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WEATHER KIRIG PORTABLE BUILDINGS . 760 WESTBROOK ROAD , HICKORY, KY 42051 GENERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS: 1 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.WOOD FRAMING SHALL COMPLY WITH THE NATIONAL 'I DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAY BE SUPPLIED AND THE 2014 FLORIDA BUILDING CODE(FBC). 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 CONSTRUCTION SHALL BE IN WEATHER KING PORTABLE BUILDINGS IS NOT ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF 11 ALL ROOF DECKING IS TO BE�/s'O.S.B. 2.LIVE LOADS: RESPONSIBL ,FOR THESE ITEMS. MANUFACTURE. FLOOR:40 PSF 12.ALL SIDING IS TO BE TREATED T1-11,LP SMARTSIDE LOFT:10 PSF 1.THE F ATION TIE-D�N SYSTEM 3.DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. PANEL,OR 29 GA.METAL SIDING. ROOF:20 PSF "'� 2. ,STAIRS NE43A�ACCESS f 4.STRUCTURES ARE CLASSIFIED 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 CT E H�, � USED FOR HUMAN HABITATION. (2014 FBC FIGURE 1609C) � G��OG�� / 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 � O G' �G � i! 3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I . EXPOSURE CATEGORY C U Q�i`�� '� �t� STRUCTURES PER FIGURE 1609C OF THE 2014 FBC. 15.ALL FLOOR DECKING IS TO BE 5/"TREATED PLYWOOD. INTERNAL PRESSURE COEFFICIENT. � (� �V V Q,.� � �a � • `'1 UN-TREATED T&G PLYWOOD FLOORING MAY BE USED GCpi=t0.18 ��C, J �/-� � ��' ) 6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING WHERE THE BOTTOM OF THE FLOORING IS OVER 18"ABOVE COMPONENTS 8 CLADDING: 4 \�ppp�.. �� "" Q � y GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING THE GROUND. LOADS SHOWN HAVE NOT BEEN f��(c��j �� GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. LOAD COMBINATIONS IN FBC SE� ��'� � � 16.ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED, � ��Q �� t 7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT RATED FOR GROUND CONTACT EFFECTIVE WIND AREA,Ae=1� � � IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT 8E ROOF-ZONE 1=322,-51 1 PSF � � , r 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 '�, �� il 8.IN ACCORDANCE WITH FBC 1609.1.2,STORAGE SHEDS NOT 2014 FBC. WALL-ZONE 4=55.8,-60.5 PS , DESIGNED FOR HUMAN HABITATION WITH A FLOOR AREA WALL-ZONE 5=55.8,-74.7 PS . � ' Q OF 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY 18. ALL EXTERIOR NAILS ARE TO BE ZINC COATED. .� � �� \ � WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS 4.CONSTRUCTION TYPE:V-B �� OF THE 2014 FBC. 19.STRUCTURES SHOULD HAVE 30 YEAR RATED FIBERGLASS/ ^ ASPHALT SHINGLES OR 29 GA METAL ROOF PANELS. � ^_ � 9. IN ACCORDANCE WITH FBC 1008.1.1,BUICDINGSTHATARE 400 � � [[[K��'��. " 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 MASTER ARE NOT SUBJECT TO THE DOOR HEIGHT'AND WIDTH ANCHORING PLANS,SUBMITTED SEPARATELY,FOR -V ° REQUIREMENTS OF THE 2014 FBC. � REQUIRED ANCHORING INFORMATION. ��s� _p�- ' 4 \ �L � _ � ,,,`�p111111111// / .., -.. H F�C 2014 �� ....I� ��- -... __ --WIND=I�C��P __ �°� �'� LOFTED BARN FLORIDA . � � . �C;••v�GENS� a �*;� N0.77Z09 •;*i PROJECT NO: ` _ ; * SHEET NUMBER � DATE: 06-05-2015 � ��= STATE � )�y ;A OF p.. $ � Dw,wN sY: KLN � � � �I • ('i�� ••<O• ,,, ��t��r K�� CHECKED BY: KLN S 0 LB FL �; ,��iq�nmuu��aA�� I - ��s� ��I��I��rS- � rtenSioN: _ _. _ SCALE:NONE i G�� ,1 i i