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HomeMy WebLinkAbout2008-00096 (New Home) CITY OF ORONO PERMIT NO.: 2008-00096 2750 KELLEY PARKWAY � ORONO, MN 55356- DATE ISsuED: 08/15/2008 ` •� (952) 249-4600 FAX: (952) 249-4616 }�c���"�°`t-� r .� ADDRESS : 1404 BALDUR PARK RD PIN : 08-117-23-34-0018 LEGAL DESC : BALDUR PARK : LOT 014 BLOCK 001 PERMIT TYPE : NEW STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SINGLE FAMILY ACTIVITY : 101-SINGLE FAMILY HOUSES,DETACHED VALUATION : $ 750,000.00 NOTE: SEPERATE PERMITS REQUIRED: PLUMBING, MECHANICAL, FIREPLACE, SEWER CONNECTION,LAWN IRRIGATION, WELL(STATE),ELECTRICAL(STATE) RECLAIM SAC FROM DEMO CREDIT#P10648- 12/29/06, SAC PAID#2502-8/70' FIRST FLOOR ELEVATION MUST BE CERTIFIED BY SURVEYOR OR ENGINEER BEFORE PROCEEDING WITH THE WALLS. APPLICANT pERMIT FEE SCHEDULE 4,706.75 VOGUE ICF HOMES PLAN REVIEW 3,059.39 2618 CASCO PT. RD. WAYZATA,MN 55391 STATE SURCHARGE(VALUATION) 375.00 O TOTAL 8,141.14 Minnesota State License#: 20574806 OWNER MILBRATH, BENJAMIN 1404 BALDUR PARK RD WAYZATA, MN 55391 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of iss�ance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ���_{ � ��1..-�.� / ���c��C..,'� L-'� , i. l. UYY'1Cc-�� l /c l�'j � PP �— � . N : 7 r A licant Permi ee i nature Da e Issuei�By gnature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. � .� �/ , 8,`!y/. ��f .'L� ��c � �!���',��?D�' � Total Fee: $_ G�;� � ��'(� ��DateReceived: � .30 pfj Entc �d �' ,�Q�����9 Permit#: /I�SL k� �� �����'=}�G�% CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) ------------------------------------------------------------------------------------------------------------------------ THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR � ��, JOB SITE ADDRESS: � �' C�� �`� L � �(� � ��f���. ZIP: �S`=��1'� Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ yes ❑ NO If yes, a special event permil is reguired with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be reyuired unless applicant demonstrates suff cient on-site parking is available. Non-permitted events will not be allowed. NAME OF OWNER: �/����,�-'1 I��' �� IL�r��� PHONE: (home) O ' (work) �1� -��1� - ��'�S MAILINGADDRESS: �U V�-���fC ��.t�i C S �,CITY: ..(- ���ft. N��(IZIP: 5'S�O 7� CONTRACTOR �'-�.� C-� � C i PVC, PHONE: 4�'� Z - � S v ,�� 3 G�C� �f�f. CONTACT PERSON: ,J^ ' V L�C»7�� MOBILE/PAGER: (�>l� - 2 SO �`13 vv v,,�,q��MAILING ADDRESS: ��(�i �L��r� L T, CITY: Z I�?t� ZIP: SSc:>7� �� STATE LICENSE: # EXPIRATION DATE: � �-,' -�,� 09057�f 8�fi> .�-3/--D y ARCHITECT/ENGINEER: I�A ►?_fZ l�tJ (f,F} (�{/�/ PHONE: �'��--��`l'��_�� MAILING ADDRESS: _ S�S��� /�,�C E-�-J�� R I� CITY: ,1''1(l�l'✓C-'TU;Za � IP: S S_3�5� NAME: —� REGISTRATION: # '-""-��"-�� TYPE OF WORK: New Home _� Addition Accessory Structure Move Home Remodel/Alteration (ie: Siding, Windows) Any earth movement may require MCWD �eview and permits! PROPOSED WORK(describe in detai�: �t�iL(� �t 1 C.�•' � ��2 5%��� � ��fll(l,(� ��� �Lr�����5 � S'�ir?VC_� 4' l - i 3�`�� �.F�7r7� �7 S8��Fr, STORIES: �� SQ.FEET OF EACH FLOOR: ���� l ��'�� S�-',F�f, NO. OF BEDROOMS: �5 GARAGE STALLS: ATTACHED ' DETACHED 7s�S �'o e �`�-sd1�l/`°5 s�w..