SOIL BEARIN6 DE516N VALUE ViG�G k00F TR'JSSES �� a � i ib•o.c.(crn oN v�al snr�s) 5���+, � w � 6 o a � GiANNEL F�AN6:5 FOk BEA�M � I � � ipro psf.m udls!urbed wll a wrrpocted fill far foatinys. Luirber fa wod reof Vn�s shaP be�cecordorce wi:F the marufacWru's � 7� � Beariny value tc be verified ty a geotecMical er�inee�. recam�endatlore. Trusses shall be desiynec for a toP chora wPervrposed Icaa of 4', I-"I I/4 LVL / � � � I-'I I/4 LV� ps f.and a kw:tan cf�d bad of 10 ps'.or as 15ted m the trrovfias.SAmIt cerNfied FASLIA BGAR� / �y.�1 � 0 fASGIA BGAR7 j LOORD�NATIDN•ARGMITELTLRAL,MEGHANIGAL AND E�:EGTFtIGA:ITEMS co�,culotiare rvith shop darnys. �ain9 of roof tnnses�ha;l rot exceecl�4'on center. / / � I / I ONE BEARIN6 STUD irvss conflg,rotlon,pitch,werha�,ecc.vwli be ird�ccted oc the architecGral d�owinos. V W F����` Locatiori dmensiore ond de�ails of recesses ressioris, en s ad m ent Frodde Fde-Wuse�,h: ks,_ -dow�trussef as re uired ano desl ned ta � � �o c i i �'� I ��r,�FOR e�o�+ �P aP "5 �i P'" 9 �J°C `�P-d a 9 / FASTENER AT 12'O.L. ts sha'�I be verifieo reFerence k arcnitectua�,mechmiccl ad elect�ical or[all er osed loaos. Frovide metal han mchas ct tnss beori�c t� Z � 1 J STEEL BEAM AT 51M �°r � SWP wP � '^9 +� �'T -� / LRll2E HANGER 0�EEAkIN6 STUD aanings. mecYmica��.h fas[en tru�s to teo-v✓�wall a wpportnc mernber.&idoi^�,and braing of �� '�_.�� MU POWDER DRiVEN I/4'END I�YL' t•u�s corr�pression memk�rs,shnll be instnlled in accorcla�ce rvith the truss mm,facArer� �- PASTEI�R A7 12'O.G. :+L �s�- 2-°/4'0 iliRU-BP.TS TEM°ORARY BRA.GI�15 oesicp ma dlrectiaris.No f'�eld modlficatiors nill be a:lared rvlthout the rv•iNe�c�proval a g_�`^"� o!the trvss moyAactu�er_7nns mw�ufacq,rer shali provide metai hangers wnere � � "„C C Provtde temQortr�lateral suppert fv a'I rvolk�nfil nall:ae odecivately traced by fbor neceswry. �L' � � " 4� rj��iT��� �`,�1 �j��iT I�N �1 e���i-r l O� a�oo!s.rucGxe.Provide required temporay trainy!or sWcGra'steel unti ��=.�L - S5 SGALE:9/�"�I'-0' c�.� �G.A'=�3,'�'=I'-0' �c� SGP'�L 3/4'=I'-0' permment brai�o orA walls ve F Ploce. KOOD FLOGR TRUSSES OFENIN65 Luml�er fa nood floor t�usses sha''�I m accardmce with the mvuFa,Wrer's � reconrc�endat�ors. Floor tn,:ses sFall t�desi�ed eo support,�m od�ition to deod loax, T Verify size md locatian o'all openi�ys ni�achi[ecGwcl md necho•.�wl hani���. Che Ilve loo�:listed above or edicated on the mav�inys. Floor Gvsses�all have a 1 I I c�g p�FpR�p�� Ope^�ir�in floa Q�d rocf rot s�wr�n on s!�uc:ura!6awi�s mnt be placed I�tr,een minimum live loac dellection uiteria cf L/4BC.Desgn!rvsses�a top cho-c beair�o- � sWcGrcl mercben.The contrxtor sMll provide sleeves tkayh cowete sldn,joists tct:om cYarC l�ari�y a sho�an on t�e drawi�s or details.No atlno,notchiny,a I I emd t�arns for all Plurbir�.�e,a rehfcrcir�y os rec�ueeG to provide caerete covu modificatian of fioor trusses will be allovied witha�t the maufccG.rer's rvi:�en c�rrova. GLLk t NAI�R�F I I 3/8'.5 I/2x'�2 BPSE i� �P��F� Ia re�Facmo. 54EA�}iING TO 2x I I �YV 7-I/2'0 hl�ll-BJ�TS x4x3-0'DOV�L AT �5:A9 1 REINF. 5hanit cvtNied cala'lations ni:h tlie shop n'awinos, Prcvide 9rder Wsses,hender Dq1B��E TOP f� � 24'OL.