Loading...
HomeMy WebLinkAbout2004-P07110 - detached garage ` PERMIT CiTY#GF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 Po�iio Crystal Bay, Minnesota 55323 Permit Type: a��essory sm►��ures (952) 249-4600 Date Issued: i�s�2ooa SITE ADDRESS: 4355 Chippewa Ln Maple Plain,MN 55359 P I D: 31-118-23-42-0020 DESCRIPTION: UBC Occupancy U1 Construction Type VN Proposed Use: Residential Buildin Census Code 438 Permit Class: g Pernut Type: Accessory Structures Permit Sub-type(s): Garage-Detached DETAILS: Approved per resolution#: Separate permits required: �ieciricai(s�aiej NOTICES/REMARKS: FEE SUMMARY: Pernut Fee: $ 552.85 Valuation: $ 41,000.00 Plan Review Fee: $ 359.40 State Surcharge Fee: $ 21.00 TOTAL FEE: $ 933.25 APPLICANT: Owner/Self OWNER: William&Ann McCrackin MN 4355 Chippewa Ln Maple Plain,MN 55359 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. � n r � � PLI PERMITEE SIGNATURE ISSUED BY SIGNATURE Copies: I-File(SiQnitures Repuired), 1-Applicant, 1-Monthlv Reports, 1-Assessine, 1-Finance Page 1 � . y � , Total Fee: $ � 33.Z� Date Received: �a-/�'�D Entered By: ��' Permit #: ,� p 7// c� 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) OWNE OR CONTRACTOR JOB SITE ADDRESS: �.j�� C�� � �P�W+� l�" ZIP: S-� � S11� NAME OF OWleTER• �l1 �11� r^ � ��1`� 1�����f�PHONE: (home) ���Z �/7C-� �7�(.3� (work) 6i z 6'C�7 �;'8�,-� MAILING ADDRESS: ��SS� � � �'��;e w�: ��� CITY: �U^�'�.{ 6'[�r� ZIP: S s� CONTRACTOR: ��5 � +r� ��►�—n��c�'S � G 3%J' 2.�3� !/ PHONE� CONTACT PERSON: -,o t7'� �-,Q1i CKsC N�� MOBILE/PAGER: �z.x T �Z iq MAILING ADDRESS: f�� � Z,�n n.�d� S�, s CITY:i..�.5 i f,� ��L�}l,�i,�ZIP: .�5 3S'y STATE LICENSE: # �,��- �1 a�� ARCHITECT/ENGINEER: 1� �i�l�v� � PHONE:,3� �`��� �s -� � MAILING ADDRE5S: i i i 1 z�^ � S�, - CITY:I,-�°yk T. �%rr�;r���. ZIP: �5 3�-� N�: ��i�� � c�e�v�.� REGISTRATION# j U�l�(� TYPE OF WORK: New� Addition Accessory Structure X Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detai�: .�a��G�-Al,�� � �� S�F STORIES:�_ SQ.FEET OF EACH FLOOR:�� � S NO. OF BEDROOMS: �� GARAGE STALLS: ATT. DET. � ESTIMATED CONSTRUCTION VALUATION(excluding land): $ � � � � _ I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the City and with the State Building Code; that I understand his 's not a permit and work is not to start without a permit; and that the work will be� n ac" da e ap roved plan. APPLICANT'S SIGNATURE: �; �Z t 4� NOTE! Parade of Homes events require separate permit approval by Police Deparhnent ancl City Council 60 days prior to the event. Non permitted events will not be allowed. 9 - � Sec.13.0� RIGHTSOFSUBJECTSOFDATA r' Subdivision I. Type ojdata. The rights of individual on whem 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 indrvrdual asked to supply private or confidential data concerning himself shal!be informed of.