The URL can be used to link to this page

Home My WebLink About1999-011935 - new residence . PERMIT , GITY OF ORONO PERMIT TYPE: r 2750 Kelley Parkway - P.O. Box 66 -: Crystal Bay, Minnesota 55323 Permit Number: : .��.�' °-�= (612) 249-4600 Date Issued: _ SITE ADDRESS: __�-'''_ _i_':�;;-=_�'`;*j��.'_�� i ... . . . . _ _,.- _ ... _ —_ .. --__ i _i�t_t:��. DESCRIPTION: - ._..�� . .�..� W____, �..k_ �%E':i ;.t't �>�� E`�+.:'�'f€f w'�. t`;i'`r� _ . j..;��;,1 , --='�t=.4� `'''"�-'' r.'sr" 3-;��i �,��7 2"j��: ��ri1'�•; i ?�`�`�"-� :i=._� __.._... ....�.�-, , '_S.•'i'•X. tµSi.#_I_i;-'�=i i'��r i..;"'.i _;:f'_�.i'{S1,T.�{i_�)� ! li��:i_.: �,i�.w . '_��5�i S:� � . �i� . r_��'_.�i=, �,i�f f_i-- I�i : i "" i"�-�i�'€°! . F:L'. {;r�,.$'� REMARKS: _ ; ; . - �.,. ;.,_ _ �; . : , �`��`:•�,� : ._: �:... _°:. _.. ...�._ _ . �.i�°�= _ _ _. . _ . . . f �. . � ... ,:w . � '::' 1�..:.... , vv�i"i_.....; i • _ �t..;.i . ._ .. , . . . ._. . ..... ... ... . . . , : r : : • . r i. ;• . . . . _ . ... . .. . .. . _ ._ _ . . _. , , ,.._._ �. ._. ...�'. , _. . . ... . . FEE SUMMARY: .t i�.._.. . . . .« .... . . ._ . . _3;..�_r L�.:??'.�'� E'. ..." ��': _ _ ' . .. . �Ci i i �'i�;:S ui�}.:r E�,? � 'i i �",i i�±_e . ��u .- _:��_f 1=��',_ :r E a'.. . . �S�t =:r��_ �.�i t i «-~�S•-. ' ��,1 _,��'-~3,'s_. :;-!i i.�_ i i :"'�:" =; 1 �;p::� .....�.__._a.--r^_ _ .« __.. . �.. .. +N'•�i f 4_. _. . _,.. CONTRACTOR: - . _ - . _ _ ... _ .. - _ .,: OWNER: ., ..-.._: :. ., : _ . .._._ ._ . . _.�_� ��_� K ��. r=�:._ .- n�:�:_�=i ��,`°;`Mt�;:�.�::M;;,�3,� . ,-�°�:i�_- C.:� � t "`u -- _ - ;. _ t ..... . ._. _ . . . . . ... _. . . ... _ r.%..��._ . . . . . . .. !..._.' ..__ 4 tl..�:�.. �� L�f"��.[i3�.�t�i ...:3.� �"":`�.�'�`T� �;��w��.��..�F�"'= r __�':°: � ` �i! t�_ t !r-.=.� . __ f :_.. .... � ; ._ _. , . � � , . .. t . . _ _, , _ _ _. _ � � . ,, .� :,. _, ��•�i i�� 'HI�#.�' H��`.��_ ;: ;, � f i�.�... +r4'..�3i�'�: !�`� � � .:.i�:a _ _•`s��._�:y. ._ :_ . _ . . . '._�.... . . . . {'_'" �.��'��t�i+wt €�+��:I�r'�.��':�'�: �� :�;T�.��-� �� t��::w�t;�': ..{..}�!._._' � ��=� __ g_ _. _ , . �..�.. .._ _ L., � � � � � � � � � � AP I ANT/PERMITEE SIGNATURE ISSUED BY:SIGNATUR ' Total Fee: $ 5 ,y�$�� Date Received: � Entered By: � Permit#: ��,Q�" CTTY OF ORONO - BL�II.DING PERNIIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) THE APPLICANT IS: (circle one)��O CON RACTOR � JOB SITE ADDRESS: 2�0 y �V�+�n-w�o!� ZIP: NAME OF O�VNER: ��UG �/Y►.�S PHONE: (home) ,�I�/zJ (work) �76-4�t8 viAILI�'G ADDRESS: �� G�u,ct�v 1IZ- CITY: �to�er- ZIP: 53�'�'i/ COI�TRACTOR: �LII(� �-(aiwfif PHONE: 3��-/�I CONTACT PERSON: �;� ��,(�d� MOBII,E/PAGER: 3 a�-��fvj NIAILni 1G ADDRESS: c,(�7cz� cltttr��— CITY: a2�yv� ZIP: 53��/ STATE LICENSE: # -7 G SU ARCffiTECT/ENG�'EER: PL,�n►�''.-c� D�Su�•�/ PHONE: G.SI 43`—�dd9 bIAILING ADDRESS: •�f-�c,� t./w� /a w/.E . CTTY: ^�ZIP: ,�S//z NA1�IE: "�,� ,p-�t�-n� REGISTRATION# TYPE OF WORB: New �— Addition Accessory Structure Move RemodeUAlteration Land Alteration PROPOSED WORK(describe in detain:�' �c�/ �� 7a � 1 ��t��j STORIES: Z- SQ. FEET OF EACH FLOOR: a� `� NO. OF BEDROOMS: � G.�RAGE STALLS: ATT. � DET. ES1'1�1�1ATED CONSTRUCTION VALUATION (excluding lancn: $ +� 3�5, c� I hereby apply for a building permit and I acl�owledge 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 Buildin� 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. APPLICAIV'T'S SIGNATLTRE: {G.,,/l�- DATE: � -�S S 4 NOTE! Parade Homes events reqrrire separate permit approval by Police Deparbnent and City Counci160 days prior to the event. Non permitted events will not be allowed. 9 Sea 13.04 RIGATS O�'SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be soored s6all be as set forth in d�is section. �bd.2. Information required to be givea individual. An i�ividual asked to supply private or confidential data concerning himself shall be mfocaxd of: (a)the purpose and inunded use of the requesud data within the collecting state agency,poliucal subdivision,or stauwide system; (b) whether he may refuse or is legally cequired co supply the cequested data;(c)any Imown consequence arising from his supplying or refusing oo suPP�Y private or confidendal daa;and(d)the idenaty of other pecsons or enfiaes authorized by state or federal law ro ieceive the data. This requirement shall not apply when an individual is asked to supply investigative data,pursuant ro secaon 13.82,subdivision 5,ro a law enforcement officer. 'Il�e commissio�r of ievenue mav vlace the nodce ieauiisd under this�bdivision in the individual income taz or orooem taz refund insuuctions insuad of on those focros. Stibd.3. Ace�W data by mdividuai. Upon request W a responsible authority,an individua!shall be infocmed whether he is the subject of smced dara on individuals,a�whether it is ciass�ed as public,privam or confidendal. 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 conunt and meaning of that data. After an individuai has been shown the private data and informed of its meaning, the data need not be disclosed to him for siz months theceafkr unless a dispute or acaon pursuant to this section is pending or addiaonal data on the individuai has been collected or created. The responsible authoriry shall provide copies of the private or pubGc data upon request by the i�ividual su6ject of the data. T6e responsibie authority may require the requesdng person to pay the acriiai costs of making,certifying,aad compiling the copies. 1he cesponsble authority shall comply immediauly,if possible,with any cequest made pursuant w diis subdivision,or within five days of the daoe of the cequest,ezchiding Saaudays,S�ndays and legal holidays,if immediate compliance is not possible. If he cannot comply with the roquest within that time,he shall so infocm the individual,and may 6ave an additional five days within which ro comply with the isquest,ezcluding Saturdays,Sundays and legal holidays. S�bd.4. Procedure•whea daffi is not accurate or compl�e. An rodividual may�ontest the accutacy or completeness of public or private data conceming himcelf. To eae�cise this right,an individual shall notify in writing.the responsible authonry describing the nature of the disagreement The responsble authority shall within 30 days either. (a)corcect the data found w be inaccurate or incomplete and aaempt to noafy past recipients of inaccurate or incompleoe data,i�luding cecipienu named by the individual;or(b)nodfy the�individual'diat he believes the data w be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The deoerminaaon of the cesponsible authority may be appealed puisuant m the pmvisions of the administrative procedure act relating to contested cases. , _ , , DATA PRIVACY ADVISORY . In accordance with M:S. 13.04, S�ibd. 2, "Rights of subjects of data",'w� �4ould 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 fumish 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 eztent necessary to process the permit or license. 4. If your requested permit or license requires Council acrion to approve, some information may become public. 5. You have certaizt 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 permit. ��UL C�cc V oG$.l.C-,�5�.6' First Middle Last �-('1C� CQ�'�•tC. c.a..w�a4 '�• Address `>2.0�� /'. s3-34� "�2�t i�,�— City State Zip Phone I understand my rights as stated above. Sig ture , 10 . CHECK OFF LIST FOR ISSUANCE OF PERNIITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: Z I o y S v b�R w��✓�S . PID: DESCRIPTION OF WORB: N E t�,.S (2.�—S ZONING REVIEW BY: DATE APPROVID: -�j - 22 @r�i BUIIrDING REVIEW BY• DATE APPROVED: 4- z z-q 4 FEES TO BE CHARGED: Misc. Fees Calculated By: pEgMIT Yes � No pI,AN REVIEW Yes v No SEWER COrfNEC1�ON STATE SURCHARGE Yes ,� No WATER CONNECrION IlWESTIGATION FEE Yes No ✓' PARK FEE SAC Yes � No SITEINSPECTION Number of SAC Units �_ OTHER (specify) ZONING CHECK LIST Zoning District: R-i f� Fire Department: (,o�rG (Ai� Post Office: ��6 �� School District: 02ONJ Lot Area: Sq.ft. �l�b,"ZS ci Acres �• 1 Width f�v�•4/t Depth Survey Submitted: Yes X No Date of Survey: �''� �`� Proposed Setbacks: Front(Lake): 5f�•S Right Side: ��•� Rear(Street): 1 3 5 � � Left Side: �-(Z.