� �_�. ESTIMATED CONSTRUCTION VALUATION(excluding land): $ �-`����i)! ; 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 ardinances and codes of the City and with the State Building Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be in accordance with the approved plan!1 . '- i l ,.- --�� : r : , _ _` � i APPLICANT'S SIGNATURE: '� ��f C�'y�� DATE: � " `` � `� � ;' v ;' ` 31 Sec.13.04 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. Information required to be given individual. An individual asked to supply private or confidential data concerning himselfshall be informed of. (a)the purpose and intended use of the requested data within the collecting state agency,pol itical subdivision,or statewide system;(b) whether he may refuse or is legaliy required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal Iaw to receive the data.This requirement shal I not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer. The commissioner of revenue mav place the notice reauired under this subdivision in the individua)income tax or property tax refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authoriry may require the requesting person to pay the actual costs of making certifying and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date ofthe request,excluding Saturdays,Sundays and legal holidays,ifimmediate compliance is notpossible. Ifhe cannot comply with the request within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays, Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness ofpublic or private data concerning himself. To exercise this right,an individual shal I notify in writing the responsible authoriry describing the nature of the disagreement. The responsible authority shall within 30 days either. (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,includine 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 individuaPs statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions ofthe 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 permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last Address City State Zip Phone I understand my rights as stated above. Signature Reset Form 32 , CHECIf OFF LIST FOR ISSUANCE OF PERMITS . FOR OFFICE USE ONLY , ADDRESS OR LEGAL: _ C �-(C>�I '� �} ���— ��-t 1� PID: DESCRIPTION OF WORK.• ��,,�,U (,�S ZONING REVIEW BY.• � DATEAPPROT�ED: Z � BUILDING ItEi�IEW BY.• DATEAPPROi�ED: 3. �,p� FEES TO BE CHARGED: Misc. Fees Calculated By: � PERMIT Yes� No PLAN REVIEW Yes No SEWER CONNECTION STATE SURCHARGE Yes �/ No WATER CONNECTION INVESTIGATION FEE Yes No cC PARK FEE SAC Yes No_�� SITEWSPECTION Number of SAC Units p�a„� �'y�02 $_7p OTHER (spec�) ZONING CHECIC LIST Zoning District.• � — l ����� Fire Department: Post O�ce: � • ` _.,.�. Lot Area: Sq.ft. Acres �, l�j N �� " �� CC { '� � �•� _ Survey Submitted: Ye.� � � - P� ' ��u--�' - �' �� ��S r��,�V , Q-� J' I r � >� ��� - �� �c� r� ��Ec,U -�`� C�' � 'ide: _ , �� � � -, . 't'�e= ^� C � �7' �( __� � Y"�'�C_�-� te: _�' ��� ( � 7S'U QZ .. (�" �Z�C k_ . �- � : , . � `i �L��CL 1_�� �'� j ( J'�C. yyf -�' ���� ^ �7 G.,��T � � � � C ,z_ � .