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GENERAL NOTES: <br />THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE <br />AND ALL 2009 SUPPLEMENTS <br />T.L. HANSON / ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL <br />ENGINEERING COMPANYt HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL <br />DESIGN OF THIS STRUCTURE <br />THE BUILDING ( INCLUDING ALL COMPONENTS AMC) CLADDINGS SHALL BE DESIGNED FOR THE <br />FOLLOWING SUPERIMPOSED LOADS <br />ROOFS <br />LIVE LOADS (TRUSS TOP CORD) - 20 F.S.F. <br />DEAD LOADS (TRUSS TOP CORD) - 10 P,S,F, <br />DEAD LOAD (TRUSS BOTTOM CORD) - 10 P,S,F, <br />ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P.B.F. <br />WIND DESIGN ASSUMPTIONS, <br />WIND SPEED 120 MPH <br />BUILDING EXPOSURE - B <br />BUILDING IMPORTANCE FACTOR • 1.0 <br />MEAN ROOF HEIGHT 30' OR LESS <br />HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT . 1,0 <br />PARTIALLY ENCLOSED BUILDING <br />INTERNAL PRF_SSURE COEFFICIENT ■ + / - 0.99 <br />COMPONETS 4 CLADDING PSF ROOF • 14,9/-90,1 WALL • 29.9/-34,1 <br />OVER HANG ■ -91.2 <br />CONSTRUCTION TYPE: V <br />SOIL BEARING t COMPACTION: <br />THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF <br />2000 P,S,F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER 18 RESPONSIBLE FOR VERIFYING <br />THAT THE SOIL ON THE SITE IS PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN <br />SUPPORT A 2000 P.S.P. FOUNDATION LOADING <br />T,L, 14ANSON 4 ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL <br />ENGINEERING COMPANY( DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE <br />CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING <br />T,L, WANSON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY <br />TO SUPPORT THE BUILDING LOADS <br />SECURE TRUSSES TC <br />WITH (1) SIMPSON Hiog <br />TRUSS PLAN <br />2X4 02 PINE F/c <br />21 OII <br />70, <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIER NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR MAY TO THE CONSTRUCTION <br />APPROVED PRODCUT LIST <br />STATE FL: <br />PRODCUT CATEGORY <br />SUB CATEGORY <br />MANUFACTURER <br />APPROVV AL <br />STRUCTURAL COMPONET <br />W14 <br />SIMPSON <br />FL 11418 <br />STRUCTURAL COMPONET <br />14UC210-2 <br />SIMPSON <br />FL 106M <br />ROOFING <br />METAL <br />UNION CORRIGATED IND <br />FL 6895.1 <br />WALL SIDING <br />WOOD 4XS <br />N/A <br />N/A <br />MASTER RIB METAL <br />2ro RIDGE CAP (TYP) <br />MASTER RIB METAL ROOFING 26 GA — l <br />1, 1 A 1 1 1� vI ■ l 11 14 A / -"l 11� #- <br />BUILDING CUT SECTION DETAIL <br />NOT TO SCALE <br />STUD SPACING <br />NO <br />(l) 2 X 4 <br />(2) 2 X 4 <br />(2) 2 X 6 <br />I <br />L- BRACING <br />L-BRACING <br />L BRACING <br />L BRACING <br />L BRACING <br />1611 <br />01-011 TO 41511 <br />41-511 TO 8'0" <br />810"- 12'0" <br />1210" TO WO" <br />2411 <br />01-011 TO 41011 <br />4'0" TO TO" <br />l'O" TO 1010" <br />10'0" TO 1410" <br />15AGKNAIL i <br />2 X 4 WEB BLOCKS NAILED IN BE <br />WEBS WITH (2) I&V NAILS EACH EN <br />(b) 16D NAILS AT EACH END NAIL <br />2 X 4 <br />TRUSSES SP< <br />2 X 4 ANGLE BRACING AT 48" OC <br />GABLE END NAIL ENDS TO 2 X 4 B <br />WEB BLOCKING WITH (2) 160 TOE N, <br />2 X 4 NAILER ATTACHED TO BOTTOM <br />CORD OF GABLE TRUSS AND COMMON <br />TRUSS WITH 2 EACH 120 COMMON NAILS <br />AT EACH UPRIGHT MEMBER ON GABLE <br />GABLE END BRACING DETAIL <br />NOT TO SCALE <br />NOTES NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE IS 4'0" OR LESS <br />"L" BRACING TO EXTEND AT LEAST 90 R <br />OF WEB LENGTH l SEE TABLE ABOVE) <br />GABLE WITH 5/8" TI-11 <br />,IDING, SEE BUILDING <br />ICTION <br />' GABLE TO FACE OF WOOD <br />WITH SIMPSON LOTA24 STRAPS <br />OC ( TYP) <br />:00 POST AND BEAM <br />1 PINE <br />ALL <br />P OF POST TO EXCEPT <br />.AM AND SECURE TO POST <br />'IITHRU BOLTS WITH NUT AND <br />(TYP) <br />A11it�11111I I ";�y ,, <br />1_k .0 <br />I HEREBY 49;4- '.•THAt I 1/J� I�WEDa rT19� (ACHED <br />DESIGNS AND FOUND IT T�b�•I�SE``(( l l ClH CHAPTER <br />10, SECTION PF THE FLORIDA 151,1111 FOR 120 MPH <br />(3 bECOND WIND ZONE - MPH FASTER? x'EED AND THE <br />ENTIRE �2 C A 6UILDIN CODI , RESI(�j�,t@_ ALL 200E <br />L� <br />A'I'l L �TATIF �r is ice+ <br />T,L, HAMP P:K',l''MFNb& 3S`54 <br />P.O. Sox I A,' VAPE.C1Ty' ' L 3352d, <br />zU <br />z <br />N <br />ztom <br />o�a <br />0 <br />�jO <br />�w <br />0 <br />Ord <br />z <br />VI <br />r� <br />-tu <br />W NNN <br />Qm <br />U <br />� <br />z w <br />W <br />0 <br />ul <br />� -- <br />A <br />0 <br />� <br />a <br />m� <br />fy <br />cl <br />O <br />�T <br />if un <br />Z <br />IN <br />in <br />�W <br />Fn <br />CDLL <br />mor <br />O <br />Z Z <br />Z <br />w <br />z <br />M <br />� Q <br />U <br />Q O <br />llllttttl71111 <br />'" u <br />w <br />In <br />, <br />p <br />N <br />o <br />O <br />m <br />QL <br />N <br />' N <br />o <br />J <br />U. <br />O <br />J <br />pOJ <br />Z Z <br />= <br />O m <br />W <br />V <br />Z <br />N <br />.. <br />n <br />Q Q <br />(L <br />� <br />2Jw <br />O0> <br />VCLp <br />O <br />- <br />to <br />TOTAL AREA <br />2240 SQ. FT, <br />PG <br />3OF3. <br />Y <br />