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Home My WebLink About2000-P02378 - accessory structure PERMIT CITY OF ORONO 2750 Kelley Parkway - PO Box 66 Permit Number: Po23�s Crystal Bay, Minnesota 55323 Pe►'mit Type: Accessory Structures (612) 249-4600 Date Issued: s��oioo SITE ADDRESS: 345 NORTH ARM LA MOUND,MN 55364 P I D: 06-117-23-24-0015 DESCRIPTION: UBC occupancy U1 Construction Type VN Proposed Use: Permit Class: Building Census Code 437 Permit Type: Accessory Structures Permit Sub-type(s): Accessory Structure DETAILS: Approved per resolution#: Separate pertnits required: Eiecu�icai�siaie j NOTICES/REMARKS: P(1T.F R4RN FEE SUMMARY: Permit Fee: $ 307.25 Valuation: $ 18,415.00 State Surcharge Fee: $ 9.25 '�, � ' `i`% �; �� 't� N �,.'�.,L ! TOTAL FEE: $ 51618 APPLICANT: MoxTotv suiLDlN�s INc OWNER: DAVID SIPPRELL 113 THOMAS PARK DRIVE 345 NORTH ARM LA MONTICELLO,MN 55362 MOUND,MN 55364 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. 1 ;,,,�.� � � ,�� APPLICAN PE T ESIGNATURE ISSUEDBYSIGNATURE Copies: City,Applicant,Assessor,Finance Page 1 Total Fee: $ -5/�- �� Date Received: �� Entered By: ,�:,; Permit#: �}('�� CITY OF ORONO - BUII.DING 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'�� '`�� '`�`ti` Zip; � S 3C � G/�- NAME OF OWNER: �� l7 S � �� PHONE: (home) `{`/��`1�� (work) G r� -- >3) - �3`�6 MAILING ADDRESS Y1_5 C,�i%�;�.;-� �q-��- CITY: �1��>w�- ZIP: ��`�/£�� CONTRACTOR 1�-� l�"' l�u,��i�G> �,°�-�- PHONE: 7C,� � `�S 3 J 3 i CONTACT PERSON: Et..L+��i ��,r,St�N�.v : �q� 7G� -a y�-- 3SS� vIAILING ADDRESS: I I 3 7�aM��S P�-'� D�,�� CITY: �'�c.tiy,c zi�a � ✓��% ZIP: S`-S3G � STATE LICENSE: �# y��,Z..� ARCHITECT/ENGINEER: �Icr�--' � � ��pi� PHONE: �� 7S 3S�� MAILING ADDRESS: �� 3 i/�,y,-r, ,C , CITY: h��,z1(,T�� ZIP: ��3 �-� NAME:��r"j,�( l. �.7;-�"�.,,,,;<<t' �: C' REGISTRATION# �>2��L�� TYPE OF WORK: New •� :�ddition Accessory Structure Move Remodel'Alteration Land Alteration PROPOSED WORK (describe in detai�: ��-� ��,L��'J 3v � `(C� STORIES: � SQ. FEET OF EACH FLOOR: NO. OF BEDROOMS: —" GAR�GE STALLS: ATT. DET.� ESTIMATED CONSTRUCTION VALi;�TION (excluding land): $ � �; Y�� I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accorda 'with th approved plan. APPLICANT'S SIGNATURE: � .�t n' � DATE: � — � c� �� '" '� NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Von permitted events will not be allowed. 9 Sec.13.04 RIGHTS OF SLJBdECTS OF DATA Subd. 1. Type of data. The righu 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 suppty private or confidential data conceming himself shall be informed of: (a)the purpose and intended use of the requested data within the collecring siate 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 suppiy private or confiden6al data; and(d)the identiry 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 investigadve data, pursuant to secrion 13.82, subdivision 5, to a law enforcement officer. The commissioner of�evenue mav place the notice�equired 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 