� �= Adjacent Structures: /1/ //�' Wefland: �� Building Height: Def. Hgt. Z� Peak Hgt. 3� '� Lot Coverage: � �K Grading: Staff Approval Date: 5- Zz • 9 g By: � Council Approval Date: — Septic: Staff Approval Date: /�//g" BY� Zoning File: !� — Resolution: # � Resolution Date: -- Shoreland District: /�1(7 Avg. Setback: Bluff Setback: Lot Coverage: Ezisting Proposed Hazdcover: 0-75' 75-250' 250-500' 500-1000' Hazdcover Variance Required: Yes No Date of Council Approval: REMARI�S(in house): 27 svII,nnvG xEv�w c�cx�L�,sT � UBC: 2'3 CONSTRUCTION TYPE: V7" � Sq Footage $Per Sq Ftg . Basement z = lst Floor z = 2nd Floor a = Gazage z = z = TOTAL e� Fstimated Construction Value: $ 37 �, c9 Oo Inspections Required: Work Requiring Separate Permits: Site Plumbing �Fire Hardcover Removal Mechanical �Water Connection _�Footing Septic Q� Sewer Connection �Framing . �Fireplace ot Lawn Irrigation Insulation �(Masonry) Other � �Wall Board _�(Mfg.) Well(State Permit) _�Final Grading/Filling _�Electrical(State Permit) Other xEMaxxs�nv xousE�: REV�W BY OTHERS: DATE: Access: Ezisting New Access Approval: Date By: REMARKS (TO BE NOTED ON PERMI�: 28 • HARDCOVER CALCULATION WORKSHEET � ' s�rsacg zorrE: ccIItcr.E orrE a�s� �s-Zso� asasoo� soo-i000� A. x� ---� c x �.!�, _ �a�- s.F. r.e� w;ar� x = S.F. /� a = S.F. x = S.F. Garage x = S.F. C. Driveway '3 � x �a = /�,l�/a S.F. x = S.F. D. Sidewalk �/� z � _ / 8� S.F. x = S.F. E. Patio/Deck z = S.F. x = S.F. F. Landscape 2 a �,��/c� _ `7�uQ O S.F. Underlain z = S.F. By Plastic x = S.F. Or Fabric G. Other z = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE '1 - S.F. B A Sc.�>A?� - B �7 Z'S'`l x 100 = ��3 3b A. x = S.F. u�rn w;am x = S.F. z = S.F. x = S.F. B. Garage x = S.F. C. Driveway a = S.F. z = S.F. D. Sidewalk x = S.F. z = S.F. E. Patio/Deck z = S.F. x = S.F. F. Laadscape z = S.F. Underlain z = S.F. By Plasdc x = S.F. Or Fabric G. Other x = S.F. TOTAL HARDCOVER IN ZONE - S.F. A TOTAL PROPERTY AREA IN ZONE - S.F. B A - B x 100 = %� 13 w . � � ��0�0 COP� COMM. NO. DFP Planning & Design, Inc. 4797 HF7Y 10 NE ` Arden Hills, MN 55112 612-636-6889 Minnesota State Energy Code Calculations Based on Chapter 5 of the Model Energy Code 1992 Edition -- Adopted 1/1/95 Owner: ORONO MODEL COMM. NO: ` 990421 Site Address: * Contractor: R.V.C. HOMES Phone: Bldg. Class: A1 iily/Duplex A2, residential < 3 stories Over 3 stories Other GENERAL INFORM�TION Note: The section designations ("Section A", "Section B" etc. ) are for convenience in calculations only, and are not related from one set of calculations below to the next. 1. Bldg. Walls Perimeter x Wall heights, = Area ground to eave Section A : 53 11 = 583 Section B : 106 22 = 2332 Section C : 48 30.75 = 1476 Section D : 0 0 = 0 Gross Wall Area = 4391 2. Building dimensions Floor or Ceiling Length x Width = Area Section A : 52 38.5 = 2002 Section B : 10 18 = 180 Section C : 15 4 = 60 Section D : 17 2.5 = 42.5 ' Total floor or ceiling area = 2284.5 3. Rim Joist Perimeter = 207 Floor joist 2 by (8", 10", 12" or 16") ) : 18 Rim Joist Area = 310.5 4. Doors Area: 89. 8 Thickness (inches) : 0 Perimeter (feet) : 0 Type of construction: . w 5. Total door's perimeter: 0 6. Windows Manufacturer: SCHERER U factor: 0.37 State approved: YES Type Height x Length :x Number = Total (inches) (Inches) of gla ss SqFt units CASEMENTS 60 26 18 195 CASEMENTS 48 20 3 20 CASEMENTS 48 26 6 52 CASEMENTS 60 24 8 80 CASEMENTS 60 20 3 25 TRANSOMS 12 26 6 13 FIXED 60 12 2 10 FIXED 48 36 1 12 FIXED 72 24 4 48 FIXED 72 60 1 30 FIXED 60 72 1 30 FIXED 60 60 1 25 ROUNDTOP 42 42 1 12.25 7. Window glass area (SqFt) = 552.25 Type Height x Length :x Number = Total (feet) {feet} units SqFt 8. Patio Door: 6.85 3 7 143.85 9. Atrium: 0 0 0 0 10. Fireplace area Width: 0 Height: 0 Total Sq Ft = 0 11. Exposed Foundation Height area A: 0.67 Perimeter area R: 192 Sq Ft area A = 128.64 Exposed Foundation Height area B: 0 Perimeter area B: 0 Sq Ft area B = 0 12. SqFt U factor U x A Gross wall area 4391 minus Window area 552.25 0.37 204.33 Patio door area 143.85 0.47 67.61 Atrium area 0 0 0 Rim joist area 310.5 0.041 12.73 Door area 89.8 0.14 12.57 Fireplace area 0 0 0 Exposed Found. 128.64 0.08 10.29 * Framing area 439.1 0.095 41.71 equals Totals for net wall: 2726.86 0.043 117.25 Totals for gross wall area: 466.49 * Framing area is 10$ of gross wall area 13. Gross wall area x factor below = U x A per code Factor is .11 for A-1 single family & duplex .23 for A-2 and other residential .23 for other buildings .28 for over 3 stories Factor is: 0.11 BTUH = 483.01 MUST BE > OR = 466.49 (calculated above) 14. Gross ceiling area = 2284.5 15. Ceiling framing area (10$ of ceiling area) = 228.45 16. Joist Area (10$ of ceiling area) = 228.45 17. Net ceiling area (Gross ceil. area - Joist area) = 2056.05 18. U ceiling: 0.021 x Net ceil. area = 43.17705 19. U framing: 0.024 x Joist area = 5.4828 20. Total of item 18 x item 19 = 48.65985 21. Gross ceiling area x factor below = U x A per code Factor is .026 for A-1 single family & duplex .033 for A-2 and other residential .06 for other buildings Factor is: 0.026 BTUH = 59.397 MUST BE > OR = 48.65985 (calculated above) � w , U YALU� C1ILCULATIONS � � 2 X 6 / BUILTRITC • R YALUC U YALUC Inside air film -�a . • Interiot Wall .45 (Wall) U = 1 = WALL R Insulation Y9-� . S�CTIaLV ' ; Sheathing 2-� .043 Siding '67 Outside air film -t� � � R `.PCYlY1L 23.03 . —�- � ' � � —� — Insic7e air film .68 � ' STUD Interior wall � .45 •. S�CTION Stud - 6 " G.50 : (rraming) U = 1 = � R SheaLhing 2.06 . Siding � -67 � .095 Outside air film � -�-� ' �t �p�, 10.53 � � -'' ---Interior air iilm -�a � � • Insulation 19-� ItIM ' ( � `-' ) 1 ? inch soft Wooc3 1.f3f3 (Rim JoisL-) U = 1 = JOIST . � • a • Sheathing • ' 2•� i �i Extecior Wall covering -67 • .pql Exterior air film -17 � � a Tat'AL . 24.46 � � % Intecior air fiLn . � .68 . . • , ir_ . /� (� . . • r r Insulation ��%�"" L'✓l�• � • E'oundation (12 " ulock) 1.2f3 (L'ounc7ation) U = � _ Cxterior air film .l'1 ._.....—..- . - �.OS R ZiOTAL 12.13 ____--_ . � i • CI;CLLNG ti�1L'Ctl Yl:(YCL:U /�'I'l't�: :;l'/�(:1. /�11py�; [i VALUE EZ YnLU[i CRN1 I NG CG L L ING �- O.G1 Aic E ilm O_GL / , 36_pp Insula�ion 4_4_pp � � / / _ _ 4_3a Joist / s / ' ` —__ / _56 Ceilinq .56 .• % � � O_61 Aic Film , 0.61 \ . 41_SS TotaL R 45.7f3 � _ _024 U = � _021 . CATEIGDE2AG CEILING R YALUG R VAL(!E: E��.{I� CGILINC _ � - 0_61 Inszde aic Cilm 0_61 i _56 Ceiling _SG 14_375 Joist�Spacer} — - — Insulation 33.f35 -- r cT — - A1C SE?dCe _SO � _67 Roof decking •.67 • _... .06 ['elt . -� � _ _44 Shingle .44 ; 0.17 Outside aic Lilm O_17 . 16_88 Total R 3�i_£36 � _059 L = U : _027 . Windov inEiltration .5 cLm/li�eal Loot o£ ccack � Residential ciooc inCil��a�io� 0.5 cCm/square Loot o� door and miciimuc� code cequicemenC Non-c'esidential dooc inEiltca�ion 11.0 cEm/lineal Coo� oC ccack Ub 12" conccete block no insulation = .7fI1 [t 1.2f3 double glass = .52 , �ciple glass = .31 � All extecioc ualls and ceilings nnast have a vapoe t�acciec (O.lU) E�erni max, 1 • vapoc barcier musl- be on the inside (hQal:ed side) oL vall_ Va�oc baciecs oC lhe polyethelene lhin Cilm liave no tt vaLue. �� ,� � � 9yu4[1 MAST BATH V1iuW ��•(ji��r�J��uL,`1�1� . , �r ' r � � �nn f �.7C�� v 0 C�� AC �I11'�r�llnrv�J 1 \/l , rM� . j� . � �r �� - � T,i-6eam ^^ v542 seriziivumoe� iuy�46-44 r a,� �� .� n :r..� .v� v�i�.�vnai�� .v�. +� �,i W,�� BEAMUSA 1111 9/215� 14 53 56 Page?of 1 Builcl Code 104 THiS Pi�ODUCT ME�T�OR �XCEEDS THE �ET D��IGN CONTt�OLS FOR THE APPLI�ATION AND LOAD� LIST�7 Member Siope:0 Roof Siope:0 i i �-i ! � 'i �� I�I� ;'2'' , ____—�� __ All dimensions are horizontal. Product Diagram is Conceptual. �oaos: Analysis for Header Member Supporting ROOF Application. Tributary Load Width: 1' Loads(psf):40 Live at 125"/o duration, 15 Dead, and TYPE CLASS LfVE DEAD LOCP.TION P,PPLICATION COh4MENT Uniform{p!f) Roef(1.2�; 180 68 0 te 3' Adds to Uniform(plf) Roof(125) 837 314 3'to 7' Adds to Point(ibs.) Roof(125) 0 3451 3` Acids to SUPPORTS: iN�UT BEARING REACTIONS{Ibs.) WiuTH LENGTH JUSTiFiCATiGN LiVE/DEAD/i OTAL DETAIL OTHER 1 Column 525" 5.25" Left Face 1471 /2581 /4052 Detail R1 SB Shear Blockina 2 Ce!umn 5.25" 5.25" Right Face 269?!2499!5196 Detail R? ,�'_,B Chc�r B!ecking -See TJP�!SPECIFIER'S/BUILDER'S GUIDES fo�det2i!