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<br /> GENER?�L NOTES AR�L� FOR �PPROv�4L gTAMPS
<br /> I, TH15 5TRUGTUtZE WA5 DE5IGNED IN IN AGGORDANGE WITH THE 2010 FLORIDA HUILDING GODE,BUILDING (F.B.GJ
<br /> 2. ALL MAT=RIALS AND LABOR SHALL BE IN AGGORDANGE WITH THE ABOVE GODE AND ALL OTHER APPLIGABLE LOGAL GODES AT 7�fE TIME OF
<br /> MANUFAGTllRE.
<br /> 3. WRIT7EN DIMENSIOivS SHALL TAKE ?REGEDENGE OVER SGALED �IMENSIONS
<br /> z. THE FOUNDATION P=AN IS A SEPAf2ATE 5ET OF PLAN5 FOR ,4PPROVAL SY LOGftL MUNIGIPALI'IES.
<br /> 5. EXTERIOR D;MEN510N� GAN VARY BETWEEN LIMITS SHOWN AT 2' O.G. SUT MEMBER SPAGING SNALL UOT EXGEED LIMITS A5 INDIGATED.
<br /> �� b. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED IN AGGORDANGE WITH AWPA U5E GATEGORY UG4B (6ROUND GONTAGT,HEAVY DUTY): 5KID5
<br /> „ l. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED IN AGGORDANGE WITH AWPA U5E GATEGOfZY UG3B (EXTERIOR ABOVE GROUND,UNGOATED OR
<br /> � POOR NlATEf? RUNOFF); FLODR J015T5,PLYWOOD FLOOR DEGKING, AND EXTERIOR RATED WOOD STRUGTURAL PANEL SIDING, ANY 5TRUGTURAL WOOD
<br /> �' ABOVE 8" =ROM 6F20UND ELEVATION NEED NOT BE REQUIRED TO BE PRE55URE TREATED.
<br /> ,°'�-� 8. ALL FASTENERS ftND GDNNEGTORS IN GON7AGT WITH PRE55U4E TREATED WOOD SHALL BE HOT DIPPED GALVANIZED (GIb5) OR STAINLE55 STEEL. �
<br /> ��� 9. ALL WINDOWS WITHIN 24° OF DOORS,14ND ltLL GLA55 IN DO�RS SHALL BE SAFETY,TEMPERED,OR AGRYLIG PLASTIG SHEET. '
<br /> � ID FOR RDOFS WITH ASPHALT SHINGLES AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 SHALL NAVE A DOUBLE UNDERLAYMENT APPLIGATIOh A5 REQUIRED Ih �
<br /> ?' AGGORDANGE WITH SEGTION 150"f.2,8 OF THE 2010 F,9,G.
<br /> e; II. UNUERLAYMENT SHALL GONFORM WITH SEGTION 1501.2,3 OF THE 2010 F.9.G. 1
<br /> 12. ASPHALT 5HIN6LE5 SHALL GONFORM WITH SEGTION 1501.2.5 OF THE 2010 F.9,G. ATTAGHMENT OF ASPHALT SNIN6LE5 SHALL GONFORM WITH 1507.2.1 OF '!Zy.��y
<br /> -- ---._,.�.M.«_ S-3 t ,.a�
<br /> � THE 2010 F.B.G � ,. 1-; >�;c;�hu., �'
<br /> 13. FASTENERS =0� ASPHALT SHINGLES SHALL GONFORM TO SEGTION 1501.2.b OF THE 2010 F.B.G. ' -- -�;-���;�:Y:�'�.��'�!"`°°-`-
<br /> �iFti..?�`i= ^""�....-+.._.'".��,,,.-...._,..
<br /> � {4. TIE-DOWNS SHALL MEET THE REQUIi2EMENTS OF ALL APPLIGABLE GODES. �s�;;3�:�
<br /> ;
<br /> 15. THESE PLANS HAVE NOT BEEN Dc516NED FOR HVHZ REQUIREMENTS A5 SET FORTH IN THE 2010 �.B.G OR FOR U5E A5 A GOMMERGI.4L BUIL�IN6. "' �''`'��j• �'1+•.t r,v;,_,,,��;.�r_,3(��.,���wk��e ��;
<br /> �:, 16. THE GONTRAGTOR SHALL BE RE5PON51BLE FOR VERIFYING ALL EXISTING GONDITIONS.