(I'-b'EPLH LE6) � FOOTIN65 beons,etc.as required to frane openirys. Install tria9in9 as req�ired Ly the truss I I / 5 I/2 LVL BLOGKIN6.GLUE! � manAabrer.Truss mor}acd.r�snal'prwlae me!a�hmyers riFere req�Ped. � ! �NAf�i 0 SF�ATHIN6 . Wall foo: o�e casbn lace caere;e W�h conCruws reinfacmo laced 3'cle�d o �x eoroM F '"3= 7 P co�ca��cov��oN a�i�oku!� • 3/B'z',I/7"zl5'TOP R � ,�{ Mttan ond s�,des. Provide 40 dianeter lap at al��.splices md full cross:g Ic�at � w YU 4-3/8'Ox3"LA6 SLREN ° /,� '�1 cam,r�mc ntefseciiars.Ihless othefriise w;eC,no'J footuios ae centered under walls Fcotrys 3'clear bottom ad sides Q � m � \�\ii.,I o� � md colum Foo:ims u�der columre. Footinq elevations shown on plm are to top of Yv�lls I I;�'cle�i^side face H� N N �� �" �'VOID FORM footirg. Footircjs for wclls,un�ess o'herwise roted,sha'�.ce 10"thek Nith c minimvn Sruchnal 51abs I In'tlear kwttom Q p w � �\ pc jection ol 4'ex side nNh 7-p4 contln.eus. 5 1 d�cn&aae G e n t e r rem foreny in s l a b �C� � a°a N ° Hh4xaz3/ib SLABS°^64ADE =z o '� z w SEE RAN FOR AI;slabs an qode,�nless o.��ernise.roted,sha'�I be 4'thick w'th bxb-%14xWIAVWff �� � x 2��� �%��'- cen,ered n slab.All stair slabs on 9rade,unless otherwise roted,shall be 4'ttick nith � � w F��T�5 bx6iY14zWi.4 VWE centereG in slab. �1 �g� SEGTION �1 SEGTION Pa�ocoNc�vuus � 55 sca�:i in•=r-0• g� Scn�:eia�,p-o• �� scae�3ia,_,�-0. lhless othemise roted on plans u section5,reinforce poured ecrcrete rwl�s nim�5 verticoL at 3a on center ir.side fo;z o-�d h ho�imntcls at 24°on center i�5de fcce. Rovide�5 x 4'-0"(2'-0"each ley)corner ba-s ct 24'on center,horizan[al reinfacmy, 7z4 LE'�5°R YL'I-I/4'Gx9 5!B' ot corner ol wall Hifh 3-5 vertical supPort kw-=. AI��rvcll oFc�irvj:layer t4m 12'sFri'J . _ LED6�RLOK A'16'O.G. hove 2-y:oll siaes of openinys. 6etenc reintaci%7'-0"L�yad eoch edyc of L5TAI5 STRPP (LENTCR ON ViALL SNJS) 3-?.i�LVL FLU�}' ��'i^�� W � ' AT EALH TRU55 SiMF�..ON AA STRJG1UkAL STffL = Q N 7x8 LED6ER NV Z-I/4"dz3 5/b' � FRAMIN6 ANGLE Z Z z LEJ6�LOK Ai Ib'O.G. 2z BLOGKING A"�.svxt�ral s:eel st�ll be desic�ned:ta�✓icated and erected cccardiry to the A�nericun a ' � (GENTER ON YV�LL 5ND5) �AT�2'O.G. InstiWte of 5teel CorisGuction(AJS.L.)stmaad specif�cotia�. 5tn:cG���cl steel supolier � � � I ehall s�'�,;oll ccp ob:es,bearnc a5serrblies,base plctes,stiHenen,splices, w � � , comectims and shall desim same Mless roted on drarvir�s. Ali weldirt�Shall be ebne m m o usir�fhe shielaec cre Process usmrj E70 electrodes h accorGonce wlth t��e rules of the —� N �_q i�������� Amerirm Weldny Soi�etu(AY�S)SGuctual V+eldiny Lode. All welaers s�oll be certdied I ' usir�y the rvles of the Americm YieiG�my Societ�. �m� ��rRuss in•c n�eo�rs AT 2t'pG. 2-Klhb SMJS YU AT Ib'O.G.(2 MINIMJM) I � I-2xb BO'.R I I t-BRb 5ND �*R�55 HAN6ER EY� I � I I EAG151D? ,ar aa�o.c. �ss s�i� i i i STRUCTURAL i �wiruowr�woN i i , DETAILS 8 NOTES �� ee�°N° �-"r� �o S�GTION �'1 SEGTION ss sc,n,_3�<•:r-o� ss scr�e:�,a�=r-o• S 5 � �5 13 7< 2013-01052 ! 2690 Caroline Ave V C�� `�� �D�9T� TIME CITY OF ORONO CALLED IN � INSPECTION NOTICE SCHEDULED PERMIT NO�O�3-L�/D�ZeoMPLETED ADDRESS °Z�QO �-�o-C�P ��- Z � G OWNER TELEPHONE NO.