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., <br /> ��,��,,� WEATHER KING PORTABLE BUILDINGS <br /> � Q �� ` 760 WESTBROOK ROAD <br /> �S '���� HICKORY, KY 42051 <br /> ���� . v <br /> GENERAL NOTES: "Yy - � DESIGN CRITERIA. ITEMS BY OTHERS: <br /> 1.STRUCTURE HAS BEEN DESIGNED IN ACCORDA�j WITI� �10.WOOD FRAMING SHALL COMPLY WITH THE NATIONAL 1.DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAY BE SUPPLIED AND <br /> THE 2014 FL(�RIDA BUILDING CODE(FBC). � �� ,�FOREST PRODUCTS ASSOCIATION(NFPA)"NATIONAL THE FLORIDA BUILDING CODE,2014. INSTALLED BY OTHERS.THESE ITEMS MAY BE <br /> 'y , �� � �SIGN SPECIFICATION FOR WOOD CONSTRUCTION",2012. OCCUPANCY CATEGORY I SUBJECT TO LOCAL JURISDICTION APPROVAL. <br /> 2.ALL MA ��AMQ CONSTRUCTION SHALL BE IN � WEATHER KING PORTABLE BUILDINGS IS NOT <br /> ACCO �������f�v.r17��H;E ABOVE CODES AT THE TIME O� � 17�i4LL OOF DECKING IS TO BE%s°O.S.B. 2.LIVE LOADS: RESPONSIBLE FOR THESE ITEMS. <br /> MA��U r, +1/r� � \ FLOOR:40 PSF <br /> �����`i ��� 12.ALL SIDING IS TO BE TREATED Ti-11,LP SMARTSIDE ROOF•20 PSF 1 THE FOUNDATION TIE-DOWN SYSTEM <br /> 3.DRA I Lrl�'fi B LED FOR DIMENSIONS. PANEL,OR 29 GA.METAL SIDING. <br /> 3.WIND LOADS ARE BASED ON THE FOLLOWING: 2.RAMPS,STAIRS,AND GENERAL ACCESS <br /> 4.STRUCTU��4�/��/MINOR STORAGE ��13.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED ULTIMATE DESIGN WIND SPEED: <br /> FACILITIES' GO�I�AND SHOULD NOT BE � SYP#2,OR BETTER. (2014 FBC FIGURE 1609C) 3.ELECTRICAL SERVICE HOOKUP <br /> USED FOR HUMI(� �/�J� �j .�1. 14.ALL WOOD FRAMING IS TO BE TO BE SPF#2 OR BETTER, RISK CATEGORY PH <br /> '� L 1'�1 <br /> 5.STRUCTURES ARE D �i� �t$I i��HAT HAVE A UNLESS NOTED OTHERWISE. EXPOSURE CATEGORY C <br /> 3 SECOND WIND GUST b�,}60 K T GORY I INTERNAL PRESSURE COEFFICIENT <br /> STRUCTURES PER FIGURE'1b� F � �'� 15.ALL FLOOR DECKING IS TO BE%'TREATED PLYWOOD. GCpi=t0.18 <br /> (� v�J/ UN-TREATED T&G PLYWOOD FLOORING MAY BE USED COMPONENTS�CLADDING: <br /> 6.SIDING FASTENERS SHALL NOT �{N�T D`I�EL SIDING WHERE THE BOTTOM OF THE FLOORING IS OVER 18"ABOVE LOADS SHOWN HAVE NOT BEEN ADJUSTED FOR <br /> GROOVES IN THE FIELD OF THE PA � C'rSIDING THE GROUND. LOAD COMBINATIONS IN FBC SECTION 1605. <br /> GROOVES OCCUR AT CUT EDGES OF � P EL. <br /> 16.ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, EFFECTIVE WIND AREA,Ae=10 FT� <br /> -7.-STRUGTURES AREDESIGNED-FOR-LOGATIONS THAT-ARE-NOT RATED-FOR-GROUND-CONTACT ROOF-ZONE 1= 32.2.-51.1 PSF <br /> IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT BE ROOF-ZONE 2= 322,-88.9 PSF <br /> USED IN OTHER LOCATIONS. 17 NAIL IN ACCORDANCE WITH RECOMMENDED WOOD ROOF-ZONE 3= 32.2,-131.5 PSF <br /> FASTENING SCHEDULE PER TABLE 2304.9.1 OF THE WALL-ZONE 4=55.8,-60.5 PSF <br /> 8.IN ACCORDANCE WITH FBC 1609.12,STORAGE SHEDS NOT 2014 FBC. WALL-ZONE 5=55.8,-74.7 PSF <br /> DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA <br /> OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY 18. ALL EXTERIOR NAILS ARE TO BE ZINC COATED. 4.CONSTRUCTION TYPE: V-B <br /> WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS <br /> OF THE 2014 FBC. 19.STRUCTURES SHOULD HAVE 30 YEAR RATED FIBERGLASS/ <br /> ASPHALT SHINGLES OR 29 GA METAL ROOF PANELS. <br /> 9. IN ACCORDANCE WITH FBC 1008.1.1,BUILDINGS THAT ARE 400 <br /> SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN 20.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO <br /> CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES TO RESIST WIND LOADS. REFER TO THE MASTER <br /> ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH ANCHORING PLANS,SUBMITTED SEPARATELY,FOR <br /> REQUIREMENTS OF THE 2014 FBC. REQUIRED ANCHORING INFORMATION. <br /> p�OW nu�u�� <br /> ...,���°�J�E s°:'�-----: COTTAGE SHED--FLORIDA--WIND=160 MPH--FBC 2 4 <br /> � � <br /> �*; N0.7T209 •�;*� PROJECT NO: <br /> �. * _ SHEET NUMBER <br /> DATE: 06-05-2015 I <br /> ��!'• STATE KLN ��O�r���L <br /> O�•.+�` OF � DRAWN BY• <br /> J� CCC�����.��.�oR�OP��. �;� V <br /> /�i(.�i�.. O \ � � � CHECKED BY• KLN <br /> ' ` ,�������unnuup���G-�r'�� ���T�A�k'bc� iiY.i����e��r.,� rteVISION: SCALE:NONE <br />