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Home My WebLink About2008-00142 - new structure � « . CITY OF ORONO PERMIT NO.: 2oos-oo142 �t 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 10/09/2008 952 249-4600 FAX: 952 249-4616 ADDRESS : 520 NORTH ARM DR PIN : 06-117-23-31-0005 LEGAL DESC : VICTORIA ESTATES : LOT 003 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 1,055,366.00 NOTE: SEPERATE PERMITS REQUIRED:PLUMBING, MECHANICAL,SEPTIC,FIREPLACE, LAWN IRRIGATION,OTHER , WELL(STATE),ELECTRICAL(STAT'E) WETLAND COVENANT&BUFFER DOCUMENT ISSUE TO BE RESOLVED BEFORE CO APPLICANT pERMIT FEE SCHEDULE 6,180.75 GEROLD BROTHERS CONSTRUCTION INC. pLAN REVIEW 4,017.49 PO BOX 128 NEW PRAGUE,MN 56071- STATE SURCHARGE(VALUATION) 522.15 (952)75&2842 TOTAL 10,720.39 Minnesota State License#: 1115 OWNER PELLIZZER,TIMOTHY 520 NORTH ARM DR MOLJND,MN 55364 AGREEMENT AND SWORN STATEMENT 1'he work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit 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 governing this type 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 construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with th State Buildin Code.This permit may be revo d at any time for due c �vi iG 6i i �` p icant Pe itee Signature Date Issued Signature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DES BED ABOVE. � � 'v 1 i f ��,;,� e>�-r�ati� DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04 (see following page) to review private data on yourself. 6. Your full name is required to process this application or permit. �" ��\�U��\v� ��r� �� I I � �' . , j �%� , First J Middle Last _� �� - �) ��; �>r �1 ��.��r�'� Address ,- � ,- ,-;• .- -- ._ �_�'1��''t'��7' �'�� i�1 �5.� f% �/ /� �? `/�� ..i City State Zip Phone I, 'der�and my 'g�s as stated above. � �'� , � � � � �,�i''gnature� i 9 � Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subdivision 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd. 2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a) the purpose and intended use of the requested data within the collecting state agency, political subdivision, or statewide system; (b) whether he may refuse or is legally required to supply the requested data; (c) any known consequence arising from his supplying or refusing to supply private or confidential data; and (d) the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue mav place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd. 3. Access to data by individual. Upon request to a responsible authority, an individual shall be informed whether he is the subject of stored data on individuals, and whether it is classified as public, private or confidential. Upon his further request, an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and, if he desires, shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning, the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making, certifying, and compiling the copies. The responsible authority shall comply immediately, if possible, with any request made pursuant to this subdivision, or within five days of the date of the request, excluding Saturdays, Sundays and legal holidays, if immediate compliance is not possible. If he cannot comply with the request within that time, he shall so inform the individual, and may have an additional five days within which to comply with the request, excluding Saturdays, Sundays and legal holidays. Subd. 4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right, an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a) correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete 10 . . Total Fee: $ /�, 7�� 3 9 Date Received: " �� Entered By: -T Permit#: _DD l CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) ------------------------------------------------------------------------------------------------------------------------ THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR JOB SITE ADDRESS: ��L� �C F2.t I� I��2 u'VI t7✓� i I!� 7�P: ��i 3Cv�/ Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ NO If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service wil/be required unless applicant demonstrates su�cient on-site parking is available. Non permitted events will not be allowed. '7'"I Wlo rl{L; I��L�-I ZZ�� `r5� NAME OF OWNER: PHONE: (home) �T� — ��Z 3 (work) �� - 3��d1�� MAILING ADDRESS: �c �c��.�� f�wl D2 CITY: �y,��p ZIP: �� CONTRACTOR: �;��,;� i�_,12pS, GC)lu S T",,,L).`C��, PHONE: y�oZ-71-J-�-�� CONTACTPERSON: �7�y{,�� F��►� MOBILE/PAGER: q��-.a9o-- �r�3p MAILING ADDRESS: � ,gt;� !Z�„ CITY: N�= R2,�;wc, ZIP: S�7I STATE LICENSE: # r!f � EXPIRATION DATE: 3%�i %Z� ARCHITECT/ENGINEER: PHONE: �Z .. T�33�?!0 � MAILING ADDRESS: ��;�k�T 3��, ;�.�� ;�'� ITY: ZIP: 5 NAME:� d�i,�ti; ,�G;;,a� REGISTRATION: # � --- ¢- TYPE OF WORK: New Home �_ Addition Accessory Structure (� Move Home Remodel/Alteration(i.e.:Siding,Windows) � ` `::Siri�c�u��tl� nt��i�r�nlcl�t n�cn�rc�c�uii�� ,��1C'l�'D Re��ie�r u»rll'c�rrni!! PROPOSED WORK(describe in detai�: (�p�;;Y�i,�;iu t� �i= Ni�(�: i-�oL�i/)� � ri1JiSH , h� �'�'r'�9T �� 0 t-,n W�t:i 3.:�F��'� � STORIES:�_ SQ.FEET OF EACH FLOOR: 2i7� �c� �� NO.OF BEDROOMS:_� GARAGE STALLS: ATTACHED�_ DETACHED_ J . ESTIMATED CONSTRUCTION VALUATION(excluding land): $ /�b��i� 3� � 5 n I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; � that the work will be in conformance with the ordinances and codes of the City and with the State Building Code;that I understand this is not a permit and wark is not to start without a permit;and that the work will be in accardance with the approved plan. APPLICANT'S SIGNATURE: �';�-� „5.., DATE: � /� O 31 Sec.13.04 RiGATS OF SUBJECTS OF DATA Subd.1. Type of data. T'he rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2.Information required to be given individual.An individual asked to supply private or confidential data conceming himself shall be informed of. (a)the pwpose and intended use ofthe requested data within the collecting state agency,polirical subdivision,or statewide system;(b) whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or eMities authorized by state or federal law to receive the data 7'his requirement shall not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The cottunissioner of revenue may�lace the notice reguired under this subdivision in the individual income tax or�oeriv taat refund instructions instead of on those fomis. Subd.3.Access to data by individual. Upon request to a responsible suthority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be infonned of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. T'he responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The re5ponsible authority may require the requesting pe�son to pay the actual cosis of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivisioq or within five days of the date of the request,excludmg Saturdays,Simdays and legal holidays,if immediate compliance is not possible.If he cannot comply with the request within that time,he shali so inform the individual,and may have an additional five days within which to comply with the request,e�ccluding Saturdays, Sundays and legal holidays. Subd.4.Procedure when data is not accurate or complete.An individual may contest the accuracy or completeness of public or private data concerning himself.To exercise this righ�an individuat shall notify in writing the responsible authority describing the nature of the disagreement.The responsible auUwrity shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipienu named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. T'he determination of the responsible suthority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In acxordance with M.S.13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request for a petmit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential infortnation. You are notified that: 1. The information you furnish will be used to determine your qualificaUon for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the e�ctent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve,some information may become public. 5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself. 6. Your full name is requited to process this application or permit. �1�4�ID `'b , �'��DG� � First Middie I.ast ��fD� E, UI��„� � �-� Address ��1��z�� v1.�., ��t 9�a -z��'��z c��y sah z� reo� I und tand my rights as stated above. � �� Signa re 33 ' CHECg OFF LIST FOR ISSUANCE OF PERMITS � FOR OFFIC USE ONLY ADDRESS OR LEGAL: � �,� � PID: . DESCRIPTION OF Gi'ORK.• _ ��/ /-J�,Ur�_��,j�� f c�./ ZONINGREifIEWBY.• DATEAPPROi�ED: '�� .3 G�' SUILDING REi�IER'BY.• � � DATEAPPROTtED: j� � —. 3 _�� FEES TO BE CHARGED: Misc. Fees Calculated By: PERIVIIT Yes :/� No PI'`��E� �'�s � No SEWER CONNECTION STATE SURCHARGE Yes l/ No WATER CONNECTION WVESTIGATION FEE Yes No �- PARK FEE SAC Yes No � SITEINSPECTION Number of SAC Units �� ,�,-�y� OTHER (spec�) ZONING CHECK LIST Zoning District: _ –�� Fire Department: Post Office: School DistricT: Lot Area: Sq.ft. • Acres 2, Width Depth Survey Submitted.• Yes � No Date of Survey: �/ �S Q� Proposed Setbacks: z�� .� r�.{� `j,�/� //(]� �i'tj�f;�d� ��roFro��; , RZght Side: �� q _ �Gl'15/CG¢rQC� ' S� , �P�-�h�.�C� Rear(Street): -`�`�r 3 befE Side: 3 Q � �G�� <'(/GI Sty/�//?fj I/�'X�S�t�C� J � ��M��h Adjacent Structures: !�C� � Wetland: �� ft� t�cJ�ih�shf,h� � ��X�sh��y s i ,��yti�ic-� ��.nc�� %a�shc�-� ��,�-e BuildingHeight: Def. Hgt. ,?j � Se�ncK l.�v� �¢ ��,/Cc Sl Peak Hgt._'�2. � � /S � Lot Coverage:_ {� �- ��M � Grading: StaffApproval Date: By: Council Approval Date: �� I�f�� Septic: StaffApproval Date: C `J " gy. ! _ �( �-- _i�L1� h�f�P Zoning File; # Resolution: # h �� Resolution Date: � �� . � Shoreland District: MCWD Permit: ! tJ Av . Setback. g _ '� BluffSelback: %'1� LotCoverage: � Hardcover: 0_7S� O�5f Prop�ed 75-250' /� 250-500' ,?� S 3 % ,-�v% 500-1000' �p� �v"� "�f. 7:�`��'" ��-� Hardcover i�ariance Reguired.� 3'es No D te of Council,4pproval: KEMARKS(in house): GIYI S vrv�.� t-�,t�� l�t-� �sf �I��.�- U 33 � A��cc.��2 c� bY v��h U Z � T � �•P G� �/L�c°S��w�N(�� G� V►'�� /r � (.i.t n C�(.��.. /'c.+�f a�� r � 3 /L �� ZS G - sUo Z �e J. 7 -- z x �- � �i�s�-�r��- -�- / Zr1 2 � � B UILDING REVIEW CHECg LIST . UBC: �� CONSTRUCTION TYPE: V� Sg Footage �'Per Sq Ftg Basement x = 1 st Floor x = Znd Floor x = Garage x = x = TOTAL � Estimated Construction Value: $ I� �S�. 3b 6 4-J Inspections Required: Work Requiring Separczte Permits: Site ✓Plumbing Fire Hardcover Removal �tl�echanical Water Connection ✓Footing �Septic Sewer Connection �Framing :% Fireplace _�Lawn Irrigation r/Insulation (Masonry) �ther Wall Board r/(Mf�.) �Well(State Permit) ✓ Final Grading/Filling _�Electrical(State Permii) Other nENraxxs��v.��ovsE�: REVIEW BY OTHERS: DATE: Access: Existing New Access flpproval: Date By: REMARIiS T'O BE NOTED ON PERMIT): l,<1��7,�c� �c�e�v�z,n�' 4- (�-=1-�-�- ��c�v�.�� ;�� I e; b�. �r Q��,.