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� <br /> WEATHER KlNG PORTABLE BUILDlNGS � <br /> 760 WESTBROOK ROAD <br /> NICK4RY, KY 4205'! <br /> �- <br /> GENERAI.NOTES: DESIGN CRITERIA; ITEMS BY OTHERS: <br /> 1.STRUCTURE HAS BEEN DESf6NE0 IN ACGdRDAtSCE Wi7N �0.WOOD FRAMIhl�SNAtI CQMPLY WITH THE NATIONAL 1.DESlGN LOADS ARE IN ACGORDANGE WITN TNE FOLLOW[NG ITEMS MAY BE SUPFLtED AND <br /> THE 2014 FLORIDA BUILDING CODE(FBC). FOREST PRODUC7S ASSOCIATtON(NFPA)"NATIONAL THE FLORIDA BUILDING CODE,2014. (NSTALLED 8Y OTHERS. THESE ITEMS MAY 8E i <br /> DESIGN SPEGFICATION FOR WOOD CONSTRUGTION",2012. OCCUPANCY CATEGORY I SUBJECT TO LOCAI.JURISDIC710N APPROVAL. <br /> 2.ALL MATERtALS AND GONSTRUCTION S!-lAt.�BElN WEATHER KING PORTABLE BUILDINGS IS NOT <br /> ACGORDAiSC�WITH 7HE ABOVE GODES AT THE T1ME OF 11.ALL ROOF DECKtNCo!S TO$H 7�s O.S.B. 2.L1VE�OADS: RESP6NStB�E F4R THESE lTEMS. <br /> MANUFACTURE. FLOOR:40 PSF <br /> 12.ALL SIDING IS TO BE TREA7ED T1-11,LP SMARTSIDE LOFT:10 PSF 1.THE FOUNDATION TIE-DOWN SYSTEM <br /> 3.DRAWtNGS SHALI NOT 8E SCALED FOR DIMENSlONS. PANEL,OR 29 GA.METAt SIpING. RQOF 20 PSF <br /> 2.RAtvSPS,STAIRS,AND GENERAC ACCESS <br /> 4.STRUC7URES ARE CLASSIFIED AS"MINOR STORAGE 13.ALL FLQOR JOISTS ARE 70 BE PRESSURE TREATED 3.WIND LOADS AftE BASEQ ON THE FOLLOWING: <br /> FACILITIES"(OCCUPANCY CATEGORY I)AND SHOULD NOT BE SYP#2,OR BETTHR. ULTIMATE pESIGN WIND SPBED: 3.ELECTRICAL SERVICE HOOKUP <br /> USED FOR HUMAN HABITRTION. (2014 F8C FIGURE 16Q9C) <br /> �^�, 14.ALL WOOD FRAMING t�f0 TO 6E SAF#2 pR SETTER, Vu(t=160 MPN <br /> 5.STRUCTURES ARE DESIGNED FOR LOCATIONS THAa,�w,PAF�A�y UNLESS NOTED OTH�I F�� RISK CATEGORY I <br /> 3 SECOND WINp GUST OF 160 MPH FOR RISK CAT2Gh� ic7 M `�' EXPOSURE CATEGORY C <br /> STRUC7URES PER FI�URE 1&03Q OF THE 2014 F8O�C � t5.ALL PLOOR DECKt�TQ�B F�TRF�ITED P�YWOOD, tNTERM1fAI PRESSURE C4EPFIClENT• <br /> UN-TREATED T8G' b QRtNG MAY BE USED GCp)=t0.18 <br /> 6.SIDING FASTENERS SHALL NOT BE INSTALLED IN�J��S� � WHERE THE BOT'B9M O�1-I�6 OORING IS OVER 18"ABQVE GOMPONENTS&CLADDING: <br /> GROOVES IN THE FIELp pF THE PANEL OR WHE D � THE GROUND. ��,�,,� +y � LOADS SHOWN HAVE NOT BEEN ADJUSTED FOR <br /> GRQOVES OCGUft AT CUT EDGES pF TNE SIDIRS � ��., �QAD CQMBINATfONS iN FBG SECTION 7605. <br /> '�2," � � �j 16.ALL SKtDS AR`€�B�C�SSURE TREATED, <br /> 7.STRUCTURES ARE DESIGNED FOR 40CATIONS HRO'�+ RATED FOR G Nd� T. EFFECTIVE WIND AREA,Ae=10 FT' <br /> IN FLOOD HAZARD AREAS. STRUCTURES SMO� �F ;T�. '`�; ROOF-ZONE 1= 322,-51.1 PSF <br /> USED IN OTHER�OCAT{ONS. � � � � 17.NAII!N ACC A REGOMMEN6ED W06D ROOF-ZONE 2= 322,-$$.9 PSF <br /> �-v Uj FASTENING E PER TABLE 2304.9.1 OF THE R6pF-ZONE 3= 322,-131.5 PSF <br /> B.IN ACCORDANGE WITH FBC 1609.12,STORAG�'FI�BjS OT� 2014 FBC. ^�. � WALL-ZONE Q=55.8,-60.5 PSF <br /> DESIGNED FOR HUMAN NABITATION WITH A�O �-gy,�F�� -� - �!�.� WALL-ZONE 5=55.8,-7A.7 PSF <br /> OF 72d SQUARE FEET QR�ESS ARE NOT RE ���T'+�§ �Y 1$.AL�EXT RIOR�ti 1'O SE ZtNG GOATED. <br /> WITH THE MANDATORY WINDBORNE DEBRI P SC� RdS �`�"' 4.CON3TRUCTI4N TYPE:V-8 <br /> OF THE 2014 FBC. "�1 � �j 'C' 19,STRU S� LD(NAVE 30 YEAR RATED FIBERGLASS/ <br /> 9. 1N ACC4RDANGE WITH FBC'tOQ8.1.1,BUIL� �t��00 ASPHA Q SAING� 01�29 GA META�ROOF PANELS. <br /> SQUARE FEET OR LESS THAT ARE INTEN,� 1� 20.ALL ILDINGS E�BE ADEQUATELY ANCHORED TO <br /> ARE NOT S 8J C�T TO THE DOO HEIGHTRN�� ��� ANC�ORING PLA�NS,SUBMITTED SEU ARATELY,FOR <br /> REQUIREMENTS OF THE 201A FBC. � t� REQUIRED ANCNORING INFORMATION. <br /> n <br /> °.,'""'�"N'""'� . LO�TED �ARN--�LORI�A--WIND=I�Q �PH--F�C 2Q14 <br /> . <br /> .�`J'�, ' 4 �'�i <br /> �.�.�.`,��EN��., �. <br /> �.,t;• No.77208 .';*� <br /> = :• * PROJECTNO: SHEETNUMBER <br /> on'rE: 06-05-20 t5 � <br /> STATE a� <br /> w�0•.'t`,��FpP: :y ��iM�� oRAWNev KLN � � � <br /> � � �� ������ ��� S � LB FL <br /> �j�""`' `��� �� CHECKED BY' !(� <br /> r,fl�+i���u�uM�t���, �{,d���i;�pia� �i,ilif3ia����3iJ� REVISION: SCALE:NONE <br /> G'J�"I <br /> i <br />