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<br /> GENERAL NOTES AR�A�OF�AF'PROVAI, 6Td�P1P8 ��
<br /> ' I, THIS STRUGTURE WA5 DE5IGNED IN IN AGGORDANGE WITH TNE 2010 FLORIDA Bl11LDING GOpE,BUILDING(F,B,GJ I
<br /> 2. ALL MATERIALS AND LABOR 5HALL BE IN AGGORDANGE WITN THE ABOVE GODE AND ALL OTHER APPLIGABLE LOGAL GODES AT THE TIME OF MANUFAGTURE.
<br /> 3, WRITTEN DIMEN510N5 SHALL TAKE PREGEDENGE OVER SGALEp DIMENSIONS.
<br /> 4. THE FOUNDATION PLAN IS A SEPARATE 5ET OF PLAN5 FOR APPROVAL 6Y LOGAL MUNIGIPALITIE5.
<br /> 5. EXTERIOR DIMEN510N5 GAN VARY BETWEEN LIMITS SHOWN AT 2'O,G.BUT MEMBER SPAGING 5HA�L NOT EXGEEp LIMITS AS INDIGATED.
<br /> b. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED IN AGGORDANGE WITH AWPA USE GATEGORY UG4B(GROUND GONTAGT,HEAVY DUTY)� 5KID5
<br /> ;,` 7, ALL THE POLLOWING LUMBER SHALL BE PRE55URE TREATEp IN AGGORDANGE WITH AWPA USE GATEGORY UG3B(EXTERIOR ABOVE GROUND,UNGOATED OR POOR
<br /> ,.i WATER RUNOFF)� FLOOR J015T5,PLYWOOD FLOOR DEGKING,AND EX7ERIOR RATED WOOD 5TRUGTURAL PANEL 51DING.
<br /> �� 8. LP TOPNOTGH 5UB-FLOORING 19/32"MAY BE USED IN LIEU OF PRE55URE TREATED PLYWOOp PLOORING,
<br /> - 9. P.T PLYWOOD FLOORING NOT REQUIRED WHERE THE BOTTOM OF THE FLOORING 15 OVER 18"ABOVE GROUND 5EGTION 2304.11.2.1 FBG 2010.
<br /> k." 10, ALL FASTENERS AND GONNEGTORS IN GONTAGT WITH PRE55URE TREATED WOOD SNALL BE HOT DIPPED GALVANIZED(GI85)OR STAINLE55 STEEL.
<br /> � II. ALL WINDOWS NIITHIN 24°OF DOORS,AND ALL GL.A55 IN DOORS SHALL BE SAFETY,TEMPERED,OR AGRYLIG PLASTIG SHEET.
<br /> s 12. FOR ROOFS WITH ASPHALT 5HIN6LE5 AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 5NALl.HAVE A DOUBLE UNDERLAYMENT APPLIGATION A5 RERUIRED IN
<br /> � AGGORDANGE WITH SEGTION 1501.2,8 OF THE 2010 F.B.G.
<br /> ji 13. UNDERLAYMENT SHALL GONFORM WITH SEGTION 150�.2.9(ASPHALT SHINGLES)AND 150�.4.5(METAL ROOF PANEL)OF THE 2010 F.B.G.
<br /> �' 14, ASPHALT SHINGLES SHALL GONFORM WITH SEGTION 1501,2.5 OF THE 2010 F.B.G.ATTAGHMENT OF ASPHALT SHINGLES SNAI.L GONFORM WITH ISOl,2.l OF THE 2010 �ic..���L2 _�Plan No.�G�_
<br /> � F.B.G. �vrc�ny .j�,�,�/
<br /> r:
<br /> R; 15. FASTENERS FOR ASPHALT SHINGLES SHALL GONFORM TO SEGTION 1501.2.b OF THE 2010 F.B.G. --.
