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A C��SC�RY SUIL� ING DRAWING INDEX ��o,�ECT �o�r�s <br /> 1 �� X �V� � �.J�O SCs� FT S2 - PRAONSCSHEOAR WALL SCH DULE DESIGN REQUIREMENTS <br /> S3 - SECTIONS, DETAILS 1. GOVERNING CODES: 2015 IRC <br /> OCCUPANCY REQUIREMENTS: GROUP U <br /> CONSTRUCTION TYPE: V-B <br /> 2. DESIGN SCHEDULE <br /> A. BUILDING SIZE � <br /> W IDTH: 16'-0" <br /> LENGTH: 20'-0" {�- ' <br /> SIDE WALL HEIGHT: 7'-8 1/4" �# � ,�A���-°� <br /> TOTAL HEIGHT: 11'-1 1/4" �. . � �} ���;�, .� <br /> B. BUILDING LOADS � .� �S�J�� <br /> ROOF LIVE LOAD: 25 PSF �` k �� � . <br /> ROOF DEAD LOAD: 10 PSF =-'���� <br /> C. DESIGN WIND � �����= <br /> ���r ,z< <br /> 3 SECOND GUST, VUrt: 110 MPH � ��� �� � <br /> WIND EXPOSURE: C �',�,�,� q <br /> D. SEISMIC DESIGN CATEGORY: D1 �''�'`"1S�k.�i� �� <br /> E. SITE CLASS: D ���'�_At' �� , � <br /> F. ROOF PITCH: 4/12 <br /> ��; � <br /> 3. ROOFING SCHEDULE , <br /> A. ROOF SHEATHING SHALL BE APA RATED 7/16"THICK OSB WITH FOIL <br /> BACKING. STAGGER LAYOUT PER APA CONDITION 1. <br /> B. P� #24/16 MIN UNBLOCKED. <br /> C. SHEATHWG NAILING SHALL BE PER NAILING SCHEDULE. <br /> D. 25 YEAR FIBERGLASS SHINGLES (CLASS A) (U.N.O.). • <br /> E. 15 LB. ROOFING FELT. E--+ <br /> 12 _ T, _ F. TYPE'D' METAL DRIP EDGE FLASHING REQUIRED ALL SIDES. W � [-+ o � <br /> _ � = G. TRUSSES SHALL BE SPACED @ 24" OC. � W Q rW Q '�' <br /> � 4 r CLASS'A' SHWGLES H. SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS. . [� �+ U � °O � <br /> -� �' I. TRUSSES MUST BE BRACED ACCORDING TO THE LATEST EDITION OF U � tti � � O <br /> - �` THE BUILDING COMPONENT SAFETY INFORMATION "GUIDE TO GOOD � � � � Z � <br /> PRACTlCE OF METAL PLATE CONNECTED WOOD TRUSSES" (BCSI) Q W � r/1 � � W <br /> J. TRUSS CONNECTION PLATES 'EAGLE METAL PLATES'. W Q � w � O � <br /> =� 3030 3030 K. THE TRUSS PLATE INSTITUTE (TPI) (NER QA 430) IS THE INSPECTION � U` � � � � <br /> � AGENCY RESPONSIBLE FOR IN-PLANT INSPECTIONS. z �' � <br /> , WINDOW WINDOV`! �zo, �j � U , <br /> { � 3/8"SMARTSIDE D R 3/8"SMARTSIDE L TRUSS MANUFACTURER: TUFF SHED, INC. � W � W � <br /> ' W v� i�; �! �n <br /> h W I T H F O I L B A C K I N G WITH FOIL BACKING 4. WOOD FRAMWG � � U � � �.^ <br /> A. ALL WALL FRAMING MEMBERS SHALL BE HEM-FIR(HF)STUD GRADE OR � � � r � � ' <br /> � � � <br /> 5/o DOWNSLOPE FOR 10' BETTER. � p� ,� <br /> ° B, STUDS SHALL BE SPACED @ 16" OC. <br /> � MINIMUM ON ALL SIDES C. FASTE�J EXTERIOR WALL SHEATHING TO FRAMING PER NAILING <br /> SCHEDULE. <br /> FINISHED GRADE FINISHED GRADE D. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN o <br /> BRACED WA��PANELS PER R602.10.1. r <br /> � E. SHEAR WALL MATERIAL SHALL 8E AS SPECIFIED IN SHEAR WALL � � <br /> 16'-0" 20'-0" SCHEDULE. r' z <br /> F. :>HEAR WALL NAILING SHRLL BE AS SPECIFIED W SHEAR WALL p j (� <br /> �>CHEDULE. Z � Z <br /> WALL �, �L.�V��"It)�V WAL.L B ELEVATION . 5. Soi� � v � � N <br /> A. MIN. REQUIRED SOIL TYPE SHALL BE C�AY, SANDY CI�AY, SILTY CLAY, OR � � � � � <br /> CLAYEY SILT(CL, ML, MH &CH). PRESCRIPTIVE ALLOWABLE SOIL Q �, oN � � <br /> BEARING PRESSURE USED IN DESIGN IS 1500 PSF'AT 12" DEEP. VALUES � Q% � tn W <br /> ARE PER TABLE R401.4.1. � o O 11 N � H <br /> B. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS, THE SERVICES � �� p � 4 W <br /> OF A SOILS ENGINEER MAY BE REQUIRED. p p •L W N Q J � <br /> C. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOlL. z � � U x � � W <br /> D. IN THE EVENT EXCAVATfONS REVEAL UNFAVORABLE CONDITIONS, THE o � N U � �' � y <br /> SERVICES OF A SOILS ENGINEER MAY BE REQUIRED. � U � ¢ � � � � <br /> 6. PERMIT � � <br /> Z � <br /> A. PERMIT APPLICATIONS, WHERE NO PERMIT IS ISSUED, SHALL EXPIRE W y- Q � � <br /> PER L.IMiTATIONS SET BY LOCAL CODES. SECTION R105. �'"' � �"' � <br /> B. JOB CARD REQUIRED TO BE AVAILRBLE FOR SIGNATURE AT JOB SITE '� � � � � � <br /> L1J W � � �° <br /> GENERALN07ES a � � � � � � � � <br /> 1. GENERAL: � F, �j � !1! � � <br /> A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. � � �- � � � Z � <br /> BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES, � <br /> TREES, UTILITIES, ETC. � E" Z Q-' � � � � � <br /> B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING �t� W � � � � � � � <br /> CONSTRUCTION. PROVIDE ALL SHORING OR BRACING AS REQUIRED L� � � y ~ ~ w tl! L� <br /> AND PER GOV�RNING REGULATIONS. � � � � � �' a tt. w <br /> C. ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN l"HIS � � � � � � � _ � <br /> DRAWING SHALL BE SiMPSON 'STRONG-TIE' OR EQUIVALENT INSTALLED W � � � � J � �. � <br /> PER MANUFACTURER'S SPECIFICATIONS. � W � � � � Z �- Z <br /> D. GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS �' � � � m � Q 0� W <br /> OF COMMON NAILS. <br /> � N� � . <br /> 2. PLYWOOD DIAPHRAGMS �(� "�' w <br /> o � <br /> 15/32"CDX PLYWOOD OR 7/16" OSB. � � � � � ° <br /> CC3 � x � �,, � <br /> 3. MATERIAL EVALUATION REPORT IDENTIFICATION "" (,� �] � � "' w <br /> A. TRUSS CONNECTION PLATES BY EAGLE METAL PLATES PER �y W a � � z <br /> ICGES REPORT#ESR-1082. "� _ � g� � �� <br /> �. HARDIPANEL SIDING �Y JAMES HARDIE BLDG PRODUCTS PER � � o � � u, z � <br /> NES REPORT#NER-405 �� "� � V o w `n <br /> C. SMARTSIDE SIDING BY LP CORPORATION PER �+ � � �� <br /> ICC-ES REPORT#ESR-1301. � � � �- `� <br /> � <br /> D. LAMINATED VENEER LUMBER(LVL) PER � � o �� <br /> ICC-ES REPORT#ESR-13�7. � � N a <br /> E. CLASS A SHINGLES BY OW�NS CORNING ROOFING PER Q <br /> 12 _ UL EVALUATION REPORT#ER2453-01. � � � <br /> � 4 -_ " _ F. HDU PRE-DEFLECTED HOLDOWNS BY SIMPSON PER Cd �� <br /> - CLASS'A'SHINGLES � W <br /> _ _ ICC-ES REPORT#ESR-2330. Q a a <br /> -� G. SSTB ANCHOR BOLTS BY SIMPSON PER +°' �� <br /> `�-'�` `� ICGES REPORT#ESR-2611. � �- <br /> Drawn �y: PK <br /> \ <br /> Date: 5/25/18 <br /> �� _ Checked �y: JR <br /> `- � 3/8" SMARTSIDE 3/8"SMARTSIDE <br /> Date: 6/18/18 <br /> ti WITH FOIL BACKING WITH FOIL SACKING <br /> f�eVIS@d: <br /> Revis�d: • <br /> 5% DOWNSLOPE FOR 10' <br /> � M�NIMUM ON ALL SIDES TItI�: <br /> FINISHED GRADE FINISHED GRADE PROJECT NOTES <br /> � <br /> �s�-o�� 2�0�_0� ELEVATIONS <br /> W�LL G �L��/,�,T'I��i WALL. � ELE�ATION Scale: 1/4�� = ��-o�� <br /> — Sheet: <br /> Sheet 1 of 3 <br />