<br /> b; Il THE GONTRAGTOR SHALL SE RE5PON51BLE FOR DELIVERY AND °LAGEMENT OF LAWN STORAGE UNIT TO INSURE THE INTEGRITY OF THE BUILDING AND ITS
<br /> € GOMPONENTPARTS
<br /> i
<br /> � IB NO FIELD f2EVI510N5 TO ANY STRUGTURAL GOMPONENTS OR DEVIATIDNS PROM THESE DRAWIN65 SHALL BE MADE. �
<br /> '��,' (9. THE OWNER AND THE GONTRAGTOR SHALL HOLD HARMLE55 THE ENGINEER FROM AND AGAINST ALL LIABILITY GLAIMS,DAMAGES, L055E5 AND EXPEh5E5 �
<br /> ' INGLUDING LE6AL F�ES ARISING- OUT OP OR RESULTIN6 FROM ERRORS OR OMl5510N5 IN THE PERFOiZMANGE OF THE WORK BY THE GONTRRGTOR.
<br /> ;s 20.SEGTIONS AND DE7AI�5 ON THE DRAWINGS P�RE INTENDED TO BE TYPIGAL AND SHALL APPLY AT ALL SIMILAR LOGATiDNS,UNLE55 OTHER SEGTIDWS AND ���€
<br /> DETAILS Ai2E SPEGIFIGALLY REFEiZENGED u/��`y�,
<br /> � 21. REFER TO SUPPLIED FASTENING SGHEDULE FOR FASTENIN6 SASED ON GONNEGTION AND LOGATION OF MEMHERS AS PER 2010 FLORIDA BUILDING GODE �'if t-"fj.�"}'
<br /> TABLE 2304.9.1 UNLE55 NOTED OTHERWISE. ��"'F� `
<br /> i. 22.BUILDINGS HAVE BEEN Dc516NED FOR LP 5MAi2T51DE PREGISION °ANEL SIDING,.LP SMART5IDE PREGISIDN LAP 51DING 5HALL NOT BE USED, i•� �.!!'�/�$,��
<br /> ' 23. FASTENERS IN LP SMART517E PREGISION PANEL SIDIN6 MUST NOT BE INS�ALLED IN pANEL SIDIN6 6RODVES IN THE PIELD OF TFiE PANEL SIDIN6 OR WHEN
<br /> � THE PftNEL 51f?ING GROOV�S OGGUf2 aT GUT ED6E5 OF THE PftNE� SID`.NG.
<br /> = 24.REFER TO THE IGG-ES cVA�UATiON REPORT=5�-1301 FOR ADDITIONAL DATA AND SPEGiF1GATfONS OF LP SMART5IDE PREGISION FANEL SIDIN6.
<br /> � 25. MAX OPPNINGS WIDTHS MUS�G�MPLY WITH DE51GN RATIOS AS PER P�NSf/AF&PA SDPWS-2G08. BUILDINGS NAVE BEEN DE51G-NED TO HAVE OP�NINGS 1N
<br /> '' ENDWALLS WIFH MAX OPENING WIDTHS EQUAL TO tH05E iN THE END!^IALL SHEAR WALL GHART,
<br /> _� i 26 AS FER SEGTiON 553."i'i(10){h), FLORIDA 5`ATUTES,STORA6E SHEDS THAT ARE NOT DESI6NED FOR HUMAN HABITATION AhP THAT HAVE A F'OOR AREA
<br /> OF �20 SQUARE f=EET OR LE55 ARE NOT REQUIR�D TO GOMPLY WITH THE MANDATORY WIND-BORNE-PEBRiS-IMPAGT STANDARDS OF TNE F�ORIDA
<br /> e z BUILDING GODE, 1N ADDITION,SUGH BUILDINGS THAT ARE 400 SQUARE FEET OF2 LE55 AND THAT AR� INTENDED FOR USE IN GONJU1vGTION lNITH
<br /> :E � ONE-AND-TWO-FAMILY RESIDENGES ARE NOT SUBJEGT T� THE DOOR NEIGHT AND WIDTH RE�UIREMENTS OF THE FLORIDA SUILDIN6 GODE.
