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HomeMy WebLinkAbout2005-P09249 - addn/remodel/repair ' � PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: P09249 Crystal Bay, Minnesota 55323 Permlt Type: Addition/RemodeURepair (952) 249-4600 Date Issued: 9/30/2005 SITE ADDRESS: 80 Hackberry Hill unit# Long Lake,MN 55356 PID: 33-118-23-44-0022 DESCRIPTION: UBC Occupancy R3 Construction Type VN Proposed Use: Residential Census Code O/S-Building t��� Permit Class: Building Permit Type: Addition/RemodeURepair Permit Sub-type(s): Addn/Remodel/Repair DETAILS: Approved per resolution#: Separate permits required: Electrical(state) NOTICES/REMARKS: New Windows and LAM Beams FEE SUMMARY: Pernut Fee: $ 153.25 valuation: $ 8,000.00 Plan Review Fee: $ 99.61 State Surcharge Fee: $ 4.00 TOTAL FEE: $ 256.86 APPLICANT: Owner/Self OWNER: James Mock MN 80 Hackberry Hill Long Lake MN 55356 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�=� � � � s � AP ICANT PERMITEE SIGNATURL ISSUED BY SIGNATURE Copies: 1-File(SignaturesReguired), 1-Applicant, 1-MonthlyReports, 1-Assessing,(If Septic, 1-Septic) Page ] Total Fee: $ a5�• g� Date Received: �f-Z�-D 5 Entered By: � Permit#: �l-C}�-� �-.r-(�/ CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please prijzt all inforniation) ------------------------------------------------------------------------------------------------------------------------ --_ _..___ THE APPLICANT IS: (circle one) �WNER,OR CONTRACTOR JOB SITE ADDItESS: �C% �uc.�.c�.c-,:��-r 1-�,+ 1 ZIP: Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home? ❑ Yes �No !f yes, a special event per•mit is r�eguired��vith Poh�ce Department and City Coz4ncrl appr•oval 60 days prior to the event. Sha�ttle bzrs service tivill be regzrired unless applicant demor7sb�ates s�crfficient on-site parking is nvailable. Non-permitted events will not be allowed. NAME OF OWNER: J���� � - M�(,� PHONE: (home)`l sZ-�+�S ��i3/ (work) C��z-3�3 ��s� MAILING ADDRESS: `'��� ����,^� ��l` CITY:C����^ c.� ZIP: CONTRACTOR: c�Y��ti PHONE: CONTACT PERSON: S�-.� ,ti(o�_ l� MOBILE/PAGER: (s� z-��v -?z�c� MAILING ADDRESS: CITY: ZIP: STATE LICENSE: # EXPIR.ATION DATE: ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION: # TYPE OF WORK: New Addition Qccessory Structure Move Home Remod Alteration j PROPOSED WORK(tlescribe in rletai�: t'11�.c.� (,,��Z,��c� -� L/-�-rn w�� S'�ORIES: SQ.FEET OF EACH F'I,001�: NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DE'I'ACHED � ES�I'IMATED CONS'TI�LTCTION VAi�iJATION(excluding land): � � b0 C�. 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 Cin� and with the State Building Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be in accordance with the approved plan. APPLICANT'S SIGNATURE: DATE: �2 �� i 31 Sec.13A4 RIGHTS OF SUBJECTS OF DATA Subd. 