(S): R1. L�tSII�IV COIv�'fC�LS: �1AXIMIIM nFgi�N rON?RO! CONTROL LOC?.TION Sh�ar(Ib) 4817 37Q3 7897 P�ssed{47%1 Rt,end$na.n 1 und�r Roof loading Moment(ft-Ib) 9500 9500 16445 Passedi58°io) MID Span 1 under Roof loadina Live Defl.(in) 0.058 0.213 Passed(U999+) M1D Span 1 under Roof loading Totai Defl.(in) 0.159 G.319 Fassed(U4o1j NiiD Span i under Rooi loading -D2FIzC.LIV�CfllZlla. JTnI�VUfYi\V(LL. L�JVV�TL.ULYV�. -Bracin9(Lu):A!!compress;or edges(tep and bottom)must bs braced at 2'8"e!c un!es�deta;led e,�e�;r�e. �r�p�r�tt�chme^t ard positioning ef latera!bracing is required to achieve membe!Stab11i1y. -Design assumes adequate conhnuous la±eral sup�ort of the�ompression edge. a��;r�or.�� raor�s: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software wilf be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product appiication, inpui ciesign loads, and staied dimensions have been provided by the softvvare user. i his output has not been reviewed by a TJivt Associate. -PJoi aii produi;ts are readiiy available. Chei;k with your supplier or TJ�vi technicai represer�iaiive ior product aveiiabiiity. -ThiIS A"JALYSIS FOR TRUS JOIST MaCh"ILLAN PROD'JCTS OPJLY': PRODUCT SUBSTITUTIO�J VOIDS TFiIS AN�LYSIS. -Allowable Stress Design methodology was used for Code U8C analy�ing the TJ�� Residential product listed above. -Note: See TJM SPECIFItR'S/BUiLDEK'S GUIDES for multiple ply connection. � PROJECT lNFORMATlON OPEP.ATOR INFOP.MATlON: No Projeci Information available D.F.F. PLAiVNIiVG 8�DtSIGN, IivC. TtRKY MIKKELSON 4797 HIGH'vVAY 10 N.E. ARDEN HILLS, MN 55112 651-535-68R9 V51-V3V-141L Copyrignt O 1995 oy Trus Joist NtacMiiian,a iimited par[nership,esoise,Idano;uSi�,. TJ-Beam'*'is a irademark of Trus Joist NiacNiiilan Microllam�is a registered trademark of Trus Joist MacMillan_ ��t-��,.1� 990421 MAST WDW � T,1-BeamTM v5.42 Serial Number:705046244 2 Pcs of 1.7.�3�� X 9.rJ"�� Z.OE NlicrollamrJ LVL BEAMUSA 1111 9/2/99 14:56:18 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATI�N AND LOADS LISTED Member Slope:0 Roof Siope:0 i _--+ I � � I I w I�1�- �1z1 $,s„ , All dimenslons are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Header Member Suppor��g RQOF A�p!Ecation. TribuYary Load Width: 1' �oads(psf):4Q�ive a#1�5%cl�ration,'15 Dead,and: TYPE ClASS LlVE �EA�J LOCATlON APPLlCATlON COMME�!T Un�form(p!fl Roof(1.��) 180 68 0 to 2'6" Adds to Uniform(p)f� Roof{9.25) 837 394 2'6"to 8'6" Adds to Point(Ibs.) Roof(1.25} 0 3451 2'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 5.25" Left Face 2284/3389/5674 Detail R1 SB Shear Blocking 2 Column 5.25" 525" Right Face 3528/2321 /5849 Detaii R1 SB Shear Blocking -Ses TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXlMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 5576 5290 7�97 Pass�d(67%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 12307 12307 16445 Passed(75%) MID Span 1 under Roof loading Live Defl.(in) 0.153 0.262 Passed(V619) MID Span 1 under Roof loading Total Defl.(in} 0.316 0.394 Passed(Ll299} MID Span 1 under Roof loading -Deflection Criteria:STAfVDARD(LL: U360,TL:U240). -Bracing(Lu}:All compression edges(top and bottom)must be braced at 2'8"o%untess detailed otherwise. Proaer attachme�t and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous latera!support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of iis products bythis software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design foads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readiiy available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODllCTS ONL�(! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. '" -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S�UIDES for multiple ply connection. ' PROJECT INFORMATION OPERATOR INFORMATtON: No Project Information availabte D.F.P. PLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. Microllarr�is a registered trademark of Trus Joist MacMilfan. ��-,t�_��s 990421 BATH WDW /%� s • TJ-BeamT"' v5.42 SeriaiNumber:709U46244 2 PC$ QI �.7Jr'�� X 9.5�� Z.OE Microlfarr�0 LVL BEAMUSA 1111 9/2/99 15:04:09 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICA710N AND LOADS LISTED Member Siope:0 Roof Slope:0 � � f�� , �-3'6"--� All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Apfilicafion. Trihutary Load Width: 1' Loads(psfl:40�ive at 125°�du�aGon, 15 flead,and: TYPE CLASS LlV� DEAD LOCATION APPLlCATIOP: COh4!:9ENT Uniform(F!f) Roof{1.25) 180 68 1'B"to 3'6" Adds to Uniform(plf) Roof(125) 837 314 0 to 1'6" Adds to Point(Ibs.) Roof(1.25) 0 3451 1'6" Adds to SUPPORTS: INPIiT BEARIPIG REAC7lONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 525" 5.25" Left Face 1209/2496/3705 Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" Right Face 545/1647/2193 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S/BUILDER'S GUlDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DEStGN CONTROL CONTROL LOCATION Shea.r(Ib) 3325 2080 5686 Passed(37°/a) Lt,end Span 1 +ander Dead load Moment(ft-Ib) 3092 2600 11840 Passed{22%) M(D Span 1 under Dead load Live Defl.(in) -0.003 D.D96 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in} 0.017 0.144 Passed(U999+} MID Span 1 under Roof loading -Deflection Criteria: STAfVDAftD(LL: U360,TL:U240). -Bracing{Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate con6nuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJMj. TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The spec�c product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress.Design methodology was uszd for Code UBC analyzing tt�e TJM Residential product listed above. -Note:See TJM SPECIFiER'S/BUILDER'S GU�DES for multiple ply connection. � PROJECT INFORMATlON OPERATOR INFORMATlON: No Project Information available D.F.P.PLANNING 8 DESIGN,INC. TERRY MIKKELSON 4797 HIGHWAY 90 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�i 1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA TJ-Beam"'is a trademark of Trus Joist MacMillan. Mfcrollarr�is a registere0 trademark of Trus Joist MacMillan. ��?��.�� 990421 UPPER STAIRS R LVL �� f C pA TJ-Beam v5.42 Serial Number:705t746244 2 Pcs of 1.75�� X �..Fl�� L.QG iiii�CrO��a� BEAMUSA 1111 9/2/99 15:06:35 Page 1 of 1 Build Code:104 TH1S PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 . i i I , I�I� �IZI ��a�s�� All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting ROOF Application. Tributary Load Width: 1' Loads(ps�:40 Live at 125%duration,15 Dead,a�d: TYPE CLASS LIVE DEAD LOCATION APPLICATlON COMMENT Uniform{plfl Roof(1.25) 860 248 0 to d'-6" Adds to Point(ibs.) Roof(1.25) D 1485 8" Adds to SUPPORTS: �NPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVEJ DEAD/TOTAI DETAIL OTHER 1 Column 5.25" 5.25" Left Face 1575/1962/3537 Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" Right Face 1575/748/2323 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 3233 1128 7897 Passed(94%) Rt.end Span 1 under Roof loading Moment(ft-Ib) 2097 2097 16445 Passed(13%) MID Span 1 under Roof loading Live Defl.(in} 0.012 OJ29 P�ssed(U999+) B�ID S}�an� under Roof Joading Total Defl.(in) 0.01 S 0.194 Passed(U999+) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu):AI!compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachmerrt and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is out�ut from soRware developed by Trus Joist MacMi!!an(TJM). TJM warrants the sizing of its products by this software will be accomplished�n accordance with TJAA prodi�ct design criteria and code accepted design values. The specfic product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product avai{abi{ity. -THIS ANALYSIS FOR TRUS JOIST MacM1LLAN PRDDllCTS ONLY! PRODllCT SUSSTlTUTION VOIDS TH1S ANALYSIS. -Allowable Stress Design methodolagy was uszd for Code UBC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATlON OPERATOR INFORMATION: - No Project Informa6on available D.F.P.PLANNING&DESIGN,INC. TERRY MIKKELSON 4797 HIGHIIlJAY 90 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-BeamTM is a trademark of Trus Joist MacMillan. MicrWlart�ls a registered trademark of TRIs Joist MacMiNan. �� . 990421 BED 3 WDW -t— . � TJ-Beam"' �'s.az s�ro;Number 709^..;6zaa 2 PCS Df �.