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, Permit#: Bll03-013
<br /> Site Addr�ss: 1321 GRAND AVE +
<br /> Owner. CASH RICK&AMBER �
<br /> - Tenant: [TenNamej
<br /> App-Date: 3f4/2Q17
<br /> �! (� Proposed Use: SFR DETACHEQ
<br /> ���� ���� � � ��� �� �����'`�� ��L✓�� ���J��� ����� Description: 2Q'x20'GARAGE SLA6 QN GRADE
<br /> ��e � ��' � ��� � F� � _ PaA�NSCS EOAR WAL SCN DUL� DESfGN RE
<br /> QUfREMENTS Reviewed B �-�/�/r�
<br /> A3 - SECTIONS, DETAI�,S �` 1. GOV�RNWG COD�S; 2Q�5 IRC y� ��t�=
<br /> OCCUPANCY REQUIR�MENTS: GROUP U �ffice Set �al�Sire Set �ire/Planning Set
<br /> � � CONSTRUC�'ION TYPE:V-B
<br /> 2. D�SIGN SCH�DULE
<br /> � A. BUILnING SIZE
<br /> � WIDTH: 20'-0"
<br /> LENGTH: 20'-0"
<br /> 51DE WALL HEIGHT: 9,_�° ' � - '
<br /> TUTAL FiEIGHT: 14'-11 7/8" � �'� `'S A�fi���"�� :
<br /> B. �UILDING LOADS �� �-,_- � , 1�;.� a�
<br /> ROOF LNE LOAD: 25 PSF � � `" ��
<br /> ROOF D�AD LOAD: 10 PSF � `�1 ���� ���i ����� 1�
<br /> c. oEsi�rv wirvD PQ� ~�`� � ��
<br /> 3 SECONb GUST, Vss: 115 MPH �'y`���e ,� -"�'��} �
<br /> WIND EXPOSURE: B �����,e�v�c '�a � `��77 t� ��'
<br /> �iI �� ~{' rt5'CF.Y ,ti'�'- .
<br /> [?. SEISMIC D�SIGN CATEGORY: D2 Qe ' �, �- �G
<br /> E. SITE CLASS: D IO.°a'�eL ti .����
<br /> 8x8 CEDAR LIGHT BLOCK 20'RIDGE VENT � � ' F. ROOF PITCH: 6/12 �, ,���/'
<br /> MAX ELEVATION= 114.49 w/TRIM TO MATCH WINDOWS MAX ELEVATION = 114,T49 ROOF VENT, 20 RIDGE VENT CLASS A SHINGLES 3. ROOFlNG �CMEDULE
<br /> P�AK HEIGHT= 114.48 ROOF VENT PEAK HEIGH7= 114.48 1 �p' A. ROOF SHEATHING SHALL BE APA RATED 7/16"THICK OSB WiTH FOIL
<br /> CE�AR SHWGLES BACKING. STAGGER i,.AYOUT PER APA CONDITION 1.
<br /> OVER 7/16" OS8 B. PI#24/16 MIN UNBLOCKED.
<br /> C. SWEATHING NAILING SHALI. BE PER NAILING SCHEDULE.
<br /> 12 D. LIFETIM� DIMENSIONAL FIBERGLASS SHINGLES (CLASS A) (U.N.O.).