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. InYonnation required to be given individual.An individual asked to supply private or confidential dataconceming himselfshall be informed ofl (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 legal ly required to supply the requested data;(c)any kno�vn 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 investieative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioi�er of revenue may place the notice required under this subdivision in the individual income ta�or proaerty ta�refund insiructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be infonned 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 srored private or publ ic data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the conten[aitd meaning of that data. After an individuai has been shown the private data and infonned 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,ifpossible,with any request made pursuant to this subdivision,or within tive days of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compl iance is not possible. If he cannot comply with the request within that time,he shall so inform the individual,and may have an additionai five days�aithin which to comply�vith 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 notity in writing the responsible authority describing the nature ofthe 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 data,induding 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 da[a. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to 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 pernlit 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 infonnation you furnish will be used to detennine 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. lf your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under NLS. 13.04(available upon request)to review private data on yourself. 6. Your full name is required to process this application or permit. First Nliddle Lust Address Citv State Zin Phone I understan ' hts as stated above. �_ . _ - �= Z�� �S Signature r 32 BUILDING REVIE`V CHECK LIST �C� �2' 3 CONSTRUCTION TYPE: YiU Sq Footage $ Per Sq Ftg Basement x = lst Floor x = 2nd Floor x _ Garage R _ x = TOTAL Estimated Construction Value: $_ �+��� v�` Inspections Required: `Vork Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection Footing ` Septic Sewer Connection _�,c Framing Fireplace Lawn Irriga[ion ��Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) �F�� Grading/Filling � Electrical (State Permit) Ocher RENIARKS (IN HOUSE): -�!" ------ --------------------------------------------------------------------------------------------------------------------- REV�`V BY OTHERS: DATE: Access: Existing New Access Approval: Date gy; ------------------------------------------------------------------------------------------------------------------ REI�IA.RKS (TO BE NO'I'ED ON PERiti1IT�: 8 CHECK O�F LIST FOR ISSUA��tCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: �3 v H�c.�«e,,er.-y I�� 1 I PID: DESCRIPTION OF WORK: �,�r�,�Ja„✓s Z0.