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<br />ENGINEER'S NOTES: <br /> <br />THE: DESIGN 'JIND SPEED" 120 MPH , 3 SEC GUST <br />2 -:-HE \-/IND IMPORTANCE FACTOR IS 077 <br />3. THE \.IIND EXPOSURE CATAGoRY USED IS 'B' <br />4 THE INTERNAI_ PRESSURE COEFFIC1ENT=+1-018 ENCLOSED <br />CATAGoRY ! BUILDING MINOR STORAGE SHED <br />~. COMPDNENTS8.CLADDING DESIGN PRESSURES ARE PER <br />FBC TABLE 16096B OR R3012(2) FOR A MEAN ROOF HEIGHT <br />LESS THAN 30 F-:-. <br />ROOF +12/-21 PSF ZONE IB <br />\JALLS +25/-27 psr ZON:: 4B <br /> <br />/ <br />I <br />/ <br /> <br />!it <br /> <br />/A~_ 2'X4' STUDS 'ASTENE:D TO <br />P'::C2IMQ:::R BF AM \J;-H <br />SIMP~hN rw= 11' L1R 'J' 'IV <br />/ APPulD P'::R MFGRS S~'::CS <br />[( DR EDIJIV <br /> <br />PT 2'x4' BASE P, ATF <br />FASTEN Te - -~\ <br />PT 2'x6' PERIMETER JOIS- . <br />'.1 I (2) 16d ,~ 16' O~ <br />STAGGERED ~ <br /> <br />AUGER ANCHO::<:S <br />STYLE CREST#48364634 <br />BRANDON, FLORIDA <br />OR EQUIVALE:NT <br />UPLIFT CAPACITY=4,700 LBS j <br />8' o.c MAX I <br />FASTEN TO JOISTS @8' o.c. <br />MA.X '.11 (2) i/2' x3 1/2' <br />LAG BOLTS PRED::<:ILL BEAMS i <br /> <br />C-3 SCRE\JS/PANE~ <br />H ,. i <br /> <br /> <br /> <br />\ <br />\ <br /> <br />DETAIL F / <br />~N FASTENING~ <br />---- -- <br />- <br /> <br />'.1=12' MAX LI <br />xLENGTH TO 24"MAX t I <br /> <br />TYPICAL WOOD DECK ALTERNATIVE <br />FOUNDATION <br /> <br />#10 X 1 1/2' HEX HD CORROSION RESISTANT METAL <br />8.wASHER8.SEAL INTO DBL 2x4 TOP PLATE <br />APPROX 6' DC MAX. (TYPICAL BOTH SIDES) <br /> <br />(DBL <br />SCREw <br /> <br /> <br />I <br /> <br /> <br />2X10 1.1/1/2' OSB <br /> <br />SIMPSON HQS DR EQUIV <br />@ALL EXTE:RIOR JOIST TO GIRDER <br />CONNECTIONS <br /> <br />ALUN TERN;-c:= <br />SHIELD C:YP) <br /> <br />4Hx8'xI6' <br />SOLID CONC BLOC:< <br />OR [QU!V <br /> <br />1/2' PLYwOOD SHEATHING <br />FASTEN PER STRUCTURAL PANEL <br /> <br /> <br />'\#10 X 3' HEX HD CORROSION RESISTANT MFTAL SCREw <br />&wASHER&SEAL INTO DBL 2x4 TOP PLATE <br />APPROX 2 1/2' D.C. MAX. (3 SCREwS IPAN[L BOTH ENDS) <br />AS SHO\JN ABOVE @ DETAIL F <br />! F <br />1--11 <br /> <br />2x4 STUD CONSTRUCTlON~16'OL <br />USE SPI HURRICANE CLIPS AT <br />BOTTOM PLATE ~ SP2 AT DBL <br />PLATE TO STUD CONNECTIONS <br />e LOCATIONS SPEcrFIED IN <br />STRUCTURAL PANEL FASTENING NOTE <br /> <br />\ 6' <br /> <br />~NGT" TO SUIT <br /> <br />72'X78' PREHUNG <br />DOOR <br />NOTE INSTALLATION OF DOOR TO BE <br />PE~ MANUFACTURERS SPECIFICATIONS :JBL <br />TO COMP'_ Y wITH 110 MPH 'JIND SPEED <br />REQUI~U1ENTS <br />CAULK AND SEAL DOOR BEFORE FASTENING <br /> <br />DBL 24 TOP <br />/ V I CORNERS <br /> <br /> <br />SIMPSON MST <br />DR EQUIVAT <br />LOCATION <br /> <br /> <br />PLATE <br />LAPPED <br /> <br />TYP wINDO\.l ,'lAY BE <br />LOCATED AT ANY SIDE <br /> <br /> <br /> <br />.. <br />-j .. <br /> <br />i <br />l' -j <br /> <br />I. <br />i <br /> <br /> <br />. . , <br /> <br />DBL 2XIO '.J11/2' OSB <br /> <br />I <br />~1~ <br /> <br />SP2 <br />TYP <br /> <br /> <br />, <br />~ <br />I <br />Q'\ <br /> <br />SH 3030 <br />+20 PSF <br />-22 PSF <br /> <br />+18 PSF <br />-20PSF <br /> <br />o 0 <br /> <br />o <br /> <br />SPH4 R EQUIV <br /> <br />SP1 <br />TYP <br /> <br /> <br />~I <br /> <br />o <br /> <br /> <br />PT 2'X4' BOTTOM PLATE <br />SECURE TO SLAB \.II <br />1/2' EXPANSION BOLT <br />3' IMBEDMENT, 2 1/2' MIN <br />24' D.C. APPROX, \JITHIN <br />I' OF CoRNERS8.EACH SIDE <br />DCoRS&'.JINDOw OPENINGS <br /> <br />EDGE DISTANCE <br />OF <br /> <br />~ <br />7 <br /> <br />o <br /> <br /> <br />EXTERIOR FINISH <br />EXTERIOR FINISHED ,DER mINERS SPECIFICATIONS <br />SIDING OR STUCCO AS SPECIFIED BY O'w'NER <br />16' NA.X <br /> <br />J <br /> <br />1 <br /> <br />STRUCTURAL PANELS I <br />NOTE 1/2' CwX DR OSB STRUCTURAL PANELS SHALL NOTE NO rOOTER REQ'D EXCEPT IoIHEN ADDRESSiNG ERRoSioN --.J <br />OVERLAP 'HE TOP "EMBER Dr THE 4' 2500 PSi NOMINAL SLAB '.JIO rOOTER IoIAY <br />DOUBLE TOP PLATE AND THE PT BOTTOM PLATE BE USED ON I_EVEL G;<OUND UP 10 SLOPES OF \'/\2' <br />RO\.lS OF IDd NAILS 23' D.C. SHALL BE 1/2' <br />MLNlt~lM {0~9MAfD~5TfbMB9~~TtEMBERS OF TOP PLATE H?,.\';=12'xI2' COR GRADE SLOPES GRE.;TER THAN 2'/12' <br />?ANELS SHALL HAVE NAILS AT SPEClriED SPACi,NG or &' OC NE'J SLABS TO HAVE [ITHER 6'x6'- lOll 101101101 <br />e> VERTICAL EDGES AND :2' MAX IN rlELD <br />OR FiBERIoIESH -L '" - <br />NOTE.HERE.INDO\.lS OR DOORS iNTERRUPT THE REVIEW DATE: '") <br />\.IOOD STRUCURAl SHEATHING AND \.IlTHiN 4' Dr ~ <br />EACH CCRNER AND ATTACHMENTS .0 EXISTING STRUCTURE CITYOFZEPHYR IL . < <br />USE Si"lPSON SP2!.SPl CR EClUIV ~ -OPUOT-OM PLATE/STuD RUILDl"', C OF"'lCI"'L I U t6" ")) <br />CONNECIONS APPliED PER "rG'RS SPEClrICATIONS ,~. r '"' <br /> <br />NOTE <br />-HE rOUNDATION SHO'.N IS BASED ON I hereby ce>"tif'y -:ho t : hove ;Jer:::;;rMed ond reviewed tn's ::lIon o.nd :OlAr>c;:i <br />A f<INIMUM SOk BEARING PRESSURE <br />Jr :OOOPSF 11: -:0 oe ,n COMDIClnceWI'th sect,on 16<]9 of' -:he F:,c>"do BUl\cilng Coele, 2004 <br />Qnd ASCE 7-=2 & section RJOl 0: 'BeR 2004 <br /> <br />TYPICAL SIDE ELEVATION <br /> <br /> <br /> <br />o <br /> <br /> <br />\111\\ J 1) ~ <br /> <br />D . vV . S N1 I T H , P , E. ,PAN ROOF wi STUD '.AU_ cONST · <br />FLORIDA PROFESSIO'<Al ENGINEER L:CENSE NUMB[R 53608: ,~VOOD F~AME SHED I <br />. Custom Home Plan Service i16 IV X LENGTH TO SUITI OF <br />'19909 ~ALLASTON DRIVE-DADE C1TYJLORiDA 335251 SCALE ~ DATE I PART NO. <br />PHON!: 352-521-0865 W352-SCI-Q867 [-MAIL dw<;rl~e~Qrthl;nkr,~t 1 AS NOFD ' ~2/12 05 :SHED 01-H <br />PASCO PERMIT SERVICE 1 DESIGN/ORAilN I <br />SUZANNE 3AHR 813-788-5314 !D.W.SMITH,P C:, I 120 <br /> <br />e()itlon <br /> <br />Do. v1eI '..I. Sr"i th,PL <br /> <br />ENGiNEER '_iCE'KE ~53608 I <br /> <br />SHEE~ <br /> <br />:w <br />