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GENERAL NOTES A��,Q P8�2 API��6YAL °�TAMP�_ <br /> I. THIS STRUGTURE WA5 DE5IGNED IN IN AGGORDANGE WITH THE 2014 FLORIDA BUILDIN6 GODE,BUILDING(F,B,G,) <br /> 2. ALL MATERIALS AND LABOR SHALL BE IN AGGORDANGE WITH THE ABOVE GODE AND ALL OTHER APPLIGABLE LOGAL GODES AT THE TIME OF MANUFAGTURE, ��� <br /> 3 WRITTEN DIMENSIONS SHALL TAKE PREGEDENGE OVER SGALED DiMEN510N5. <br /> 4. THE FOUNDATION PLAN IS A SEPARATE 5ET OP PLANS�OR APPROVAL 8Y LOGAL MUNIGIPALITIES. `������y��➢9 <br /> 5. EXTERIOR DIMEN510N5 GAN VARY bETWEEN LIMITS SHOWN AT 2''O.G.BUT MEMBER SPAGING SHALL NOT EXGEED IIMITS AS INDIGATED. �y�pnp��e���� <br /> �y b. ALL THE'FOLLOWING LUM6ER SHALL BE Pf2E55URE TREATED IN AGGORDANGE WITH AWPA U5E GATEGORY UG4B(GROUND GONTAGT,HEAVY DUTY):SKIDS h�m����d <br /> l hLL THE FOLLOWIN6 LUMBER SHALL BE PRE55URE TREATED IN AGGORDANGE WITH AWPA USE GATEGORY UG36(EXTERIOR ABOVE GROUND,UNGOA7ED OR POOR <br /> � WATER RUNOFF): FLOOR JOISTS,.PLYWOOD FLOOR DEGKING,AND EXTERIOR RATED WOOD 5Tf2UGTURAL PANEL SIDING. <br /> � b. LP TOPNOTGH SUB-FLOORING 19/32'MAY 6E USED IN LIEU OF PRESSURE TREATED PLYWOOD FLOORING. <br /> 9. PT PLYWDOD FLOORING NOT F2EQUIRED WHERE THE BOTTOM OF THE FLOORING 15 OVER 18°A80VE GROUND SEGTION 2304.11.2.1 FBG 2014 <br /> � 10. ALL FASTENERS AND GONNEGTORS IN GONTAGT WITH PRESSURE TREATED WOOD SHAL�BE HOT DIPPED 6ALVANIZED(6185)OR STP�INLE55 STEEL. <br /> II. ALL WINDOWS WITHIN 24°OF DOORS,AND ALL GLA55 IN DDORS SHALL BE SAFETY,TEMPERED,OR AGRYLIG PLASTIG SHEET <br /> � 12 FOR ROOFS WITH ASPHALT SHINGLES AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 SHP;LL HAVE A DOUBLE UNOERLAYMENT APPLIGATION AS REQUIRED IN .�\� <br /> R AGGORDANGE WITN SEGTION ISOl.2$OF THE 2014 F.B.G. <br /> �• 13. UNDERLAYMENT SHALL GONFORM WITH SEGTIDN 1507.�.3(ASPHALT SHIN6LE5)AND ISOl.4.5(METAL ROOF PANEL)OF THE 2014 F,B.G �v� ��,;� � <br /> � 14 ASPFIALT SHINGLES SHALL GONFORM WITH SEGTION 150�,2.5 OF THE 2014 P.B.G.ATTAGHMENT OF ASPHALT SHINGLES SHALL GONFORM WITH I50'1.2.7 OF THE 2014 F.