�1Ivi G REV�W BY: ��� DAT'E APPROVED: BUILDTi�G REVIE`V BY: DATE APPROVED: � � 3 0• o S FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes � No PLAN REVIEW Yes b/ No SE`VER CONIVECTION STATE SURCHARGE Yes _� No WATERCO�INECTION INVESTIGATION FEE Yes No _� P�RK FEE SAC Yes No �`� SITEINSPECTION Number of SAC Units OTHER (specify) ----------------------------------------------------------------------------------------------------------------------- ZONI1tG CH�CK LIST Zoning Districc: N� G«'r��i,e. Fire Department: Post Office: School District: Lot Area: Sc.ft. Acres Width Depch Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front (Lake): Right Sid : Rear (Street): Left Sid : Adjacent Structures: Wetland: Building Height: Def. Hgt. Fea�:Hgt. Lot CoveraJe: Grading: Staff Approval Date: By: Council Approval Date: Septic: Staff Approval Date: By: Zoning File: # Resolution: # Resolution Date: Shoreland District: Av�, Setback: Bluff Setbac. : Lo[Coveraae: Existin� Proposed y � Hardcover: 0-75' 7�-2�0' 2�0-500' 500-1000' I Hardcover Variance Required: Yes No Date of Council Approval: �tE�1ARKS (in house): � 1ll�Iop� �OIS�S �� . 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S i r f � 1 I � � I � �� . � �� � � � � �i: ��` ...�. . � ' ---- ; -. i.' ! � i . k i i iI ! , �,_' „�, i t" . ��r_ j, , ..— -. � � � � � i��� � . . ^-._ I . .i, � V � . �' V �.. "'�--- G I '. � . �, .�f'- µ� i ,. � ; _ . . � ` _,,,,;� �; , ��� I : �..-�� �". . �� �1 \ i __ _ l i l I . � " I i � iI � i I 4 I ` i' ' n.i _�_ .i �. . . .. r r} � . Home Depot Store 2808 1705 ANNAPOLIS LANE PLYMOUTH, MN 5544� DATE: 09/05/2005 �;�"� (763)509-9590 �.� ���� � � ; : CUSTOMER: MOCK,JAMES " SALES ASSOCIATE; 80 HACKBERRY HILL : P:O_#.' LONG LAKE, MN-55356 ` -_ (952)-4759931 Thank you for shopping The Home Depot! We value your business! __ _ ___ __ _ ITEM PRODUCT CODE UNIT PRICE QTY TOTAL LOCATION DESCRIPTION PRICE FRAME SIZE --- , --- -- --- -- __ ODO2 MA�CTCJF�ER: Andersen � W'indows and . - Patio Doors ` RO Size=6'D"W x 6'8"H Unit Size= i 5' 11 1/4"W x 6'7 1/2"H !-400 Series, FWG Double-wide Units ; Unit Code/Item Size: FWG6068 - - ', Operation/Handing:LS � Exterior Color. White scaie: va�� eq�ais r % lnterior Color: Maple '` � I Glass Type: High Performance Tempered Glass ,. i, Insect Screens: Gliding lnsect Screen;White ,;: �� !� Trimset Finish: Tribeca-White ' � , � i Auxiliary Lock,Finish: White P, �C I Exterior Keyed Lock,Finish: Tribeca-White I" ` ' Threshold: Maple ��; � SiICSupport: Yes i .. :- ..__ � ., . ,.. ; " . �; FWG6068LS, Frame,White/Maple 2565139 : $ 297.82 FWG3068,Stationary Panel,White/Maple, High $ 437.47 Performance Tempered Glass 2566240 FWG3068,Operating Panei,WfiitelMaple, High $ 437.47 Performance Tempered Glass 2566239 PD3068;Gliding Insect Screen,White 2565308 $ 95.47 Hardware Trim Set;GD,2 Panel,Tribeca-White 2565694 � ' 37.76 Lock,Auxiliary, GD,White 1997301 � 14.25 Lock GD, LH, Exterior Keyed,Tribeca-White 2573068 $ 32.