authoriry, 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 subjec[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 p:ovide copies of the private or public data upon request by the individual subject of the data. The responsible authoriry 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 frve days of the date of the request,excluding Satu�ays,Sundays and legal holidays, if immediate compliance is not possible. If he cannot comply with the request within that ume,he shall so inform the individual, and may have an additional five days within which to compty 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 conceming himself. To exercise this right, an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authoriry shall within 30 days either. (a)correct the dara found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients 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. The decermination of die responsible authority may be appealed putsuant to the provisions of the administrative procedure act relating ro contested cases. 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 (available upon request) to review private data on yourself. 6. Your full name is required to process this application or pernut. �(�"�1 � �� r�'. . �l �"" y�� First dle r Last �� 3 C,'}T/I v7'eZ (�� '� Address �� M ti ��3� O l:�� ` �1 � —c�� 3 Ciry State Zip Phone I understand my rights as stated above. \ Signature 10 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: 3y S rv0 2�-� �R�'2-+,+,� �n►-� _ PID: DESCRIPTION OF WORK: v.�. A�� ZONING REVIEW BY: DATE APPROVED: j'- 3 -o� BUII�DING REYIEW BY: DATE APPROVED: 3• 3- o J FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT � Yes � No PLAN REVIEW Yes v No SEWER CONNECTION STATE SURCHARGE Yes v No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: NM"D � Fire Department: Post Office: School District: G Lot Area: Sq.ft. Acres Width Depth Survey Submitted: Yes o� No Date of Survey: /L•3�• � Proposed Setbacks: Front(Lake): f�8l� + Right Side: fo0 � '�' Rear(Street): �-{S� % Left Side: 3`t3� �= ._. Adjacent Structures: t$3� �' Wetland: Building Height: Def. Hgt. I 'z Peak Hgt. t�y Lot Coverage: /v�A Grading: Staff Approval Date: S-3 -oJ By: � 0 . Council Approval Date: — Septic: Staff Approval Date: — By: Zoning File: # — Resolution: �t Resolution Date: Shoreland District: /w Avg. Setback: Bluff Setback: I.ot Coverage: Existing Proposed Hazdcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 27 BUII..DING REV�W CHECK LIST UBC: U -( CONSTRUCTION TYPE: �/�1 Sq Footage $Per Sq Ftg Basement x = lst Floor x = 2nd Floor z = Garage x = R = TOTAL Estimated Construction Value: $ I�� 4�� Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hazdcover Removal Mechanical Water Connection pC Footing Septic Sewer Connection o�Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Boazd (Mfg.) Well(State Permit) � Final Grading/Filling _�,_Electrical(State Permit) Other REMARKS(IN HOUSE): REVIEW BY