<br /> � g �. 15 LB. RQOFING FELT. �+
<br /> F. TYi'E'D'METAL DRIP EDG� FLASHiNG REQUIFiED ALL SI�ES. Z E-+ �
<br /> G. 7RUSSES SHALL BE SPACED @ 24"OC. � W p � � �
<br /> H. SE�SEPARATE T R USS SH E ET S F O�T R U S S F R A M I N G A N D M A T E R I A L S. H P�+ U � °� ,�
<br /> � � � � I. TRUSS CONNEC710N P�.ATES'EAGLE M�TAL PLATES'. � � � � � �
<br /> � ��-�� �'-�'� 1-0 1=0 J. TH�TRUSS PLATE INS�"ITUT�(TPI)(NER G2A 430) IS TFiE INSP ECTION � � � � � ;�
<br /> �
<br /> AG�NCY RES�ONSIBLE �OR IN-�LANT WSPECTfONS. �fad '� � � � (�
<br /> � C� M
<br /> r � �
<br /> �-- K. TRUS5 MANUFACTURER:TUFF SHED, INC. � � � � �
<br /> � � � �
<br /> 1680 4. WOOD FRAMING � E�
<br /> � DOOR LAF'SIDING C1VER `�+ � c'�
<br /> �, o , LAP SIDING OVER A. ALL WALL FRAMING MEM�ERS SHAL�. �E STUD GRADE OR SETfER WITH � �� � �
<br /> , 7/16' OSB 7/16"OSB OVER THE FOLLOWING DESIGN VALUES: Fb=675 P51, Ft=400 PSI, Fv= 150 PS{, � � �
<br /> � 5/8"TYPE X GYPSUM �c=800 PSI PARALLEL_TO GRAIN, E= 1,200,000 PSI. � � � � � e`i
<br /> �. STUDS SHALL�E SPACED @ 16"OC. � � � � � �
<br /> C. FASTEN EXTERIOR WALL SH�ATHING TO FRAMIIVG PER NAILING W � �, �
<br /> 5% DOWNSLOPE FOR 10' SCH�DULE.
<br /> 16'-0" PROPERTY LINE PROPERTY LiNE MINiMUM ON ALL SIDES D. PROVIQE 80LID BLOCKING AT ALL HOR1ZONTAL JOINTS OCCURRING IN
<br /> �„AVG. BASE ELEV. =95.49 �AVG.BASE ELEV. =99.49 - - - - - - - -' BRACED WALL PANELS PER R602.40.1. �
<br /> FINISHED GRADE _ � E. SNEAR WALL MATERIAL�HALL B�AS SPECIFIED IN SHEAR WALL �
<br /> � FINISHED GRADE
<br /> SCH�DULE. - �
<br /> � - - - - - -- - - - - - - � � = T � � T = � ` = _ .}� ��;"�L�lI�'.sCCri �� ��Ctu lfE;[� �Il �1�� F. SN�AR WALL NAIl.ING SHALL BE AS SPECIFIED W SHEAR WALL 00
<br /> 20�-0�� a�-o„ �'-s" zo�-o„ �'� �'��z°i�y f��1�rc�vc;� ���aildi�a� �I�i.��,� sc�-t��uLE. O
<br /> �� i� � i � MIN. 5. SOlL � � � �
<br /> �� � � �� �dditi�r��i I��r��t�,qr� ����ri��d 1�. MIN. REQUiRED SOII,TYPE SHALL BE CLAY, SANt�Y CLAY, SILTY CLAY, OR > C] � �
<br /> ���,-��,� P�.��@�� -�� ��������,. CLAYEY 51LT(CL, ML., MH&CH). PFZ�SCRIPTIVE ALLOWABLE SOIL � � � �,j � �
<br /> BEARING PKESSURE USED IN DESiGN IS 1500 PSF AT 12"DEEP. VALUES t/) � �
<br /> ARE F'ER TABLE R401.4.1. � v g Q
<br /> � ����'������ � ������0�� B. IN THE �VENT OF THE DISCOVERY OF EXPANSIVE SUILS, FOUNDATION = , , � � 'vi � �
<br /> , � ��GM�t�l+��I � �rl�'� r�+,I�Tt� WILL EKTEND MlN. 2'-0° BELOW GRADE. � Cn o C� II a��i <L f--�
<br /> C. ALL FOQTINGS iHALL BE FOUNDED ON UNDISTl1RBED NA7'URAL SOfL. � �+r � p -� �' F"
<br /> ��' ���C$f i�ci1 D. IN 7HE EVENI"EXC,4VATIONS REV�AL UNFAVORABLE CONDITIOIVS,THE O � �-�� � � � �
<br /> SERVICES OF A SO{�S ENGINEER MAY BE REQUIRED. � � U � U x � N W
<br /> C� � - a� Uc� !,� c� > °
<br /> 6. PERMIT n' � �"� Q � '� � � :
<br /> ;_ ,. .. , .. . - : �.