�5" X 9.5" 2.C� Njicro(IamG LVL BEQMUSA 1111 9C1/99 15:28:35 Page 1 cf t Build Code:104 THiS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND L4ADS LISTE9 Member Siope:0 i2oof Siope:0 �i i 1 i t �� i2i � s, � All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analy�is for Beam Msmber Supportin�ROOF A�pl�cation. Trib!.rtary Load Width: 1' Loads(psfj:4Q live at 125%duration,15 i3ead,and: TYPE CLASS LlVE DEAD LOCATlON P.?Pl.ICATlQN COMMENT Unifo�m,plf) Roof(1.25) 18� 68 �te 3'6" Adds te Un'rform{plf� Roof{125) 427 16� 3'6"t�6' Adds to Point(Ibs.) Roof(125) 0 1485 3'f" Adds to SUF'PORTS: �NPUT BEARING REAGTlONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 5.25" Left Face 770/922/1692 Detail R1 SB Shear Btocking 2 2x_Stud Wall 5.25" 5.25" Right Face 1168/1346/2514 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S/BUILDER'S GUlDES for detail(s): R1. DESIGN CONTROLS: MAXIMUM DESlGN CONTROL CONTROL LOCATlON Shear(Ib) 2310 1713 7897 Passed(22°k�) Rt.end Span 1 unde�Roof loadi�g Moment(ft-tb} 3496 3496 16445 Passed(21%) MID Span 1 under Roof loading Live Defl.(in) 0.015 D_779 Passed(ll999+) MID Span 9 under Roof loading Totaf Defl.(in} 0.043 0.269 Passed(U999+) MID Span 1 under f�oof loading -Dzflection Criteria:STANDARD(LL:U3Sfl,Tt:t1240). -Bracing(Lu):A!I compression edges(top and bottom)must be b;aced at 2'8"o%unless detailed otherwise. Proper atta�hment znd positiening of latetal bracing is required to ach'seve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis preserrted is output from software developed by Trus Joist MacMi!!an(TJM). TJM warrants the sizing of its products by this sofiware wi!!be accomgGshed i�accordance with TJM{�roduct desig�crite�a a�d code accepted �lesign vaiues. The specific product application, input design loads, and stated dimensions have k�een provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION YOlDS THIS ANALYSIS. -A!lorvabls Stress Design methodology�r�as used for Code UBC analyzing the TJM Residential product listed above. � -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. � . PROJECT INFORMATION OPERATOR INFORMATION; No P�oject Information available D.F.P.PIANNIIVG 8�DESIGN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright @ 1999 by Trus Jois:MacM;�ar,a limited paRnership,Boise,Idaho,USA. TJ-9eamTM is a tradema;k c'Trus Joist MacMillan. Microllartn�is a registered trademark of Trus Joist MacMillan. ��,.�� 990421 STUDY WDW ' TJ-BeamTM �.az Serial PJumber:709C4624a 2 PCS Of 1.75" x 11.875" 2.OE Micro!iam0 LVL BEAMUSA 1711 9/3/99 9:53:18 Page 1 of 1 Build Ccde:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �1 I 1 I � 111� i21 � ./�w �� g�6,. Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(ps�:40 Live at 100%duration,15 Dead,0 Partittion,and: TYPE CLASS LIVE DEAD LOCATION APPLICATlON CO�AMENT Uniform(pk� Floor{'1.��) 510 191 Q to 8'6" Adds ta Uniform(pif� Roof(1.25) 180 188 0 to 2' Adds to Point(ibs.) Roof(125) 0 5674 2' Adds to SUPPORTS: �NPUT BEARING REAC7"IONS(Ibs.) WIt�TH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 525" 4" Left Face 2665(R1.25)/5724/8389 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 2370(R1.25)/2174/4544 Detai!A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESiGN CONTROLS: MAXIMUM DESIGN GONTROL CONTROL LOCATION Shear(ib) 8035 6698 7897 Passed(,85°k) Lt.er�d Span 1 under Floor loading Moment(ft-ib) 12070 11888 19942 Passed(60%) MID Span 1 under Floor loading Live Defl.(in} 0.063 0.262 Passed(U999+} M1D S�an 1 under Roof loading Total Defl.(in} 0.165 0.394 Passed(U573} MID Span 1 undzr Roaf loading -Deflection Criteria:STANDARD(LL: U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)musi be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this sotiware wiN be accompNshed in accordarace vvith TJM{xoduct design cr�eria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJNi Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSlS FOR TRllS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SllBST1TUTIDN VOIDS THiS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connecfion. PROJECT INFORMATION OPERATOR INFORMATION: No Project Informatior�available D.F.P.FLANNIl�G&DFS�GN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEPJ HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�1999 by Tr�s Jois:MacMitlar,,a limited pa,^,nership,Boise,Idaho,USA. TJ-ProTM ard TJ-BeamTM are trademarks of Trus Joist MacMillan. Microllarr�is a registered trademark of Trus Joist MacMilfan. • `��-��,�� 990421 DINETTE '�� TJ-BeamTM v5.42 SerialNumber.709046244 3 Pcs of 1.75� X �sr� �.OE Mlicrollam0 LVE. BEAMUSA 1111 9/3/99 10:00:08 Page t of 7 Bui{d Code:104 THlS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTR�LS FOR THE APPLICATION AND LOADS LISTED ' .� � � �� ll 21 a 15'2" - Product Diagram is Conceptual. LOADS: Analysis for Header Membsr Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads{ps�:40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE ClASS L!VE DEAD LQCP.TION APPLlCATION COMME�lT Unifarm{p(� Fl�ar{1.0�) �10 191 0 to 15'2" Adds to Uniform{plfl Roof('l.25) 50 19 0 to 15'2" Adds to Uniform(plfj Roof(125) 837 434 0 to 4'8" Adds to Uniform(plfl Roof(1.25) 180 188 10'2"to 15'2" Adds to Point(Ibs.} Roof(1.25) 0 4290 4'S" Adds to Point(Ibs.) Roof(1.25) 0 5098 10'2" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTiFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4.181" Left Face 8046(R1.25)/8415/16462 Detail A3 1.25"LSL Rim 2 Beam 5.25" 4" Right Face 5860(R1.25)/7702/13562 Detail A3 125"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. -Bearing length requirement exceeds input at support(s)1. Supplemental hardware is reguired to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN C�NTROL CONTROL LOCATION Shear(Ib) 15800 10404 15960 Passed(65°10) Lt.end Span 1 under Floor loading Moment(ft-Ib) 51775 45506 52146 Passed(87%) MID Span 1 under Ffoor loading Live Deft.(in} 0.256 A.364 Passed(U681) M1D Span'1 under Roof loading Total Defl.(in) 0.641 0.727 Passed(V272) MID Span 1 under Raof loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):Ali compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this sofiware will be accomplished ir�accc�rdance with TdM produci design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJI�II technical representative for product availabilityr. � -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PROpUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residentia{product listed above. � -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. . • PROJECT INFORMATION OPERATOR INFORMATION: No Project Informa6on available D.F.P.FLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright ts�1999 by Trus Joist MacMiilan,a Iimited partnership,Boise,Idaho,USA. TJ-ProTM and TJ-Beam^'are trademarks of Trus Joist MacMillan. ' Microllarr�is a registered trademark of Trus Joist MacMillan. ��j��-�� 990421 DINETTE PATIO Dt� ' TJ-BeamT'" �.4z Seriai Number:70yU46[44 3 Pcs of 1.75" x 11.875" 2.OE Micral{am0 LVL BEAMUSA 1111 9/3/99 10'09:59 Page 1 ot 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTf20LS FOR THE APPLiCAT10N AND LOADS LISTED � � 1 � �i� i2� .� ^� - r - Product Qiagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Appiication. Tributary Load Width: 1' Loads(psf):40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LlVE DEAD LOCATION APPLICATION COMMENT Uniform(Qlfl Roof{1.25) 280 105 0 to 7' Adds to Uniform(pl� Roof(1.25) 180 188 0 to 7' Adds to Point(Ibs.} Roof(1.25) 0 13562 2' Adds to SUPPORTS: �NPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 1750(R1.25)/11110/12860 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 1750(R1.25)/4728/6478 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S!BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MA.XIMUM DESIGN COIVTROL CONTROL LOCATlON Shear(Ib) 12602 10646 10661 Passed(100%) Lt.end Span 1 under Dead load Nioment(ft-ib) 20092 18114 26922 Passed(67%) MID Span 1 under Dead load Live Defl.(in) 0.017 0293 Passed(U999+) M1D Span 1 under Roof loading Total Defl.