• (a)the purpose and intended use of the requested data withrn the collectrng state agency,political subdivrsion,or state�vide system;(b)whether he may refuse or is legafly required lo supply the requested data;(c)any known consequence arising from his supplying or refusing to supplyprivate or confrdentral data;and(d)the identrty of otherpersons or entities authorized by state orjedera!law to recerve the data. This requirement shall not apply}vhen an individual is asked to supply rnvestigative data,pursuant to sectron 13.81, subdivisron 5, to a Imv enforcement o�cer. The commissioner o(revenue may place the notice reqt�ired under this subdivision in the indivrdual rncome tax or property tax ref�nd instructions instead of on those forms. Su6d.3. Access to data by individual. Upon request to a responsrble authority,an indivrdual shall be informed whether he is the subject of stored datn on indivrduals, and whether it is classified as public,private or confidentia[. Upon hrs further request,an individual who is the subject of stored private or public data on individuals shal!be sholvn 1he data tvithout any charge to him and, rf he desires,shall be injormed of the content and meaning of that data. Ajter an rndividual has been shotivn the private data and injormed of its meaning, the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant fo thrs section is pending or additional data on the indivrdteal has been collected or created. The responsible authoriry shal!provide copies ojthe private or public data upon reqi�est by the individual subject oj the data. The responsible authority may require the reguesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authoriry shall comply rmmedrately,ifpossrble,wilh any request made pursuant to thrs s:�bdivision,or within five days oJthe date of the reqt�est,excl:�ding Saturdays,Sundays and(egal holidays,if immedrate compliance is not possible. /jhe cannot comply with the reqtrest within lhal time,he shall so injorm the individual,and may have an additionalfive days ivithin ivhich to comply ivith the reqzrest,excluding Saturdays,Sundays and legal holidays. Subd.4. Pracedure when data is not accurate or complete.An individual may contest the accuracy or completeness ofpublic or private data concerning himse f To e.rercrse this right, an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authorrty sha!!tivithin 30 days eilher: (a)correct the datafaund to be inaccurate or incomplete and atlempt lo not� past recipients of inaccurate or incomplete data,includrng recipients named by rhe indrvidual;or(b)nol�the indivrdual that he believes the data to be correct. Data in drspute shall be disclosed only if the individual's statement of disagreement rs included tivith the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the adminrstrative procedure act relating to contested cases. DATA PRIVACYADVISORY In accordance wrth M.S.13.04,Subd.2,'Rights ofsubjects ofdata",we tivould lrke to rnform you that your requestforapermrt or license from the City of Orono or any of its deparfinents may require you to furnish cerlain private or confrdenfial information. You are notified that• 1. The information you furnish wi[1 be used to determine your qualifrcation for the permit or license requested. 