��cl ��, -r C C3 . �- ��F, �OO �s �-�-' �-eir��iv� _ �s �� ,.,� �s 4- t� l�s�►^e-- i� -� � n,,r � fss� cl. �(C.eck v��s� � 1 �,��- �'r'"�' a�� 34 11/13/2007 RE: 520 North Arm Drive Melanie, Attached are the site plan and massing elevations showing existing and proposed grade at the new house We propose to use a plank floar for the garage slab because of soils and wall heights this question the applicant is asking is whether the area under can be accessed for storage from the outside if it is not connected to the basement. The final buffer profile will be submitted at time of permit Call me with any questions 952-470-9750 or email bnowak c'LDsharrattdesign.com Thanks, Brian Nowak Rug 11 2008 9: 41RM HP LRSERJET FRx 952-469-3506 p. l � To: City of C}rono Planning Dep�rtcnent 2750 I�elley Parkway Qrono,MN 55356 From: Connie Piepho and Steve Bren 544 North Arm Uriv�,()rono,A�#N 55364 Date: August 8,2008 R.e: Site review of building plan We have nwiewed Timothy Peltizzer's plans(see atta�ched)to r�tnuld the home at 5�0 N�Arm Drive. Th�ca�e�rt hom�e si� in front of the avexage lak3e set b�ck line.We acknowledge that t�propo�d home also sifs in.fra�nt of the average lake set back line. VVe have discussed#he plans with TimoYhy Pelliaer and approve the location of the reci�.wetopment pi�ans as they do not interfcre with o�u lake and wetlaand views. Sincerely, � . � + . 3ignature: Ccmnis Foipho Data: �� • �� Signature: St�eve Bren . � � Date:�� O � Rug 11 2008 9: 41RM H? LRSERJET FRX 952-469-3506 p. 2 ' , . • To: City of thono Planning Department 2750 Kelley Parkwap Orono,MN 5535�5 From: Tom and Sae Wanner 450 North A,rm I�rrive, C}r�ino,MN 55364 D�te: August 8, 2008 Re: Site review of building glan We have revi�wed Timathy�'�lliazer's ptans(see a�bnched}to rebuild th�home at S20 North Arm Drive,Umno,MN. The current hame s's in front of the average lake set back lin,o.We acla�owledge thst tt�e propased hame alsa sfts ia frarn of the avem�ge latca s� back line. We h�ve 8i�u�1 the�lat��witi�Tim6thy Peilizzer�d�ave tti�loc�tiori of th� redev�lopment plans�s tl�ey do nat interfere with our lake aad wetland vi�ws: 3incexely, S��g�:To�Wa�r � Da�:��.'d, Signabu�e: Sue Waaner Date: � �� 520 NORTH ARM � BASEMENT ORDINANCE CALCULATION 11-10-07 EXPOSED BASEMENT TO FIRST FLOOR WALL 6' OR LESS OTHER WALL 22 16 18 3 20 24 18 20 5 28 26 14 30 11 2 11 24 7.5 20 33.2 185.7 167 totals Aggregate Makg-Up A,ir Alternative and Ventilation Documentation ,, ' ' � (Can be Used as a Supplement to Permit Application) Bid Address: 520 North Arm Drive Date: 8/11/2008 Ci : Orono �ip Code: 55364 Completed By: Dave Gerold Co. Name: Gerold Brothers Construction, Inc. Path 1, Aggregat,e Alternative Exhaust Devices CFM Space Heater: Not Applicable Clothes Dryer 150 Water Heater: Not Applicable Kitchen Exhaust 600 Gas Hearth: Sealed Combustion Master Bathroom 100 Solid Fuel Hearth: Closed Controlled 1st FI Bathroom 80 CO Alarm: Not Required 2nd FI Bathroom 80 M2tke-Up Alr Requirements Central Vacuum None Largest Exhaust Devices Dryer Kitchen Total Other Exhaust Capacity 150 600 0 750 Path 1 with closed controlled hearth. Passive opening to match dryer exhaust. CO alarm required. Verify this Path 1 exception with local code official. Distribution CFM Passive Infiltration 17� Passive Opening(s) Rigid Flex Direct 390 10 11 9 Powered Make-Up 185 Venfitation Minimum Required Sq. Ft. Bedrms Total Ventilation People Ventilation Supplemental Ventilation ------ ------------- ---- - ---- --- — 8774 5 439 90 349 People Supplemental HRV or ERV 1 90 cfm. HRV or ERV 1 450 cfm. Master Bathroom 0 cfm. �1llaster Bathroom 100 ofm. 1 st FI Bathroom 0 cfm. 1 st FI Bathroom 80 cfm. 2nd FI Bathroom 0 cfm. 2nd FI Bathroom 80 cfm. 08/15/2008 09:27 FA% 9527587002 STASNEY MECH f�001/001 > , . ., ' _ STASNEY MECHANICAL INC I574 3�AVE SW STE. 2 NEW PRAGUE,MN 56471 Phone(952)-758-7040 Fax(952)-758-7002 STASMECH@BEV COMM.NF,T AUGUST, l S/2008 TQ:Dave @ GBC Pulzer job RE: Geothermsl Eqaipment 2) 10-�on Hydronic Econar Heat Pamps#E1-21101 1) !ZO Gsllon buffer tank#M2-0304 S}Hydroaic Air Handler'e w�th resiatance heat#60CWA1SKW 2)HRV EzcLanger's,b�la�ced systcm 30o C F W1 �E�� Permit# Permit Date REScheck Software Version 3.7 Release 1 a Compliance Certificate Report Date:08N 3/08 Energy Code: 2000 IECC Location: Orono,Minnesota Construction Type: Single Family Glazing Area Percentage: 29% Heating Degree Days: 8037 Construction Site: Owner/Agent: Designer/Contractor: 520 North Arm Drive Tim Pellizzer Dave Gerold Orono,MN 55364 520 North Arm Drive Gerold Brothers Construction,Inc. Orono,MN 55364 PO Box 128,1409 East Main Street New Prague,MN 56071 952-758-2842 gerold@bevcomm.net � e � � ..• . • . � - � � -. � ' . • ' . • . �.. Ceiling 1:Structural Insulated Pane�s(SIPS): 4636 40.0 121 Ceiling 2:Raised or Energy Truss: 671 19.0 29.0 13 Wall 1:Structural Insulated Panels: 3649 24.0 84 Window 1:Wood Frame:Double Pane with Low-E: 1301 0.250 325 Door 1:Glass: 492 0.250 123 Wall 2:Wood Frame,16"o.c.: 2618 19.0 1.2 154 Basement Walt 1:Solid Concrete or Masonry: 2693 0.0 10.0 154 Floor 1:Slab-On-Grade:Heated:,Insulation Depth:6.0' 397 10.0 272 Heat Pump 1:Air Source:12 HSPF,20 SEER Heat Pump 2:Air Source:12 HSPF,20 SEER Complrance Statement:Statement of Compliance:The proposed building design described here is consistent with the building plans.specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 3.7 Release 1a and to comply wi[h the manda[ory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date _. __ . .. . _ Page 1 of 1 ! CASEMENT WINDOW PERFORMANCE RATINGS � � � � ��„ � � .