�� #60;Threshold, Maple 1207059 � 18.74 PD60,Support, SiII;Aluminum(Neutral Gray)1997057 � 13.68 $ 1,385.43 $ 1,385.43 � _ -___- _-- ,_ ._ � _ _ _- _ 1TEM _ — � ,� ,�-': PRODUCT CODE ' ��-� TOTAL LOCA�aON �� s ' � ,� IfNIT PR1GE ' QT�' � pRiCE FRAME SIZE � �, � i� DESCRIPTION " �"�'��- '�` �` � ,. — - --— --- -- - ---_ bDO� — - _ . — __ _—_ -�ndersen � Windows and Patio Doors RO Size=8' 1"W x 4'0 1/2"H Unit j Composite Unit `" ' ' Size= 8'0 1/2"W x 4'0' H I Part Number.1309737 I Mulling Location: Factory(Direct) � I, Mull Priority:Vertical ie vs° equais i I Mulling Material: Narrow Mull i�l_._._ c j� I,�I Unit Code/Item Size: C14-P4040-C14 ' � ,; � Operation/Handing: L-F-R I, I� I � �I�'����_ � � � � � COMPOSITE:GUSSET, PLATE HEAD/SILL� (2)1359508 � 2.14 COMPOSITE:6 1N, FLASHING,WHITE OS NARROW � , � 5� MULL� 1356008 . COMPOSITE:GUSSET, PLATE HEAD/SILL� (2)1359508 $ 2.14 COMPOSITE:6 IN, FLASHING,WHITE OS NARROW a 1.57 MULL� 1356008 COMPOSITE:C4,TRIM STRIP,WHITE OS NARROW � 4•99 MULL� (1)1348012, COMPOSITE:C4/A2,JOINING STRIP, NARROW MULL 2 $ 3.21 PIECE FILLER�';(1)1347012 COMPOSITE:LA'BOR;'APPLY MULL� 0000000 � 19.24 COMPOSITE:C4 45-23/32,CASING, IS MULL 2 3/8 IN� � 5.49 1349012 COMPOSITE:C4,TRIM STRIP,WHITE OS NARROW a 4 gg MULL�(1)1348012' COMPOSITE:C4/A2,JOINING STRIP, NARROW MULL 2 $ 3.21 PIECE FILLER� (1)1347012 COMPOSITE:LABOR,APPLY MULL� 0000000 $ 19.24 COMPOSITE:C4 45-23/32,CASING,;IS MULL 2 3/8,IN� � 5.49 1349012 _ " � 73.28 $ 73.28 0003 RO Size=2'0 5/8"W x 4'0 1/2"H Unit Size ;,,, �.-. "' _� ,. =2'01/8"Wx4'0"H I 40O Series; PSC Single'Units ' � ` °� ' � j Unit Code>Item Size: C14 I Operation/Handing: L '�I'Clear Opening Size: 14 inch ' ' ' ' , Part Number: 1309416 IExterior-Color:-White , I Interior Color: Clear Rine Glass Type: HighPerformance Glass � insecYScreens: Stone . I Extension Jamb:Clear Pine,7 1/8',Job Site Applied, IComplete UnitExtension Jambs ' - Hardware Color: Metro Style-White i _I ._ � C14, Unit,White/Clear Pine, L Handing, High Performance $ 207.34 Giass 1309416 - - C4,insect Screen,Stone 1344016 � 17.31 C1 PRHD, Extension Jambs, Head and Sill, Clear Pine,7 $ g.62 1/8",Job Site Applied 1349704 � , `. _ „� _ ___ _ _ _ --1TEM ^�_ ��- PRODUCT CODE TOTAL ' FRAME 51ZE LOCATiON �� DESCRIPTION � UNIT PRICE QTY pRICE C4PRSD, Extension Jambs, Side Members. Clear Pine, 7 S 1° i7 1/8";`Job Site Applied 1349728 Hardware PacK, PSC, Metro Style-White 1361538 $ g'g� $ 263.34 $ 263.34 0003 RO Size=4'0 1i2"W x 4'0 1/2"H Unit Size � _4,�„Wx4'0"H I I , 400 Series, PSC Picture Units ' Unit Code/Item Size: P4040 Operation/Handing: F ! Part Number. 1559214 Exterior Color: White I Interior Color. Clear Pine ; ; Glass Type: High Performance Glass ' Extension Jamb: Clear Pine, 7 1/8",Job Site Applied, I � Complete Unit Extension Jambs P4040, Unit,White/Clear Pine, High Performance Glass $ 292.13 1559214 P40PRHD, Extension Jambs, Head and Sill, dear Pine, 7 $ 19.17 1!8",Job Site Applied 1349712 P40PRSD, ERterision Jambs, SicJe Members,Clear Pine,7 $ 19.17 1/8",Job Site Applied 1349728 � 330.47 � 330.47 0003 RO Size=2'0 5/8"W x 4'0 1/2"H Unit Size � =2'01/8"Wx4'0"H i 400`Series, PSGSingle Units �I ' Unit Code/Item Size: C14 Operation/Handing:R I ClearOpening Size: 14 Inch i ! Part Number. 