2. You may refuse to supply data,but refusal may require that the Ciry deny the permit or Ircense. 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 yot�r requested permit or license requires Counci!action to approve,some information may become public. 5. You have certain rights under M.S. 13.04(see following page)to review prrvate data on yourself. 6. Your ful!name is required to process this applrcation or permit. PLEASEPRINT !� � , l ���,�i �M �� �� �C,��1!" First Nliddle Last y��S C� t��QG(wA L,N Address � (�w�� � � �5'.�s City State Zip Phone I nd r d y �ps �ited a ve. 7 C � ig alure /0 i l � CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE O��ZY ADDRESS OR LEGAL: y,3SS C M�PPEWA C.rqN G PID: ' DESCRIPTION OF`tiORK ���F,�; ZONING REVIEW BY: DATE APPROVED: /- g-0 Y BUILDING REVIEWBY.• DATE APPROVED: /� b •o y --, FEES TO BE CHARGED: Misc. Fees Calculared By: PERMIT Yes �/ No PLANREVIEW Yes �/ No SEWER CONNECT70N STATE SURCHARGE Yes �/ No jVATER CONNEC770N INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITE INSPECTION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: Fire Department: Post Office: School District: Lot Area: Sq.ft. S.t2 --sAcres Width Depth Survey Submitted: Yes �- No Date of Surve�•: _�•ZZ .D4 �oN 1���� Proposed Setbacks: Front (Lake): Z y 0 � ± Right Side: �o ` '= Rear (Street): 3�y� z Left Side: i � �{ Adjacent Structures: (6 0 ' # Wetland: N/A Building Height: Def. Hgt. �� ' Peak Hgt. 2 Z.' Lot Coverage: N�I� Grading: Staff Approval Date: '� By: Council Approval Date: Septic: StaJ'f Approval Date: '" By: Zoning File: !i " Resolution: # Resoluran Date: Shoreland District: N � Avg. Setback: Bluff Setback: Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' - 500-1000' Hardcover Variance Required: Yes No Dare of Council Approval: REMARKS(in house): 32 . i ' BUILDING REVIEW CHECK LIST UBC: U ` ( CONSTRUCTION TYPE: �//v Sq Footage $Per Sq Ftg Basement x = 1 st Floor z = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ y!�p00 � Inspections Required: Work Requiring Separaxe Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection X Footing Septic Sewer Connection � Framing Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well (State Permit) , _�Final Grading/Filling x Electrical (State Permit) Other REMARKS(IN HO USE): --------------------------------------------------------------------------------------------------------------------- REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: ------------------------------------------------------------------------------------------------------------------------ REMARKS (TO BE NOTED ON PERMIT): 33 o russ russ ype y y . � — - 114567 36N7SG FINK 3 1 12"OVERHANG EACH END i o tional es er w ing ys ems, es er rairie, , . e ug i e n us rie� ue ec �6$: age -,1-11-Q 9-10-8 18-0-0 26-1-8 36-0-0 �37-11�0 1- 11 0 9-10-8 8-1-8 8-1-8 9-10-8 1-11-0 1,-1-� 5-10-8 , 5-10-8 1,-1-� Scale=1:79. 