� �'�(�t �_� `_� ��l l i` �_ � ' 7 P 3 �i���� � / d /� � � � � C (`':, �`�C'f�'S � C-��•• �u'� C,�i -� 1 �� C° �- �� . � r �� = � .� ``�' �c ��.�� �ti,,�_/ `� _� �`�'�.� �,��- , /�" — �` �, � � � �.�� �I � �` � By. (..�U- � (.� ��5 �' f � � �� � ` � I � --�� ` �C C L�.Q_r � � � � ����' esolutionDate: I �' '-' , � > < <_t� �-�� 1 � �_' ( � � L C( � t-� i�l�r G��� � '� MCWD Permit: o. �-•��n: b�� BZuffSetback: �J/� LotCoverage: � Sf Proposed %p Hardcover: D-75' (rV� 75-250' -�G%�� ____.��(��� S �-�O�'S "?—t— --�a�lZ���O 389-�9BB1- Hardcover i�ariance Reguired: Yes � No Date of Council App�•oval: 1'/ REMARKS(in house): 33 � B UILDING REVIEW CHECg LIST UBC: �Z ' �j CONSTR UCTION TYPE: V�I Sg Footage $Per Sg Ftg Basement x = 1 st Floor x = 2nd Floor x = Garage x = x = TOTAL '��� o0 Estimated Construction Value: .S' �� Inspectinns Required: Work Requiring Separate Permits: Site _�Plumbing Fire I-]ardcover Removal C Mechanical _�Footing Septic _�Sewer Connection �Framing oC Fireplace �Lawn Irrigation Insulation _�(Masonry) Other gE--F�ai�Board (Mfg.) �_ Well(State Permit) _�Final Grading/Filling _�Electrical(State Permit) Other RE1I�ARKS(INHOUSE): REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARIiS (TO BE NOT�D ON PERMIT): �������----- � � � .� , ���� � �U!� Gt'r` � � ���5 (�(� v��2� `-r' ` ,�� �(,�l � � � , !�� � �- �,- c.� � �- , ��s�- !�� ��� ti��/ !�� S � � �r - /Uc� 0����'�'� _ ��j�,,� �.,� t,r�ls �� � �� ,���=� � 'l�1� b �� �� l y 34 S T O C © Building Supply= V- Q) N 914. 20'4' 9'4" 20° 4' HI Plot ID I Piot ID Length Product O N m CQ i 1 I 9 112' TJI 230 Joist JIL 6 A I 0 10' 9 112' TJI 230 Joist 1 3 1 i I I I 1 1 I I II 1 II I II ( i i 8' 9 1/2' TJI 230,joi5t 1 H2 AIGG. B35 38' BI m m m 4 I 22' 9 112' TJI 230 Joist 2 H2 1320 20 o m 40 B 18 HI 9 112' TJI 230 ,joist 2 20 M 1 8' 9'4" 20° 4' G75" 1 2' 6' 4' G' 14' 7' 7' J015T AND BEAM L15T Plot ID Qty Piot ID Length Product Plies Qty AIG 16' 9 112' TJI 230 Joist I 6 A I 0 10' 9 112' TJI 230 Joist 1 3 A8 8' 9 1/2' TJI 230,joi5t 1 15 B35 38' 9 1/2' TJI 230,joi5t 2 4 522 22' 9 112' TJI 230 Joist 2 30 1320 20 9 112' TJI 230 Joist 2 40 B 18 18' 9 112' TJI 230 ,joist 2 20 M 1 8' 1 3/4' x 9 1/2" 1.9E Microllam LVL 3 3 M2 15' 1 3/4' x 1 1 7/8" 1 .9E Microllam LVL 3 3 M3 9' 1 3/4' x 14' I .9E Microllam LVL 3 3 P 1 9' 7' x 9 112* 2.0E Parallam P5L 1 I P2 15' 7' x I G" 2.0E Parallam P5L I I T51 7' 3 1/2'x 9 1 /2" Timber5trandO 1-51- Beam (1.55E) I 1 T52 17' 1 3/4' x 117/8" Timber5trand® L5L Beam (1.55E) 3 3 ACCE55ORIE5 L15T Rin 1 12' 1 1/8' x 9 112' il-evel Rim Board 2 BkI 1' 8 1/2" 1 1/8' x 9 1/2" il-evel Rim Board Blocking Panels I 2 Bk2 1' 5 1/4' 1 1/8' x 9 1/2" il-evel Rim Board Bloclung Panels I 2 Bk3 1 13/8" 1 115'x 9 1/2" il-evel Rim Board Blocking Panels 1 23 Bk3' 7' 9 13/1 G' I I 18"x 9 112* il-evel Rim Board Blocking Panels I I Bk', Random length blociung panel cuts Bk, Blocking Panels G75" 1 2' 6' 4' G' 14' 7' 7' 0 LEVEL NOTES jr File Name: VogueMdbrath.JOB Level Name: Cap i Plotted: 2/28/2008 09:01 Design Status: Cap I ........2/28/2008 08:30 2 P Cap 2........2/28/2008 08:19 Roof......... 2/28/2008 08:18 NOTE: Level design times indicated above pro,, . assurance for proper level staclung. Design Methodology: ASD Floor