1309452 � Exterio�'Color: 'White - Interior Color. Clear Pine I Glass Type: High Performance Glass I ' Insect Screens:Stone �, Extension Jamb:Clear Pine,7 1/8",Job Site Applied, Complete Unit Extension Jambs Hardware Color: Metro Style-White � , ,. , ;,., , C14,Unit,White/Clear Pine, R Handing, High Performance a 207.34 Glass 1309452 C4, Insect Screen;'Stone 1344016 � �7.31 C1 PRHD, Extension Jambs, Head and Sill,Clear Pine,7 $ 9.62 1!8",Job Site Applied 1349704 C4PRSD, Extension Jambs, Side Members,Clear Pine, 7 � 19.17 1/8",Job Site Applied 1349728 Hardware Pack, PSC,��Metro�Style-White 1361538 � 9�90 $ 263.34 � 263.34 . -�-- .. __ $ 930.43 �{� . .�� -ITEM _.__. _ _ .,. PRODUCT CO�E ; �-'�q` , _ __ __ _. LOCATION ' �. UNIT PR10E QTY TOTAL FRAME SfZE � '' �' �. DESCRfPTIOhI � .--. '� � . �� PRICE � _,.. _. ... D60d-- ---- ER: I�ndersen - - Windows and � Patio Doors RO Size=4'0 1/2"W x 4'0 1/2"H �I 400 Series; PSC Double-wide Units Unit Size=4'0"W x 4'0"H Unit Code/Item Size: C24 Operation/Handing: LR scaie: va° eq�ais r Clear Opening Size: 14 Inch I Part Number. 1309487 ,I'i Exterior Color. White ' i Interior Color: Glear Pine !�� i'�� ' Glass Type: High Performance Glass � '; ', , Insect Screens Stone I i I, � Extension Jamb: Clear Pine, 7 1/8",Job Site Applied, �I' �,:;; I' � Complete Unit Extension Jambs � ; Hardware Color. Metro Style-White , , � I , ' Ii C24, Unit,White/Clear Pine, LR Handing, High $ 414.67 Performance Glass1309487' C4, Insect Screen,Stone 1344016 � 34.63 C2PRHD,Extension Jambs,'Head'and Sill,Clear Pine,7 � �9 �� 1/8",Job Sife Applied 1349712 C4PRSD, Extension Jambs;Side Members, Clear Pine, 7 � �9 �� 1/8",Uob Site Applied 1349728 Hardware Pack, PSC, Mefro Style-White 1361538 � 19.81 _ � 507.45 � 507.45 . n ersen Windowsand 1 Patio Doors RO Size=2'0 5/8"W x 3'0 1/2"H II 400 Series, PSC Single Units Unit Size=2'0 1/8"W x 2' 11 15/16"H � Unit Code/Item Size: C13 , Operation/Handing: L � i Clear Opening Size: 14 Inch��t� � Part Number: 1317006 Scale va� equais i� , Exterior Color:. White � � � ' I Interior Color: Clear Pine ' I Glass Type:'-High Performance Tempered Glass ' Insect Screens: Stone i Extension Jamb: ClearPine,7 1/8",Job Site Applied, I � � , � I Complete Unit Extension Jambs i i - j Hardware Color: Metro Style-White I I C13, Unit,White/Clear Pine, L Handing, High Performance � 212.32 Tempered Glass 1317006 C3, Insect Screen, Stone 1344008 � 14.18 C1 PRHD, Extension Jambs, Head and Sill,Clear Pine, 7 � 9.62 1/8",Job Site Applied 1349704 C3PRSD, Extension Jambs, Side Members, Clear Pine,7 � 14.32 1/8", Job Site Applied,1349724 , y ti� . .__ ._. ....._ --_ . ITEM � �_ _ _ -�`��-�� _ PRODUCT CODE ���� _ _ TOTAL � � LOCATION '°`'�� � UNIT PRICE QTY � FRAME 51ZE,; ' _ .