�« '369 �S� CONT ACTOR �� �°��-� � � �: D SCRIPTION ����� _ `� � �> � � FOOTING ❑ PLUMBI F AL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HAfiD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � J O � � O � W � Q � 2 W � W � � J d W� WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g5 49-46�0 OwnerlContractor on site: Inspeclor. White Copyllnspector's File Canary CopylSite Notice � —� / � DATE TIME CITY OF ORONO CALLED IN � i d�/ s� INSPECTION O�tT1ICE ,ry �j � SC�HEDULED — �— � PERMIT N�v�-3—v`OvyOMPLETED ADDRESS ��� /� L��� OWNER TEL�PHONE NO.��OZ"3�5 '� CONTRACTOR �� .� �; DESCRIPTION ��� /�I�L�� O�'C� � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q �„POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL p TREE REMOVAL Z ❑ INSULATION � WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT "i ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNbATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � r� a l�arw►s �- ��baT n�r a�� -. J -� O . � I-► n6S�. /it�4//,as �✓rH.) �-- tC�•e r ' V� 1O, \ � ` / Q rnlltN't�t�n. Cle4v��'�C�S �a� (�e�7�r✓ � 2 � CO{ I�¢G'� �- OL� �— ,2.1b 4✓ W � � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE ��ftFiECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca r�-r�ext.inspection 24 hours in advance. (952� 249-4600 OwnerlC tractor on site: r r� r, Inspector. ` White Copyllnspector's File Canary CopylSlte Notice S jz-� TIME �/ CITY OF ORONO c �� �/ INSPECTION T Ey� SCHEDULED � �. D� PERMIT NO.L�CJI��Z COMPLETED ADDRESS �1�"�� �-utC OWNER TELEPHONE NO.��z 3��I loS�o CONTRACTOR �; DESCRIPTION /C� /" ��� � � ❑ FOOTtNG ❑ LUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL MECHANICAL RI ❑ LAKESHOREM/ETLANDS y ❑ FRAMING 0 CHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � � J � �� i ., � O r , � � ` � �'�- W � Q � /_ W � ��, I ; , � �G r� �� W - � J a � W ORKSATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ❑C RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pH0T0 TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑ STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hour�in advance. (g5�') 249-46�0 OwnerlContractor on site: � � Inspector. � "��'� White Copyllnspector's File �' Canary CopylSite Notice DATE TIME ✓ CITY OF ORONO CALLED IN INSPECTION N IC / SCHEDULED J/`�►`� PERMIT NO. �`�'� COMPLETED "� ADDRESS � OWNER TELEPHONE NO. CONTRACTOR �; DESCRIPTION � / � � ❑ FOOTING ❑ PLUMBI NAL ❑ EXCAV/GRADING/FILLING Q ❑ P RED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y RAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER flEMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W � J O � , � � � '� � . � � W � Q � 2 W � W � j a W� RK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN O CITATION ISSUED ❑STOP ORDER POSTED.CALLINSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours i advance. (952 9-46�� OwnerlContractor on site: inspector. White Copyllnspector's File Canary Copy/Site Notice � ✓ (/� CITY OF ORONO CALLED IN �( y���" �s�� INSPECTIQ��O,, I E SCHEDULED S.�'� _�1�� PERMIT NO.