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� ` �'� ��� _ COP� Pernut Number MECcheck Compliance Report 1998 IECC MECcheck Software Version 3.2 Release 1 Checked By/Date CITI': Minneapolis STATE: Minnesota HDD: 7981 CONSTRUCTION TYPE: Single Family DATE: 08/27/O 1 DATE OF PLANS: 6-12-01 PROJECT INFORMATION: MITCH&KIM OLSON ADDITION 3265 CARMAN ROAD ORONO.NIN COMPANY INFORMATION: KATF�RINE TAYLOR HOMES COMPLIANCE: Passes Maximum UA= 319 Your Home= 305 4.4%Better Than Code Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1241 44.0 0.0 30 Wall 1: Wood Frame, 16"o.c. 2268 19.0 0.0 114 Window 1: Vinyl Frame,Double Pane with Low-E 279 0.400 112 Door 2: Glass 65 0.340 22 Door 3: Solid 20 0.350 7 Floor 1: All-Wood JoisUTruss,Over Unconditioned Space 763 38.0 0.0 20 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the pernut application. The proposed building has been designed to meet the 1998 IECC requirements in MECcheck Version 3.2 Release 1. Builder/Designer Date ,3�c�5 C��,N �v � MECcheck Inspection Checklist 1998 IECC MECcheck Software Version 3.2 Release 1 DATE: 08/27/O 1 Bldg. � Dept. � Use � I � Ceilings: [ l I 1� Ceiling 1: Cathedral Ceiling(no attic),R-44.0 cavity insulatioa � Comments: � � Above-Grade Walls: [ ] � 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation � Comments: � � Windows: [ ] ( 1. Window 1: Vinyl Frame, Double Pane with Low-E, U-factor: 0.400 � For windows without labeled U-factors,describe features: � #Panes Frame Type Thermal Break? [ ] Yes [ ] No � Comments: � � � Doors: [ ] � 1. Door 2: Glass, U-factor: 0.340 � #Panes Frame Type Thermal Break? [ ] Yes [ ] No � Comments: [ ] � 2. Door 3: Solid, U-factor: 0.350 � Comments: � � Floors: [ ] � 1. Floor 1: All-Wood JoistlTruss,Over Unconditioned Space,R-38.0 cavity insulation � Comments: � � Air Leakage: � l I Joints,penetrations,and all other such openings in the building envelope that are sources of air � leakage must be sealed. [ ] � Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate � air-tight assembly with a 0.5"clearance from combustible materials and 3"clearance from insulation. I � Vapor Retarder: � [ ] � Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I � Materials Identification: ( ] � Materials and equipment must be installed in accordint to the manufacturer's installation instructions. [ ] � Materials and equipment must be identified so that compliance can be deternuned. . [ l � Manufacturer manuals for all installed heating and cooling equipment and service water heating � equipment must be provided. [ ] � Insulation R-values and glazing U-values must be clearly marked on the building pla�s or specifications. � � Duct Insulation: [ l � Ducts in unconditioned spaces must be insulated to R-5. 3a� S C�9��.r�A�� (Z- �, � Ducts outside the building must be insulated to R-8.0. � ' � Duct Construction: [ ) � Ducts in unconditioned spaces must be fastened and sealed with welds, gaskets, mastics � (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not pernutted. [ ] � The HVAC system must provide a means for balancing air and water systems. � � Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to � partially restrict or shut off'the heating and/or cooling input to each zone or floor shall be provided. � � Service Water Heating: [ l I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the � water heater has an integral heat trap or is part of a circulating system. [ ] � Insulate circulating hot water pipes to the levels in Table 1. � � Swimming Pools: [ ] � All heated swimming pools must have an on/off heater switch and require a cover unless over 20% � of the heating energy is from non-depletable sources. Pool pumps require a time clock. I � Heating and Cooling Piping Insulation: [ ] � HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the .