__ DESCRIPTION ° : PRIGE Hardware Pack, PSC, Metro Style-�Nhite ',361538 S c g� S 260.34 � 260.34 QUOTE #: PRETAX TOTAL $ 3,083.65 Estimated Lead Time v��_::. _. �:�'. , _ . .. ,'`� Vlleyerhaeuser Company JOB NAME: E-Z CaIC (v6.2.5-R) LOCATION: 09/26/2005 JOB NO: First Job DESIGNER: SHEET: MARK New Mark Roof Beam MEMBER SLOPE: 0/12 Input reflects horizontal clear spans. W1= 1000 plf LL = 600 plf DL =400 plf Duration = 115% Member Weight = 8.1 plf W 1 8' LOADS s� 4284# SHEAR 9104'# -4284# MOMENT Maximum Reactions Support 1 Support 2 Critical Live Load: (DOL) 2550 (115) 2550 (115) Dead Load: 1734 1734 %Allow. Maximum Allow. DOL -Control Shear: ( Ibs) 48% 3486 7265 115% -All Loads Positive Moment: (ft-Ibs) 59% 9104 15351 115% -All Loads Deflection LL Ratio TL Ratio Span: 0.141 l/724 0.237 1/431 EI =500 x 106 *** USE DOUBLE 1.75 x 9.5 INCH StrucLam(2.OE) *** Min end bearing = 1.63 inches. Support bearing length requirements must be checked separately. Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. Connect multiple ply members per Weyerhaeuser Installation Guidelines. � r � � �C � � G�o� �S �� ►-v ��:t L �iL�.-�1f` �j O�.� L 4-� l.L�� J�-1� v The products noted are intended for interior use,normal temperatures,untreated applications and must be installed in accordance with local building code requirements and Weyerhaeuser Company recommendations. This calculation reflects the specific design information and product determination for engineered wood products manufactured by Weyerhaeuser Company. The loads,spans and spacings have been provided by others and all information noted should be carefully examined and verified for the accuracy and suitability of all design parameters and product selections. ��p, 23, 20Q5„ 4: � 9rN_� A�D M TRUS� tiC, 5�'� �_..�. 4 � � ', �)9/2U/q5 �� �� 1:21 pm I� FO ESTPIip���IN6. � ] 0� 1 � �C� � ,KcyBca�n�V� ion 4i22f'�� � � _ � Duab��%crsi n: 23G', Memb r Data � ' - � I � Descripti n: i , ember Type: Beam Application:Roof I ateral Bracing: Continuous Slope: I .00/ 12 � , ; Standar Load: � , oisture Condition: Dry Buildin� Code: IBC/IRC , Live Loa : 35 plt I eflection Criteria: U240 Ilve, L/180 totai Dead �o d: ' 2 pl� eck Connectlon:Nailed Membe�Weight: 19_1 plf DOL: 115% � ilename : KYB1 , Non-st�nda� Lbads '�i �YPB '� �' " Trib. Lfve Dead (Descrip�lon)' I Begi,h End Wldth Start End Start' End DO� Addltional Unifo m � If 0' 0.0 " 16' 0.00" 713 408 115°Xo � ' II il I,' li �600 I i 16 0 0 � i Bearin�s a'r� R�aCtions � � I I I Input M�nimuM Worat Case j Locatfo e Len h Length Total 11570 100y. Dead Total I � '� �. i� � 1 0' .OD', NVall 3.50" 2.08' � 9300# 582�# 0# 3479# 930�# ' 'i 2 I15'6,75' wail 3.50" 2.08", %I, 9300�i 5821# 0# 3479# 9300# �� I , � 'i � � �I Design Ipan� I�, ' I 1 ' .7 " , � B � Product:1�314x'^I4I�IW�-LAM LVL 2.�E 3 pty I, Dpsf9n;as urrle9 cor�tinuoua latoral 6racln for both chords. , Allow8��ble Stress Design I' I� � I w hle Ca ad Lo�atlon Loading , .l Aaual Allo a p ty � � Positive omen! I 36760.Y# 51379.'# 70% 7.78' Totafload 115P/e Shear Iv' � 7905.# ' 1fi060.# 49% .01' lotelload,115P/o � Max, Rea�t�on 9298.# ' 15619.