OTHERS: DATE: Access: Ezisting New Access Approval: Date By: REMARKS (TO BE NOTED ON PERNIIT�: 28 DAT�E/ TIME CITY OF ORONO CALLED IN �` "'� — � � ��`� INSPECTION OTICE Q SCHEDULED ?..Z--oo l��° fl PERMIT NO. � U COMPLETED � � ADDRES�� /V � G�� a'"'�� OWNER �r�t� CONTR. ��%� ��'�0�� TELEPHONE NO. � DE TION 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DtMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINA� 36 FOUNDATION/REMOVAL J Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: a � S�i��l- �'�v�h��, 5 ��/�� e ��, � J O �. � O � W � Q � Z W � W � � � �WORK SATISFACTORY:PROCEED I l PROJECT COMPLETE W � L CORRECT WORK&PROCEED I-: ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. �- pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED i i INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. 249-460� OwnerlContr ctor on site: Inspectq . ��`6�S White Copyllnspector's File Canary CopylSite Notic� i ; � Eetabliahed in 19E32 � LOT SURVEYS COM�ANV, �NC. F.8 NI�CE N0. ��b��03 LAND SURVEYORS SCALE: 1 " _ �o' �"j ' REGISTERED UNDER THE LAWS OF S,TATE OF MINNESOTA o Denotee i�on Monument 7801 73rd Avenue North 812-680-3093 o Denotee Wood Hub Set Fex No. 680-3622 ior excavation only �Ilnneapolie, !(lnneaote 66429 x000.0 Denotes Exl�tlnq Elevatlon �u��,Q r� �P r�t�t r M t P 000.o Denote� Propoead Elevat(on --�- Denotee Surtace Dralnage ��;p� �o� NOTE: Propoeed qrades are eubJect D.A. NILIIAMS CONSTRUCTION ptj�1 � to resulte of aoll teeta. �� Propoaed bulidin9 Informatlon Property 1 ocated i n Secti on must b. checked with opproved bulldlny plan and dovolopment or 6, Townshlp 117, Range 23, yrodiny plm betore excavatton Hennepi n.County, Mi nnesota and constructton. SB•5 Propoeed Top of Block q�jPj,0 Propoeed Caro9e Floor q?�� S Propoaed Lowest Floor ��.3 � - -2.`l l ,�O -- ._ _ __. - - � 9b'l.l TYPe of 8ulldin9 .......__._.,......,..._..,..._..._..�.__.....,._.._.. � ...� . , ____.._.._._.�..- � ...�....._._._....._..� � —__. - - - -- - - - - - - --- - -- - ---- * -_ :�- - -- — - --- — � F�Ilbaseru� r--- --'-- -K— K - .__ '- -K — --_ _ ____ __K_ L� avT �NINQOI�J j <-_��S-� C�r��►-r�c' -}� ��r��,�- ��c�t��t�i _ __-- - {� C�� I "9b��t� K I 1 ' � �RONO C1T� 0� OR0�0 I CO�P� � -- -- uITL= PL�N GRI4DING P'I.AN f1�r�rl��lE:D- P�w �R N � �.7 ' �� ❑ I1P�'��.�v'�:f� WITH REVISIONS �a �L - ❑ Di:.'�,��F'�;U�`� � �,� � �Y � �� ,�� ,� . '� a D►AT 5 -_3_-vO ' -J � � �—� t � �- ,�� I � ..�r, °� � g��-.4 �' � � � �,� � , I � �9��A ��r ' r � -�I I �i�'('1�.1/ • ', �� w �.r---_ � 1 r fi��`�A ; I � / �, 1 �a� � (J � I , � - . � �I�� ` �\-9�'11 � r-- �! ' u � t .� � � ; , i - r� $�•�� I�� / � � � I '�' �9"1"l.l P� N r— � 9��.� � ��•\ f�� '��9'15b � t/ 91�D � � � � , xg1�� N I I ��t9,Z , �� \ `915� , � � , �� ,h � ��' I , � �,� '. � � �� ,� � . µ � `�.�� '� � �� . ��.� �, � � ��, � o ,. � , r � _ �� i.�z � � . ,��s � �� — -- - -- - .� � q ' � - `� � . �• �j �9�b1 4� �a1.a �;`��\ � . �-� o R� v� _ __ � � � , � � -- - -C-�- ---1'� � �' ', � � � �9'15;1 � i `�Q�� r � � �� °�z , � � 9PlL.s •9�9!; /� x � p, � � (� � � � � /� ` 1 �� 1 \ �. 