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<br />ENGINEER.S NOTES:
<br />LBASIC wIND VELOCITY : 110 MPH (30 SEC GUST)
<br />2, I~1PORT ANCE FACTOR ::= 0,77 FLORIDA BLD CODE HURRICANE PRONE AREAS
<br />3, EXPOSURE CA T AGoRY: B
<br />4, INTERNAL PRESSURE COEFFICIENT == +,18/-,18 ENCLOSED BUILDING
<br />5, DESIGN wIND PRESSURE FOR COMPONENTS AND CLADDING: 110MPH= +26/-28PSF
<br />
<br />DElIlA! L NOT E1S1:
<br />
<br />S1EE1 TYP S1E1C1T ION
<br />
<br />ALL wORK TO COMPLY wITH
<br />THE FLoIDA BUILDING CODE
<br />
<br />(A) 1/2" CDX SHEATHING NAILED wITH 8D RIS NAILS 6'1 DC ON EDGES
<br />AND lO'l DC IN FIELD, USE 1/2" STEEL PL YCLIPS, 15# FEL T
<br />AND TIMBERLINE ARCHITECTURAL SHINGLES APPLIED PER ~1FGRS SPECIFICA TIONS FOR 110 MPH wIND SPEED,
<br />wITH RIDGE VENT
<br />(B) lX6 wOOD SUB FASCIA AND DRIP AND FASCIA
<br />(C) VINYL SOFFET MATERIALS
<br />(D) GYPSUM BOARD DIAPHRAM CEILING FASTEN wi 5d COOLER NAILS 7'1 O,C,
<br />(E) 8' CEILING HEIGHT
<br />(F) ALUMINUM SINGLE HUNG wINDOw -PGT, NORANDEX) BETTER BUILT) SPECIALTY DR EQUIV,
<br />RATED AT 110MPH DR BETTER wITH INSTALLATION INSTRUCTIONS TO BE PROVIDED BY
<br />MANUF ACTURER,
<br />G) 3"x6/-8'1 EXTERIOR DOOR (THERHA TRU OR EQUIV, REA TED FOR 110 MPH wINDZONE
<br />H) 6'IX6'1 OH GARAGE DOOR RATED FOR 110 HPH wINDZONE (CLOPLAY OR EQUIV)
<br />D ENGINEERED TRUSSES@ 24" O,c, (6) REGULAR TRUSSES2x(2) GABLE END
<br />TRUSSES BOB HANLEY TRUSSES @
<br />352-424 0858 MOBILE 21X4" OUTLOOKS @16/ 0,('
<br />588-2342 OFFICE
<br />J) CEILING DIAPHRAM PER SSTD 1099 SECTION 306,3,12x FIG, 306H
<br />
<br />2x4 DIAGONAL @ (2) NAILED wITH (2) 12d COMMONS@
<br />FROM END OF LATERAL BRACES TO VERTICAL OF GABLE
<br />TRUSS CONNECTING ALL TRJSSES, BRACES AT BOTH
<br />GABLE ENDS
<br />
<br />NOTE: THIS STRUCTURE HAS BEEN ENGINEERED
<br />FOR FOLLOwING OPTIONS: DOORS AND wINDOwS OPEN (PARTIALL Y ENCLOSED BUILDING)
<br />
<br />\v'INDO\.J 8,DOOR MANUFACTURERS TO PROVIDE CERTIFICATION THAT THEIR \v'INDO\.JS AND
<br />DOORS \v'ILL wITHSTAND THE FORCE RESUL TING FROM THE SPECIFIED DESIGN C2xC wIND PRESSURE
<br />AND PROVIDE INSTALLATION INFORMATION TO THE BUILDER SUCH THAT wHEN INSTALLED PER SAID INSTRUCTIONS
<br />THE '''/INDOw wILL PROVIDE THE CERTIFIED PERFORMANCE
<br />THE CONTRACTOR IS TO INSTALL THE wINDOwS AND DOORS ACCORDING TO THE SPECIFIC INSTALLATION INSTRUCTIONS
<br />SUPPLIED BY THE \.JINDO\.f AND DOOR MANUFACTURER
<br />BUILDER TO HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF IN$PECTIm~
<br />FOR REFlEw BY THE BUILDING INSPECTOR,
<br />
<br />STRUCTURAL PAJVELS
<br />
<br />NOTE: wOOD STRUCTURAL PANELS OF SIDE wALLS SHALL
<br />OVERLAP THE TOP MEMBER OF THE
<br />DOUBLE TOP PLATE AND THE BOTTOM PLATE
<br />A Ro\,f OF 10d NAILS @ 3" 0,[, SHALL BE 1/2//
<br />MINIMUM FROM EDGE OF BOTH TOP PLATES&BoTToM PLATE,
<br />USE TwO STAGGERED ROwS OF NAILS ON 3H o,C
<br />@BOTTOM PLATE &6'1 @VERTICAL EDGES2x12" IN FIELD
<br />
<br />USE 8d NAILS @ 6'1 @ VERT, EDGES&1211 O,c, IN FIELD
<br />
<br />~1/--",",""
<br />
<br />
<br />PRE ENGINEERED \./D TRUSSES @ 24" O,c'
<br />47PSF LOADING/SHINGLES/120MPH wIND LOAD
<br />USE SIMPSON H10 HURRICANE CLIPS @ALL
<br />TRUSS TO PLATE CONNECTIONS
<br />(BOB HANLEY TRUSSES @352-302-1555)
<br />
<br />,
<br />(\J
<br />~..
