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r�' � 4 " ___-'____'_ __ '- ' _ ___ __- � WEATHER KING PORTABLE BUILDIIVC�S 76Q WESTBROOK ROAD HICKORY, KY 42051 � GI=NERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS: 1.STRUCTURE HAS BEEN DE516NED IN ACCORDANCE WITH 10,WOOD FRAMING 5HALL COMPLY WITH THE NATIONAL 1.DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAY BE SUPPLIED AND THE 2014 FLORIDA BUILDING CODE(FBC). FOREST PRODUCTS AS&OCIATION(NFPA)"NATIONAL THE FLORIDA BUILDING CODE,2014. INSTALLED BY OTHERS. THESE ITEMS MAY BE , DESION SPECIFICATION FOR WOOD CONSTRUCTION",2012, OCCUPANCY CATEGORY I SUBJECT TO LOCAL JURISDICTION APPROVAL. 2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN WEATHER KING PORTABLE BUILOINGS IS NOT ACCORDANCE WITH THE ABOVE CODES AT 7FIE TIME OF �1,pLL ROOF DECKING IS TO BE%s"O.S.B, 2.LIVE LOA�S: RESPONSIBLE FOR THESE ITEMS. MANUFACTURE. FLOOR:40 PSF 12.ALL SIDING IS TO BE TREATED T1-11,LP SMARTSIDE LOFT:10 PSF 1.THE FOUNDATION TIE•DOWN SYSTEM 3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. PANEL,OR 29 dA.METAL SIDING. ROOF:20 PSF 2.RAMPS,STAIRS,AND GENERAL ACCESS 4.STRUCTURES ARE GLASSIFIED AS"MINOR STORAGE 13.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED 3.WIND LOA�S ARE BASED ON THE FOLLOWING: FACILITIES"(DCCUPANCY CATEGORY I)AND SHOULD NOT BE SYP#2,OR BETTER, ULTIMATE DESIGN WIND SPEED: 3.ELECTRICAL SERVICE HOOKUP USED FOR HUMAN HABITATION, (2014 FBC FIGURE 1G09C) 14.ALL WOOD FRAMING IS TO BE TO BE SPF#2 OR BETTER, Vul[=160 MPH 5.STRUCTURES ARE DESIONED FOR LOCATIONS THAT HAVE A UNLESS NOTED OTHERWISE. RISK CATEGORY I 3 SECONO WIND GUST OF'160 MPH FOR RISK CATEGORY I EXPOSURE CATEGORY C STRUCTURES PER FIGURE 1609C OF THE 2014 FBC. 15.ALL FLOOR DECKING IS TO BE�"TREATED PLYWOOD. INTERNAL PRESSURE COEFFICIENT; UN-TREATED T&G PLYWOOD FLOORING MAY BE USED OCpI=t0.18 8.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING WHERE THE BOTTOM OF THE FLOORING IS OVER 18"ABOVE COMPONENTS&CLADDING: GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING THE GROUND. LOADS SHOWN HAVE NOT BEEN ADJUSTED FOR GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. LOAD COMBINATIONS IN FBC SECTION 1605. 16.ALL SKIDS ARE TO BE 4x8 PRESSURE TREATED, 7.STRUCTURES ARE DESIaNED FOR LOCATIONS 7HAT ARE NOT RATED FOR GROUND CONTACT EFFECTIVE WIND AREA,Ae=10 FT' IN FLODD HAZARD AREAS. STRUCTURES SHOULD NOT BE ROOF-ZONE 1= 322,-51.1 PSF USED IN OTHER LOCATIONS, 17,NAIL IN ACCORDANGE WITH RECOMMENDED WOOD ROOF-ZONE 2= 922,-88.9 PSF FASTENING SCHEDULE PER TABLE 2304.9.1 OF THE ROOF-ZONE 3=32.2,•131.6 PSF 8.IN ACCORDANCE W ITH FBC 1809.1.2,STORAGE SHE�S NOT 2014 FBC, WALL-ZONE 4=55.8,-60.6 PSF DESIGNED FOR HUMAN HA6ITATION WITH A FLOOR AREA WALL-ZONE 5=65.8,-74.7 PSF OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY 18, ALL EXTERIOR NAIL&ARE TO BE ZINC COATED. WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS 4.CANSTRUCTION NPE:V-B OF THE 2014 FBC, 19,STRUCTURES SHOULD HAVE 30 YEAR RATED FIBERGLASSI ASPHALT SHINGLES OR 2B GA METAL ROOF PANEIS. 9. IN ACCORDANCE WITH FBC 1008.1 1,BUILDINGS THAT ARE 400 S�UARE FEET OR LESS THAT ARE INTENDED FOR USE IN 20.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES TO RESIST WIND LOADS, REFER TO THE PAASTER ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH ANCHORING PLANS,SUBMITTED SEPARATELY,FOR REQUIREMENTS OP THE 2014 FBC. RE�UIRED ANCHORING INFORMATION. nZ��D • ��°°°'"""'`"'�""°�-� LO�TED �ARN °� RIDA WI -160 MPH FBC 2014 � JQ� O � � �a � �r� ;�� •�GEflI$�`�'• �it, P�TG �7 �� NO.TTZ09 � *G =�- � PROJECT N0: * ' �e �� + Z e Dn7e: SHEET NUMBER � 06-05-2015 �� `�:.�o�P.:�� F r� �� - � DRAWNBY: KLN S-O-LB-FL - ��• •�� 9"'� ,� CHECKED BY: KLN h��enihmnun�� OO ��w� �(,��,�� REVIsioN: SCALE:NONE �-Jf-1 �� c,Z�C� a '� ( � ��Q- � - - ------- -- - --- - - ------ 1 - - - --- l� - - - ------ -- - - - - - ---- � � �J