�.G `,� Gn�, <br /> I5. FASTENERS FOR ASPHALT SHINGLES SHALL GONFORM TO SEG710N ISOl.2.b OF THE 2014 F.B.G. <br /> � 16. TIE-DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLIGABLE GODES. � <br /> Il. THESE PLANS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS AS SET FORTN IN THE 2014 F.B.G OR FOR U5E AS A GOMMERGIAL BUILDING �o' ��' <br /> � 18. THE GONTRAGTOR SHALL 8E RESPONSIBLE FOR VERIFYING ALL EXISTIN6 GONDITIDNS. <br /> �� Iq. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR DELIVERY AND PLAGEMENT OF LAWN STORAGE UNIT TO INSURE 1HE INTEGRITY OF THE BUILDING AND 1T5 GOMPONENT ��� �4�d� <br /> PARTS. ,� �` <br /> 20 NO FIELD REVISIONS TO ANY STRUGTURAL GOMPONENTS OR DEVIATIDNS FROM THESE DRAWINGS SHALL BE MADE. <br /> � 21, THE OWNER AND THE GONTRAGTOR SHALL HOLD HARMLE55 THE ENGINEER FROM AND AGAINST ALL LlA81LITY GLAIMS,DAMA6E5,LOSSES AND EXPENSES INGLUDING �{� ,° <br /> g LEGAL FEES ARISING OUT OF OR RESULTtNG FROM ERRORS OR OMISSION5 IN THE PERFORMANGE OF THE WO,RK BY THE GONTRAGTOR. � <br /> $ 22.SEGTIDNS AND DETAILS ON THE DRAWINGS ARE INTENDED TO BE TYPIGAL AND SHALL APPIY AT ALL 51MILAR LOGATIONS,UNLE55 OTHER'SEGTIONS AND DETAILS ARE. � �� �` <br /> SPEGIFIGALLY REFERENGED. D �W <br /> � 29.REFER TO SUPPLIED FASTENING SGHEDllLE FOR FASTENING BASED ON GONNEGTION AND LOGATION OF MEMBERS AS PER 2014 FLORIDA BUILDING GODE TABLE�304�1.1 � a° 3� <br /> UNLE55 NOTED OTHERWISE. � ��� <br /> 24 BUILDINGS HAVE BEEN DE5IGNED FOR LP SMARTSIDE PREGISIDN PANEL SIDING,LP SMART5IDE PREGISION LAP SIDING SHALL NOT 8E USED <br /> �, 2,5 FASTENERS IN LP SMART5IDE PREGI510N PANEL 51DING MUST NOT BE INSTALLED IN PANEL SIDIN6 GRODYES IN THE FIELD OF THE PANEL SIDING OR WHEN THE PANEL <br /> � [J� 51DING GROOV IDING <br /> 26 REPER TO TH FLORIDA PRODUGT APPROVAL aqiq0.b F R ADDITIONAL DATA AND.SPEGIFIGATIONS OF LP SMART5IDE PREGIZION PANEL SIDING <br /> � 2"I MA)C OPENING WIDTH M ST OMPL TH E G R 05 AS PER AN51/AFdPA 5DPW5-2008 BUILDIN65 HAVE BEEN DE5IGNED TO HAVE ONLY OPENINGS WITH MAX <br /> WIDTHS EC3UAL I E LL SHEAf2 WALL GHART. <br /> 28.PER SEGTION 160q.1,2 OF FBG,STORAGE SHEDS THAT ARE NOT DE5IGNED FOR HUMAN HABITATION AND THA7 HAVE A FLOOR Af2EA OF 120 SQUARE FEET OR LE55 ARE <br /> � NOT REQUIRED TO GOMPLY WITH THE MANDATORY WIND-BORNE-DEBRIS-IMPAGT STANDARDS OF THE FLORIDA BUILDING GODE. <br /> � 29. BUILDINGS TFIAT ARE 400 SQUARE FEET OR LE55 AND THAT ARE INTENDED FOR USE IN GONJUNGTION WITH ONE-AND-TWD-FAMILY RESIDENGES ARE NOT SUBJ�G7 TO <br /> THE DOOR HEIGHT AND WIDTH REQUIREMENT5 OF THE FLORIDA BUILDIN6 GODE PER 1008.1.1 EXGEP710N 8 <br /> � 30 BUILDIN65 HAVE BEEN DESIGNED TO HAV.E ANGHORS DIREGTLY ATTAGHEA TO ALL FOUR GORNERS OF THE BUILDING TO RE515T TENSION FORGES FROM LATERAL WIND <br /> LOADS.7HI5 DE51GN GONSIDERATION MUS'f BE MADE BY INSTALLER WHEN AT7AGHING ANGHORING 5Y5TEM TO BUILDING. <br /> � 31. UNLE55 NOTED OTHERWISE,ATTAGH ALL MANUFAGTURED PRODUGTS IN AGGORDANGE WITH MANUFAGTURERS SPEGIFIGATIONS. <br /> � <br /> � SITE INSTALLED ITEMS OGGUPANGY NOTE: <br /> eNOTE THAT 1HI5 LIST DOES NOT NEGESSARILY LIMI7 THE I7EM5 OF{^bRK AND THIS BUILDING IS NOT DESIGNED FOR HUMAN Wi6iTATION AND DOES NOi HAVE RUNNIN6 <br /> � MA7ERIALS 7IiAT MAY BE REG2UIRED FOR A GOMPLETE INSTALLATION. ALL WHTER OR SANITATION 5ERVIGES.THIS BUILDING IS DESIGNED AS AN AGGESSORY <br /> SITE RELATED ITEMS ARE SUBJEGT TO LOGAL.URISDIGTIONAL APPROVAL. LANBJ STORAGE SHED TO STORE LA{NN EQUIPMENT SUGH AS WHEEL BARROhS, <br /> � GARDENI�SUPPLIES,FLOWER POTS,AND GARD00ARD 80XE5 WITH VARIOUS SMALL <br /> I.THE GOMPLETE FOUNDATION SUPPORT AND TIE-DOV81 5Y5TEM. ITEMS. <br /> '� 2.RAMPS,STAIRS,AND GENERAL AGGE55 TO THE 6UILDING IF NEGESSARY. <br /> " 3.GUTTERS AND DONW SPOUTS oN ALL BUILDINGS WITH EAVES oF LE55 TfiAN I JDA OU21/I5 REVISED PER CAMMENTS <br /> .E 6 INGHES HORI20NTAL PRO.IEGTION F�(GEPT FOR GABLE END RAKES. ��o'�je�������s� REV BY DATE DESGRIPTION <br /> � <br /> � THESE PLANS V�RE D�51GNE0 IN AGGORDANGE WITH THE 2014 FLORIDA BUILDING GODE,BUILDING FOF�`° J°IJ�B� �� U5T OF 140 M.P.H. <br /> � <br /> '�!��f�f�� �. �f X�i�l, �.�. BEPINETT �UI4.DINFa �Y�T�I`9°� d�.; � DATE, ���,n� <br /> END GABLE SHED PLANS % , ��I:�� 5HEET <br /> � ALp 30631 MSA 19034 KSp 21198 DIXON ENGINEERING,ING. Ibbo vlxoN AIRLINE ROAD � * DRAWN BY� GNO <br /> �' SG�27592 NGa 035qB5 6Ad 0343�1 STRUGTU2AL B!u tIt�ERiiN6 pNp II�PEGTION-CqA BI95 Al,r-IYTA,GA 90906 +ro' • _ ��� <br /> �� ER �7>O� .�-g�'.;��� LHEGKED BY: TAD <br /> � NN�011q96 TX8 I04353 MDp 40q05 IOAIO MAIN 57REET PHONE�1-478-552-�I"I1 <br /> PA�07900q VA�0455q3 i}IDtd�TDS?55A,R 335q2 e� '� Q R ' , SGALE� A5 NOTED � <br /> � T N�1 1 2 1 6 1 F L�3 4 2 2 2 V D IGE:813-q82-9885 FAX:813-q82-2306 C�E NE��L,NOT�� �e� ��� e�e� W.O NO� 530-021 3 OF 21 <br /> d�eenno <br />