<br />
<br />--Y--Oii---Oi- - t-cc Y--Oi~--T- ~i~-T--- I
<br />
<br />II ~( II 1; / II II I I I I
<br />II II II I' II II I I I I
<br />II II II II II II I I I I
<br />II II II II II II I I I I
<br />~~ +1 ~ II 1~1t--
<br />[I II II II II II II II II II
<br />II II II II II II II II II II
<br />II II II II II II II II II II
<br />II II II II II II II II II II
<br />I II II II II II II II II II II
<br />~ ---it - -=r -=-=r - -=+t - ~ - -=tr ---it - ---=+t - ---=r -=-11
<br />
<br />SIMPSON SP2@--
<br />STUD TO TOP PLATE
<br />CONNECTIONS AS NOTED I
<br />
<br />
<br />2x4x II CONTIN US LATERAL
<br />BRACE (4' O,C, AX)
<br />Nf~ILE wITH (2) 12d COMMONS
<br />TO BO TOM CHO S OF TRUSSES
<br />
<br />GABLE END CONSIDERATIONS: OVERLAP GABLE SHEATHING OVER DBL TOP PLATE TO 21/x6"
<br />SPLICE BLOCKS AS SHOwN
<br />2 ST AGGER ED ROwS OF 10d NAILS @3" 0,[, @EDGES OF BOTH PANELS @ SPLICE BLOCK
<br />
<br />
<br />@
<br />~LOPLAY OH DOOR
<br />RATED FOR PRESSURES RESULTING FROM
<br />110 MPH wIND (ACTUAL wIND PRESSURE SHOwN)
<br />
<br />II
<br />
<br />II
<br />
<br />
<br />CD
<br />
<br />NGINEERED TRUSSES@
<br />24" O,c, (6) REGULAR
<br />TRUSSES~(2) GABLE END
<br />TRUSSES
<br />
<br />- 24" O,C, -
<br />
<br />
<br />II
<br />
<br />IT-II
<br />
<br />II
<br />
<br />II
<br />
<br />"-- 2X4 BI K'NG
<br />
<br />~ NOTE: 2x4 BLOCKING BETwEEN FIRST FOUR TRUSSES
<br />48'1 O,C, MAX NAILED w / (2) 12d NAILS @ EACH END
<br />NOTE: OVERLAP SHEATHING ONTO GABLE
<br />USE 10' PANELS @ ENDS
<br />
<br />SwINGING DOOR LATCH
<br />wi LATCH LOCK
<br />
<br />+18
<br />
<br />+:0
<br />
<br />PSF
<br />PSF
<br />
<br />DBL 2/1x4" TOP PLATE
<br />TYP, BOTH GABLE ENDS
<br />FOR BALOON FRAMING
<br />
<br />
<br />DBL 2x4 TOPPLATE
<br />;- HEADER @8/ DOOR
<br />d DBL 2x12 w/(l) LAYER
<br />1/2'1 CDX
<br />TYP 2x4@16'1 o,C,
<br />CONSTRUCTION
<br />
<br />2'IX6" DEADwOOD USE 16d NAILS @8/ O,C, TO
<br />SECURE DEADwOOD TO DBL TOP PLATE
<br />
<br />
<br />I
<br />J
<br />-q-
<br />I
<br />
<br />- GRADE
<br />
<br />,
<br />o
<br />d USE 16d NAILS 8' O,C FROM BOTTOM CHORD OF
<br />GABLE TRUSS TO DEAD wOOD
<br />
<br />,
<br />~
<br />
<br />USE 8d 4'IO,C, NAILS TO FASTEN 1/2'1 CDX
<br />STRUCTURAL SHEATHING TO BOTTOM CHORD
