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' Permit#: B17Q3-013 <br /> Site Address: 1321 GRt�id�AVE <br /> ACCESSORY BU I LDI NG DRAWING INDEX PROJECT NOTES T n�nt: �,Na�1&.�MgER <br /> � � A1 - PROJECT NOTES, ELEVATIONS App. Date: 3/�/Z017 <br /> 2O X �O -- 400 SC� FT A2 - PLANS, SHEAR WALL SCHEDULE DESIGN REQUIREMENTS Prapased u e: SF�DF�TAC�fED� <br /> 1. GOVERNING CODES: 2015 IRC Descriptian. z 'x2 'GA E Sl;AB -N GRA�E <br /> � A3 - SECTIONS, DETAILS j �� � � <br /> OCCUPANCY REQUIREMENTS: GROUP U 1 � <br /> CONSTRUCTION TYPE: V-B <br /> Reviewed 6y: Date: <br /> • 2. DESIGN SCHEDULE OfFice Set 1ok�Site Set Fire/Planning Set <br /> A. BUILDING SIZE <br /> W I DTH: 20'-0" <br /> LENGTH: 20'-0" <br /> SIDE WALL HEIGHT: 9'-0" � <br /> TOTAL HEIGHT: 14'-11 7/8° <br /> B. BUILDING LOADS � <br /> ROOF LNE LOAD: 25 PSF <br /> ROOF DEAD LOAD: 10 PSF � <br /> C. DESIGN WIND � <br /> 3 SECOND GUST, V3�: 115 MPH � � ' <br /> WIND EXPOSURE: B <br /> D. SEISMIC DESIGN CATEGORY: D2 <br /> E. SITE CLASS: D <br /> F. ROOF PITCH: 6/12 <br /> _ 8x8 CEDAR LIGHT BLOCK 20' RIDGE VENT ROOF VENT, 20' RIDGE VENT CLASS 'A' SHINGLES <br /> MAX ELEVATION - 114.49 w/TRIM TO MATCH WINDOWS MAX ELEVATION = 114.49 TYP. 3. ROOFING SCHEDULE <br /> PEAK HEIGHT = 114.48 ROOF VENT PEAK HEIGHT= 114.48 � A. ROOF SHEATHWG SHALL BE APA RATED 7/16° THICK OSB WITH FOIL <br /> CEDAR SHINGLES BACKING. STAGGER LAYOUT PER APA CONDITION 1. � <br /> OVER 7/16" OSB B. PI #24/16 MIN UNBLOCKED. <br /> C. SHEATHING NAILING SHALL BE PER NAILING SCHEDULE. <br /> 12 D. LIFETIME DIMENSIONAL FIBERGLASS SHINGLES (CLASS A) (U.N.O.). <br /> � E. 15 LB. ROOFING FELT. <br /> 6 F. TYPE 'D' METAL DRIP EDGE FLASHING REQUIRED ALL SIDES. � W N <br /> G. TRUSSES SHALL BE SPACED @ 24" O C. � � W p <br /> H. SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS. � Q � � °O <br /> _ _ I. TRUSS CONNECTION PLATES 'EAGLE METAL PLATES'. Z � � Z � Q � <br /> 1'-0" 1' 0" 1' 0" 1' 0" J. THE TRUSS PLATE INSTITUTE (TPI) (NER QA 430) IS THE INSPECTION � <br /> \ -" -"' "- AGENCY RESPONSIBLE FOR IN-PLANT INSPECTIONS. W Z � � <br /> ,� �-+ <br /> � K. TRUSS MANUFACTURER: TUFF SHED, INC. Q � Q � O O cn <br /> � a � � � O � <br /> r 4. WOOD FRAMING � � � U M <br /> 1680 ^ <br /> q DOOR _ LAP SIDING OV�R LAP SIDING OVER A. ALL WALL FRAMWG MEMBERS SHALL BE STUD GRADE OR BETTER WITH � <br /> � � �� � THE FOLLOWING DESIGN VALUES: Fb = 675 PSI, Ft =400 PSI, Fv = 150 PSI, � � Q � W o <br /> � 7/16 OSB 7/16' OSB OVER <br /> 5/8" T YPE X G YP S U M F c = 8 0 0 P S I P A R A L L E L T O G R A I N, E = 1,2 0 0,0 0 0 P S L U � � <br /> B. STUDS SHALL BE SPACED @ 16° OC. � � W <br /> C. FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER NAILING � ,-; Q • <br /> 16'-0" 5% DOWNSLOPE FOR 10' SCHEDULE. �/1 <br /> PROPERTY LINE PROPERTY LINE MINIMUM ON ALL SIDES D. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN <br /> BRACED WALL PANELS PER R602.10.1. o <br /> ,� AVG. BASE ELEV. = 99.49 AVG. BASE ELEV. = 99.49 E. SHEAR WALL MATERIAL SHALL BE AS SPECIFIED IN SHEAR WALL �' <br /> �������- - FINISHED GRADE p� <br /> � SCHEDULE, rn <br /> ~ F. SHEAR WALL NAILING SHALL BE AS SPECIFIED IN SHEAR WALL p <br /> 20'-0" 3'-0" 1'-6" 20,_p,� SCHEDULE. �' <br /> o C`) <br /> 5. SOIL Z Z <br /> WALL A �LEVATION M'N WALL B EL�VA�ION A. MIN. REQUIRED SOIL TYPE SHALL BE CLAY, SANDY CLAY, SILTY CLAY, OR � � � N <br /> CLAYEY SILT (CL, ML, MH & CH). PRESCRIPTIVE ALLOWABLE SOIL - - � LLj � <br /> BEARING PRESSURE USED IN DESIGN IS 1500 PSF AT 12" DEEP. VALUES m (n � � <br /> ARE PER TABLE R401.4.1. }, a � � , <br /> B. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS, FOUNDATION = . . � d- � z <br /> WILL EXTEND MIN. 2'-0" BELOW GRADE. L (n � O 11 � Q E= <br /> C. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL. � Q� � o z3 � � <br /> D. W THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE O p U'�'W N Q � � <br /> SERVICES OF A SOILS ENGINEER MAY BE REQUIRED. z v U � U X � N W <br /> O � - a� Uo �= c� > <br /> 6. PERMIT � U �� QN (nr- W <br /> A. PERMIT APPLICATIONS, WHERE NO PERMIT IS ISSUED, SHALL EXPIRE LL, � <br /> PER LIMITATIONS SET BY LOCAL CODES. SECTION R105. O Z <br /> B. JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE � � Q C� <br /> 2 <br /> � � � Z <br /> GENERAL NOTES �- � W � � Q <br /> 1. GENERAL: 0 a. <br /> A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. a � _ � p�, p m <br /> B U I L D E R S H A L L P R O T E C T A L L A D J A C E N T P R O P E R T Y, S T R U C T U R E S, � a F. O N = � <br /> TREES, UTILITIES, ETC. � W � � <br /> B. BUILDER I S RE SP ONSIBLE FOR SAFETY OF BUILDING DURING Z 2 U W m � O U <br /> C O N S T R U C T I O N. P R O V I D E A L L S H O R I N G O R B R A C I N G A S R E Q U I R E D � �" Z Q � IL N Z <br /> , AND PER GOVERNING REGULATIONS. W � <br /> C. ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN THIS � d W � � � � W <br /> D R A W I N G S H A L L B E S I M P S O N 'S T R O N G-T I E' O R E Q U I V A L E N T I N S T A L L E D � Z � � Z m � � <br /> PER MANUFACTURER'S SPECIFICATIONS. W � � � Q � � � <br /> D. GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS W � � Q J J � � <br /> OF COMMON NAILS. � W � �' � � H � <br /> �- � � � mmO �-- <br /> 2. PLYWOOD DIAPHRAGMS N o <br /> 15/32" CDX PLYWOOD OR 7/16" OSB. � � � � <br /> �U � "� <br /> o � <br /> 3. MATERIAL EVALUATION REPORT IDENTIFICATION � Z �- � � o <br /> A. TRUSS CONNECTION PLATES BY EAGLE METAL PLATES PER c� _ � c, ? <br /> ICGES REPORT#ESR-1082. (� C� � <br /> , B. DURATEMP SIDWG BY ROSEBURG FOREST PRODUCTS IS APPROVED �y W Q � � z <br /> 20' RIDGE VENT � � FOR USE WITHOUT UNDERLAYMENT PER ICC-ES REPORT#ESR-2760. "� � � � N � � <br /> MAX ELEVATION = 114.49 � MAX ELEVATION = 114.49 20 RIDGE VENT CLASS 'A SHINGLES C. HARDIPANEL SIDING BY JAMES HARDIE BLDG PRODUCTS PER � � � � � u� ? � <br /> PEAK HEIGHT = 114.48 PEAK HEIGHT = 114.48 � LL � Y `� � W <br /> R O O F V E N TN E S R E P O R T#N E R-4 0 5 �; � � � o ° W <br /> CEDAR SHINGLES D. SMARTSIDE SIDING BY LP CORPORATION PER � � � Q � � <br /> OVER 7/16" OSB ICGES REPORT#ESR-1301. ,-, � � � _ <br /> E. LAMINATED VENEER LUMBER (LVL) PER �� o � � <br /> 12 ICC-ES REPORT#ESR-1387. � N J <br /> F. CLASS A SHWGLES BY OWENS CORNING ROOFING PER o Q <br /> � 6 UL REPORT#ER2453-01. � = Q <br /> 2" SOFFIT VENT STRIP G. HDU PRE-DEFLECTED HOLDOWNS BY SIMPSON PER � � � <br /> ICC-ES REPORT#ESR-2330. W <br /> � _ <br /> � aa <br /> 1'-0" 1'-0" : 1'-0" 1'-0" H. SSTB ANCHOR BOLTS BY SIMPSON PER � °° a <br /> � � � � � <br /> ICC-ES REPORT#ESR-2611. <br /> � Drawn By: SJ <br /> � Date: 1/12/17 <br /> 3030 3068 � 3030 <br /> LAP SIDING OVER �N�NDOW D OR o WINDOW LAP SIDING OVER <br /> Checked By: <br /> 7/16" OSB °' 7/16" osB Date: <br /> Revised: <br /> � Revised: <br /> 5% DOWNSLOPE FOR 10� Title: <br /> PROPERTY LWE MINIMUM ON ALL SIDES PROPERTY LINE <br /> � AVG. BASE ELEV. = 99.49 � AVG. BASE ELEV. = 99.49 <br /> _ FINISHED GRADE FINISHED GRADE PROJECT NOTES <br /> \ <br /> ti <br /> - ELEVATIONS <br /> 3'-0" 20'-0" 20'-0�� 1'-6" <br /> �Y ► � � �-,q v � . <br /> w�LL C �L��/�1��0� W�1L.�.. � ���vl����N nnw. Scale: 1/4" = 1'-0" <br /> Sheet: <br /> Sheet 1 of 3 <br />