� . . _"�' 3� .. ; . T ._e.._.r...... Product Type Glazing Type Spacer Gap Fill 1 Gap Fill 2 'U-Factor Res SHGC(max) VT(max)� ___ __. , � Casement Double Clear Standard Air - 0.49 0.52 0.53 i Double Clear Standard A�gon - 0.47 0.52 0.53 � HP1 Standard Air - 0.37 0.29 0.47 I { HP1 Standard Argon - 0.34 0.29 0.47 � HP2 Standard Argon Air 0.28 0.26 0.42 I HP3 Standard Air Ai� 026 0.24 0.37 � HP3 Standa�d Argon Argon 0.24 0.24 0.37 I HP7 Thermal Edge Argon - 0.33 029 0.47 ; HP2 Thermal Edge Argon Air 0.27 0.26 0.42 � HP3 Thermal Edge Argon Argon 0.22 0.24 0.37 ( Double Sun 240 Standard Air - 038 0.25 0.29 I Double Sun 240 Standard Argon - 0.36 0.24 029 � Triple Sun 240 Standard Air Air 0.31 0.22 0.27 � Triple Sun 240 Standard Argon Air 0.29 0.22 0.27 Triple Sun 240 Dual Low E Standard Air Air 0.26 0.78 0.23 Triple Sun 240 Dual Low E Standard Argon Argon 0.24 0.18 0.23 � Push Out Casement Double C�ear Standard Air - 0.46 0.61 0.64 I Double Clear Standard Argon - 0.45 0.61 0.64 HPt Standard Air 0.33 0.33 0.56 i HP1 Standard Argon - 0.29 0.33 0.56 HP2 Standard Air - 026 0.30 0.51 � ; HP2 Standard Argon - 0.24 0.3� 0.51 ' I HP3 Standard Air - 022 0.28 0.45 -- - � HP3 Standard Argon - 0.19 028 0.45 HP1 Thermal Edge Air 0.32 0.33 0.56 HPt Thermal Edge Argon 0.29 0.33 0.56 I HP2 Thermal Edge Air = 0.25 0.30 0.51 HP2 Thermal Edge Argon 0.23 0.30 0.51 NP3 Thermal Edge Air - 0.21 0.28 0.45 HP3 Thermal Edge A�gon - 0.18 028 0.45 � Triple Clear Standard Air Air 0.33 0.55 0.59 Triple Clear Standard Argon Argon 0.31 0.55 0.59 Double Sun 240 Standard Air - 0.33 0.21 0.31 Double Sun 240 Standa�d Argon - 0.30 0.20 0.31 Triple Sun 240 Standard Air Air 0.27 0.19 0.29 Triple Sun 240 Standard Argon Argon 0.24 0.18 0.29 Triple Sun 240 Dual Low E Standard Air Air 0.22 0.17 0.25 � Triple Sun 240 Dual Low E Standard Argon Argon 0.19 0.16 0.25 " Fixed Casement Double Clear Standard Air - 0.46 0.61 0.64 c i Double Clear Standard Argon � 0.45 0.61 0.64 HPt Standard Air 0.33 0.33 0.56 i HPt Standard Argon - 0.29 0.33 0.56 �� ; ' HP2 Standard Aii Air 0.26 0.30 0.51 � � HP2 Standard Argon Ai� 0.24 0.30 0.51 HP3 Standard Air Air 022 0.28 OAS HP3 Standard Argon Argon 0.19 0.28 0.45 `' HPi Thermal Edge Air - 0.32 0.33 0.56 -- - � HPt Thermal Edge Argon - 0.29 0.33 0.56 HP2 Thermal Edge Air Air 0.25 0.30 0.51 HP2 Thermal Edge Argon Argon 0.23 0.30 0.57 HP3 Thermal Edge Air Aii 0.21 0.28 0.45 HP3 Thermal Edge Argon Argon 0.18 0.28 0.45 A$p �� Triple Clea� Standard - - 0.33 0.55 0.59 Triple Clear Standard - - 0.31 0.55 0.59 --------- Double Sun 240 Standard - - 033 0.27 0.31 - Double Sun 240 Standard - - 0.30 0.20 0.31 Triple Sun 240 Standard Air Air 027 0.17 0.29 I Triple Sun 240 Standard Argon Air 0.24 0.17 0.29 � Triple Sun 240 Dual Coating Standard Air Air 0.22 0.15 0.25 � Triple Sun 240 Dual Coating Standard Argon Argon 0.19 0.15 0.25 � � � I � � � I I � I . _ �_.-_^ ; PERFORMANCE DATA SHEET—USA � Preduct Model Operetion Finish Width Height DP label Data Wind Zone _ . ;inehesj . .:che-I Casement Standard' Clad 35 7/16 70 7/S 65 C�65 900x1800 �� Standard` Non-clad 35 7/ib 70 7/8 60 C-C60 900x1800 Standard Fixed Clad 78 3/4 63 40 F-HC40 2000x1600 Standard Fixed Non-clad 941/2 63 60 F-C602400x1600 Casement Push Out Multi Point Clad 23 5/8 591/16 55 C-R55 600x1500 � Push Out Mulli Point Clad 35 7/16 70 7/8 30 C-C30 900x1800 Push Out Clad 23 5/8 47 1/4 45 C-R45 600x1200 Push Out Clad 35 7/16 70 7/8 35 C�.C35 9W�c1800 Push Ou[ Multi Point Nomclad 23 5/8 591/16 55 C-R55 600x1500 � � Push 0ut Multi Point Nontlad 35 7/16 70 7/8 30 C-C30 900u1800 � Push Out Non-dad 23 5/8 47 1/4 45 C-R45 600x1200 ' Push Out Non-clad 35 7/16 70 7/8 35 G-LC35 900x1800 Casement StormForceT"IP-C�nissile Clad 35 7/16 70 7/8 60 C-C60 900x1800 Wind Zone 2 I StormForceT"IP-C-missile Fixed Clad 941/2 63 60 F-C602400x1600 WindZone2 StormForce*"'IP-C�nissile Non-clad 35 7/16 70 7/8 60 C-HC60 900x1800 Wind Zone 2 StormForceT"'IP-C-missile Fixed Non-clad 941/2 63 60 F-C602400x1600 WindZone2 � StormForceT"IP-D-missile Clad 35 7/16 70 7/8 60 C-C60 900x1800 Wind Zone 3 � StormForceT'"IP-D-missile Fixed Clad 94 V2 63 60 F-C60 2400x1600 Wind Zone 3 � � �� :, � � � � ..� •.�`� �.. ��,:-a _ _ ___._...___________, product McdPl Operation Finish Height DP l.abel Data Wind Zone Tv�� (inches) Awning Standard` Clad 471/4 393/8 60 AP-C601200x1000 � � Standard* Non-clad 471/4 393/8 55 AP-0551200x1000 Standard Clad 63 393/8 35 AP-C351600x1000 —_—____�_��._. Awning Push Out Multi Point Clad 47 1/4 31 1/2 55 AP�C551200x800 Push Out Multi Point Clad 591/16 31 1/2 45 AP-LC45 1500x800 Push Out Clad 591/76 31 1/2 55 AP�55 1500x800 Push Out Non-clad 591/16 31 1/2 55 AP�55 i500x800 Awning SrormForceT"'IP-C-missile Clad 47 1/4 39 3/8 60 AP-L60 7200x1000 Wind Zone 2 StormForceT'"IP-C-missile Non-clad 471/4 393/8 55 AP-0551200x1000 WindZone2 SiormForce'"'IP-D-missile Clad 471/4 393/8 60 AP-C601200x1000 WindZone3 s ,,,., . . ;,.:; , . .�:...,,_ � � � __.. .., .,� • � ., .. .- , _;_, , ,. , . ,., „ . I ' Product Model ' Operation Finish Width Height DP ` Label Data �nd Zone _ .. , I (mc.es) (�^c -`, Picture/ Standard` Clad 941/2 82 71/16 50 F-050 2400�100 --- -- - Direct-set Standard• Non-clad 941/2 591/16 50 F-0502400x1500 ------ StormForceT"IP-C�nissile Clad 941/2 8211/16 60 F-C602400x2100 WindZone2 StormforceT"IP-C�nissile Non-clad 941/2 591/16 50 F�502400x1500 WindZone2 StormForceT"IP-D-missile Clad 941/2 591/16 60 F�602400x1500 WindZone3 �i i Product � Model Operetion Finish Width Height DP Label Data ` Wind Zone � �..,��.-� - --. �.�.aCh`es� (.inc�es ._�� Access Standard* Clad 59 1/16 39 3/8 55 AP-055 i500x1000 � Standard'-Unit qualifies as$tormForce^"DP , PERFC7RMG.NC� ��:�:'�"��.��.;;,^;_R Published Design Preswre retings are for comparison purposes only.Real world Significant natural or excessive environmental conditions may result in any conditions dictate that field installed products cannot be guarenteed to meet product being subjec[ed to conditions ouuide of product performance published specifications. expec[ations,making these productr no longer able to withstand future natural or excessive occurrences. Published air/water/structural performance numbers including Design Pressure ratings are representative of test performance of sample products in controlled Performance data supercedes all previous published information and subject laboratory conditions. to change at the discretion of Loewen.Refer to.