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� � � � -� '� , � -< � C� Q 33� ., - ITI � c�' V � � � � m WEATHER KING PORTABLE BUILDINGS , �:, 760 WESTBROOK ROAD g HICKORY, KY 42051 . , � GENERAL NOTES: � DESIGN CRITERIA. ITEMS BY OTHERS: 1.STRUCTURE HAS BEEN DE NED IN A DANCE WITH 10.WOOD FRAMING SHALL COMPLY WITH THE NATIONAL 1.DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAY BE SUPPLIED AND THE 2D14 FLORIDA BUILDIN DE(FB FOREST PRODUCTS ASSOCIATION(NFPA)"NATIONAL THE FLORIDA BUILDING CODE,2014. INSTALLED BY OTHERS. THESE ITEMS MAY BE ' DESIGN SPECIFICATION FOR WOOD CONSTRUCTION",2012. OCCUPANCY CATEGORY I SUBJECT TO LOCAL JURISDICTION APPROVAL. 2.ALL MATERIALS AND CON UCTION L BE IN ' WEATHER KING PORTABLE BUILDINGS IS NOT ACCORDANCE WITH THE �E CODES A THE TIME OF 11 ALL ROOF DECKING IS TO BE%6"O.S.B. 2.LIVE LOADS: RESPONSIBLE FOR THESE ITEMS. MANUFACTURE. FLOOR:40PSF 12.ALL SIDING IS TO BE TREATED T1-11,LP SMARTSIDE LOFT:10 PSF 1 THE FOUNDATION TIE-DOWN SYSTEM 3.DRAWINGS SHALL NOT B CALED FOR DIMENSIONS. PANEL,OR 29 GA.METAL SIDING. ROOF•20 PSF 2.RAMPS,STAIRS,AND GENERAL ACCESS 4.STRUCTURES ARE CLAS FIED AS"MINOR STORAGE 13,ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED 3.WIND LOADS ARE BASED ON THE FOLLOWING: FACILITIES"(OCCUPANCY 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 1609C) 14.ALL WOOD FRAMING IS TO BE TO BE SPF#2 OR BETTER, Vult=160 MPH 5.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A UNLESS NOTED OTHERWISE. RISK CATEGORY I 3 SECOND 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 5/"TREATED PLYWOOD. INTERNAL PRESSURE COEFFICIENT UN-TREATED T&G PLYWOOD FLOORING MAY BE USED GCpi=t0.18 6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING WHERE THE BOTTOM OF THE FLOORING IS OVER 18"ABOVE COMPONENTS 8 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 4x6 PRESSURE TREATED, 7 STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT RATED FOR GROUND CONTACT EFFECTIVE WIND AREA,Ae=10 FT' IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT BE ROOF-ZONE 1= 32.2,-51 1 PSF USED IN OTHER LOCATIONS. 17 NAIL IN ACCORDANCE WITH RECOMMENDED WOOD ROOF-ZONE 2= 32.2,-88.9 PSF FASTENING SCHEDULE PER TABLE 2304.9.1 OF THE ROOF-ZONE 3= 32.2,-131.5 PSF 8.IN ACCORDANCE WITH FBC 1609.12,STORAGE SHEDS NOT 2014 FBC. WALL-ZONE 4=55.8,-60.5 PSF DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA � WALL-ZONE 5=55.8,-74.7 PSF OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY 18, ALL EXTERIOR NAILS lkR� 9"�- �. N,�COATED. WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS `� ��+ 4.CONSTRUCTION TYPE: V-B OF THE 2014 FBC. 19.STRUCTURES-SHOUL A�3 Rk�2ATED FIBERGLASS/ ASPHALT SHINGLES 0�9 C�,A M�A�OOF PANELS. 9. IN ACCORDANCE WITH FBC 1008.1.1,BUILDINGS THAT ARE 400 N � �+ U SQUARE FEET OR LESS THAT ARE INTENDED FOR USE IN 20.ALL BUILDINGS ARE"f91BE�D- U�LY ANCHORED TO CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES TO RESIST WIND LOP�S. F O�iE MASTER ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH ANCHORING PLANS,S�B�� S RATELY,FOR REQUIREMENTS OF THE 2014 FBC. REQUIRED ANCHORI IrT�FO T��. ��,"r yb c-�� h � ,,`��aa�winnu��' p n 1� = � ..��J�E s°�---., LOFTED BARN-� � ��RIDA--WIND=160 MPH--FBC 2014 . � � . � � �*; N0.77209 •;*% b � PROJECT N0: _ : * _ � � � SHEET NUMBER STATE oArE: 06-05-2015 '�O��•,� OF Q.� � ",�+ �$ j� DRAWN BY' KLN � � � II ��0 O. • ,,�, `f ; ��■ �� 1� � � CHECKED BY' KLN S 0 LB FL � p�� • �� r� S ■ k6 � . ��nmwnaa� ~P1�.d�TFi1�kZ6:� Bt�#E4aI�I�'i�#3F� RevISION: SCALE:NONE qi �� G'J�-/