<br /> _ ,_.. . A. PERMIT APPLICATtONS, WHEFZE NO P�RMIT 15 I�SUED, SHALL EXF'IRE �„ �
<br /> � � � + ' � PER LIMiTATlO�l�SET BY LOCAL CODES. SECTION R105. C, �
<br /> " �f�1�1M� AN� p,f����yAG� �. JOB CAR[� REQUIRED TO B�AVAILABLE FOR SiGNATURE AT JOB�Il"E � � , � � �
<br /> � � � � � �
<br /> �m �rovisians shali be madz for thA control and drainage ofi surface GENERAL NO7ES � � �] 1�
<br /> water around building; by: gutters, drain lines, inlets and catch 7• GENERAL: � �. � � � � � � �
<br /> �asins or other necessary drainage structures and shall b� installed A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. � � � �, � � � � �.'
<br /> v�ihere storm warer disposal cannot be obtained tivithout ��h2ir use or �UILDE[�SFiALL PROTECT ALL ADJACEN� �'RO�EFtTY, STRUCl'URES, �
<br /> � il!
<br /> TF2EES, UTILITIES, ETC. � � � � � � � � �
<br /> �r��ere erosion cannot b� prevented by finish grading and planting. �. �UILDER IS RESPONSIBLE FOR SAFETY OF �UIL�ING DURIN� � � C� W � � � � I�
<br /> D.r weHs shall nai be install�d in areas where the soil i, rt�f +rreli CONSTaUCTION. PROVtDE ALL SHORING OR BRACWG AS R�QUIRED � � � � � � � � �
<br /> drained and�or porous. AND PER GOVERNING REGULATIONS. .
<br /> , C. ALL WOOD COiVSTRUCTION CONNECTORS REFERENCED IN 7HIS � � � � � �!1 � �
<br /> ?. C�rading shall be provided to ir�sure� DRAWING SHALL BE SIMPSON 'STRONG-TIE'OR EQUIVALENT INSTALLED � � � � � � � � �
<br /> PER MANUFACTURER'S SP�CIFICATIONS. � � � � � �,,, � � �
<br /> (a) Diversion of water away from buildings, D. GREEN VINYL SIN�CER NAILS DO NOT MEET THE NAILING REQUIREMEN�'S � � � � .�1 �,,. �- �
<br /> (b) �revention of standing water an� soil saturatir�rt defrimentaf OF COMMON NAILS. � � � � � � � � �
<br /> to structure, and lot !�,e.
<br /> l� � I� � � � � � W
<br /> 2. PLYWOOD DIAPHRAGMS � � Q
<br /> (c) ThaT natural drainage cP�annels c�r basins �r� �r�� �g4�4cQd c�r 15/32"CDX PLYWOOD OR 7/16" OS�.