�.. for updated information. The impact oi shipping,handling,installation,construction conditions,wear and tear as well as maintenance are considered factors outside the control of Loewen. � _ � i , . , , , ��. _ , . __ ._ n ... _ _. ^ ' Mode� Operetion � Finish LVidth Height DP I_a'r.e!Data WindZone � � (�nches) (inches) DouMe Hung Standard Clad 45 3/S 601/4 45 H-R45 1153x1530 � Standarcl Fixed Clad bt 3/8 75 3/16 50 F-HC50 1560x1910 Standard Fixed Clad 693/8 641/4 40 P-LC401762xib32 StormForceT"IP-C-missile Fixed Clad 61 3/8 761/8 55 F-HC55 1559x1934 Wind Zone 2 StormForceT"IP-D-missile Fixed Clad 61 3/8 761/B 55 F-HC55 1559x1934 Wind Zone 3 I � _ ... ,... �. ..�... �<:� ' Mode; E Operation Finish Width `; �. s�a±a WmdZone� (inchesl Sing�eHung SWndard' � Clad 453/8 801/4 55 H-R551153�038 Standard' Clad 453/8 801/4 55 H-LC551753�c2038 Standard* Non-clad 453/8 801/4 50 H-LC501153u2038 � StormForceT"'IP-C�nissile Clad 453/8 601/4 60 H�t601153x1530 WindZone2 StormForceT"'IP-C-missile Clad 45 3/8 801/4 55 H-LC55 1153x2038 Wind Zone 2 StormForceT"IP-D-missile Clad 45 3/8 601/4 60 H-R60 1153x1530 Wind Zone 3 StormForceTM IP-0.missile Clad 45 3/8 801/4 50 H-LC501153x2038 Wind Zone 3 1 � � � -. Modei Op�raticr. Fni;i� . Dp .=�Data WindZon@ Terrace Door Standard Inswing Clad 70 7/8 106 5/i b 20 LWSHD-R201800�Q700 � Standard Outswing Clad 70 7/8 106 5/16 20 LWSHD-R201800x2700 StormForceT"DP Outswing Clad 70 7/8 941/2 50 SHD-0501800x2400 StormForce'"'DP Ouuwing Non-dad 707/8 941/2 50 $HD-0501800�Q400 StormForceT"IP-C�nissile Outswing Clad 707/8 941/2 50 SHD-0501800x2400 WindZone2 StormForceT"IP-C-missile Outswing Non-dad 707/8 941/2 50 SHD-0501800x2400 WindZone2 StormForceT"'IP-D-missile Outswing Clad 707/8 941/2 50 SHD-0501800x2400 WindZone3 �------ s+�., Model Operation Finish Width Height DP label Cata Wind Zon@ (inches ,inchesi French Door Standard Inswing Clad 70 7/8 106 5/16 15 LWSHD-R151800x2700 � I Standard Ouuwing Clad 707/8 1065/16 15 SHD-R151800u2700 � StormForce^"DP Outswing Clad 707/8 941/2 50 SHD-0501800x2400 StormForceT"DP Outswing Non-clad 707/8 941/2 50 SHD-0501800x2400 � ScormForceT"IP-C-missile Outswing Clad 707/8 941/2 50 SHD-0501800x2400 WindZone2 StormForceT"'IP-C-miuile Ouuwing Non-clad 707/8 941/2 50 SHD-0501800u2400 WindZone2 StormForceT"IP-D-missile Outswing Clad 70 7/8 94 V2 50 SHQ-050 1800x2400 Wind Zone 3 1 _ , . , ;:.: „ „ , , :;,,,. . . _- — I . ,, � ,.. w _, . .. P�adel ' Operation Finish �Width Height DP Label Data Wind Zone �che- (inches) --- _ ___._.._.__.. �� Wood Patio SWndard Clad 941/2 85 3/8 35 SD-L35 2400x2169 Door StormForceT"DP Clad 70 7/8 8211/16 50 SD-R501800x2100 ScormForceT"IP-C-missile Clad 707/8 8211/16 55 SD-R557800x2100 WindZone2 - -- StormForceT'"IP-C-missile Nomdad 707/8 791/2 55 SD-R551800x2020 WndZone2 I ___ - ..r� �, . . .. ,_ „ , .� . . � „ �, . ; - . . ,,,, ,:.� .�..�.,� ..: , � . .. .......... • � �Y�' ' Produrt Model Operetion FiniSh Width Height DP ! ��,�;�',�}= WindZone �'�pi,e (ird�es) (ir,ches) French Patio Standard a Ciad 941/2 106 5/16 35 SD-R35 2400x2700 Door StormForceT"DP Clad 941/2 82 11/16 50 SD-050 2400x2100 StormForceT'"DP Non-clad 941/2 8211/16 50 SD-0502400u2100 StormForceT"IP-C-missile Clad 941/2 82 11/16 55 SD-055 2400x2100 Wind Zone 2 StormForce'"IP-C�nissi�e Non-clad 941/2 8211/16 55 SD-C 55 2400x2100 Wind Zone 2 j _� i Standaid'-Unit qualifies as StormForceT"'DP . ;r'vCE GISCLAIMER Refer to page 1. � i � - � _ .... � � Pellizer/Johnson Window Spreadsheet Giass Area Window Model# uan. S IN Total Area 3260 14 1920 26880 2860 7 1680 11760 5496 1 5184 5184 38X32 2 1216 2432 CN 2080(sidelite) 2 2304 4608 26X32 2 832 1664 2864 4 1792 7168 2820 3 560 1680 2872 3 2016 604� 3272 2 2304 4608 3236 18 1152 20736 3281 16 2592 41472 10381 1 8343 8343 3835 3 1330 3990 4036 2 1440 2880 2836 3 1008 3024 2864 3 1792 5376 2424 4 576 2304 3636 2 1296 2592 3240 1 1280 1280 3640 2 1440 2880 9080 1 10368 10368 3224 1 768 768 2848 4 1344 5376 3248 1 1536 1536 2436 1 864 864 2432 2 768 1536 Total Window Area SQ IN 187357 Total Window Area SQ FT 1301.0903 Window"U"Value= .32 Doors 6080 Door 2 6912 13824 3080 Door 11 3456 38016 5496 Door 1 5184 5184 Door14496 1 13824 13824 Total Door Area Sq IN 70848 Total Door Area SQ FT 492 Door"U"Value= .31 . ; . Pellizzer/Johnson 520 North Arm Drive Conventional framing with 2x6 studs 16"oc,25/32 builtrite,R-19 FG insulation Lower Level Length Height Area 26.6 9.09 241.794 3 9.09 27.27 30 9.09 272.7 30 9.09 272.7 20 9.09 181.8 24 9.09 218.16 Total 1214.424 1214.424 Main floor Length Height Area 28.25 10 282.5 38.99 10 389.9 16 10 160 Total 832.4 832.4 Upper floor Length Height Area 28.25 6.66 188.145 38.99 6.66 259.6734 7 7.27 50.89 9 8 72 570.7084 570.7084 Gross framed area 2617.532 SIP covered wall area Lower Level Length Height Area Total None Main & Upper Ftoor Length Height Area 30 13.45 403.5 20 13.45 269 24 18.75 450 20 13.45 269 16 11 176 28.5 19.5 555.75 26 11 286 7 12.66 88.62 14 17.66 247.24 7 12.66 88.62 6.33 13.45 85.1385 3 13.45 40.35 32.5 21.22 689.65 Total 3648.869 �' - � uilding lternatives �nc. -____M_ �n��.�_� �_ . _ � �.� _....._ .___ �_��.........�.�-:. �.__ ; .-._-� _ ._ _ __ ..� _.� Sept 10th, 2008 Project No. 2Q8155 - Brian Nowak 1735 Perkins Lane Maple Plain, MN 55359 re: Peliizer residence, 520 North Arm Dr> Orono, MN, Timberframe Engineering _ Dear Brian, We have reviewed the timb�rtrame portion of the structure proposed according to the drawings and specifications pravided by your office and Cornerstone Timberframes, Mitchell, Manitoba, Canada. We have also corresponded with the structural engineer taking responsibility for the rest of the building, and have reviewed their proposed - connection k�etween the timberframe and the rest of the structure. We find the connection to be acceptable. We also find the final timberframe design to be accept��ble. Please do not hesitate to cantact me if you have any questions or cancerns regarding this project. Best regards, ' .