6x12 MI120H I I TC MARKS F/RIDGE:7-12 3/4-32-32-23-4@ 32-24 1/4 (IN) BC MARKS F/HEEL: 7-7-8-7-7(FT) MONITOR TC MARKS F/RIDGE: 6x12 MI120H= 7-27 9/16-27-27 (IN) 2.5x6 I I 9 2.5x6 I I 2.5x6 ���� 4x5 � � 6� �a4 �x5 � 10 5x , 2.5x6 �, 6x � 1 x8 � o � 3 4 225 13231516N� a, W 1 I 4 W I � o � 2 1718 0 �I � i � 7x16 MI120H- 2� 20 19 7x16 MI120H- � 6x12 MI120H- 6x8 - HEEL PLATE OFFSET:5" 6x8 — , 12-7-0 , 23-5-0 36-0-0 �— 12-7-0 10-10-0 12-7-0 ae ses - - - - - - - - LOADING(psf) SPACING 7-0-0 CSI DEFL in (loc) I/defl PLATES GRIP I TCLL 35.0 Plates Increase 1.15 TC 0J8 Vert(LL) -0.51 19-21 >831 MI120 220/190 I TCDL 4A Lumber Increase 1.15 � BC 0.78 Vert(TL) -0.66 19-21 >643 MI120H 165/143 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.22 17 n/a BCDL 5.0 Code UBC97/ANSI95 (Matrix) � 1 st LC LL Min I/defl=360 Weight:357 Ib — i_ _ __ LUMBER BRACING TOP CHORD 2 X 10 DFSYP 2250F 1.9E*Except* TOP CHORD 2-5-0 oc purlins(2-10-14 max.). Except: �, � �] T3 2 X 8 DFSYP 2250F 1.9E,T3 2 X 8 DFSYP 2250F 1.9E 1 Row at midpt 5-10,10-13 0 � � BOT CHORD 2 X 8 DFSYP 2250F 1.9E BOT CHORD 10-0-0 oc bracing. � a� � WEBS 2 X 4 SYP No.2 � 'b Y o b „ �t ia �,`'°', o °N' REACTIONS(Ib/size) 2=5933/0-6-5(input: 0-5-5), 17=5933/0-6-5(input: 0-5-8) � � N � Max Horz2=172(load case 4) t,.., � � 3 � Max Uplift2=-99(load case 2), 17=-99(load case 3) '� � � � FORCES(Ib)-First Load Case Only a' � �Y � � TOP CHORD 1-2=87,2-3=-12713,3-4=-10871,4-22=-10725,5-22=-10718,5-8=-10314,8-10=-9163,10-11=-9163,11-13=-10314,13-23=-10718,15-23=-10725,15-16=-10871,16-17=-12713, d `'p -O ,., a`'i 17-18=87,6-7=84,7-9=-5 4 3,9-1 2=-5 4 3,1 2-1 4=8 4 c o ny � Q � BOT CHORD 2-21=11599,20-21=7845, 19-20=7845,17-19=11599 a. � � � WEBS 3-21=-2531,10-21=3115, 10-19=3115,16-19=-2531,5-7=-1270, 12-13=-1270,8-9=-1057,7-8=473,11-12=473,9-11=-1057 � � � � � Y �. o � ,n " � ti 'NOTES �, 1)This truss has been designed for the wind loads generated by 80 mph winds at 12 ft above ground level,using 4.0 top chord dead load and 5.0 bottom chord dead load,in the interior roof ,� � .Y .� � M zone on an occupancy category il,condition I enclosed building,with exposure B ASCE 7-98 per UBC97/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches " � � o 0 exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.33 ,� �� W e� � 2)�ead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. �� 0. ca C ,9 �3)All plates are M1120 plates unless otherwise indicated. y p � � t4)WARNING: Required bearing size atjoint(s)2, 17 greaterthan input bearing size. � � .� o � y 5)Provicle mechanical connection(by others)of truss to bearing plate capable of withstanding 99 Ib uplift at joint 2 and 99 Ib uplift at joint 17. � � ,y •� o � N G)This truss has been designed with ANSI/TPI 1-1995 criteria. y O � � � � � ��1 Purlins are supported between trusses by means of a ledger strip or purlin hanger. � Q Q o Y � � LOAD CASE(S) Standard `-' � � � � � Q � � u. � _� � =- � � .