# 58°/a 0' �ead loatl LL�efle�ion ' .4112' ' ]781" L1a54 7.78' TotalJoad I115% TLDelleclon , .6569" 1,D375" L/294 7.78' Totaiload�115% Gontrol: P siGve M on� i� I Design ssumes repfllllvg member use increase in ntlin9 StreSs; 4 9'a Manula�luro�s�ns aqal�on guide MUST be consulteG fo,muiq-p�y connection details and altemall�es I � I � i i , I i ; i , I II � I � II �� � II �.... I All mauc[namac ve Iraa a �� ot t�elr flff IvB ONlefd � Jlm Ptldcett ��, . I � , o r1a Dea PdMlnru.ir�e �� ' � �� 28�97 H.y AS NE , �cr�o��(q�Gea:oo2 q�'IHry ck Emerptlscs,Inc.AlL kIGhTS RESERVEO. li9ml,MN 550�0 I , .t..qn.o��� I�, � I I �, SE�P. 23. 200�„ 4; 1 �'� � AND M TRUS� ti'C. ��' �_�, 3 ����c U9/?0�OS J I:ZDpm � FaAEsr PPaauc�,rNC. � oF 1 K�yBcarrE Vy�ion d�.Zf �� - .UA11�9C V�i : 2511 ' ' Member Dat Descript�on; , '� I ember Type: Beam Applic�tion: Roof , 2teral Bracing: Continuous Slope: , .00/ 12 Stendar� Load: I oisture Condition: Dry Buildin� Cvde_ IBC/IRC I Live Loab: 35,p1f� � eflection Cnteria: U240 live, L/180 total ' Dead Lo�d: 2D p �eck Connection� Nailed Membdr Weight: 14.5 plf DOL� 1 5% Filename :KYB1 Non-st�nd�r�i Llbads � I, Type Trib. Llve Dead ' ��Descriqtlon)��, � I B�eg�n End Width Start ��,End Start � End UO�� Addition I Urlifo m If 0' 0.0 " 16' 0.00 713 40S 115/o i �eoo I ' i60D i 6earings an actions Input Minlmum Worat Cass Luc�tlo T e Lan tA Len tM Tatal 115'/• 100ye Dead Total I, 1 0' ;00 �Wall 3.SD" 3.11" � 9264# 5821# 0# 344d# 926d# ' z i 15'B.7 " IWa{I 3,50" 3,11" 926a# 5821# 0# 3aaat� g264# Design�p2ns ,I 1I5'6 7$' I I ' , il�' Pro uct:�1 d x'�16 MAX-LAM LVL Z.OE 2 ply ealgrl a u es corttlnuous lateral braci��for 6oth chorda. Allow�ble�Stre�s Design Actual Aliowabl¢ Capacity Locatlon Loading Positive�1oma�,t 36041,'� ' 41884.'# 86% 7.78' Total load 115°h Shedr i 7676.# ' 12236.# 62°k 14JB' � Totel l0ad 115°k ' Max.RealcUon 9264.# 10413,# 9B°� 0' Oead load LL Defleckion ' �� .4132" , ,7781" U451 7.78' Total load 1159b TL�efle ion ' .6576" ' 1.0375" U2B3 7.7B' Total load 115% Con�rol: ex,Reacl on Menuia turers in�Ialla ion guidC MUST be consulted i multi-ply conneclion del��ls 2�d 8�lemeli�ea II II i li i i � I II i I ��� I All pryGur]mmex om Imdlm � al l�elr reeUBG1rv5 ORf�Bla Jim FRckml I . '. � , PdM Tnas.Ir[. ' II 2a�a7 t�ry&�rvE =aPY���;C11i18d2002 Dy KaYll���Enkrpleea.Ina ALL RIGNT$RE3ERVEC. �y+lnb.MN P�SQIO �. .5���. �3. �OC',* 4, ' 9�M� F AND M TRUSS N0, 5�1 �_r, � � � 7�. � c �09/2L/p5 ,II� i�� ��.7� �l�o � I I:SOam �, FOf�EST Pfl ,ING. 1 0 1 I � � � I KcyBcemG�Ve eion 4122f' _ I ' �Derabaac vcrsi n: 23G I �i Membar Datal �i I� � - I, IDescription: I ember Type:Girder Applica�ion: Floor � � ateraf Bracing: C�ntinuous � '� � Standard Load: i i I oisture Condition: Dry Building Code: IBC/ IRC i iLive Loa�: 40 plf eflection Criteria: L/360 live, U24o total ', ' Dead Lo d: ' 15 pl� I eck Connection: Nailed M�mb�r Wgighi_ 162 plf I DOL: 1q0% I ilename; KYB1 � � �I No�-standaw� Lbads ' , Type � I I�' Trib. Live Dead I (Descripkion) Beg�h End Width Start �End Start End DO� ' Addition I Unifo m I 0' 0_0 " 15' O.OD" 650 243 100°�'0 II ! I � i I I, , , I � li 15 0 0 II , I � . � I i , isoo �� i II! �� Bearin s a�n � R� actions ''' � �, � 9 � � i Input Minimum Worat Caae I ' �ocaK I I T Len h Len th ! Total 100Ye Dead Tofal j 1 ; 0' .00"I all 5.50" 1.5d" 6B@0# 4910# 1951# 6860# i 2 '14'2,75r all 5.50" 1.54" �i 6980# 4910# 1951# 6660# � Design pans �I � ��� ��, I ��2.