(in) 0.114 0.319 Passed(U669) MID Span 1 under Roof loading -Deflecfion Criteria:STANDARD(LL: V360,TL:LI240). -Bracing(Lu):All compression edges(top and bottom}must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM wiarrants the sizing of its products by this software will be accomplished ir�accordar+ce vvith TJAA�oduct design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your suppiier or TJM technical representative for product avaiiability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAIv PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Cade UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. PLANNING 8�DESIGN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�1995 by Trus Joist Macbiillan,a Iimited partnership,Boise,Idaho,USA. 7J-ProTM and 7J-BeamT'"are trademarks of Trus Joist MacMillan. Mlcrollarr�is a registered trademark of Trus Joist MacMillan. ��'��M`��< 990421 LIV WDW /' • TJ-BeamTM' ;�.4z Serial Number:7U5046244 2 P�s of 1.75" x 9.5" 2.OE N�icrollatn� LVL BEAMUSA 1111 9/3/99 10:24:19 Page 1 of 1 Build Code:104 THiS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1n i� 1 i �� --, � .� �i2, - 8'6" _ Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR-RES.Applicafion. Tributary Load Width: 1' Loads(ps�:40 Live at 100%duration,15 Dead,0 Partition,and_ TYPE CLASS LIVE DEAD LOCATION APPLICATlON COMMENT Uniform(plfl Floor{1.00) 260 98 0 to 8'6" Adds to Uniform(plfl Roof(1.25) 180 188 0 to 1' Adds to Point(Ibs.) Roof(1.25} 0 4052 9' Adds to Point(Ibs.) Roof(1.25) 0 5196 7'6" Adds fo Unfform(plf} Roof(1.25) 837 434 7'6"to 8'6" Adds to SUPPORTS: �NPUT $EARING RE,4�TlONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 1475(R1.25)/4867/6341 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 2092(R1.25)/6042/8134 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s}:A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 7605 1383 8398 Passed(22%) LY.er�d Span 1 under Floor loading Moment(ft-Ib) 6665 6539 13156 Passed(5d%) MID Span 1 under Floor loading Live Defl.(in} 0.084 0262 Passed(U999+y M►D Span� under Roof loading Total Defl.(in) 0.186 0.394 Passed(U509} MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U360,TL:U240). -Bracing(Lu}:All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this sofiware will be accompGshed i�accordance wiih 7'JM product desigt�criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your suppfier or TJM technical representative for product availabilit}r. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodolagy was used fgr Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S!BU4LDER'S Gt11DES for multiple ply connection. , ' '' PROJECT INFORMATlON OPERATOR INFORMATION: No P�oject Info�matiora available D.F.P. PLANNING 8�DESJGN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�1999 by Trus Joist MacMillan,a Iimited partnership,8oise,Idaho,USA. TJ-ProTM and TJ-BeamTM are t2demarks of Trus Joist MacMillan. Microllarr�is a registered trademark oT Trus Joist MacMilian. �� 990421 PORCH h� � tt,l��i . ' TJ-BeamTM �.4z Serial Number:709046244 2 Pc� of 'I.75" x s.5" 2.OE Micro{IamO LV� BE4MUSA 1111 9/3/99 10:38:13 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ��1 i •1�-_�-� n� �2� � .� ^. , ; ,.$.. _ Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psf�:40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS UVE QEAD LOCATlON APPLICATION COMMENT Uni�orm{plfl Floar(1.QQ) 40 15 0 to 7'8" Adds to Uniform(pl� Roof(1.25) 837 434 0 to 1'�0" Adds to Uniform(pif) Roof(125) 180 68 4'8"to 6'S" Adds to Point(ibs.) Roof(1.25) 0 37d5 1'10" Adds to Point(Ibs.} Roof(1.25} 0 2193 4'S" Adds to Point(Ibs.) Roof(1.25) 0 1682 6'S" Adds to SUPPORTS: �NPUT BEARWG REACTIONS{Ibs.) WIDTH LENGTH JUSTfFiCATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 1785(R1.25)/4872/6657 Detail A3 1.25"LSL Rim 2 Column 5.25" 4" Right Face 678(R1.25)/3933/4611 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESlGN CONTROLS: MAXlMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 8223 4291 5686 Passed(75%) 1.t.end Span 9 under Dead load Moment(ft-Ib) 8520 7330 11846 Passed(62%) MID Span 1 under Dead load Live Defl.(in) 0.029 4_976 Passed(ll999+) M1D Span 1 under Roof IDading Total Defl.(in} 0.189 0.352 Passed(U447) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U480,TL:U240}. -Bracing(Lu):A!I compression edges(top and bottom)must be braced at 2'8"o%unless detai!ed othervrise. Proper attachment and positioning of lateral bracing is required to echieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from soffware developed by Trus Joist MacMillan{TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance vwth TJM product design criteria and code accepted design values. The specfic product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily avaitable. Check witt�your supplier or TJM techni�al representative for product availability. • -THIS/�NALYSiS FOR TRUS JOIST MacMILLAN PRDDUCTS DNLY! PRODUCT SUBSTlTUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUlLDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR IRIFORMATION: No Project Information available D.F.P.PlANNING 8�DESJGN,lNC. TERRY MfKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�J 1555 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. 7J-ProT""and TJ-BeamTM are trademarks of Trus Joist MacMillan. Microllarn�is a registered t2demark of Trus Joist MacMillan �� ,�� 990421 GAR 1N1� 01� !.0 s . ' TJ-BeamTM' �.dz Seriai Number.70904o24�i 2 Pcs of 1.75" x 9.5" 2.OE !lAicrollam� LVL BEAMUSA 1111 913/99 10:43:30 Page 1 of 2 Build Code:704 THiS PRODUCT MEETS OR EXCEEDS THE SET DESiGN CONTROLS FOR THE APPLICATION AND LOADS LISTED i 1 ! -� tlYl � G li\I 11j�1 i121 r,' ` � 7� Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLO�R-RES.Application. Tributary Load Width: 1' Loads(psfl:40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATiON APPLICP.TION COMMENT Uniform(plfl Flaor(1.00} 360 135 a to 7' Adds to Uniform(pl� Roof(1.25) 300 113 0 to 7' Adds to Uniform(pif} Roof(7.25) 180 188 0 to 7' Adds to Point(Ibs.) Roof(1.25) 0 1485 9" Adds to SUPPORTS: INPUT BEARING REACTIONS(ibs.) WIDTH LENGTH JUSTIF1CATlON LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4" Left Face 3025(R1.25)/2963/5988 Detai!A3 1.25"LSL Rim 2 Vertical2x DF/L, SYP 5.25" 1.635" Right Face 3135(R1.25}/1743/4878 Detail H1 -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3, H1. HANGERS: REVERSE T.F. T.F. NAILING MODEL S�OPE SKEW FLANGES OFFSE� SLOPE FACE TOP MEMBER Right Top NONE FOUND No N/A No 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATlON Shear(Ib) 5569 3231 7897 Passed(�9°�,) Rt.er�d Span 9 under Roof loading Moment(ft-Ib) 6873 6873 16445 Passed(42%) MID Span 1 under Roof(oading Live Defl.(in) 0.075 D.95B Passad(L996) .6A1D S{�an 9 under Roof loading Total Defl.(inj 0.121 0.312 Passed(iJ619) MID Span 1 under Roof loading -Deflection Criteria:STANDARQ(LL: U480,TL:L/240). -Bracing(Luj:All compression edges(top and bottom)must be braced at 2'8"o!c unless�+stailed othenrrise. Proper attachment and positioning of�ateral bracing is required to echieve member stability. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. PLANNING&DESIGN, INC. TERRY lu11KKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�1993 by Trus Joist MacMillan,a limited paRnership,Boise,Idaho,USA. TJ-Pro"'and TJ-BeamTM are trademarks of Trus Joist MacMillan. Microllam�is a registeretl trademark of Trus Joist MacMillan. �ii'��1--,1,�_�y�� 990421 GAR 'f /� • TJ-BeamTM �.42 Seriai Number:705046244 2 Pcs of 9.75" x 9.5".2.OE Microllam0 LVL BEAMUSA 1111 9/3l99 10:43:30 Page 2 of 2 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMilian(TJM}. TJM warrants the sizing of its products by this soflvrare will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. PLANNING&DESIGN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyrigh:�1999 by Trus Jois:MacMillan,a limited paRnership,Eoise,Idahe,USA. TJ-ProTM and TJ-Beam'TM are trademarks of Trus Joist MacMillan. Microllarr�is a registered trademark of Trus Joist MacMillan. ��t-M_�� 990421 GAR /� ' TJ-62amTM �.�2 �;;a��.