£ J � ' �'-+T ..,. _.... ! 65ESSNW'ouo+0 �.�.�. m'w�ai+�a�rr. . � � . ����r� � � .,rM1 � �e�einsAE��D SSCY "' ��I ��# � �� �� � u t��ea��yy „,��-,� � `� 1 � :�qo�wp.my � '���' y«a�`� '+rioa � _� ` ..�..�. �.,�d� iauauni ; 133H5 3LY(1 35VNd :S1H3LN0]133H5 �1]3fWN NoiltM.t993a 'S1H`JINAdD� 'wl'++4'WW�Ni��/t ��a. ..cn - ' --_ - � _. _ _ ' ; � � � � .. .� _ ; � 6i- E11 '' w. ' , � , � I x' � -: :.A � � ' m __ ____. m_.,._._...� ` 's � � �47� �':Il� '��wy � . , � r�`�� +:T�_ !'�:� - i � �� ntx�`id�a4i - � C� Q i �� ' � .- " � � i F � � 's - \ � l ` 1 i .� —�._---, 7 �... �_ r,,,_„�„� I i , � � �� � � 9+9 � �'� � �� 1 i � : � ��g� y - �4:� � � `- ,4;j ; 3 I 3�- � _ � 1��: � ! � t � ' �c.# � � i� t � g ��ii s � + a=d8 � � _ 1 :li"x : � ; iAQ� � ' r - z�ea : { 3 i I [ - � ✓ DATE TIME CITY OF ORONO CALLED IN 3 '�'� C1 INSPECTION NO�C scHE�u�Eo ��-�3-t��l C� � ��'� PERMIT N0. �U '� COMPLETED ADDRESS ���.SJ� C.���'i,'�,�,�+. �� OWNER J�� I� �< C��u�/c.Pr� CONTR. �-c"�-�i /j 1 c.��. �' y�S . TELEPHONENO. �� c� y�L� 79 �3C� �o����•� � � DESCRIPTION � �.�u- � 01 FOOTING 11 ME ANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z � 12 WATER HOOK-UP 17 SITE INSPECTION OS FIN_, 14 SEWER HOOK-UP 06 PROGRESS � 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 V NO � COMMENTS: � � a � ` � O � � O � W � Q � 2 W � W � � d � WORKSATISFACTORY:PROCEED PROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED ❑ I SUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR AEINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CAllTO ARAANGE ACCESS. Call for the ne inspection 24 hours in advance. (952� 249-46�� OwnedContr r ' it : Inspector. White Copyllnspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN � "� � �`1 INSPECTION NOTICE SCHEDULED ,/�.Z�� / • j ��' PERMIT NO. �'-� � r`r �' COMPLETED ADDRESS ���_? 5 5 ����,��_„� � � ���_. � �l ,,� ; OWNER ; i l�C L��:����-r�- CONTR. ����>-� �-> TELEPHONE NO. �-��` �� �`r " `` �' � � � DESCRIPTION _� r�-2��c ��:�t �---�� � CC:��_C� �-� �- /�� <�L.� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y�'03;—IN-S--UID�TION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04' WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS 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 � OWNERICONTRACTOH TO MEET YOU:_YES_NO � COMMENTS: � W a � � u S� 0 a � 0 � W � Q � Z W � W � � d W ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑G'6RRECT WORK 8.PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call forthe e inspection 24 hours in advance. (952) 249-4600 OwnerlCo a o s e: � Inspector. � White Copyllnspector's File Canary Copy/Site Notice 5� D TIME � CITY OF ORONO CALLED IN �" � INSPECTION OTICE SCHEDULED /-/ -O O:o0 PERMIT N0. 