� aF t:1 Building Alternatives Inc. .��6E � ` Q��pO� per: Qa�;��` � °�� .p � T: J_ -, ��` - �C � � � ;,:==- � , - .�. ' .... ......................... z�� t,��° � - Tirr�.J, Kr,�fin, MSc., P.Eng. t` "�� ; cc: file Building Alternatives ina , P.O. Box 22, Anola, Manitoba, Canada RQE 4A0 T: 204.866.3521 F: 204.866.3287 email: timkrahn aemts.net www.bui�dan.com TIMSDREVE:USERS:TIM:DESKTOP:BA ENG LETTER 26�$155.DOC � STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Fy= 36,000 p.s.i. (A36) 46,000 p.s.i. (A500 grade B)for structural tubing 35,000 p.s.i. (A53 type E grade B)for pipes 50,000 p.s.i. (A992 grade 50)for wide flange beams Reinforcing Steel Fy= 60,000 p.s.i. (A615 grade 60) Concrete F'c= Compressive strength in 28 days 3,000 p.s.i. for footings 3,500 p.s.i. for interior slabs on grade 4,000 p.s.i. unless noted DESIGN LIVE LOADS Roofs 50 p.s.f. ground snow load Typical Floors 40 p.s.f. Basic Wind Speed 90 m.p.h. (3 second gust) DESIGN CODES- LATEST EDITIONS Intemational Building Code Minnesota State Building Code American Institute of Steel Construction American Concrete Institute CRSI Manual of Standard Practice American Welding Society Standards for Welding as modified by A.I.S.C. specifications American Institute of Timber Construction National Design Specifications for Stress-Graded Lumber and its Fastenings National Concrete Masonry Association SOIL BEARING DESIGN VALUE 2,000 p.s.f. on undisturbed soil or compacted fill for footings. Bearing value to be verified by a geotechnical engineer. COORDINATION -ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS Location, dimensions and details of recesses, depressions, openings and equipment supports shall be verified by reference to architectural, mechanical and electrical drawings. TEMPORARY BRACING Provide temporary lateral support for all walls until walls are adequately braced by floor or roof structure. Provide required temporary bracing for structural steel until permanent bracing and walls are in place. FOOTINGS Wall footings are cast-in-place concrete with continuous reinforcing placed 3"clear of bottom and sides. Provide 40 diameter lap at all splices and full crossing lap at corners and intersections. � Unless otherwise noted, wall footings are centered under walls and column footings under columns. Footing elevations shown on plan are to top of footing. Footings for walls, unless otherwise noted, shall be 10"thick with a minimum projection of 4"each side with 2-#5 continuous. SLABS ON GRADE All slabs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered in slab. All stair slabs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered in slab. POURED CONCRETE WALLS Unless otherwise noted on plans or sections, reinforce poured concrete walls with#5 verticals at 24"on center inside face and#5 horizontals at 24"on center inside face. Provide#5 x 4'-0" (2'-0" each leg)corner bars at 24"on center, horizontal reinforcing, at corner of wall with 3-#5 vertical support bars. All wall openings larger than 12"shall have 2-#5 all sides of openings. Extend reinforcing 2'-0" beyond each edge of opening. Wall reinforcing is continuous through columns. PRECAST CONCRETE UNITS The design of all precast concrete units shall conform to A.C.I. 318-83. Prestress units must sustain the loads indicated in addition to all other dead loads. Plank shall be prestressed hollow-core slabs, proportioned for the loads noted on the drawings. Upon installation, plank shall be essentially past the effects of deformation due to creep, and shall have camber not over L/360 of the span. Such camber shall be uniform from plank to plank. All headers at openings in precast shall be furnished by the precast supplier. Place mechanical openings, not shown on plans, between webs in the precast plank units. Submit complete shop drawings to architect for approval, showing the erection plan, all bearing conditions, and anchorage details. Calculations certified by a professional engineer will be required for precast units and anchorages. STRUCTURAL STEEL All structural steel shall be designed, fabricated and erected according to the American Institute of Steel Construction (A.I.S.C.)standard specifications. Structural steel supplier shall supply all cap plates, bearing assemblies, base plates, stiffeners, splices, connections and shall design same unless noted on drawings. All welding shall be done using the shielded arc process using E70 electrodes in accordance with the rules of the American Welding Society(A.W.S.)Structural Welding Code. All welders shall be certified using the rules of the American Welding Society. DIMENSION LUMBER Dimension lumber shall be No. 2 hem Fir or equal for joists, beams and headers. Wall studs shall be Stud Grade SPF or equal. Spacing of bridging for joists shall not exceed 8'-0". Wood lintels and headers shall have a full 1'/z" length of bearing at each end unless notes otherwise. Double all joists under parallel partitions. All beams and joists not bearing on supporting members shall be framed with"Simpson Strong-Tie"joist hangers or equal. Interior walls to have 2x4 studs at 16"on center. Exterior walls to have 2x6 studs at 16"on center. Wood joists shall bear the full width of supporting members(stud wall, beams, etc.)unless otherwise noted. Wood beams made of 2 or more 