9�'1,21► �_ \�' ' ��- / .�N� � 1' / \ ► 0 ' ti .4 �t�r�►N rN� wa u.�� Q � . , �► �'" Z�—" 1� .� �t �c�`"��"°" �� 109 /, a 4 ,\� Zp��- `� � �9n3,� � ��5 � - �� , . °�b � �-�� Z ��5 ____ _ — - —�� I'�(�P_il K�G�=._ -- � � \vb y � .� lfo�J.l � `� � - �„��► / �.AS,..,M'�►�t'T" � �nv. `S�', `9�z� �o � �°9�'fl � � � � �9r�.a� �,8 8�S I1��' \ � "959.�- � l2"UM� ; �2 � � � •� I Lot 1, B1 ock 1, NORTI I � �'�O �� I ARM OYERLOOK � �� I � • - — �--- ---- ----- ---�...-- - - c- ,--_ _ � ��ti 9 .1 _._�� 'r,�.7�" _ . ._ 9`10.3 ^ `J'11.'1 The only easement� shown ore from plats o( record or intormation provided •by client. We hereby certify Ihat tliis is o true ond correct represenlation o( o survey of the boundarles of Ihe above descrit�ad lund ond llie � � localion o/ all builciinqq nnd visit�lo encroachrnenls, if nny, from or on Siflned soicf lond. Chaiea F. A ra n, hfinn. Reg. P�o,21753 or Surveyod by us if�is�Q�t]_,dny uf December ts 99, O{.�4��X� _'n� `� , ,�r� Gregory R. Praech, hl(nn Reg No. 7.4992 r MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS — NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE. TYPE, AS LISTED IN FEDERAL SPECIFICATION TT—W---571J, THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS, FOOTINGS AND ANCHORAGE -- COLUMN HOLES ARE DUG 4 FEET DEEP MIN, DEPTH BELOW GRADE AND READY—MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR SIZE & TYPE), TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN,( SEE SECTION )ADDITIONAL CONCRETE IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. SPLASHBOARDS — SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER MATCHED, PRESSURE TREATED TO NET RETENTION OF ,6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE, FRAMING LUMBER —SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED ApPRcwMAT l,Y 30" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS, ROOF PURLINS ARE' 2"x4" S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C, ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE SECTION ) ROOF TRUSSES — FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN --PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE .AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH . CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING PANELS (KYNAR 500/HYLAR 5000 —0-019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH AN ADDITIONAL BAKED—ON KYNAR 500/HYLAR 5000 FINISH, PAINT IS NOM, 1 MIL THICK ON EXTERIOR ROOFING ""NEL S (KYNA.R 5007HIY R 5000) —0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH AN ADDITIONAL BAKED—ON KYNAR 500/HYLAR 5000 FINISH, PAINT IS NOM, 1 MIL THICK ON EXTERIOR, TRIM —DIE—FORMED TRIM OF 0,019" MIN,, G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, "BASE, WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS . GUTTERS — 5" K—STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. ADDITIONAL NOTES 1,) ALL PLOT ,PLANS AND RELATED DETAILS SHALL BE PROVIDED BY ll"vYNER UNLESS. I_"•COILIPOReTEn AS PART OF THESE DRAWINGS, 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES, 4,) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOS DRAWINGS OR SUPPLEMENTAL INFORMATION. 