7 I COMPLETED ADDRESS 7�SS ��v,�'J�P.t.J�t � OWNER CONTR. L°l�S��� � � TELEPHONE NO. �Z17 S9 �t' �7D I � DESCRIPTION O � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP 06 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 FOUNDATIOWREMOVAL � OWNERICONTRACTORTOMEETYOU:!YES_NO � COMMENTS: � W � � � d � 0 a t � 0 � W � Q � 2 W � W � � d W� WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W "O CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALI FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR ❑CITATION ISSUED ❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next spection 24 hours in advance. (g52) 249-4600 OwnerlContractq�6'�t - Inspector. �-�� White Copylinspector's File Canary Copy/Site NoBce w ���f�� �'��� CHIPPEWA LANE � . '�y�'.3r �, � �; ..�.- - � -� 370.�� _.__ _ _ 124.95 . - i s.3s -16.52 � � NW 1/4� 1 � � o � � � � I z West line of Eost 655 feet, South 1/2,---� � NW 1/4, SE 1/4, Sec. 3 7–t 18-23 0 1 � Hc I �;, I `� HOUSE I � � N — West line c --• NW 1/4, S � � v OI " � o � --East line of West 421.7 feet, South 1/2, � ( GARAGE NW 1/4, SE 1/4, Sec 31-1 18-23 � � m � South lin GAR. � � NW 1/4, � ' � O ' N ' \ �p' � HED \Z � . 31, � I 3Z, o �: --�" 1 O � PR PO E IVIDING LINE------� o � PARCEL B `� � ' � AREA = 1.80 ACRES � SHEN�ANEK o BARN �a { P� � .P ' v . � Q � \ N 89�28' 40" E 1�� \ South iine of North 368 feet, South 1/2, -'� � \� Bui�Gii�G NW 1/4, SE t/4, Sec. 31–t 18-23 � '����� ��� �����0 __� _�!�..� ��.�;, ` .._____. :,,�-�i;�ING Pf.A�I I°'g ��` :�';';�.� — CD�2�6�: - ��, ... , ,• ., �. „ � �� ; . � �� Y ' `r f) "�.,i„'��:� � , � , PARCEL A ��' `��� ����� � � -- � :.:'�� +__� �-.--_____..�---� AREA — 5.i?_ ACRES i �;�'';- (� �.� —03 _— _ _ . . _ __ ___. _ _._ �_ _.._ .._ .. :r.. _ . . _ ,.._ .__.o.z. �.___.�.,a.. 0 �A �2, Nw 1�4, 2�64 -23 ----- —._— --__---__--- _ __-- � GRAVEL DRIVE _ --- __--- -- __------------__ ---- S 89°31' 00" W 433.2�' ----------- ---- ---. ----- --------- LUCE LINE TRAIL �^ T~ ! ' �27'-7 1/2� OUT TO GUT OF COLUMNS " ' o W�N ' ' " � � 7'-0 3/4" 6'-9"' 6'-9" 7'-0 3/4" � y� o . in u� u� � ,� 1'-5 1 4' � Y y U m 2'-6" 3�-4 1/2" � � I Q J J y y � N W � 2 aON�N� 24.5" SIDEWALL o � f � I (n M�r7�h h OVERHANG (TYP)� Z w i � � .. Z Z Y Y Y Y U m IF454 � --- ---------------------- a � � li JJJJY Y - _ _____________________ -1 � � [— � ' �o o � M F�666_zo. �o o S2 ___o W s� a � � � � � _ _ __ ____ � � � Y Y M � � FC666-20� I x -------------- 4 O � � B U I L D I N G C 0 LO R S = Z ui co�ri co�o� rn � �FE666-20' �I O � � � O�o�n��M � � � fs666-20' I � ROOF MEfAL F Grn CUPOLA BASE — F Grn � Q N N N N d'� d' � (TYPICAL) � _ __ �� � SIDEWALL C Red GUTTER N � j o ENDWALL C Red DOWNSPOUT None � o � Y J J J Y Y Y � �� ��/ � GABLES C Red SLDG DR. PANEL- -- U i ��\ �i � j 1-P�Y 36' wIDE � � � j ;: BASE B Wht SLDG DR. VERT. - -- m m Z i � IN7ERMEDIATE TRUSS � I CORNER B Wht SL. DR JAMB TR- -- 3 Y N Q m o � N I ` / I � O I EAVE FASCIA — B Wht -- O � o i z 7' I � I GABLE/RAKE — B Wht OV�HD D RTTR MK— 8 Wht � U � � � � I SOFFIT B Wht WALK DOOR White FE666-22' A N N � � � � o I , � I � WAINSCOAT -- WALK DOOR TRIM- B Wht �n x x X X I / �� I TYP� ACCENT PANEL— N/A WINDOW White o a o � � i �� � � THIS� GABLE ACCENT- -- WINDOW TRIM- -- z .