2x's shall be bolted together with 3/8"diameter through bolts at 2'-0"on center or equivalent spikes. Sill plates to be bolted to foundation walls with '/z"diameter anchor bolts at 4'-0"on center maximum to extend 15" minimum into grouted masonry. Each sill plate to have a minimum of 2 bolts with one bolt located within 12"of each end of each piece. Nailing to be in accordance with Table 2304.9.1 of the I.B.C. t LVL WOOD MEMBERS LVL members noted on drawings are laminated veneer lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb=2,600 p.s.i., E = 1,900,000 p.s.i. PSL WOOD MEMBERS PSL members noted on drawings are parallel strand lumber as manufactured by the Trus-Joist MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size. Fb=2,900 p.s.i., E =2,000,000 p.s.i. WOOD ROOF TRUSSES Lumber for wood roof trusses shall be in accordance with the manufacturer's recommendations. Trusses shall be designed for a top chord superimposed load of 45 p.s.f. and a bottom chord load of 10 p.s.f. or as listed on the drawings. Submit certified calculations with shop drawings. Spacing of roof trusses shall not exceed 24"on center. Truss configuration, pitch, overhang, etc. shall be indicated on the architectural drawings. Provide girder trusses, hip jacks, step-down trusses as required and designed to support all superimposed loads. Provide metal framing anchors at truss bearing to mechanically fasten truss to bearing wall or supporting member. Bridging, and bracing of truss compression members, shall be installed in accordance with the truss manufacturer's design and directions. No field modifications will be allowed without the written approval of the truss manufacturer. Truss manufacturer shall provide metal hangers where necessary. WOOD FLOOR TRUSSES Lumber for wood floor trusses shall in accordance with the manufacturer's recommendations. Floor trusses shall be designed to support, in addition to dead loads,the live foads listed above or indicated on the drawings. Floor trusses shall have a minimum live load deflection criteria of U480.. Design trusses for top chord bearing or bottom chord bearing as shown on the drawings or details. No cutting, notching, or modification of floor trusses will be allowed without the manufacturer's written approval. Submit certified calculations with the shop drawings. Provide girder trusses, header beams, etc. as required to frame openings. Install bridging as required by the truss manufacturer. Truss manufacturer shall provide metal hangers where required. CONCRETE COVER ON REINFORCING Footings 3"clear bottom and sides Walls 1'/z'clear inside face Slab on Grade Center reinforcing in slab CONCRETE TOPPING Unless otherwise noted, center 6x6-W1.4xW1.4 WWF in all concrete topping slabs. �y �� .. ' ' � f,i po�Q.y" •..�. r' S''6 `"'�� 'i. x. � r � .. � CO^ - _ � _" ��4�� '�� - Op�.r �� Qr O �O a �r�'q H�G�-��'��''` � s°�Q�� c� �y �o�, +� V��vV� ` � � ; �4��0 � O ��'�t�W � � -- Q��'L��;, ��'p �t � � _ � � l�'�v � ,R !��' _s,, _ _*�s �ty� ` � / `i'� ' t � . . 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X � f _ ( I N1 21 �"7 7 � � � r '� x� � � -n� � -� � �� sna'1 �?1��;�� l .��'�� i�l/��v7g 31-d1�� 1,�.. ]'� V..J� �-J <<-L- `''� ri "�/� j , . . . �',v1 cy � :� ,, �f� ``'--- �' k ° i �. � G � � 1�� Qi��, � � ��R l� �' ,i r',r'J-� :� �'`� �l .�� :, Bf� X�� x�, � �� W�� rr h�� h -y V i i � �� rn� 3 � n , � ��1�-�- C.��Q v��n'.y (� i- ° --� D ;, �J 1 -�C'�'. �j -1�'g ,�� .��r4� o5f;�H =11H �.t�?lH C M SC� � C9�Cltl3�H1 � ,� �� —� �.] lN! �t�l��r1sC1C1.� �.d� � -� �-�' =--'. �- � 1 . '-.' � . A.M. STRUCTURAL ENGINEERING 112 EAST MAPLE ST. RIVER FALLS, WI 54022 8 September 2008 Brian Nowak _ 1735 Perkins Lane Maple Plain, MN 55359 Re: Structural Review 520 N. Arm Drive Dear Brian: As you requested, I have reviewed the conventional framing for the above referenced project. I am providing you with "red-lined"drawings indicating the minimum structural member sizes to be incorporated into your drawings. I am also providing you with structural notes and two details for this project. I have not reviewed the timber framing for this project. I am providing details for the timber column connections to the structural system designed by my office. Please forward this detail to the timber frame designer for review and comment. ; , . ., �_. . . _, ,�! . ...) Please call me if you have any questions concerning the above.. - , . . . _j--;�.�� Sincerely, A.M. Structural Engineering, LLC David P.Wagner, P.E. MN Reg. No. 25420 (1et8153a) ,, . � � . � � ' . �J �I �_I�iICi'. {=�.. ��3$i� ��.:,��., . . , • • • � emo To: Timothy Pellizzer and Gerold Brothers Construction Frorrti Willie Gibbs SSTS Manager Date: 9/2/2008 Re: Septic design submittal for 520 North Arm Drive The submitted septic design for your proposed new house has been approved by the City of Orono. Several things will still be needed before a permit to install this design can be issued. 1) Must provide for a verification of the soils with the designer in the area of the proposed mound system. The designer should call the main office number and schedule a time to meet onsite. 2) The monitoring plan must be submitted to the City of Orono, not the county, as indicated on the submitted design papers. 3) The system owner must understand that not providing for semi—annual inspections of this system will result in this system being labeled as non-conforming at the time of sale or for any building permit requests. Inspection reports must be submitted to the City of Orono on a yearly basis. 