� levels in Table 2. �a �S C_�-2M�� � � f ! • Table 1: Minimum Insulation Thickness for Circulating Hot Wa1er Pipes. Insulation Thickness in Inches bv Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) U�to 1„ Un to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table l: Minimum Insulation Thickness jor HVAC Pipes. Fluid Temp. Insulation Thickness in Inches b��Pipe Sizes Pipin� stv em Types Ran e F 2"Runouts 1"and Less 1.25" to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooting Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) 3 a � s C�r��N �� . , . . ����.�;�� ���� � �, GENERAL STRUCTURAL NOTES DESIGN DATA STF.ESSES: STEEL ASTM A36 WELDING ELECTRODES ASTM A233 E-70 SERIES CONNECTION BOLTS - ASTM A325 LUMBER - SPF #2 OR BETTER LOADINGS: ROOF SNOW = 40 PSF (BASIC) PLUS DRIFTING FLOOR = 40 PSF RESIDENTIAL CODES: ALL CODES TO BE LATEST EDITION OR REVISION LUMBER - U.S. PRODUCTS STANDARD PS-20 PLYWOOD - U.S. PRODUCTS STANDARD PSI-74 BUILDING CODE - STATE OF MINNESOTA STEEL - AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATIONS WELDING - AMERICAN WELDING SOCIETY (AWS) BUILDING DEMOLITION PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLIaPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. PROTECT FROM DAMAGE EXISTING WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. EXISTING BUILDING CONSTRUCTION GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS, ELEVATIONS AND CONDITIONS PERTAINING TO EXISTING BUILDING CONSTRUCTION. P.NY DIFFERENCES FOUND TO EXIST FROM CONTRACT DOCUMENTS SHALL BE IMMEDIP.TELY REPORTED TO ENGINEER FOR FURTHER ACTION. GENERAL CONTRACTOR SHALL EXERCISE ADEQUATE PRECAUTION TO PROTECT EXISTING STRUCTURAL ELEMENTS FROM DAMAGE AND DISTURBANCE DURING NEW CONSTRUCTION. I HEREBY CERTIFY THAT THIS PLAN, SPECIFlCATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERUISION AND �l-iAT I A�i A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA DATE fl No. 9 21 Z S-1, S 2, S-3, S-4 & S-5 OATED 10/15/97 CAN111SSION N0, � J. H. Dahlmeier MILBRATH RESIDENCE 97169 3265 CARMEN ROAD DRAWN BY Engineering Inc. S - 1 JHD ❑f��N�� M N CHECKm BY 2494 Commerce Boulevard 612-472-4746 10/15/9 7 JHD Mound, MN b5364 Faz 612-472-4761 STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STEEL FOR BUILDINGS" AND THE A. I .S.C. "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRZDGES" . ALL CONNECTIONS SHALL BE DESIGNED TO CARRY MAXIMUM UNIFORM LOAD FOR THE SPAN AS INDICATED IN "A. I .S.C. MANUAL OF STEEL CONSTRUCTION", UNLESS NOTED. ALL BOLTS USED IN STRUCTURAL STEEL CONNECTIONS SHALL CONFORM TO ASTM SPECIFICATIONS. ALL STRUCTURAL SHOP CONNECTIONS SHALL BE WELDED UNLESS NOTED. ALL FIELD WELDED CONNECTIONS MUST BE SHOWN ON SHOP DRAWINGS . ALL WELDING TO BE DONE BY A CERTIFIED WELDER. ALL FRAMING MUST BE PLUMBED AND ADEQUATELY BRACED TO RESIST WIND AND CONSTRUCTION LOADS DURING CONSTRUCTION PERIOD UNTIL ALL EXTERIOR MASONRY WALLS ARE IN PLACE AND TIED TO COLUMNS AS DETAILED. FRAME CONSTRUCTION PROVIDE AND INSTALL WOOD FRAMING AS SHOWN AND DETAILED ON CONSTRUCTION DOCUMENTS USING GOOD CONSTRUCTION PRACTICE METHODS IN ACCORDANCE WITH THE CODE. PROVIDE NAILING IN ACCORDANCE WITH CODE REQUIREMENTS. WOOD FRAMING MUST BE PLUMBED AND ADEQUATELY BRACED TO SUPPORT CONSTRUCTION LOADS. ROOF JOIST TO BEAR ON DOUBLE PLATE AT TOP OF WALL. INSTALL MICRO—LAMS IN ACCORDANCE WITH MANUFACTURER' S RECOMMENDATIONS AND AS DETAILED. NF.