���� � '��COMPLETED ADDRESS � ��� Q-�� � � OWNER TELEPHO�lF�NO. �P�2-3�� '�S�0 CONTRACTOR �-�--P ��,�- 1�''''��f �; DESCRIPTION n ��� � W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FI�LING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORFJWETLANDS � ❑ ,9,MN ❑ MECHANICAL FINAL ❑ TREE REMOVAL ❑ INSULAT ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT "� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � w a � J O �. � O � W � Q � 2 W � W � � GW WORKSATISFACTORY:PROCEED ❑PROJECTCOMPLEfE � ❑ ECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ I NSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 urs in adva � 249-460� OwnerfContractor on site: Inspector. White Copyllnspector's File Cenary CopyfSite Notice :� C (� DATE �r TIME /V CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED Lsl��� � PERMIT NO. � ��'��D�COMPLEfEO ADDRESS � g� �c��Z2f�� �'^� OWNER TE�PHONE NO. �4�a ��G� CONTRACTOR �� � DESCRIPTION ���IG�'�7�L7� ��— lu ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q 0 FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT Q 0 DEMO-SITE � SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL � ❑ PLUMBING RI ❑ SEPTI FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU: YES_NO � COMMEN . � �r�.�4 w�. 1 N-�IGA_ /� .li����� Q ��r�vlL'1� a/�'15G/�. �etLe�E'�'�vL �rta!�K v '' 6�L�c.�� O. �. �i�s� ��/S -��c✓��(�sf T�" � 0 � - � �ofi f�� Q ��i H � 4 SD�Ct�I S�e Q � IJ \ �,.� �h. I�U� � e — < e� ,b ��� w rov�Q.a,i�ul�ebtib� �f � �'s J . oc�r � �ces� �,p/���f 6�— �rr��I���Q�/ j GW ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � �6ARRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ��O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. I Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. ►�- White Copyllnspector's File Cenary CopylSite Notice C�� / ` / DATE TIME CITY OF ORONO CALLED IN ,(� �r����.,��,� � INSPECTION NOTICE SCHEDULED �o=1-d-=��— �J; � PERMIT NO..�Z0�.3-�l�J�o�-'COMPLETED ADDRESS �ri l� ' ` (..w"� OWNER TELEP NE NOY��` J�S'� CONTRACTOR � lawh��''Llh/J � DESCRIPTION � C��� i��"'C ty� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURE WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOU ATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ R ON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ AMING ❑ MECHANICAL FINAL ❑ PROGRESS � INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT J INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � � O � � O � W � Q � 2 W � — W � j d W ❑WORK SATISFACTORY:PROCEED OJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ IS UE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advan 952) 249-4600 OwnerlContractor on site: Inspector. White Copyllnspector's File Canary CopylSite Notice � DATE TIME � � , CITY OF ORONO E� INSPECTION NOTICE SCHEDULED �L��7 PERMIT NO....Jf){�" ���Z.COMPLETED ADDRESS Z�� V ��� � i ►'1� �}'l1� OWNER TELEPHONE NO. � �Z"��1 �-S7� CONTRACTOR �► ����' >`; DESCRIPTION � �� � ►� , � ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ S IC INSTALL ❑ FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU: ' YES_NO � �p�"��4%�— �:i��_ �,�� -. a - ao - �S— Q// Qpefit�✓►e�G AC rI row�,s � /�fvv�p,! tr ;^, e /�S �ft6t�ft.� !�/c j Ofr r,pC pp r r�r G i � �o C ��•a3 �i � lt�/+f .w. � ` � �O(II.�iR �/• � d �'� 7C 4Gt- J � t /' M �i IfC ��t- ° (� P/c���o�e c4rp�t r�nnei � /�to..�f,��.