��:�o��<;; 2 Pcs of 1.75" x 11.875" 2.OE Micro!lam0 L!!L BEAMUSA 1111 9/3/99 10:50:03 Page 1 of 2 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATfON AND LOADS LISTED r—�a � I�; �i�� 2� � �o�$�� _ Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Applica6on. Tributary Load Width: 1' Loads(psf�:40 Live at 100%duratio�, 15 Dead,0 Partition,and: TYPE CLASS LlVE DEAD LOCATION APPLICATlON COMMENT Uniform(plfl Floor(1.00) 260 98 0 to 4'6" Adds to Uniform(pl� Floor(1.00) 360 135 4'6"to 10'8" Adds to Uniform(pifj Roof(1.25) 420 278 2'6"to 4'6" Adds to Uniform(pIfl Roof(1.25) 240 210 4'6"to 10'8" Adds to Point(Ibs.) Roof(1.25} 0 2514 2'6" Adds to Point(Ibs.) Roof(125) 0 1485 4'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 3.50" 2.619" Left Face 2676(R1.25)/4198/6874 Detail A3 1.25"LSL Rim 2 Vertical 2x_DF/L,SYP 5.25" 2.372" Right Face 3461 (R1.25)/3208/6669 Detail H1 -See TJM SPEClFIER'S/BUILDER'S GUlDES for detail(s):A3, H1. -Bearing length requirement exceeds input at support(s)1. Supplemental hardware is required to satisfy bearing requirements. HANGERS: REVERSE T.F. T.F. NAlLING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Right Top NONE FOUND No N/A No 0 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL lOCAT10N Shear(Ib) 6803 5377 7897 Passed(68°�) �t.e�d Span 7 under Floor loading Moment(ft-Ib) 19071 15780 19942 Passed(79%) MID Span 1 under Floor loading Live Defl.(in) 0.168 D252 PassEsi(L/71$) BIllD Span 1 under Roof loading Total Defl.(inj 0.396 0.503 Passed(U305} MID Span 1 under Roof loading -Defleetion Criteria:STANDAftD(LL: U480,TL:t12�S0). -Bracing(Lu):Afl compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning o#lateral bracing is required to achieve mert3ber s#ebility. . PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. PLANNING 8�DESIGN, INC. TERRY MJKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�1999 by Trus Joist MacMillan,a limited partnership,Ecise,Idaho,USA. TJ-ProTM and TJ-BeamT""are trademarks ef 7rus JoisY MacMillar. Microllarr�is a registered trademark of Trus Joist MacMilian. ��y„_�� . 990421 GAR �.� ' TJ-BeamTM' �.�� Seriai Number:709C4624S 2 Pcs of 1.75" x 11.875" 2.OE Microiiam0 LVL BEAMUSA 1111 9/3/99 10:50:03 Page 2 of 2 Build CoCe:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJIU waRants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The spec�c product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for praduct availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATiON OPERATOR INFORMATION: No Project Information available D.F.P. PLANNING 8�DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 C'.opynght�1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA TJ-ProTM'and TJ-BeamTM are trademarks of Trus Joist MacMillan. Microllacn�is a registered t2demark of Trus Joist M�cMillan. ��-��,�� 990421 GAR _f,� � TJ-BeamTM �.42 Serial Number:709046244 2 Pcs of 1.75" x 11.875" 2.OE Microllam0 LVL BEAMUSA 1111 9/3/99 11:00:10 Page 1 of 1 Buiid Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATfON AND LOADS LISTED Member Slope:0 Roof Slope:0 �--1 � i �� n �--9'3" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Ana[ysis for Beam Member Supporting ROOF AppGcation. Tributary Load Width: 1' Loads(,ps�:40 Live at 125%durafion, 15 Dead,and: TYPE CL,4SS LIVE DEAD LOCATlON APPLlCATION COMMENT Uniform(pl� Roof(125) 60 23 0 to 1'3" Adds to Uniform(plf) Roof(125) 720 270 1'3"to 9' Adds to Point(ibs.) Roof(1.25) 0 16145 1'3" Adds to SUPPORTS: �NPUT BEARING REACTIONS(�bs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 7.25" 7.25" Left Face 2831 /15816/18647 Detaii R1 SB Shear Blocking 2 Column 3.50" 3.5" Right Face 3194/2695/5889 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S!BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXlMUM DESIGN CONTROL CONTROL LOCATlON Shear(Ib) 18575 4783 9871 �assed(48°k) Rt.etad Span 1 under Roof loading Moment(ft-Ib) 16811 12158 17948 Passed(68%) MID Span 1 under Dead load Live Defl.(in) D.114 0287 Passed(119D9) 6AlD Span 9 linder Roof loading Total Defl.{in} 0.278 0.430 Passed(U372} MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL: U36fl,Tt:t1240). -Bracing(Lu):All compression edges{top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachmertt and positioning of�eteral bracing is fequired#o ad�ieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this sofi�aare will be accomplished in accordar�ce with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check wwithh your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! P'4�ODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology v�as used for Code UBC analy�ing the TJM Residential product listed above. -N.o�e:See TJM SPECIFIER'S/BUlLDER'S GMJIDES for multiple ply connection. PROJECT INFORMATiON OPERATOR INFORMATtON: � No Project Information available D.F.P. PLANNING 8�DESIGN,INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copynpht�1999 by Truc Joist MacMillan,a limitecl partnership,Boise,Idaho,USA TJ-BeamTM is a trademark of Trus Joist MacMillan Microllar,s�is a registered trademark of Trus Joist MacMillan. ��.J� 990421 FOYER LEFT ' TJ-BeamTM v5.42 S2rialNumber:7C9C46244 G PCS �� 1.�5�i X 1v�+ Z.QE Microllam0 L11L BEAMUSA 1111 9/3/99 1122:46 Page 1 of 1 Build Code:104 THIS PRODUCT MEE7S OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLiCAT10N AND LOADS LISTED n h � i1i 2i � � � . 25'8" - Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Appiication. Tributary Load Width: 1' Loads(psf�:40 Live at 100%duration,15 Dead,0 Partition,and: TYPE CLASS L!�!E DEAD LOCATIO�! APPLICATION COMMENT Uniform{pl� Floor(1.00) 40 15 4 to 25'8" Rdds to Uniform{ptfl Floor(1.00) 390 146 15'4"to 19'8" Adds to Point(Ibs.) Floor(1.00) 0 2405 15'6" Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICAiiON LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 4'" Left Face 1569/1768/3337 Detail A3 '125"LSL Rim 2 Column 3.50" 2.25" Right Face 2174!2487/4661 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUlDES for detail(s):A3. DESIGN CONTROLS: MAX)MUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 4640 4433 11970 Passed(37%) Rt.end Span 1 under Floo�loadi�g Moment(ft-Ib) 35373 35373 43299 Passed(82%) MID Span 1 under Floor loading Live Defl.(in} 0.472 0.630 Passed(U641) MID Span 1 under Fioor loading Total Defl.(in) 1.105 1.259 Passed(U274) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: L/480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o!c unless detailed otherwise. Proper attachment and posfioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM}. TJM warrants the sizing of its products by this software will be accomplished in accordance with'fJM product design c�itena and code accepted design values. The specfic product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availabilityr. -THIS ANALYSIS FOR TRUS JOIST MacMIILAN PRODllCTS�NLY± PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. -Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for muttiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available D.F.P. PLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyr,ght m 1999 by Trus Joist MacMillan,a limited partnersnip,Boise,Idaho,USA. TJ-ProTM and TJ-Beam'*'are t2demarks of Trus Joist MacMillan. Microllam�is a registered trademark of Trus Joist MacMillan. ��,.�� 990421 GRT RM/DINETTE _F,f � TJ-B2a�-TM „s.az s�;;a;r.;,-bz;:�oscasz�� 2 PCS Of 1.75" X 18" 2.QE MiCt'o((e�'I'1 RO LVL sFxMusa iiii s�iss ii:zras Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED �� h j! �i i ��2,� � � 25�g�� ; Product Diagram is Conceptual. LOADS: Analy�is for HeadPr Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(ps�:40 Live at 100%duration, 15 Dead,D Partition,and: TYPE CLASS LIVE DEAQ LOCA.TlON APPLlCATlON COMME�IT Uniform(plfl Floor{1.00) 40 15 0 ta 25'8" Adds to Uniform(plfl Floor{1.00) 390 146 15'4"to 19'8" Adds to Point(Ibs.) Floor(1.00) 0 1240 15'6" Adrls to Point(Ibs.) Floor(1.00) 0 165 19'6" Adds to SUF'PORTS: �NPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEADl70TAL DETAIL OTHER 1 Column 525" 4" Left Face 1569/1344/2914 Detail A3 'I.25"LSl Rim 2 Beam 3.50" 2.25" Right Face 2174/1910/4084 Detai!A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXlMUM DESlGN COIVTROL CONTROL LOCATION Shear(Ib) 4063 3856 11970 Passed(32°k,) Rt.er�d Spa�1 under Floor loading Moment(ft-Ib) 28945 28945 43299 Passed(67%} MID Span 1 under Floor loading Live Defl.(in) 0.472 0.630 PassEd(ll649) N!ID Span 1 under Fioor loading Total Defl.