4) The septic permit is issued to the installer not the owner or general contractor. Please feel free to contact me with any questions you may have. 1 � / � � V 4�(�_ "'"' AT TIME CITY OF ORONO CALLED IN �� INSPECTIO NOTIC , SCHEDULED � � d8� PERMIT N�C�- C a COMPLETED ADDRESS S c�O /�� • OWNER CONTR. � " , TELEPHONE NO. L� �� 'aa � w ��O / � DESCRIPTION 7 (�D �//�,�-�i �/�/�J �O�% � ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:�YES_NO / � � COMMENTS: � W � � � O >. � O � W � Q � 2 W � W � � d a � �M�IORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor on sit : ,., Inspector. � U'� �-�� White Copyllnspector's File Canary CopylSite Notice l�,a �b�, TIME OF ORONO C�ALIED IN INSPECTION NOTI E SCHEDULED �a � _� PERMIT NO. - ��a COMPLETED ADDRESS S�2_,/V � !�/�i'j'1 � � OWNER CONTR. �,�j(�LTf �� TELEPHONE NO. ��J l o� - a a l— C��G I � DESCRIPTION �U L.�-�'LQ--� ��!� � ❑ FOOTING � MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT � ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W a j O � � � T� �v� ° ��.�n�,� s .�,�� a� W � Q � z W � W � � d � WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANEN�: ❑CORRECTUNSAFECONDITIONWITNW HOURS. p pHOTOTAKEN INSPECTOR WFIL RETURN ❑GiTATION ISSUED ❑STOP OROER POSTED.CALL INSPECTOR '�; ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. �: Ca11 for the next inspection 24 hours in aclvance. (g�2}249-4600 OwnerlContractor on site: Inspector. � � � White Copyllnspector's File Canary Copy/SNe Notice ATE TIME CITY OF ORONO CALLED IN � INSPECTION NOTI �S �EDULED < PERMIT NO. D�� o COMPLETED � • �I ADDRESS �� OWNER CONTR. TELEPHONE NO. a' 'D�O � �� ,� �i ____ � DESCRIPTION �r�-f�cu.� � -� • � ❑ FOOTING � MECHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORFJWETLANDS y ❑ INSULATION WOOD BURNER/FIREPLACE Q ❑ TREE REMOVAL Z � WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT � � DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a � O �. � O � W � Q � Z W � W � � �d ORK SATISFACTORY:PROGEED ❑ PROJECT COMPLETE W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Cail forthe next ins 'on 24 hours in advance. (g52) 249-46�� OwnerlContractor on ' e: Inspector. White Copyllnspector's Flle Canary Copy/Site Notice �� _V D T TIME � ✓ �� CITY OF ORONO CALLED IN INSPECTION NOTI E SCHEDULED �� PERMIT NO. ��' COMPLETED �� -" ADDRESS �a-� N��m� _ OWNER CONTR. �U�� -�C7�i�w(. • TELEPHONE NO. �J� Z-4�"� �3�0.38 � DESCRIPTION 1'�rQ��l�q � ❑ FOOTING p MECHANICAL RI ❑ EXCAV/GRADING/FIILING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGfiESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT � ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOILOW-UP i ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL v ❑ PLUMBING FINAL ❑ FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � W a � J O � � `� O � W � Q � 2 W � W � � d W� ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑ ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTIOIV TEMPORARY V BEFORE C�ERING PERMANENT �CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Ca11 forthe next inspection 24 hours in advance. (952) 249-4600 OwnerlContractor si • rf�� Inspector. `r — White Copylinspector's File Canary CopylSite Notice � �� _ � TIME CITY O ORONO CALLED IN INSPECTION NOTICE SCHEDULED � � PERMIT NOo�I 8' �� COMPLETED ADDRESS ��-�� /VBI"� ' OWNER CONTR. �/(/ , TELEPHONE NO. � � ' o —�a�� ` � DESCRIPTION � ❑ FOOTING ❑ M CHANICAL RI ❑ EXCAV/GRADING/FILLING Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORENVETLANDS y�1iVSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP _ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL J ❑ PLUN M��FF- \r ❑ FOUNDATION/REMOVAL � OW R/ RACT ET YOU:L YES_NO y COMMENTS: � W a J 5,r�C�.A �i'� � �7/� S�T ��a i�l�' ^ 7 o " ,(f �l� -�i` � � �r� J n� ��/1 c.!S �'�c K1!il/,Jr_ � Q � z � C� � v �TZ� � 3 � �WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE W ��ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALI INSPECTOR ❑INSPECTiONREQUIRED.CALLTOARRANGEACCESS. Ca11 forthe next inspection 2a hours in advance. (g52) 249-4600 Owner/Contract r on s' e: Inspector. T �' ��` White Copy/lnspector's Ffle Canary CopylSite Notice �� '� � DATE TIME '" CITY OF ORONO CALLED IN �' �� INSPECTION N TICE SCHEDULED � � s�� PERMIT NO. C1 L ��'�4��COMPLETED ADDRESS � �`� � � � �� jj�1 OWNER TELEPHONE NO. � CONTRACTOR ��T% �C'� ��T �S � T/'1S�' � >: DESCRIPTION � l.Cf �c�i�'1 C� � n� / �Q,� t `r � � lV ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING � ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS � Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ 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 ❑ SEPT FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:.�YES_NO � COM ENTS: � a of�.� : S i� �X� -- C�c-�C' � ��P��r �� -� v � �� '^ s � t ,��-� �,J 0 k W � Q � Z W � W � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED Cl ISSUE CERTIFICATE OF OCCUPANCY W O�ORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �95Z� Z49-4600 OwnerlContractor on$ite: Inspector. (�� "r � � � White Copyllnspector's File Canary Copy/Site Notice �\ D TIME � CITY OF ORONO CALLED IN ? � INSPECTION NOTI E / SCHEDULED � PERMIT NO. r�o! OMPLETED ADDRESS�D ��/�'t �tJ/� OWNER TELEPHONE NO.�7Z Z�'O �O CONTRACTOR �� DESCRIPTION � L � � ❑ FOOTING ❑ PLUMBIN FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL ❑ 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 ❑ FOUNDATIOWREMOVAL 2 OWNERICONTRACTOR TO MEET YOU:_YES_NO ��., COMMENTS: � W C � � O >. � O � W � Q � 2 W � W � � W ❑WORK SATISFACTORY:PROCEED �'RQJECT COMPLETE � ❑CORRECT WORK&PROCEED �SUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION T RARY V BEFORECOVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Ca11 for the next inspection 2a hours in advance. (952) 249-4600 OwnerlContractor on site Inspector. White Copylinspector's Flle Canary CopylSite Notice