Area Loading 19: 40p5f Live Load and 12 psf Dead Load Maximum Joist Deflection: U480 Live Load U240 Total Load TJ -Pro Rating Information: Weighted Average: 48 Lowest Rating: 36 Highest Rating: 69 Glued t Nailed Decking is Required Direct Applied Ceding of 5/8" Gypsum is Required Floor Detling: 23/32' Panels (24' 5pan Ratin,3) Normal O.C. Spacing — I G" 'Unless noted otherwise JOB COMMENT5 Layout Scale: 1/4" O I� Vogue Homes Mdbrath Residence 5YM130L LEGEND LEVEL COMMENTS Point LoadLine load Dasemor t walls and Main Level floor p Area toad 5Y-" 'EM WARNING5 3 Skew cut wt :51; ends at all skewed support 10--ition5. O Detail Callout Label (see Framer's Pocket Guide) p Required Bearing Length in inch&,, (Adequate beanng has been prow c'cd if beanng length is not indicated.) b /Mur Flom. F� HANGER L15T - Simpson 5tron.a-T.e Company, Inc.® Plot ID Qty Product abel Top Nails Face rata Member Nails Notes H 1 30 MIT359.5-2 4-N 10 4 -NIG 2-N 10 H2 30 IUT35 10 8-N i 0 2-N 10 H3 15 MIT359.5-2 4-N 10 4-N i 0 2-N 10 H4 22 MIT359.5-2 4-N 10 4-N i 0 2-N 10 H5 8 IUT35 I G 8-N10 2-N 10 1-19 1 HGU5 . C/ i 0 46- i i -lo 16- 16d double shear H 10 1 H157.1 ✓ 9.5 6- 16d 16-1 6d I O -N 16 0 LEVEL NOTES jr File Name: VogueMdbrath.JOB Level Name: Cap i Plotted: 2/28/2008 09:01 Design Status: Cap I ........2/28/2008 08:30 2 P Cap 2........2/28/2008 08:19 Roof......... 2/28/2008 08:18 NOTE: Level design times indicated above pro,, . assurance for proper level staclung. Design Methodology: ASD Floor Area Loading 19: 40p5f Live Load and 12 psf Dead Load Maximum Joist Deflection: U480 Live Load U240 Total Load TJ -Pro Rating Information: Weighted Average: 48 Lowest Rating: 36 Highest Rating: 69 Glued t Nailed Decking is Required Direct Applied Ceding of 5/8" Gypsum is Required Floor Detling: 23/32' Panels (24' 5pan Ratin,3) Normal O.C. Spacing — I G" 'Unless noted otherwise JOB COMMENT5 Layout Scale: 1/4" O I� Vogue Homes Mdbrath Residence 5YM130L LEGEND LEVEL COMMENTS Point LoadLine load Dasemor t walls and Main Level floor p Area toad 5Y-" 'EM WARNING5 3 Skew cut wt :51; ends at all skewed support 10--ition5. O Detail Callout Label (see Framer's Pocket Guide) p Required Bearing Length in inch&,, (Adequate beanng has been prow c'cd if beanng length is not indicated.) b /Mur Flom. F� 10-ijicl cr) N 9'4' 20' 4' G78' 12' G' 4' G" go 9'5 3/4' 20 2 114' 17' 21' crI n,w er4w?, zvit. LEVEL NOTES File Name: VogueMilbrath.JOB Level Name: Cap 2 Plotted: 2/28/2008 08:51 Design Status: Cap I ........2/28/2008 08:30 Cap 2........2/28/2008 08:19 Roof......... 2/28/2008 08:18 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: A5D Floor Area Loading Is: 40p5f Live Load and 12 psf Dead Load Maximum Joist Deflection: U480 Live Load U240 Total Load TJ -Pro Rating Information: Weighted Average: 47 Lowest Rating: 37 Highest Rating: 62 Glued t Nailed Decking is Required Direct Applied Ceiling of 5/8" Gypsum is Required Floor Decking: 23/32" Panels (24" 5pan Rating) Normal O.C. 5pacing = 16"' 'Unless noted otherwise Layout Scale: 1/4" = V JOB COMMENTS Vogue Homes Mdbrath Residence LEVEL COMMENTS Main Level walls and Upper Level floor CREATED BY Stock Building 5upply MF PO Box 21099 Eagan, MN 551 21 G51-454-4985 FAX: 651-454-151 1 SYMBOL LEGEND I OPoint Load Line Load O Area Load O Detail Callout Label (See Framer's Pocket Guide) Hd-t Header, and -t indicates quantity of 2x_ tnmmers required at ends Required Bearing Length in inches (Adequate bearing has been provided if bearing length 15 not indicated.) HANGER L15T - 51mp5on Strong -Tie Company, Inc.