<br />
<br />+19PSF
<br />-21PSF
<br />
<br />
<br />2"X4'1
<br />BLOCK IN
<br />
<br />
<br />5/8/lx8'1 .J BOLT
<br />(wI wASHERS/NUTS
<br />CORROSION RESISTANT
<br />
<br />/
<br />
<br />,
<br />~
<br />
<br /> II II II II II -
<br /> ROOF' Ll\YOU1' -1 1-1'
<br /> I
<br /> .= . 20' -i
<br />.... 22'
<br />
<br />
<br />t
<br />TYPICAL SHEAR WALL&
<br />~ GABLE END DETAIL
<br />
<br />~.-1'- SIN LE PT 211X4'1 BOTTOM PLA TE
<br />SECl RE TO CONCRETE FOOTING
<br />\-IITH 1/21/XS SLEEVE ANCHOR
<br />3" IMBEDMENT OR EQUIV 1/211x8" J BOLT
<br />APPROX 24/1 O,C, AND BOTH
<br />SIDES OF DOORS AND wINDOwS
<br />2"X2'1 SQ STL wASHERS
<br />
<br />II
<br />
<br />@
<br />
<br />CORNER DETAIL
<br />
<br />'-1
<br />
<br />1/2" OSB OR CDX SHEATHING
<br />NAILED w 18d @6'1 O,C, @ EDGES
<br />2x IN FIELD, COVER
<br />wITH 15# FEL T OR TYVEK
<br />APPL Y VINYL SIDING TO NA TCH EXISTING HONE
<br />PER NFGRS SPECIFICA TIONS,
<br />
<br />USE
<br />
<br />SIMPSON MST 24 DR
<br />EQUIV, (TYPICAL"
<br />
<br />
<br />2x6 SPLICE BLOCKS
<br />
<br />
<br />2'IX411 @161/OC CONSTRUCTION
<br />FASTEN TO PT 2x4 BOTTOM PLATE wi SIMPSON SP1 DR EQUIV
<br />FASTEN TO DBL TOP PLATE wi SIMPSON SP2 DR EQUIV,
<br />
<br />-".
<br />
<br />20'
<br />F'RONrr ELEVl\rrION
<br />EXrrERIOR
<br />
<br />~
<br />
<br />22'
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<br />II
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<br />"
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<br />"
<br />"
<br />~
<br />
<br />
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />II
<br />~
<br />
<br />"
<br />II
<br />"
<br />"
<br />"
<br />"
<br />"
<br />"
<br />II
<br />~
<br />
<br />"
<br />"
<br />"
<br />"
<br />"
<br />"
<br />"
<br />"
<br />"
<br />
<br />FASTEN 2x4 CRIPPLES TO TOP
<br />PLATE 2x DBLE 2x12 HEADER
<br />wi SINPSON CMST OR EQUIV,
<br />
<br />ENGINEERED ROOF
<br />TRUSSES @ 24'1 O,C,
<br />BOB HANLEY TRUSSES @
<br />352-424 0858 NOBILE
<br />588-2342 OFFICE
<br />
<br />201
<br />
<br />'-1
<br />I
<br />I
<br />I
<br />I
<br />~
<br />I
<br />I
<br />
<br />~.
<br />
<br />20'
<br />
<br />~
<br />
<br />~'t"'\~, \\\J\ '-"\
<br />~ "~""-.J
<br />~I"'t\ <1:;;'1> ? ... r
<br />\\0 ~"
<br />"'4..~~~~.