�=� MULTIPLE LAMS WITH TWO ROWS OF NAILS AS RECOMMENDED. USE JOIST HANGERS, COLUMN CAPS AND COLUMN BASES AS REQUIRED AND AT ALL INTERSECTION MEMBERS. ALL ACCESSORIES TO BE SIMPSON OR EQUAL. MILBRATH RESIDENCE ��97�169 J. H. Dahlmeier 3265 CARMEN R❑AD ��+ � � Engineering Inc. S _z ❑R 0 N 0, M N �„ECKm�D 2434 Commerce Baulevard 612-472-4746 JHD Mound, MN bb364 Fax 612-472-4761 10/1J/97 s z � - �. ,� � x � � � 3 �L� �}��-�� �� i � �- x N� ,� 1�3 a � � �a 1�� y���� ��`��Y' F.+�` 'y 4�k b � ,��, a �� Typ O l�- �� Z � � � ` vi x k � �� w 3 oJ�� (o �r,.*� � �, o �1�` ��� — •n � S� ~�� Z ��� w t � Ex►sr�.�y dM To 4 S4 REr�Alrl. !N PtACE g -'-- � � � � w �° ,� � y � � � � � � � "' � � �AR p/�W $/1 4��eri M/4Se ¢ 6R°� a �aes ge►.vc.�S���p MILBRATH RESIDENCE 9 69 J. H. Dahlmeier 3265 CARMEN R❑AD orw�,� ar � Engineering Inc. S - 3 ❑R�N�, M N ��gr D 3484 C�mmerce Boulavard HI.4-474-4748 10/1 S/9 7 Mound, MN 66884 Faz 829-47T-4761 NfoJ 2xG't� ib���,c, EXIS7�NG Zx$�JIL��o.c. Dou4V,S FIR ''J� KMl1'S.�t�3A-S�S �Ef� Rlrt.blir8 wwu. ►JEW 7arq�t Q l���e.t, ' STv D t yJ,4�� �ietSTl�r G7 GEl�1.+Cr NEW zx�`s 9 1�o'�o.c. Jc�1 ST '►a B�ftFKoV�D y�►.it pers7rnlcS Z �c 4- wAt,is �xtsr��1� �olsr , � � ` 5E� '�s5 , folL fIEINP, f s��r,o,� S4 MILBRATH RESIDENCE g"7 69 � J. H. Dahlmeier 3265 CARMEN ROAD �JHD Engineering Inc. S -4 ❑R�N�, MN �� � 7�94 Commerce Aoulevwrd 612-47T-47�8 Mound, MN 6b884 F',ex 81�-�73•47A1 10/ls/97 . , • I �Xlg t a(.i �as 5 P LICt. � �X1S'`�+•I(� ,�,,,X�O �LVo(L ao1S� f�Nt�thc'�o rt 'C� � E NS�� �TH Jo1sT REAR o� �VE+N }L $f 8M � t2� tOd N�`� � ep,W J�(57' F�nsTiNy w0x�s � �" - � N��,1 2x8 'Q. �ot,T o�. 'Pa.�en t-0.SZ6�'�- 7o F31'� �x,s-r��t G - puc.T-�ud(L�, 3 �� % N�w WBxS� � � �EGTforJ s5 -��� BM RE� N F- C°"M'�'0N N0. J. H. Dahlmeier MILBRATH RESIDENCE 97169 3265 CARMEN R�AD �++ ��D Engineering Inc. S _� ORONO, MN �� � 7484 Commerce Soulevord 612-47Z-�748 10/15/97 Mound. MN b8884 F'ax 818-474_i781 , , � Ex�sT,NG 2X(�C1e"o,�. DoU4LAs F�2 .. 1.lEW yC�{�S @ 1lo��o.c.� ' v1 q�L Ex�sr�,�[z CE)u.�C� Jol S7 70 6E REN►oVED ' 2''?�4`S U N DL—Vt,.� GA-t.+� �P��T�7v �E tK 5�Y t�J/J - - - - - - - - --- - -- - � - - - - - -- 2�D�C— � ��� EXtSTfNf� 2 x4 wAt1:s SG'P�vJ.�LoC2 � �a�STs �� �x�sn�� ��ts-r d 3� - ��� � ` � ��_ �, fo E � S EC�T 1 o nl S5 MILBRATH RESIDENCE �97169 J. H. Dahlmeier ' � �� 3265 CARMEN R�AD �w�+ � � Engineering Inc. � JHD � ❑R O N 0, M N ��� �. 2494 Commerce Boulevard 612-472-4746 JHD Mound, MN b5864 Fax 612-472-4761 10/15/97 P : ' L c�1 � , ; � C�i��� 2-x� �7�'�,I i�" ; � '• L I u�"� 2- �'� ;, t-���> _____ _� � � . ____��k.�(�D�J -- - ----- i -- -� .._ Z ti ,' � .;, _ : � --- -- --------- . -��, oG�..r�y � � . �� ���''`�� '��-��4 � ��v �� t� � �T � �, N�,��1 Z � � s��.��, � ' ���v,i I t� i —� __ �. � J -_ __ �i�2.Y � Z.2 �--� `�� W P�t-L , t ';,9 � ; � .; _ �,�_ , � �� � � � r- �•LI i; �,, ����_ =7.� g �;"f l/�D s � rJ �� '' ��rc H ��" ���� . � � '� . c�s�.� ` :��'f"'�-t-iL' J � —fi� -- � ., 5�'[� 4 � _'_ ;i Z �3SC���S �,� a5 Z �"` � � � ;.,- >� �,- F . , 7 , �' f � �'' � '- /�'� .._1 L + Z"'Z''�8 �1 L..u� I?���' ; . �i � � � -� ..,� -► ,:.. �.. f �, — , � .�i J �- ,����� �'�� �1 � __ .__,�--_ ` � � � �-- �, .,��d �,� _.,. � ;' 1 t��;t(.