<br /> �^� 16. TIE-DOWNS SNALL MEET THE REqUIREMENTS OF ALL APPLIGABLE GODES. P,Ieli�rA L.Bul(ock '
<br /> � Il. THESE PLANS HAVE NOT BEEN DE5IGNED FOR HVHZ REQUIREMENTS A5 5ET FORTH IN THE 2010 F.B.G.OR FOR U5E AS A GOMMERGIAL BUILDING, °�da�'��u�t��vinc�nmminc��7orld�Gt��.Rcek9msM�
<br /> ''' 18. THE GONTRAGTOR SHALL BE RE5PON51BLE FOR VERIFYING ALL EXISTING GONDITIONS.
<br /> " 19. THE GONTRAGTOR SHALL BE RESPON5IBLE FOR DELIVERY AND PLAGEMENT OF LAWN STORAGE UNIT TO INSURE THE INTEGRITY OF THE BUILDING AND IT5
<br /> i GOMPONENT PARTS.
<br /> '' 20.NO FIELD REVISIDNS TO ANY STRUGTURAL GOMPONENTS OR DEVIATIONS FROM THESE DRAWINGS SHALL BE MADE.
<br /> � 21. 7NE OWNER AND THE GONTRAGTOR SHALL HOLD HARMLE55 TNE ENGINEER FROM AND AGAINST ALL LIABILITY GLAIMS,pAMAGES,L055E5 AND EXPEN5E5
<br /> '� INGLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMI5510N5 IN THE PERFORMANGE OF THE WORK BY TNE GONTRAGTOR.
<br /> �� 22.SEGTIONS AND pETAILS ON THE DRAWINGS ARE INTENDEp TO BE TYPIGAL AND SHALL APPLY AT ALL 51MILAR LOGATIONS,UNLE55 OTHER SEGTIONS AND DETAILS
<br /> s; ARE SPEGIFIGALLY REFERENGED.
<br /> �q 23.REFER TO SUPPLIED FASTENING SGHEDULE FOR FA5TENING BASED ON GONNEGTION AND LOGATION OF MEMBERS AS PER 2010 FLORIDA BUILDING GODE TABLE
<br /> � 230q.9.1 UNLE55 NOTED OTHERWISE,
<br /> (� D 5 G ED FOR P SMART5IDE REGISION PANEL 51DING LP SMART5IDE PREGI510N LAP SIDING SHALL MOT BE USED.
<br /> 25.FASTENERS IN LP SMART5IDE PREGI510N PANEL SIDIkG MU5T NOT BE INSTALLED IN PANEL 51D G GROO S T
<br /> � PANEL SIDING GROOVES OGGUR AT GUT EDGES OF THE PANEL 51DIN6.
<br /> .�� 26.REFER TO THE IGG-ES EVALUATION REPORT E5R-1301 FOR ADDITIONAL DATA AND SPEGIFIGATIONS OF LP SMART5IDE PREGI510N PANEL 51DING.
<br /> 2l.MAX OPENINGS WIDTHS MUST GOMPLY WITH DE51GN RATI05 A5 PER AN51/AFdPA SDPWS-2008.BUILDING5 HAYE BEEN DE5IGNED TO HAVE ONLY OPENINGS WITH
<br /> � MAX WIATH5 EWUAL TO TH05E IN THE ENDWALL 5HEAR WALL GHART.
<br /> �t 28.AS PER SEGTION 553.11(10)(h1,FLORIDA STATUTES,STORAGE SHEDS THAT ARE NOT DE5IGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF'120
<br /> � SQUARE FEET OR LE55 ARE NOT REQUIRED TO GOMPLY WITH THE MANDATORY WIND-BORNE-DEBRIS-IMPAGT STANDARDS OF THE FLORIDA BUILDING GODE.IN
<br /> � ADDITION,SUGN BUILDINGS THAT ARE 400 SQUARE FEET OR LE55 AND THAT ARE INTENDED FOR USE IN GONJUNGTION WITH ONE-AND-TWO-FAMILY RESIAENGES ARE
<br /> ;� NOT SUBJEGT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FLORIDA BUILDIN6 GODE.