(& JO15T AND BEAM L15T Qty Product Label Top Nails Face Nails Plot ID Length Product Pres Qty AIA 14' 9 112- TJI 230,)rxst I I AID 10' 9 1/2' TJI 230 jo*t 1 10 A6 6' 9 112' TJI 230 jc"t 1 5 B22 22' 9 112' TJI 230 joint 2 30 B20 20 9 112' TJI 230 Jost 2 28 1318 18' 9 112' TJI 230 Dont 2 22 M I 10' 1 3/4' x 1 1 7/8' 1.9t MicroUm LVL 3 3. M2 17' 1 3/4' x 16' 1.9E Microllam LVL 3 3 M3 2 1' 1 3/4' x 18' 1.9E Microllam LVL 3 12 M4 15' 1 3/4' x 18' 1.9E Microllam LVL 3 3 P 1 17' 7' x 9 112' 2.0E Parallam P5L I I T51 2 P 1 3/4' x 9 112' Timber5trand® L5L Beam (1.55E) 3 6 T52 5' 3 112'x 9 112' Timber5trand® 151- Beam (1.55E) I I HEADER L15T Hd 1 4' 2x 10 5PF I I Hd2 G' 3 112' x 9 112' Timber5trandO L5L Beam (1.55E) I I ACCE55ORIE5 L15T Bk I I' I I I/ I G' 11/8'x9 112' 1 .3E Timber5trand L5L Blocking Panels 1 3 Bk 1 ' 5' 1 1/8'x9 112' 1.31E Timber5trand 1-51- Blociung Panels I I Bk2 1 1 3/8' 1 1/8'x9 112' 1.3E Timber5trand L5L Blocking Panels 1 37 Bk2' 9' 1/8. 1 I /8' x 9 112' 1.3E Timber5trand L5L Blocking Panels I 1 Bk', Random length blocking panel cuts Bk, Blockng Panel, 21' crI n,w er4w?, zvit. LEVEL NOTES File Name: VogueMilbrath.JOB Level Name: Cap 2 Plotted: 2/28/2008 08:51 Design Status: Cap I ........2/28/2008 08:30 Cap 2........2/28/2008 08:19 Roof......... 2/28/2008 08:18 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: A5D Floor Area Loading Is: 40p5f Live Load and 12 psf Dead Load Maximum Joist Deflection: U480 Live Load U240 Total Load TJ -Pro Rating Information: Weighted Average: 47 Lowest Rating: 37 Highest Rating: 62 Glued t Nailed Decking is Required Direct Applied Ceiling of 5/8" Gypsum is Required Floor Decking: 23/32" Panels (24" 5pan Rating) Normal O.C. 5pacing = 16"' 'Unless noted otherwise Layout Scale: 1/4" = V JOB COMMENTS Vogue Homes Mdbrath Residence LEVEL COMMENTS Main Level walls and Upper Level floor CREATED BY Stock Building 5upply MF PO Box 21099 Eagan, MN 551 21 G51-454-4985 FAX: 651-454-151 1 SYMBOL LEGEND I OPoint Load Line Load O Area Load O Detail Callout Label (See Framer's Pocket Guide) Hd-t Header, and -t indicates quantity of 2x_ tnmmers required at ends Required Bearing Length in inches (Adequate bearing has been provided if bearing length 15 not indicated.) HANGER L15T - 51mp5on Strong -Tie Company, Inc.(& Plot ID Qty Product Label Top Nails Face Nails Member Na is Notes H I 7 MIT359,5-2 4-N 10 4-N 10 2-N 10 H2 14 MIT359.5-2 4-N 10 4-N 10 2-N 10 H3 15, IUT3510 8-N 10 2-N 10 114 23 IUT3510 8-N 10 2-N I 0 H5 10 IUT35 10 8-N 10 2-N 10 H7 I EGQ5.50(H= 18) 28-5D51/4x3 12-5D51/4x3 H9 1 HGU5.50 IN I =15) 3G -5D51/4 x 2 112 24-5D51/4 x 2 1/2 H 10 1 HU410-2 14-1 Od G- I Gd H 12 1 IiGU55.50/ 10 46- I Gd I G- I Gd double shear 21' crI n,w er4w?, zvit. LEVEL NOTES File Name: VogueMilbrath.JOB Level Name: Cap 2 Plotted: 