� ;�`, � � ' - ---- � 3'��' , �� l n�'o � � � ; '�-� _ w��- i ___ . r . /,�6�1_1'r � � N S �� � , MILBRATH RESIDENCE g�g J. H. Dahlmeier 3265 CARMEN ROAD �►+ � � Engineering Inc. � 1 � S �� ❑R�N�, MN ���D 5494 comme:�a Bouia��a sia-4�s-4�4s 10/15/97 � JHD Mound, MN 6b364 Fax 612-478-4761 1 , , CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: _ 3 Z�S G4 2 rv�A�v (Zo a-� PID: DESCRIPTION OF WORK: .r�y-���o�L ��--tivw D�c c� ------------------------------------------------------------------------------------------------------------------------ ZONING REVIEW BY: /U //� DATE APPROVED: BUILDING REVIEW BY: � ---------DATE APPROVED---�3--y--�g--- FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓' No PLAN REVIEW Yes r�' No SEWER CONNECTION STATE SURCHARGE Yes _�� No WATERCONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) ------------------------------------------------------------------------------------------------------------------------ �ZONING CHECK LIST Zoning District: �'b G F{-R�IC�C Fire Department: Post O�ce: School District: Lot Area: Sq.ft. Acres Width Depth Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front (Lake): Right Side: Rear(Street): Left Side: Adjacent Structures: Wetland: Building Height: Def. Hgt. Peal:Hgt. Lot Coverage: Grading: Staff Approval Date: By: Council Approval Date: Septic: Staff Approval Date: By: Zoning File: # Resolution: #{ Resolution Date: Shoreland District: Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 7 � � � BUILDING REVIEW CHECK LIST UBC: �2 '� CONSTRUCTION TYPE: Y� Sq Footage $ Per Sq Ftg Basement x = lst Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ I`1 , (�c�o°-� Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection Footing Septic Sewer Connection C Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) Final Grading/Filling Electrical (State Permit) Other REMARKS(IN HOUSE): ------------------------------------------------------------------------------------------------------------------------ REVIEW BY OTI3ERS: DATE: Access: Existing New Access Approval: Date By: ------------------------------------------------------------------------------------------------------------------------ REMARKS (TO BE NOTED ON PERMIT): 8 , . , ,��,�����,, ; �� `��� �,., . �` � 2 � C,�� �� �� S �x��� 5 �� � 2�:� � � ss�3 l �.r :, ___ , _ _ __ _ _ � __ , __; ; -; ; ; r � � � ; � -��-�,-�: + -- __ , � � - - - � _' 1 � I ��.....\ /�� 1 1� J� 1 I VV/71� 11 1 ll\I'/III 7�)P'tl/lr��t t il IIIP� Iy -�_ _ j 1 � .s... �� �.�... �� . ��..' i 'v i :'v : � � .. � _:� '�..� �� � �,'\ 1 1 A���/ � i - �i�rr�r�r���_r►r� � � � i i i'� '� j��t ___ i � � � �:. _,s; :� �.. � . . i �}e , j � � .,,\ i % 1 � n•�`� , I I -___ ,= ( i � � i �' 4 ..� � . �� I � I ; .-_ . ..._ . I . 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E I 'or, MN 5533 ---- , ;,; ...,.._�-- .�._._ _ ' ; f; ;{i � -- ' : . ,;_ - _ ---- '' i a; --- — — ___ --- � P 95 � w � � ------ 2-474-7121 --- � , — . ; � j { �_ - —_- y � � ' � _ - ` � i _Y � ,( _ _-- - . �- � � , ! �� --- . . ___ __ _ . � ( � _� � f— � - P ct. f 952-474-7957 . �. ll � :@ 1 t � � I � � -- ----- - -' — _ -- � k � !� �------- � _ _.�__�; I ' ------_-- -- ---__ wwr.l�Cecau�lr}�►ad�s.Com ,� , _ . 4, L---' f --_... , '. ' - '_' ___.. .. .'_'.._._ ro�e � f' --_ .__ __----- , . --____—�—��_ -- ---- _ � -- --- , � — . A Remodeh g o. �y��y ---------- -- ___ - � _ .— __ __ _._.__ t � , , -_ ___ ---�----____. , � �, ------___ _ �, '" .. .. _.. .. _. . . 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