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR 5000 IS A TRADEMARK OF AUSIMONT, USA, CS2x4KK 2-96 t ul!_DING DESN C R 1 T E R 1A I USE GROUT _ U1 CONSTRUCTIDN TYPE VN LIVE ROOF LOAD DESIGN 40 PSF WIND LOAD 80 MPH EXP. C FLOOR AREA 1200 SQFT .. ,..tai OI I Or ORONO BUILDING PERMI PLAN REVIEW INSPECTOR - DATE _ PERMIT NO.____ IK A^; ROVED AS SUB.""ITTED <k' PROVE'D4 4 I T H COR; IE^TiONIS AS ?NOTED EI "ifl t-.-7 ter A"FRO..; �j --- Y ClRF,, .7'. , RES• f;: 4IT The_ o comments are I+;,c, so;ii $ iut r },GUY !n-nn;c t, X! ': { b"3 dow in i • ,y `r ! COIMPl+eh aN apofic`tbie hlit-li g and zerrm, cQc: & SL,quirements iindur;in., '.ems no; �aci€:avi .;_ din tF, Er • s�4. KEEP THIS PLAN SET ON 64TF.,AT ALLT i TICAL LUtvitSE i S 'ECIFICATIONS — SHEET H INDEX SHEET # DESCRIPTION 1 OF 4 SPECIFICATIONS & SHEET INDEX 2 OF 4 COLUMN PLAN & ELEVATIONS 3 OF 4 SECTIONS & DETAIL 4 OF 4 1 TRUSS DRAWING .. ,..tai OI I Or ORONO BUILDING PERMI PLAN REVIEW INSPECTOR - DATE _ PERMIT NO.____ IK A^; ROVED AS SUB.""ITTED <k' PROVE'D4 4 I T H COR; IE^TiONIS AS ?NOTED EI "ifl t-.-7 ter A"FRO..; �j --- Y ClRF,, .7'. , RES• f;: 4IT The_ o comments are I+;,c, so;ii $ iut r },GUY !n-nn;c t, X! ': { b"3 dow in i • ,y `r ! COIMPl+eh aN apofic`tbie hlit-li g and zerrm, cQc: & SL,quirements iindur;in., '.ems no; �aci€:avi .;_ din tF, Er • s�4. KEEP THIS PLAN SET ON 64TF.,AT ALLT i TICAL LUtvitSE i S 'ECIFICATIONS — 1997 NDS SIZE DESCRIPTION BENDING VALUE Fb 2"x4" N0.1&2 SPF 1313 PSI 2"x4" 2100f MSR SPF 2100 PSI 2"x6" NO.1 &2 SPF 1138 PSI 2"x6" NO. 1 SYP 1650 PSI 2'x8 NO. 1 SYP 1500 PSI 2%1 Off— NO. 1 SYP 1300 PSI 2'x12" N0, 1 SYP 1250 PSI ALL 1950f NISR SYP 1950 PSI 1 1/2"x`16" LAMINATED VENEER LUMBER 2800 PSI 3 1 2 x15 CLU—LAM 1650 PSI 51 4"x16 1 2 GLU--LAM 2400 PSI 51 4'x19 1/2* GLU--LAM 2400 PSI NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS, I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER. 0 ALD L. SUTTON, P.E. 9 MICHAEL L. McCORMICK P.E. _ DATE: - 4 --& REG, # Z-- t� OFFICE: MONTICELLO, MN JOB N0. 59-0211 z 0 z 0 .0 U Z DRAWN BY: 844 RYAN DATE: 3/14/00 CHECKED BY: GMC DATE: 04/06/00 REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: SCALE: SHEET NO. 1 of 4 5" O.G. GUTTERS HI -RIB STEEL T#21 CORNER TRIM TRANSITION TRIM NOVA BRICK WAINSCOT T#167 BASE TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT 20'-0" 20'-0" n�C ��..,)I a01 fH ir)f" A NORTH ELEVATION nIc"„n$C” nl mnl A Q O tV 2'-41/2"-k I 1'- " NON -VENTED ENDWALL OVERHANG 29,-9 22'-4 1/2" 14'-10 1/2" "/'-4 1/2" 01-0" SOUTH ELEVATION 71-6" 1 7'-6" 7'-6" j 7'-6" 1 7'-41/2" FAI LAI i I 30' S.C. TRUSSES* --�' 7'T-6" O.G. TYPICAL CONTINUOUS 2"x4" LOWER CHORD TRUSS TIES AND 2"x6" DIAGONAL END BRACES APPROXIMATELY 7'-6" O.C. TYPICAL T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT -A-RIDGE 5" 0.C-, GUTTERS HI -RIB STEEL T#21 CORNER TRIM TRANSITION TRIM NOVA BRICK WAINSCOT T#167 BASE TRIM 2'-0" VENTED SIDEWALL OVERHANGS 2'-0" NON -VENTED ENDWALL OVERHANG C� C COLUMN PLAN 25'-10 1/2" 7'-10 1/2" 0'-0" . WEST ELEVATION GABLE TRIM HI -RIB STEEL T#21 CORNER TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM GABLE TRIM HI -RIB STEEL T#21 CORNER TRIM TRANSITION TRIM NOVA BRICK WAINSCOT COLUMN PLAN LEGEND 0 3-2"x6 LAMINATED COLUMN LOCATION (-) 3066 9 -UTE 9100 'dALKDOOR,,i v,'j` LOCKSE TS of CROSSB_•'CKS p - (4) 4030 9 -LITE SLIDING WINDOWS W/ SHUTTERS (i - 18'x10' INSULATED OVERHEAD DOOR W/ CORNER ENCLOSURES - - 2'-6"x2'-6" CUPOLA (NON-FUNCTIONAL) 16"00-- 16"0 FOOTINGS W/ 6" THICK READI-MIX PAD OR (2)50# BAGS OF SACKRETE. PLACE (1)50# BAG OF SACKRETE AROUND COLUMNS WHEN SETTING. ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND R HEIGHT O 37 3/4" 80 3/4" p \ T V / REVISED DATE: REVISED DATE: REVISED DATE: 71-6" 1 7'-6" 7'-6" j 7'-6" 1 7'-41/2" FAI LAI i I 30' S.C. TRUSSES* --�' 7'T-6" O.G. TYPICAL CONTINUOUS 2"x4" LOWER CHORD TRUSS TIES AND 2"x6" DIAGONAL END BRACES APPROXIMATELY 7'-6" O.C. TYPICAL T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT -A-RIDGE 5" 0.C-, GUTTERS HI -RIB STEEL T#21 CORNER TRIM TRANSITION TRIM NOVA BRICK WAINSCOT T#167 BASE TRIM 2'-0" VENTED SIDEWALL OVERHANGS 2'-0" NON -VENTED ENDWALL OVERHANG C� C COLUMN PLAN 25'-10 1/2" 7'-10 1/2" 0'-0" . WEST ELEVATION GABLE TRIM HI -RIB STEEL T#21 CORNER TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM GABLE TRIM HI -RIB STEEL T#21 CORNER TRIM TRANSITION TRIM NOVA BRICK WAINSCOT COLUMN PLAN LEGEND 0 3-2"x6 LAMINATED COLUMN LOCATION (-) 3066 9 -UTE 9100 'dALKDOOR,,i v,'j` LOCKSE TS of CROSSB_•'CKS p - (4) 4030 9 -LITE SLIDING WINDOWS W/ SHUTTERS (i - 18'x10' INSULATED OVERHEAD DOOR W/ CORNER ENCLOSURES - - 2'-6"x2'-6" CUPOLA (NON-FUNCTIONAL) 16"00-- 16"0 FOOTINGS W/ 6" THICK READI-MIX PAD OR (2)50# BAGS OF SACKRETE. PLACE (1)50# BAG OF SACKRETE AROUND COLUMNS WHEN SETTING. ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT O 37 3/4" 80 3/4" p * DATE: * - CHECK ACTUAL WINDOW UNIT SENT AT TIME OF CONSTRUCTION. USE 47-3/8"x33-5/8" FOR A 4'x3' WINDOW & 52-1/4"x33-5/8" FOR A 4'-4"x2'-9" WINDOW. 2' 8' SCALE: 1 ' 4' 16' 4Y ai L3 -a6 Pliz3 , or 9 ,.-At was prepared by me or under my direct .,pervislon aid that I am a duty R991stered ro ;yyg N$� or Engineer under the laws of the o Aqf _.. s OFFICE: MONTICELLO. MN I JOB N0. t` 59-0211 z m 0 z 0 x 0 cv z 0 c DRAWN DY: 844 RYAN DATE: 3/14/00 CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: SCALE: AS NOTED SHEET NO. 2 OF 4 ti KYNAR HI -RIB STEEL 2"x4" PURLINS @ 20 1/2" O,C. (NO. 2 SPF) 2"x4" BEV. PURUN ---I — WIRE MESH FILLER STRIP 2"x6" BEV. FASCIA 5" O,G, GUTTERS T#144 & 146 FASCIA TRIM------�.! SOFFIT HI-RIB/SOFFIT CAP 2"x6" OVERHANG NAILER 120-000 GRADE TO HEEL FINISH GRADE 0 30' S.C. TRUSS (2) 1/2"x5 1/2" M. BOLTS & 4 20d R.S. NAILS HI --RIB STEEL 3-2"x6" LAMINATED COLUMN (3) ROWS 2"x4" NAILERS 2100f MSR SPF 1 1 /2"x1 1/2" VERTICAL BLOCKING AT COLUMN LOCATION T#167 TRANSITION TRIM 2"x6" NOTCHED NAILER HI -RIB STEEL WAINSCOT (KYNAR) . 