- M N � � �� � - VENT DOOR -- z o WALt� GABLE LOUVER — - � � � I INS-WL BATfN - -- DUTCH DR.FRAME- -- �� � ��� �\ � i RIDGE CAP F Grn DUTCH DR.INSERT- -- N� � A �FEss6 24' � � � o RIDGE VENT None SHINGLES --- ��a, � � --------------� - CUPOLA ROOF — F Grn MANSARD RF — o co �n o N ----------------------------------------------------- --� ^ BI-FLD DOOR -- _ x�� Z z Z � �NP 70' DGB � CUPOLA BODY — C Red — � �`� �THIS � I cv x d w � j IWA� 12' DGB j B WHT 000 BONE WHITE C BlK 008 CHARCOAL (TRIM) � ^rn> � °' -� " � ------------------� I C RED 001 COLONIAL RED F GRN 009 FOREST GREEN N�� O w Q � �FE666-28� � W X � � � � E� � � I 12' DGB I EZ S TAN 002 SAHARA TAN CLAY 010 CLAY A � .. � � � � z /� �� / � � C BRZ 003 CLASSIC BRONZE V BUR O11 VINTAGE BURGANDY o O � ? W � / I FE666-28' � � ��a o Oo v� = J �/ �� i � � W SND 004 WHITE SAND GLVLM GALVALUME o w ~ � o i �� i� � 2q- ��p��q � Q BLU 005 QUARRY BLUE GALVZ GALVANIZED � � _ � �- � /� � �� � OA06] I S S�V 006 SATIN SILVER W TLP WHITE TRANSLUCENT PANEL � = o = �� �� i � I S GRY 007 SLATE GRAY C TLP CLEAR TRANSLUCENT PANEI w � _ � ' � � �' '�� � FASTEN ERS � � � � coNnNuous O / 12' 14' DGB I II I > w o - - � VENTED RIDGE � o NOTE: COLORS ARE z r� d o > � o e� - - - - —� - —IH 1— - - - - - I i FOR LESTER PRODUCT Y w`D � 'n � � � \ � ��� �' � °O FASTENER TYPE: EXTERIOR INTERIOR Q z`� � � _ � � � � I �__-� � WALLS ROOF WALLS CEILING SHUTTERS AND NON �g S 2-PLY 2X6 SYP 2 z w = _ � � o ��\ vERTICAL STIFFENERS j � STANDARD NAILS: ❑ ❑ ❑ ❑ DESIGNATEDEBY VENDOR �3� O p w w - IN LENGTHS NOTED (TYP) � w � � � N � o �\ ,/ � � PASLODE GUN NAILS: � � � � z a� HB236 HB660 � Z�g tO � � � � A2 � GALVANIZED SCREWS: ❑ ❑ � � Q '� 1 �� � I 12' DGB � �a _ _ w v \ � �FE666-28'____________\y FE666-26' � COLORED SCREWS: ❑X QX QX ❑X o ��a - I N �r•�Q � J � � 12' DGB I c�, m�� � � j � _70� DG6 2X6 SYP#2 DIAG I � � o w `� r �FE666-24' �' ������� -� o O FOOTING SCHEDULE-SEE SYMB.ON PLAN � � U � � � /�� LENGTHS NOTED I I � w � � I o I �� � I HB562 � ^ TAGDESCRIPTION HOLE QUAN UM u"'i a O J O J� v I �\ i� I � DIA. � � o Q o Q o I � � �� � I A 18" DIA X 8" THK POURED FOOTING, 0.044 18" EA Z � ���Zo � I �� � I � CYD �� z ���o Y p N I ` �� I FE666-22' � B 24" DIA X 8" THK POURED FOOTING, 0.078 24" EA ci w w d >o>wa Z � o I 7' I � I CYD o¢� O O U O�� 3 � o �O � C51 6 STEEL � � �`:3 �`p� o A653 CORNER � � z� � N M d- � /� \� � BRACE TYP � � � ��w i ,� `� i HA524 i i - ¢ � i , � i i i i � i � �+E-�-�� ; �N� m N W I / � � F5666-20' � � � ,, � o� /�n /� I � �J I (NPICAL) I �•e�'�Q N6,/ i � �� i i � Lt;i_Cif'�iC� PFRr :.. , , .�; _, ._ .� - � i � � ,� �t, r,_li�cV+J M � �FE666-20� I � 4 4 I i �� �:!,r-'� �)1� �l��� N w -------------- �_�- -�--.___._._.__ 27'-7 1/2" I � G _ .._,. m ------------- FC666-20� � . � L_`a� � _ . ..,��� iV!.�_�.._. �, s � N g FC666-20' lO 3 � O� �..