2/28/2008 08:51 Design Status: Cap I ........2/28/2008 08:30 Cap 2........2/28/2008 08:19 Roof......... 2/28/2008 08:18 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: A5D Floor Area Loading Is: 40p5f Live Load and 12 psf Dead Load Maximum Joist Deflection: U480 Live Load U240 Total Load TJ -Pro Rating Information: Weighted Average: 47 Lowest Rating: 37 Highest Rating: 62 Glued t Nailed Decking is Required Direct Applied Ceiling of 5/8" Gypsum is Required Floor Decking: 23/32" Panels (24" 5pan Rating) Normal O.C. 5pacing = 16"' 'Unless noted otherwise Layout Scale: 1/4" = V JOB COMMENTS Vogue Homes Mdbrath Residence LEVEL COMMENTS Main Level walls and Upper Level floor CREATED BY Stock Building 5upply MF PO Box 21099 Eagan, MN 551 21 G51-454-4985 FAX: 651-454-151 1 SYMBOL LEGEND I OPoint Load Line Load O Area Load O Detail Callout Label (See Framer's Pocket Guide) Hd-t Header, and -t indicates quantity of 2x_ tnmmers required at ends Required Bearing Length in inches (Adequate bearing has been provided if bearing length 15 not indicated.) Th Ifl 5®' 20'4' 3' G' 10' 3' JOB COMMENT5 LEVEL COMMENTS Vogue homes Milbrath Residence Upper Wa115 and Roof T in LEVEL NOTES File Name: VogueMilbrath.JOB Level Name: Roof Plotted: 2/28/2008 08:32 Design Status: Cap I ........2/28/2008 08:30 Cap 2........2/28/2008 08:19 Roof......... 2/28/2008 08:18 NOTE: Level design times indicated above provide assurance for proper level Stacking. Design Methodology: A51) Roof Area Loads Vary: 35 to 35psf Live Load (1 15% LDF) and 19.5 to 28.5p5f Dead Load Operator added additional loads. Maximum Joist Deflection: U3GO Flat Roof - Live Load U240 51oped Roof - Live Load U240 Flat Roof -Total Load U 180 51oped Roof - Total Load Layout Scale: 114" a 1' CREATED BY Stock Building Supply MF PO Box 21099 Eagan, MN 551 21 651-454-4985 FAX: 651-454-15 1 1 5YM130L LEGEND OPant Load Line Load O Area Load BBO Beam 13y Others Hd-t Header, and -t mdicates quanta), of 2x_ s. trimmers required at ends F F CL f cq u -r Pu'r - '- � •K. �.�-,r .. .. ,. .,r.. � ,,, ,. -.... -.'L �3�'3 vt., .. `.+�" 'hA .�.rvfbg �.g,+ .. ... -- �� HEADER LI5T Plot ID Length Product PIie5 Qty Hd I T 2x 10 SPF 2 2 Hd2 4' 2x t 0 SPF 2 12 Hd3 3' 2x 10 SPF 2 24 T in LEVEL NOTES File Name: VogueMilbrath.JOB Level Name: Roof Plotted: 2/28/2008 08:32 Design Status: Cap I ........2/28/2008 08:30 Cap 2........2/28/2008 08:19 Roof......... 2/28/2008 08:18 NOTE: Level design times indicated above provide assurance for proper level Stacking. Design Methodology: A51) Roof Area Loads Vary: 35 to 35psf Live Load (1 15% LDF) and 19.5 to 28.5p5f Dead Load Operator added additional loads. Maximum Joist Deflection: U3GO Flat Roof - Live Load U240 51oped Roof - Live Load U240 Flat Roof -Total Load U 180 51oped Roof - Total Load Layout Scale: 114" a 1' CREATED BY Stock Building Supply MF PO Box 21099 Eagan, MN 551 21 651-454-4985 FAX: 651-454-15 1 1 5YM130L LEGEND OPant Load Line Load O Area Load BBO Beam 13y Others Hd-t Header, and -t mdicates quanta), of 2x_ s. trimmers required at ends F F CL f cq u -r Pu'r - '- � •K. �.�-,r .. .. ,. .,r.. � ,,, ,. -.... -.'L �3�'3 vt., .. `.+�" 'hA .�.rvfbg �.g,+ .. ... -- ��