<br /> 2Q.BUILDINGS HAVE BEEN DE5IGNED TO HAVE ANGHORS DIREGTLY ATTAGHED TO ALL FOUR GORNERS OF THE BUILDING TO RE515T TENSION FORGES FROM LATERAL
<br /> '� WIND LOADS,THIS DE516N GONSIpERATION MUST BE MAAE BY INSTALLER WHEN ATTAGHING ANGHORING SYSTEM TO BUILDING.
<br /> �� 30.UNLE55 NOTED OTNERWISE,ATTAGH ALL MANUFAGTURED PRODUGTS IN AGGORDANGE WITH MANUFAGTURERS SPEGIFIGATION5,
<br /> ii SITE IN5TALLED ITEMS
<br /> • NOTE:
<br /> j� NOTE T}1AT 7HI5 LIST DOES NOT NEGE55ARILY LIMIT iHE ITEMS OF WORK AND
<br /> r; THIS BUILDING IS NOT DE5IGNED FOR HUMAN HABITATION AND DOES NOT MATERIALS THAT MAY BE REQUIRED FOR A CAMPLETE IN5TALLATION, ALL
<br /> � HAVE RUNNING WATER OR SANITATION SERYIGES,THI5 BUILDING 15 51iE RELATED ITEM5 ARE SUBJ�GT TO LOGAI.JURISDIGTIONAL APPROVAL.
<br /> �, DE5IGNED AS A UTILITY SHED TO STORE LAVP!EQUIPMENT SUGH AS
<br /> � WNEEL BARROWS,GARDENING SIJPPLIES,FLOWER POTS,AND �,7HE GOMPLETE FOUNDATION SUPPORT AND TIE-DOYA�5Y5TEM.
<br /> GARDBOARD BOXES WITH VARIOUS SMALL ITEMS. 2,RAMPS,STAIRS,AND GENERAL AGGE55 TO TNE BUILDING IF NEGE55ARY.
<br /> �i� 3.GUTIERS AND DOWN 5POUf5 ON ALL BUILDINGS WITH EAVES OF LE55 THAN
<br /> 6 INGHES HORIZONTAL PROJEGTION EXGEPf FOR GABLE END RAKES.
<br /> +�, �������t����������� REV BY DATE DESGRIP710N
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<br /> ��' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINCZ.,� �;�q�l � � D GUST OF'160 MPH.
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<br /> � tI�IC��'id�S �. DIXON, f�.�, w��rbeR�iN��o�ra��.� �ui�cin��� �*; •*_ oA�, ����n2 SHEET
<br /> �. LOF7ED BARN Vi00D SHED PLAN W/51DE PORGH ; _'j�J,�2�.��"'&" DRl�NU�7 BY� JDA
<br /> Al.0 30b9� MSd 19034 K5p 21198 DIXON ENGINEERING,ING. ibo y�,lgRppK RQqp �-p; Q� /�
<br /> ' 5Gp 275�12 NGb 035q85 6Ap 034311 S1RIX1lFEA1 ENGIl�WNG Ai�It1�fiGTIpN-CAA 8195 HIGKORY�KY A�051 :��, ST T E O F :u/� Lf�GKED BY� TAD (I r�
<br /> ' WJp 011936 TX�104353 MDN qpq05 10410 MNIN 51REET 866-91�-6440 :O'.,� ,���. r
<br /> � PAN 01900q VAM 045593 1Fi0NOTO5A55A,FL 33592 '� SGALE� AS NOTED
<br /> TNu 112761 Flu 34222 VOIGE�013-9B2-qB85 FAX�813-9822306 NOTE� ���i`cSj�"�"���C���`�� WA.NO� 526-014 3 OF Il
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