�s^ !I , �__ _.... _ .._.— II Pro�luct: h-9 z 1-7/B MAX-LAM WL 2_ I 3 ply I D slyn'�s u e continuvus lateral b in for both chorda. � Allowa�le$t�es�s Design.--JJ I� , II I Actua� Allowable Capaclty Locatlon Loading IPosltive Moment 24403.'# II 33220.'# 73% 7,��' Total load 100°,6 , Shear I I 5906.# 1�845.# 49% 13.52' Total load 100°� � fvlax.Rea�tion I j 6660.# 24544.# 27% �d.23' Dead load LL DeFlec�on � a344" � I�II .4743" U393 �.11' Total load 100% I TL Deflectlivn I .6070" J175" U281 7.11' Total Ioad 100°Yo � I Controk � peAecrio � I I , � Deaign eaumee a re�lilive msmbor use�nc7ease in b�I�01ng strp9s: 4°io Manufa�urv�s'insl Ila on�uide MUST pe Cone�lted fajlmulti-ply co�nedio�details and altemOGves I I I I I I I ;� I � I �i I i � I I ' I ��. � Jlm Prlauc ' All D��Nmea a�e li7dtl++� �I ef�lyir rppppalvo wncis i � � , PdM TNi6.In� . � � 28r97 riw&s NE ' � copyrbm ic��eea.zaoz oy kmyr��nc L�nkryrlees.inc A�L RIGNTS pESE�E�. ieaMi�N s5ow . .....,r...,4� � ��. i /3 � ' I i �e DATE _� TIME CITY OF ORONO CALLED IN - INSPECTION NOTI SCHEDULED �L�U !`'I PERMIT NO. � �'I COMPLETED � - 17-C�k;� `P-oc AM ADDRESS �<) %�C�� �C�2��.� .�-�l �� OWNER,�j ,'1/l ��C�C_tt CONTR. ��'��l� TELEPHONE NO. � I � J� G��� 7�S� � DESCRIPTION ' j�vG� lV 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS Q3��Q __._._. �..______ 0� 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z D. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J BING FINAL 36 FOUNDATION/REMOVAL � OWNE , ONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W a J o �,n. S�u � f; �,� � � 0 � W � Q � Z W � W � j d � _j� ���f'WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY O ❑Ct�RRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETt1RN �� CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR C INSPECTION REQUtRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. � / � � White Copyllnspector's File Canary CopylSite Notice DATE TIME � CITY OF ORONO CALLED IN INSPECTION NOT CE SCHEDULED I/- t9��5 PERMIT NO. � � COMPLETED � � '�S—�'1T ADDRESS �S a N/-�GfQ��.► OWNER CONTR. TELEPHONE NO. � DESCRIPTION ___ �.��- ,C.���nOe+�.�� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q�RAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 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 06 PROGRESS � 07 OEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARO COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W 0. � - �/-a . C�J l w 0 � � �� �� r � � W � Q � Z W � W � j d W� �\W� ORK SATISFACTORY:PROCEED C7 PROJECT COMPLETE W •❑ GORRECT WORK 8 PROCEED r, ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR W4LL RETURN ❑ CITATION ISSUED ❑STOP ORDER POSTED.CALL tNSPECTOR C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (952� 249-460� OwnerlContractor on site: Inspector. � ,� _ X White Copyllnspector's File Canary Copy/Site Notice