� �,". J •: r w � in s�4 o O S 1 O W A L L I 73.5" ENDWAIL ( � � '_'�e � w n � ' .�rl-._..._. � I 9� I �---- O I OVERHANG (TYP) � ....:_.: .,���L.� • . �:,�` .-..,,;;''. P ., .� � o 0 16.. � ---------------------------- . . � ' - .... , . �..., s a c� -------------------------J _" (7 i_ I�! . . . ��� � N M : -1 H U 5�-2 1�4� 3�-7 1/2" 5'-10 1/2" � ' . t c;� 3 C;':rK_ � BASIC BUILDING SIZE �'-a 3/4" s'-s• s•-s• �'-0 3/4' ' , - ' ' ` } '� j ��V. > r F_c� ,�._ . � P ", ' . z DIMENSIONS ARE BASED ON LAYOUT J �� ��� �r �'� -�-ri��nts V1 °- OF MASONLINE PERIMEfER � � �� (NOT TO S��E,> FLOOR PLAN `� Z 'U � A1 w � a� SCALE: .'/16=7 �l � � m aj AP1 14567 gI��M CRACKIN PRE � m r� � � � SCREW FASTEN . ROOF ME7AL a w(�j c� ' �FO�}4 SIDEWALL FAVE OVHG � "� o FlASHING x so�ir JF154 IF642 � 5'-10 1/2" OUT OF VERTICAL WEB cv � � ' TO CENTER OF MONITOR 2X6 SOFFIT SIDEWALL OVERHANG IF214 � f � I NAILER —— — FRAMING w z � � ~ � � FF464 zxn MID-BAY FlSCIA IF218 � � � RIDGE FLASHING Zx6 BEVELED STIFFENER � 2X6 SYP N0.2 (BLACK) PURLIN �• OAO�JO ���R SOFFfT TO WALL �6 ul�e �' MF724 � GA122 8s 9I '��� 2X6/2X2 SYP N0.2 C%NNECTION x 2�. RIDGE PURLIN IN 38' SIDE WAIL 29 GA. � HANGER UNI-RIB PANELS MF044 � 2' GA152 �' #695 ROOF � o TRANSITION TRIM J F446 `.1 3/4 m m � z z o 3�, 3 x 2X6/2X2 PURLIN � � � 32 IN SADDLE HANGER 23 GA152 12 ?52 SCREW FASTEN ROOF MEfAL 2X6 SYP N0.2 32 a.00 � JF044 (etacK) PUR�IN � zo 32 GA122 �"' N r 32 '- I 7RU55 TO COLUMN �O1 � • CONNECTION x^� z �N 32 36'-0" CLFAR SPAN � cO � X HD636 24 1'� 2X10STOPAC ORD C INSULATIO� � N�o R-40 BLOWN-IN � I `� SIDEWALL EAVE OVHG JF154 2X8 BTM CHORD FLASHING dc SOFFIT �F642 •.-.. . . ` x~O �4;=; �n �;.>.. �z�:;�<->.:, � ��� --- � r�c�a SIDEWALL OVERHANG I F214 FRAMING Z,• GA172 LINER PANEL UNER TO CEILING n CEI�ING LJNER BLKG 2X4 MID-BAY FASCIA IF218 2X4 SPF Y0.2 (BROWN) STIFFENER "� BTM CHD BRACE IN NA406 � � POCKETS. RUN STR4IGHT IF344 Z M BEfWEEN ENDWALLS. Y w`� ���-��4 � � SPACING(IN): 2 � 84 + Q z`� � m ss + z � aa �g m v� ZX6 INSERT AT CENTER V Z SOFFIT TO WALL M F724 N � PLY FIE�D CUT) ��� CONNECTION cn � W � o FF390 Z a g �' a=a � Y w �IVw zxs srn Nos (RED) FF464 75-'/4' J a � �J WALL GIRT z o NSULATION W/ 4AMIL � m`r� 38" SIDE WALL 29 cn. MF044 ' � � POLY VAPOR BARRIER UNI-RIB PANELS " o m I � UNI-RIB L1NER PANEL NA406 - WALL LINER 39_1/4� N �j � N � F5666 20' SYP NO.1 TRD .6 CCA COLUMN a 6" FINISH FLOOR W/ w� METAL BOTTOM MF113 � wiRE MATS & CONTROL JOINTS � CLOSURE „ N w w n ��� zxa SYP N0.2 TRD .6 FF413 �¢a CCA SPLASH PLANK ,. � `.., o� ... .... . ,;.. z�.. . „. 3/8" PREFORMED EF130 I I I I I I I � ��w ANCHOR ROD SEE � . a ��N N F�OOR PLAN FOR I A m N w LOCATIONS 36�-0" OUT TO OUT OF COLUMNS - a o �- I � � w w Z U M Z j N � w N N � W � W � � � I 0 FoonNc oN � � " UNDISTUR6ED w F U INORGANIC SOIL ���� �' . � :' `� SEE FLOOR PLAN FOR iYPE AND sizE SideWall Section a N� � a scuF: t/a- t' � Z o a +'U � j� "�.I O �� O� J � a � BILL & ANN McCRACKIN B m ¢� BC 1 1 4567 �Ross SE�T�oN PRE m