<br /> filled. �� Q �
<br /> (�} �'rovisic�n� for #h� clisposal z�f 4y���� f���� � ���� 3. MAT�RIAL I�VALUATION REPORT IDENTIFICATION � �
<br /> � � �y F
<br /> ��) Protactit�n r�r' aclj�ining prQp�r��, A. TRUSS CONlVECTION PL4TES 8Y EAGLE METAL PLATES PER � „ _ � M � �
<br /> !CC-ES REPORT#ESR-1082. � Q � o� � �;�;
<br /> B. DURATEMP SIDING BY ROSEBURG FOREST PRODUCTS IS APPROVED y � Q � ,� z
<br /> 20'RIDGE VENT " FOR USE WITHOU7 UNDERLAYMENT PER (CC-ES REPORT#ESR-2780. "� � � g� U W
<br /> MAX�LEVA710N = 114.49 20' RIDG�VENT CLASS'A'SHWGL�S
<br /> MAX ELEVATION = 114.49 ��' �3UII,�II�+G �� �;��I, �;���.�,1���,� �� C. HARDIPANEL SInIN(� BY JAMES WARDIE BLDG PRO�UCTS PER �� o � � � z W
<br /> � o � cn _ �
<br /> PEAK EfGHT= 114.48 ROOF VEfVT PEAK HE[GNT= 114.4$ SNDIC�,TED O I V �P P 1 2 0 V E D ��T� :����f�p,�� N E S REP O R 7#N E R-4 0 5 � � � � o �w
<br /> � NEW S I T E P L A T�j ��-i���, $� �������,V D, S M A R T S I D E S I D I N G B Y L I' C O R P O R A 7 1 0 N p E f 2 r-+ � � �, �
<br /> CEDAR SHINGLES rE�o IVO FU R , < ICGES R�PORT#ESF7-1301. '� d �-�
<br /> OVER 7116"OSB _ 1�F�� II��s�'iCTIOii'�115 '6sJ_IL,L � �" � �� .
<br /> �E 1liIAI7E 01�T THl;; P��JEC�' iJ1�fTIL:('H� E. LAMIiVATED VENEER LUM�ER(LVL)F'�R � �
<br /> �12 REVI�EI7 SiTE PLAI�t I-�F�S BEEI�7 APi'�ZOV- ICGES REPORT#ESR-13$7. � � N Q
<br /> �13 �3Y ;�•�-�� �U�,��N�'�,U��I� ��t��il F. CLASS A SHIiVGLES BY OWENS CORNING ROOFING PEF�
<br /> 6
<br /> I3E:�''I"�, UL REPORT#ER2453-01. � ��
<br /> 2"SOFFIT VENT STRIP G. HDU PRE-QEFLECTED HOLDOWNS BY SIMPSON PER CC3 ��
<br /> ICC-ES REF'ORT#ESR�233Q. � � � �
<br /> 1'-0"
<br /> 1'-0" :
<br /> \ �,� 1� 0�� ~ H. SSTB ANCHOR BOLTS BY SIMPSON PER � o�
<br /> �f is owners respnn�ibilit�to ��t�b(ds� ���� ��,�' ICC-ES REPORT#ESR-2611. a
<br /> � �raperty lines, p
<br /> Drawn �y: SJ
<br /> 3030 3068 r 3030 ' CJat�; 1/12/17
<br /> WINDOW Checked B CJT
<br /> LAP SIDING OVER W�NDOW D OR o LAP SIDING OV�R �'
<br /> 7/16°osg °' 7i1s��osB Date: �/15/17
<br /> Revised:
<br /> 5% ROWNSLOPE FOR 10'
<br /> Revised.
<br /> PROPERTY LINE MINIMUM ON ALL SIDES PROPER7Y LINE Ti�I@:
<br /> ,�AVG. BASE ELEV.=99.49 -.�--_ - � � � ____. a
<br /> �- FINISHED GRADE �VG. BASE ELEV. =99.49 -
<br /> -� FINISHED GRAD� �F'iO�ECT NOT�S
<br /> .- � .- � ` - ____ _ ____ ______ � � \ _.___ � ____. __._. � _ _ � ____ :
<br /> � � - � T - ^ - - - I �LEVATIC)NS
<br /> 3'-0" 20'-0" ����" I .
<br /> �o�-a��
<br /> � i -
<br /> ����. � ����,����� ����. � �����►,��{�� nnirv. Scale: 1/4,� - 1�_�,�
<br /> ,+.._.
<br /> _ � � ' Sheet:
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<br /> 3 � �� �� , ' � �� �
<br /> ,_,, .. . ... ..- , , r ,_,.__,
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<br /> � , .
<br /> Sheet 1 of 3
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