(in} 0.927 1259 Passed(U326} MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U480,TL:L124�). -Bracing(Lu):AI!compression edges(top and bottom)must be braced at 2'8"o%untess detailed otherwise. Proper attachment and positioning of lateral bracing is reguirsd to achieve metr�ber stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordarace witl�TJAA product design criteria and code accepted design values. The spec�c product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRDDUCTS OI�ILY! PRDDUCT SUBSTITUTION VOIDS THIS ANALYSIS. -AI{owable Stress Design methodology was used for Code UBC analyzing the TJM Residential product listed above. , -Note: See TJM SPECIFIER'S/BUII�DER'S GUIDES for n'fultiple ply connection. PROJECT INFORMATlON OPERATOR lNFORMATION: No Project Information available D.F.P.PLANNING&DESIGN,INC. TERRY MIKKELSON 4797 HIGH�NAY�D N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copy�ght�1999 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-Pro""and TJ-BeamT'"are trademarks of Trus Joist MacMilian. Microllart�is a registered trademark of Trus Joist MacMillan. �rr'��-,tt_��f 990421 SCREEN Pc�RCH _f �� TJ-BeamTM v5.42 Seriai Number:705046244 3.5�� X 7�,875�� L.OE Parallam0 PSL BE�MUSA 1111 9/3l99 13:58:26 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED � � I „I— 11 i� �12i , " 14' - Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psfj:40 Live at 100%duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEAD LOCATlON APPLICATlON COA1lMENT Unrform(pl� Floor(1.00) 280 105 0 to 14' Adds to SUPPORTS: �NPUT BEARING REACTlONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.50" 4.25" Left Face 2240/945!3185 Detaii A3 1.25"LSL Rim 2 Column 5.50" 4.25" Right Face 2240/945/3185 Dstail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESlGN CONTROL CONTROL LOCATION Shear(Ib) 3034 2526 4902 Passed(52%) �t.end Span 1 under Floor loading Moment(ft-Ib) 10112 10112 14330 Passed(71%) MID Span 1 under Floor loading Live Defl.(in) 0290 �.333 Passed(U551) M1D Span 1 under Floor loading Totai Defl.(in) 0.521 0.667 Passed(U307) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):Ail compression edges(top and bottom)must be braced at 2'8"o/c un{ess detailed othervvise. Praper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIOMAL NOTES: -lMPORTANT! The analysis presented is output from software developed by Trus Joist MacMi!!an(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance writh�.lM productdesigr�criteria and cade accepted desig�values. The spec�c product application,input design loads,and stated dimensions have been provided by the sofiware user. This output has not been reviewed by a TJfiA Associate. -Not all products are readily avaiiable. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used far Code U8C analyzing the TJM Residential product listed above. -Environment Consideration: CCA-SL 2(19%<MC<28%);ABOVE GROUND EXPOSURE(TREATED).28%MAXIMUM MC Member analysis is appropriate only for material that is properly treated in accordance with procedures authorized by TJM. Wolmanized�CCA Parallam�material bearing the Timber Produs,ts Inspection, Inc.quality mark is warranted under joint agreements - by TJM and Hickson CorpQratian. • ' PROJECT 1NFORMATION OPERATOR INFORMATION: No Project Iriformation available D.F.P. PLANNING&DESIGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 Copyright�1�J9 by Trus Jcis:MacMillan,a lim;ed partnership,Boise,Idaho,USA. TJ-ProTM and TJ-EeamTM are tred2m,arks of Tn:s Jcist hlacMi;lar. Pa21lam�a�is a registered trademark of Trus Joist MacMillan. Wolmanized�is a registeretl trademark of the Hickson Corporation. ��. � �� 1�� 9yd421 BSMT � o,� aE` � . � TJ-BeamTM' �.4z Seriai Number:7i�504b`144 3 Pcs of 1.75" x 11.�75" Z.OE Microl0am0 LVL BEiMUSA 7111 9/3/99 15:00:02 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED � I i ,i ��I� �i� :,in 94' � Product Diagram is Conceptual. LOADS; Analysis for Beam Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' Loads(psfl:40 Live at 100°10 duration, 15 Dead,0 Partition,and: TYPE CLASS LIVE DEi-�D LOCATION APPLiCATIOfd COi�ilUcf:iT Unifa�m(p{f} F1aar(1.00) 5S0 210 0 ta 14' Adds ta SUPPORTS: �►�pUT BEARING REACTlONS{Ibs.) W(DTH LENGTH JUST(FICATIOIV LfVE/DEAD/TOTAL DETAIL OTHER 1 Column 525" 4" LeY Face 4244/1713/5957 Detail A3 1.25"LSL Rim 2 Pocket, Conc./Block 3.50" 2.25" Right Facz 4156/1678/5834 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S i BUILDER'S GUIDES for detail(s):A3. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 5694 4755 91845 Passed(40%) lt.er�d Span 1 under Floor loading Moment(ft-Ib) 19246 19246 29913 Passed(64°!0) MID Span 1 under Floor loading Live Defl.(in) 0.333 0.459 Passeri(L487) MiD S{�an 9 under Fioor loading Total Defl.(in} 0.468 0.676 Passed(U347) MID Span 1 under Floor laading -Deflection Criteria:STANDARD(LL: U360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design c�teria and code accepted design values. The specfic product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily availabie. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS DNLY! PRODU�T SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable SVess Design methodology was used for Code UBC analyzing the TJM Residential product tisted above. -Note:See TJM SPECIFlER'S/BUILDER'S GUIDES for multiple ply connsction. . � � , PROJECT INFORMATION OPERATOR INFORMATIOIV: No Project Information available D.F.P.PLANNING&DESlGN, INC. TERRY MIKKELSON 4797 HIGHWAY 10 N.E. ARDEN HILLS, MN 55112 651-636-6889 651-638-1412 C:opyright�1999 Dy Trus Joist MacMillan,a limrted partnership,Boise,Idaho,USA. TJ-ProTM and TJ-BeamTM are trademarks of Trus Joist MacMiltan. Microllame9 is a registered trad?mark of Trus Joist MacMillan. �� ";�� 990421 BED 4 WDW � v�/ At' < . � TJ-BeamTTM �.4z Seriai Number:7Cr�u46244 2 P�s of 1.75" x 9.5" 2.OE Micro!{am0 LVL BEf1MUSA 1111 9/Z/99 15:00:00 Page 1 of 1 Build Code:104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTRaLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 Roof Slope:0 � 3R5� � � �i u 6'd w YYY� i��-�121 8- �v �� --s�--T All dimensions are horizontal. Product Dlagram is Conceptual. LOADS: Analysis for Beam Member Supporting R.00F Application. Tribut�ry LoadWidth: 1' 1.�.�• o�o•`.0 83'1 3 tt �oads(ps�:40 Live at 125%duration,15 Dead,and: ��p .S�L ►aO 6� TYPE CLABS LIVE DEAD �LOCA710"! APPLlCATlQN C0114A,4ENT Ur.�form{p!fl Roof(1.25) 180 68 d� 4'�+'to�9'�'6Adds to Uniform(plf� Roof(1.25) 837 314 0 to 4=6u�� Adds to Point(Ibs.) Roof(1.25) 0 3451 �`�'.p Addsto $U�PORT$: �NPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 Column 5.25" 5.25" Left Face 2545/1745/4290 Detail R1 SB Shear Blocking 2 Column 5.25" 5.25" Right Face 1732!3366/5098 Detail R1 SB Shear Blocking -See TJM SPEClFIER'S/BUILDER'S GUIDES for detail(s): R1. DESIGN CONTROLS: MAXlMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 5001 4714 7897 Passed(60%) Rt.end Span 1 under Roof loading Moment(ft-Ib} 6290 6290 16445 Passed(38%) MID Span 1 under Roof loading Live Defl.(in) 0.040 0.179 Passed(U999+) MiD Span 1 under Roof loading Totai Defl.(in} 0.087 0269 Passed(L/740} MID Span 1 under Roof loading -Deflectian Criteria: STAtVDARD(LL: U360,TL:U240). -Bracing(Lu):AI!compression edges(top and bottom)must be braced at 2'8"a/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDtT10NAL NOTES: -1MPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrarits the sizing of fts products by this software will be accomplished in accordance with T.lM product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the sofiware user. This output has not been reviewed by a TJM Associate. -Not a{I products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ARfALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -A{lowable Stress Design methado{ogy was used for Code UBC analyzing the TJM Residential product listed above. -Note: See TJM�SPE.CiFIER'S/BUILDER'S GUiDES fGr multiple ply connection. PROJECT INFORMATlON OPERATOR INFORMATION: No Project Information available D.F.P. PLAtVNING&DESIGN,INC. TERRY MIKKELSON 4797 HIGHINAY 90 N.E. ARDEN HILLS, MN 55112 651-836-6889 651-638-1412 • Copyright�1999 by Trus Joist MacMillan,a Iimited partnership,Boise,Idano,USA TJ-BeamTM is a 2rademark of 7rus Joist MacMillan. M�crollarr�is a registered trademark of Tfus Jofst MacMillan. DATE TIME CITY OF ORONO CALLED IN INSPECTION NOT CE ,� SCHEDULED PERMIT NO. COMPLETED � T '� � ADDRESS o�-�CS� � � OWNER��- CONTR. �.� . ZS�Q�� TELEPHONE N0. .