<br />
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<br />,
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<br />
<br />
<br />,rrP
<br />~,.....::; '7
<br />~\r~\\? V;~ . >Ii,)'
<br />l\V~ , rY" '\
<br />II
<br />
<br /> II II II , I
<br /> II " " II " "
<br /> II " " II II "
<br /> II II " II " "
<br /> II II " II " "
<br /> " II II II II \I
<br /> " II " II " "
<br /> " " II " " "
<br /> " " " " II II
<br /> " " " " II II
<br /> ~ ~ ~
<br /> 4
<br />1/-1-< t'
<br /> i J
<br /> +19 PSF
<br /> -21 PSF1
<br />,
<br />Q) 0)
<br /> I
<br /> (~ ~~ ,
<br /> "
<br /> I
<br /> ,t,
<br />
<br />DBL 2'lx12/1 W/1 LAYER
<br />1/2" CDX
<br />
<br />
<br />
<br />.. 'n-
<br />
<br />
<br />2'x4' STUD CONSTRUCT! N
<br />@16' D,C,
<br />
<br />1+1'
<br />
<br />PT 2'x4' BOTTOM PLATE
<br />(2) lOci NAILS @ 12' 0, ,
<br />
<br />
<br />SINGLE PT
<br />211X4'1
<br />
<br />..
<br />
<br />
<br />
<br />I
<br />Wi'
<br />1\
<br />,
<br />
<br />.,t
<br />
<br />,h---
<br />
<br />"
<br />
<br />12/
<br />
<br />~
<br />~
<br />
<br />112// OSB DR CDX SHEATHING
<br />NAILED w 18d @6" O,C, @ EDGES
<br />2x IN FIELD. COVER
<br />wITH 15# FEL T OR TYVEK
<br />APPL Y VINYL SIDING TO MATCH
<br />PER MFGRS SPECIFICA TIONS,
<br />
<br />EXISTING HONE
<br />
<br />PT 2'IX4/1
<br />SINGLE
<br />
<br />
<br />--.:ii
<br />
<br />12'
<br />
<br />
<br />/
<br />
<br />F'RON1' ELEV1\1'ION
<br />
<br />SIMPSON HD5A OR EQUIV,
<br />APPLIED PER MFGRS SPECS
<br />TYPICAL BOTH SIDES OF
<br />DOOR
<br />
<br />4' SLAB 3000 PSI CONCRETE
<br />MONOLITHIC SLAB/FOOTING \.j /2 #5
<br />REBAR CONTINUOUS ON CHAIRS
<br />4H SLAB w /6Hx61'-#10/10 \';wM DR FIBERFILL
<br />CONCRETE OVER 5 HIL POL YFILM OVER
<br />CLEAN COMPACTED TERMITE TREATED
<br />SOIL AND PERMI-~NENT SIGN IDENTIFYING
<br />TREATMENT PROVIDER_SCHEDULE OF INSPECTION
<br />ON INTERIOR wALI_ BY ACCESS DOOR
<br />
<br />END ELEV1\rrrON
<br />F'l\CING srrREE1'
<br />
<br />--SIMPSON HD5A OR EQUIV
<br />APPLIED PER MFGRS SPECS
<br />TYPICAL BOTH SIDES OF
<br />DOOR
<br />
<br />REl\R ELEV1\rrION
<br />
<br />RIGH1' END ELEV f\rrION
<br />
<br />F'RON1' ELEV 1\ 1'ION
<br />F'Rl\NIING
<br />
<br />Do, via w, Sr'lith, P.E,tf 53608
<br />
<br />\\\~\()I
<br />
<br />ENGINEER LICENCE #53608
<br />
<br />DESIGNED FOR 110 MPH \./INDZONE PASCO COUNTY
<br />BOB JOHNSON ) 5621 BENTON ) ZH ) FL
<br />
<br />D.vV.SlYIIrrI-I ENGINEERING
<br />FLORIDA PROFESSIONAL ENG[NEER LICENSE NUMBER 53608
<br />C'ustom flo'me PlCLn SeTvice
<br />9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525
<br />PHONE: 352-521-0865 FAX: 352-521-0867 E -HA I L: zephyr27~gte, net
<br />
<br />813-783-8591
<br />STORAGE SHFD
<br />
<br />SHEET OF
<br />
<br />I hereby certify thClt I hClve reviewed this plCln Clnd \found it to be in cOMpliClnce
<br />with SECTION 1606 of' the FloridCl building code for 110 Mph windzone,
<br />
<br />1 OF
<br />
<br />FAY 'VILBER
<br />782-7699
<br />
<br />SCALE DATE
<br />1/4"=1 FT DEe 3,02
<br />DESIGN/DRAwN CHECKED
<br />D.W.SMITH,P.E.
<br />
<br />PART NO.
<br />EI_EV,
<br />NOTES
<br />
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