7/16" OSB PROTECTIVE LINER T#167 BASE TRIM (1) ROW 2"x8" TREATED SPLASHBOARD �-4" CONCRETE FLOOR♦ ��,• a— Qg 4 4. y.: moi,°�t ;x: - .i..-•i�l j:• ti;��: a.� 4" MINIMUM COMPACTED GRANULAR BASE♦ 4'--0" FINISH GR CONCRETE FLOOR NOTES NOTE: J z. REQNFORGI5 1 6x6 G MIIXNCONCRETE, � IDENTIFIES ITEMS THAT ARE NOT 4 -0 3. SLOPE GRADE AWAY FROM THE BUILDING PROVIDED BY MORTON G'iiLDINGS, INC. 0 2% MINIMUM FOR A DISTANCE OF 5'. OR MORTON BUILDINGS' SUBCONTRACTORS 4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED AND ARE THE OWNERS RESPONSIBILITY. 4' BELOW THE BOTTOM OF THE CONCRETE FLOOR. 46M BASE ANCHORS 8" THICK READI-MIX PAD OR (4)50# BAGS ° OF SACKRETE PRE—MIXED W/WATER. PLACE (2)50# BAGS OF SACKRETE PRE—MIXED W/ WATER AROUND COLUMNS WHEN SETTING. N 0 Tc: 20"os CORNER AND ENDWALL COLUMNS WILL n" �� HAVE 15" DIA, HOLES W/4" THICK READI— MIX PADS OR (1)50# BAG OF SACKRETE. PLACE (1)50# BAG OF SACKRETE AROUND COLUMNS WHEN SETTING. SIDEWALL SECTION A -A 80 M,P.H. WIND LOAD 50ALE: 112" = 1'-10" 6 2"x6" UPRIGHT 2"x6" NAILER 2"4" BLOCK T# 124 T# 129 2"x2" BLOCK T# 151 10'-3" T# 154 GRADE TO BOTTOM OF 2"x6" BLOCK 2"x3" JAMB (BEYOND) (3) 2"x6" JAMB COLUMN (BEYOND) 2"x6" BLOCK (BEYOND) 2"x10" HEADER 2"x12" HEADER O.H.D, ALUMASEAL T# 152 OHD HEADER SECTION C --C SCALE: 1 " = 1'-0" NOTE: THIS SECTION IS THE SAME AS SECTION A -A EXCEPT FOR THE ITEMS AS NOTED. -,,-.—TRANSITION TRIM �--2"x6" NOTCHED NAILER ____28Q LEDGE SUPPORT -- 5/4"x6" NAILER ----. -NOVA BRICK WAINSCOT ,,,.-5/4"x6"NAILER STUCCO WRAP 5/4"x6" VERTICAL VERTICAL BLOCK AT COLUMN --7/16 OSB PROTECTIVE LINER _---27Q BASE SUPPORT f---(1) ROW 2"x8" TREATED SPLASHBOARD a' (2) LAYERS OF 1 1/2" WIDE x 6" TALL STYROFOAM INSULATION 2"x6" TREATED FACEBOARD 4" THICK READI-MIX PAD OR (1)50# BAG OF SACKRETE. PLACE (1)50# BAG OF SACKRETE AROUND COLUI'vINS VYHENI SETTING. ENDWALL SECTION B --B 80 M.P,H. WIND LOAD SCALE: 1/2" - 1'-D" PEAK -it SIDE AND (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) N CONNECTOR BUTTED PURLIN DETAIL hemw c9my ae' CUM .,.* and �"e ay MS Of �� that i am a �. '� e •. w r e '� F,rojessional Engineerunder state of i =mem OFFICE: MONTICELLO, MN ' JOB N0, l` 59-0211 _j ►r w Q 0 z mi 0 z Q 0 U Z V) cj z z 0 DRAWN BY: 844 RYAN DATE: 3/14/00 CHECKED BY: DATE: REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE: (SCALE- AS NOTED SHEET NO. 3 OF 4 _j 30 'ON 133HS a310N SV :31n 'U, "amm to em, �-,, P8J8WlftU NTa wvn pug UDlSW - MJIP,RUJ »'i' I 3 J J 0 3 77n 'oO 81. 'Id z C) 0 0 x 0 Z 0 z D FTI Fri L LZO-69 'ON Sof NW '0T13011NOW 301330 ssn�ji :)-s 02 doo palou a.jegm ldaoxa s,.vxZ qJo sgaM „g/6-8,91 HiON3� 8313d�J -alold au} 10 aaluao aql 6uolo „{�/�� AJGAa padwols uoboxau D Aq paillluapl salold ssnal uojaoW laals pazluaAlbb 'palou ajagm, '00 9L PUO '00 OZ V aPoJO risd ':(6Z6Z 'ON podad uollonloA3 0801) . 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