<br /> ;; ; 2� 6UILD!NGS HAVE BEEN DE516NED 70 HAVE f,NGHORS DIREGTLY ATTAGHED TO ALL FOUR GORNERS OF THc BUILDING TO RE515T TENSION FCRGES FROM
<br /> LATERAL WIND L�ADS. TNIS DE516N GONSIDERATION MUST SE MADE 8Y INSTALLER WHEN ATTAGHIP;� P.NGHORING SYSTEN TO BUfLDIN6
<br /> , 28 UNLE55 NOTED OTHERWISE,ATTAGH ALL NANU=AGTURED PRODUGTS IN AGGORDANGE 1^lITN MANUPAGTURERS SPEGIFIGATIONS.
<br /> ,;:
<br /> ° 5`TE INSTAL��D ITEMS OGGUPANGY NOT�: i
<br /> �
<br /> � NDTE TNAT TNIS LIST DOES t�OT NE�ESSARILY LIhSiT THE ITEM5 OF i�;JkK AND TH15 BUILDING 15�OT DE51GP1ED FD�c NUMAN HAH:Tk7iOt�kN�DOES NOT NAVE RUtJNli7G �
<br /> �� MATERIr'�L5 THAT MAY SE REGaIJiRED FGR A GQMPLETE INSTALLA-lON. AS..L YrA'f'cR OR SANITATIDN SERVIGES,TNIS Bl;(i.RiN6 15 DESIGN°D A5 AN AGC,E550RY
<br /> ;" 51 T�RELATED ITEMS ARE�iBJEGT TO LOGAL.AJRISDIGTIOiJA�APP?D�JAL. LAV�llV 570RAGE 54ED 70 STORE LAtNN E;UI?MEN7 SUC.H AS WHEEL HARROtNj,
<br /> - GARDENING^5liPP�1E5,FLOY�ER POTS,AND GAt2D80Al2D 60XE5 iRi i H VARIO(i5 SMALL
<br /> I.THE CAMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. ITEM5. ;
<br /> = 2.RAMPS,STAIRS,AND G°_NERAL.AGGE55 TG THE HUILDItiG IF NEGESSAS2Y. �����t'�,,i j?.c,;.J( i
<br /> 3 GUTTERS AND DOWNS?DUTS 01d ALL BU3LDINGS WITH EAVES OF LE55 iNAk .��q•�,�eF ;. ::t;; �;r
<br /> - b INGH�S F�RIZONTAL PROJEGTION EXGEPI"POR GABLE END RAK=S. `;;.��";�,„°c;T�f;;aT..`--�-��, REy BY DATE DESGRIP`ION
<br /> THESE ?LAAf5 YYER� U:5:6rIE'J (h AGGORD,4NGE WITH THE 201rJ FLORIDA BUILDlNG GO^✓F, 3UI�Df3`v�'�R;�4.,jJ�l,F:� 5E'Gt?NL7 GUST OF 140 M.P.H.
<br /> ` �ENN�Tt B�31LD;NC� SYST�MS ':. ,ti DA"E"W�.�� �o3�aa�!2 �,
<br /> ` T�GM�,v �. LI>CO94! i=.E. =�.�. . ,,-�.,_.._._�___�_�� �;�r ,
<br /> ? r END GA9LE SH°D Pi.,4N5
<br /> • fdA.`��� �::"`�., DRAI^ItvBYa GEH
<br /> _ qi 4 30b37 M51�f4034 K5w 21196 DiXON ENGINE�RING, ING. �. �55 JoINER FtoA� . �y� �✓�� ,�'" � , i
<br /> ` SG'2?592 tJGa 035985 GA�G34311 5"RDGTI,RA!5�61h'�RIN6 AtiD!if�!'EGTIG4-COk 8195 �N*tILLE,GA 31089 -`�;°�-a;;==='�°v"'-''- ' � G�GKFD BY: TAD �e�
<br /> PEIG�E I-418-552-�Ill ': �^ s'�' ' t'�,�.'J �V� ��1P i
<br /> �' 4^N#07;93b 7X�104353 MDx 4Cx?OS 10410 MAiy 5'TR=ET '��.`= `.'.'��<"`. . 1 � SGALE: A5 NGTED
<br /> , PA�O190�VA�G4r�q3 7N.ON07GS,ASSP.,FL 33592 '_;; � ,
<br /> ' ' TN�i(2"tbl FL�3422? VDIGE:813-962-9985 FAX�b13-4�2-2�08 C��NERA�L NOTE� - : ���"_` W.D.NO: 530-018 3 OF 1=i
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