��"'� -I��"� � DESCRIPTION Ot FOOTIN � 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNd � 02 F 13 MECHANICAL FINAL 19 LAi�SHORENVETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION e 05 FINAL 14 SEWER HOOK-UO O6 PROGRESS Z F' 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT J Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL r 10 PLUMBING FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOH TO MEET YOU:_YES_NO � CO MENTS: � a t C�f/�. � e.z S !�l'I�cf-2 o �'l �� ;� 6��- -�� '' ��s 1� � 0 ti ��, s � ��J � � � c�z� � Q z � �� W r �-�w � o�-✓�I Y�s l� K�� , � r o �C �,� � �.- a-`t j —� / � � d C WORK SATiSFACTORY:PROCEED PROJECT COMPLETE W � �ORRECT WORK&PROCEED - ISSUE CERTIFICATE OF OCCUPANCY W O G CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. r- pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '^ CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnerlContractor on site: Inspector.��-��t.L1� White Copylinspector's File Canary CopylSite Notice D TE TIME CITY OF ORONO CALLED IN �� INSPECTION NOTIC� _ SCHEDULED // �' � S PERMIT NO. � � � COMPLETED �G fO' 3 ADDRESS ! OWNER CONTR.�.9��_ TELEPHONE NO. �� "�`��-� � ON [�� ,r�2C�Z.��v l� 01 FOOTI 11 M HANICAL RI 18 EXCAV/GRADING/FILLING � RAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WAI.L BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP Q = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR ME YOU: YES_NO r J � COMMENTS: � �b �!� vrl C'u- r�� /�Cl/1-S a d `�`�/� C� ?�i�S� �.. � e � w, �o � � L� �� , I� O � F � -� n :��c �� ° ��C�� '�S f� s �` N� � � �. �% s z W � W � � a W ❑WORK SATISFACTORY:PROCEED G PROJECT COMPLETE � �CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALI FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL RETURN �STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 OwnerlContractor on site: Inspector.�� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN ��'� - lb. o � INSPECTION NOTI E SCHEDULED /-3 0._� �/• 3 l� PERMIT N0. 1 3 s COMPLETED �' �� ADDRESS �� OWNER � L�C CONTR. TELEPHONE NO. J� .� �� DESCRIPTION a1�n-�� t� ��-m.� _ l� 01 FOOTING 11 M HANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSU TION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 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 4Qi 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J � OWNERICONTRACTO TO MEET YOU:_YES_NO � COM ENTS: 1 "� C'G� 7� � � S� �3 �2. c J,'�'Jt�.�f� , 4 S <- ��a i,,/,11 � _ / � '�Gl.y! �r��^�► C: :'1 rC t�/ �7s^ , O > Q / �G ' -� 17f�� V1 S � �� C!� c`�1��.. � ��h'� ��J� c�-�' �; � �rt�f�, '`�� t-ll�� a`2 �v� Q1 `/�' t.�F'N � � r C l.`�CJ� � �� G �' /r �S�lt'� � �r�G'�7 c�t��' � � < <�c�r s s�S. '? � i iv► �1�� z W a s��s --� �1� � 3 �, f� �.� ;� o�..�� ;,, � 1�.�� W � / ! _ � ( �� CC�', � � � C.L? /i'r{'C%� �/�(f� S � ��. �.�,Wy L 1� Gsti� . i t�Sct. e,,, ly� ❑WORKSATISFACTORY:`PROCEED �: PR MPLETE � °'�"�ORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W �� O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDiTIONWITHIN HOURS. n PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �1 CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. -�.�-�"�_ c/E.c�^� Call for the next inspection 24 hours in advance.�--��J7 Owner/Contractor on site: Inspectorf��e �-e l�t-G7� White Copyllnspector's File Canary Copy/Site Notice CITY OF ORONO CALLED IN /.Z�AT�� TIME � INSPECTION NOTICE SCHEDULED �� PERMIT NO. �� '�J5 COMPLETED /� 2% �� ADDRESS �� `t" _�%A�,;�-z-�� OWNER CONTR. �"�-�z-c TELEPHONE NO. "1`"�� —�3� � � D PTION ✓�`LE C c_ "�A e_= L� 01 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS INSULATIO � 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z WALL . 12 WATER HOOK-UP 17 SITE INSPECTION Q O5 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP � 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � ...-..,.�,,� W a j � O , � _ � .E'1 � �� /� s � � � t.0 c��7r �� G�-�L=f E'��/) �' /�i� � � ¢/�7C' Q �,_ � �' //`-� 7 GL� C ��'-L'y1 Pr� �r5 S�u.-�S W L Gz-S � C PS s � / � w ' � � � L��`" c c � J d �ORKSATISFACTORY:PflOCEED C PROJECTCOMPLETE � �ORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDiTIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN n CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-73�J7 Owner/Contra r on site: ,�j , Inspector. ` ��'"� �%"CC�s White Copy/lnspector's File Canary CopylSite Notice CITY OF ORONO CALLED IN j�- �� l� INSPECTION NOTI � SCHEDULED `�� d t' PERMIT NO. � 3 5 COMPLETED ' � ��Y ��C: ADDRESS �� - ^--�-' OWNER �_ CONTR. � U�� '��Q.�� TELEPHONE NO. 3 �� I �� DESCRIPTION��-�-- ! ' ��1�� `��✓ -�� '�O�Y ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETIANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL ZWALL D. 12 WATER HOOK-UP 17 SITE INSPECTION Q O5 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 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � W a � J O � � O � W � Q � Z W � W � � � RJ YVORK SATISFACTORY:PROCEED CI PROJECT COMPLETE W � �❑ CORRECT WORK&PROCEED L. ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. n PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALI INSPECTOR �� CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73rJ7 Owner/Contractor on site: Inspector.��d`'�� White Copyllnspector's File Canary CopylSite Notice L� DATE TIME CITY OF ORONO CALLED IN /��t ` l� INSPECTION�jOTICE �� /��'f SCHEDULED z - �� laJ� �Z' PERMIT NO. "�'" COMPLETED '�� `/ ' � ADDRESS . � ' '`�-''�`�`� ��- OWNER CONTR. h�C✓ TELEPHONE NO. �:�-y �7 � � � DESCRIPTION ly 01 FOOTING 11 tv1ECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS ti O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION O5 FIN 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � � � G��/ ,;Q. � � -, � � � �C.'- ��'�c.D�l�� z/c9� S j'��. � W �e�e� � Q � Z W � W � � GW�ORK SATISFACTORY:PROCEED /�ROJECT COMPLETE �� ❑CORRECT WORK&PROCEED f" ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN INSPECTOR WILL RETURN Cl STOP ORDER POSTED.CALI INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advi ce. 249-460� OwnerlCon ractor on site: Inspector White Copyllnspector's File Canary CopylSite Notice HY- LAND SURVEYING , P .A. LAND SURVEYORS ��` :�� Proposed Top of Block INVOICE N0. 18325-168 F.B. N0. 241/29 '�� _' n� Z- Proposed Garage Floor 8700 Jefferson Highway �SCALE I"= 40' Osseo, Minnesota 55369 1vLS� � Proposed Lowest Floor 493-5761 O Denotes Iron Monument Type of Building - �uru� �Qr� (dpr�ifirtttP � Denotes Wood Hub Set � � For Excavation Only �� I 1 C�� _,�;� a.�, �. � �� ` x000.0 Denotes Existing Elevation a - �z�. C� N 0 Denotes Proposed Elevation ��,e� � 4 �� ZS°l Sc�, �� - E-- Denotes Surface Drainage W �� E RVC BUILDERS S � �� 1 I /� � 1 � � 1 �o3v,4L �U3 L � � O�. ... . � �°�°i�� 9.Q � rr, 13�_�„ 22,_� _ J_ 0 0 �°33z � •. � _ - � ' }.�y?�,�- __j__�,� .Lr''f,-- N i� � 4�'_4„ ,„�L�.d� � P �5.�. � ROp�s �G 34.�, RESI E p .�� ,03�,� - % �oZ��, D�^ ,n o �o:�.�R'� CC��ip�e. ��3s�c� ��1..� � 9 � ' i ��35`� � ?ees o. ��•a. . ;,-,.'v`4" �° � / °�,� 1 ` � �D�s,ti ;� ,--�., _ . / � /r>3 S 7 �o n �`90. " /n � o � ,<�Z�.s �z � �� _- �_ � _ (' , / � � �� 1 � _ � 48 _O fl �� ^� / I ' � ^ — � lv3S Z � � h � � .�`5'� '� / / �o I I , ,�J v� � kJ �c.� �� lv?b�� ' � � � , �cu.�e ° ( "� �U �i0�� / // � � � o.. � / � L / � � �/ 5 I t ��_ � SEE � . J � p� / �ETAIL � ' ,_ -� � �� I ��; CIT`� OF OR�lO �! .� ' � , � � 51TE PiAN GRADlNG Pi.AN _ J �� . .. . , � ; � 1 � N�'F��I�D Ivew R�s � � � . ❑ ��'r��'1ED WITH REYtSiONS �� N ' .�^ ❑ Di�A �� D � � � �., BY � D�AT� q•z�-qg � � �. � � � � I .�� ,, � � �� , , ,� � , , ► (Ut� � ,o , i / � I �_._ � _ _ _ n I��b�Z ` � — —-- — ._ _ _ ,_ �y,� DRAINAGE k UTILITY E�S��yT I — _ ._ _ _ _ �S - - 29o.9g - -' - - -� J � �v23.b LOT 3, BLOCK 4, SUGAR WOODS ;;�023;6 The only easements shown oro from plat� of rocord of informatlon provided by cilent. �/' � J ,�� j �1.%�c l ' / I hereby certify that this survey was propared by me or under ; ��j�� ,,,� `_` • �! ,, � my direct superviaion, and that I am a duly Regiatered Land 6'' ,� ,�� ri - ;f%'`. '��"� ,� Surveyor under the lawa of the State of Minnesota. Signed / �� Surveyed by us this �3TH day of SEPTEMBER , �g 99 Milton E. Hyland, MinnUfjeg. No. 20262 �2e�, ��e�,-l . �g� i� �� I�o �. SeY�� . 29 , i44g