=., co� � p �o""P Y`KS rL���s Q //1�'� *S�'����� �!"ti/V.L V � � V � 2 Go�r.-��F .� �t s( -�o.� ro��Dc�-�v� W � ^ � F� . /w.-� �oZO/ -00 � CO✓v wl%�o.�.., �'c�v� . d � .�L p�i�.,...� W ❑WORK SATiSFACTORY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT �- CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN �NSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �JSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952 j 249-4600 OwnerlContractor on site: Inspector. �� W ite opylinspector's File Canary CopylSfte Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. )(`jj_5-'CjV)L COMPLETED u, ADDRESS IL-CaG Q'Y60 OWNER TELEPHONE NO. CONTRACTOR >: DESCRIPTION ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS ti ❑ FRAMING ❑ MECHANICAL FINAL Q El TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWNEWCONTRACTOR TO MEET YOU:_YES_NO COMMENTS: LU cc 0 cc 0 U_ W cc Q z W W CC j d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE Qc ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 11STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. m L I (TVA White Copy/Inspector's File Canary Copy/Site Notice �1!/� r �� !�/ �1 ' ` DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED "-�� PERMIT NO. 2C�13 -• ('�L052— COMPLEfED s �{ ADDRESS Z-� V �� �� �-- OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION I"1�� �� �� J� Tl--�1�d � t� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ P OGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLA ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FO�LOW-UP W AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO v�i COMMENTS: � W a o �6���� � ,� �� ���u.�.� � ,� e � t�G� l'� c J �"p� � � �� [ c� ( "YI 0 `r �C�d�� G'i CJ�o (o W � Q � 2 W � W � j W ❑WORKSATISFACTORY:PROCEED OJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � G CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CWERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL REfURN ❑ STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED C� INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-460� OwnerlContrac n site: Inspector. White Copyllnspector's File Canary CopylSite Notice Christine Mattson From: Adam Edwards Sent: Friday, August 07, 2015 4:37 PM To: Christine Mattson Cc: Melanie Curtis Subject: RE: 2690 Caroline Avenue/#2013-01052 Chris, I've reviewed the subject as built and have no issues. An inspector should conduct a site visit to ensure that it accurately reflects current conditions on the ground. I do note they used 24.9%of the 25%a hardcover they were allowed. Adam From: Christine Mattson Sent:Thursday,August 06, 2015 1:36 PM To: Adam Edwards Subject: 2690 Caroline Avenue/#2013-01052 Adam, We received an as-built survey for the property addressed above. Please review and provide comments. Thanks! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway Orono MN ; 55356 (physical address) PO Box 66 `; Crystal Bay :', MN : 55323-0066 (mailing addressJ `�' 952.249.4620 ': � 952.249.4616 � cmattson@ci.orono.mn.us `; � www.ci.orono.mn.us Summer Office Hours: (Monday, May 18 through Friday,August 28,2015) Monday-Thursday: 7:30 am to 5 pm Friday: 7:30 am to 11:30 am OUR OFFICE W/LL BE CLOSED: Monday, September 7, 2015 i