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<br />I <br /> <br />ENGINEER'S NOTES <br />IBASIC '..'IND VELOCITY 120 MPH <3 SEC GUST> <br />2. IMPORTANCE FACTOR = 0.77 FLORIDA BLD CODE HURRICANE PRONE AREAS <br />3 EXPOSURE CATAGoRY B <br />4 INTERNAL PRESSURE COEFFICIENT = +.18/-18 ENCLOSED BUILDING <br />5 DESIGN '..'IND PRESSURE FOR COMPONENTS AND CLADDING, Roor +iO/-27PSF <br />'..'ALLS +25/-29SF <br />NOTE, THIS STRUCTURE HAS BEEN ENGINEERED <br />FOR FoLLo'..'ING OPTIONS DOORS AND '..'INDO'..'S OPEN (PARTIALLY ENCLOSED BUILDING) <br /> <br />\JINDO',/ LDOOR MANUfACTURERS TO PROVIDE CERTIfiCATION THAT THEIR ',/INDO',/S AND <br />DOORS \JILL \JITHSTAND THE fORCE RESULTING fROM THE SPECifiED DESIGN CLC \JIND PRESSURE <br />AND PROVIDE INSTAllATION INFORMATION TO THE BulLOCR SCCH THAT ',/HEN INSTALLED PER SAID INSTRUCTIONS <br />THE ',/INDO',/ \JILL PROVIDE THE CERTifiED PERfORMANCE <br />THE CONTRACTOR IS TO INSTALL THE \JINDO\JS AND DOORS ACCORDING TO THE SPECIfiC INSTALLATION INSTRUCTIONS <br />SUPPLIED BY THE IJINDO'" AND DOOR MANUrACTuR(R <br />BU1LDCR TD HAY! MANUfACTURERS SP(ClrlCATION$ <CUT SH[E:TS) ON SITE AT THE TIME OF INSpeCTION <br />fOR REVIE\J BY THE BUILDING INSPtcTOR <br /> <br />STRUCTURAL PANELS <br />NOTE, '-'ODD STRUCTURAL PANELS OF SIDE '-'ALLS SHALL <br />OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE AND THE BOTTOM PLATE <br />A RoV OF 10d NAILS @ 3' D.C. SHALL BE 1/2' <br />MINiMUM fROM EDGE OF BOTH TOP PLATES&BoTToM PLATE <br />USE T'-'O STAGGERED RoVS OF NAILS ON 3' DC <br />@BOTToM PLATE &6' @VERTICAL EDGES&S' IN FIELD <br />USE Sd NAILS @ 6' @ VERT EDGESLI2' O.C IN FIELD <br /> <br />GABLE END CONSiDERATIONS. OVERLAP GABLE SHEATHiNG OVER DBl TOP PLATE TO 2'x6' <br />SPLICE BLOCKS AS NEEDED <br />2 STAGGERED RoVS OF 10d NAILS @3' D.C. @EDGES OF BOTH PANELS @ SPLICE BLOCK <br /> <br />ALL '-'oRK TO COMPLY '-'ITH <br />THE fLDIDA BUILDING CODE <br /> <br /> <br />DBL 2'x4' TOP PLATE <br />TYP. BOTH GABLE ENDS <br />FOR BALOON FRAMING <br /> <br />2030 SH <br />+24/-25PSF <br />NOTE, '..'INDO'..'S MAY BE <br />EITHER END DR SIDE <br /> <br /> <br /> <br />DETAIL NOTES: <br /> <br />(A) 1/2' CDX SHEATHING NAILED '.11TH 8D RIS NAILS 6' DC ON EDGES <br />AND 8' DC IN FIELD USE 1/2' STEEL PL YCLIPS 30" FELT <br />AND TIMBERLINE ARCHITECTURAL SHINGLES DR EOUIV APPLIED PER MFGRS SPECIFICATIONS FOR 120 MPH '..'IND SPEED <br />'..'ITH RIDGE VENT <br />(B) IX6 '..'ooD SUB FASCIA AND DRIP AND FASCIA <br />(D VINYL SoFFET MATERIALS <br />(D) GYPSUM BOARD DIAPHRAM CEILING FASTEN '..'1 5d COOLER NAILS 7" DC <br />(D 8' CE ILING HE IGHT <br />(F) ALUMINUM SiNGLE HUNG '..'INDo'..' -PGT, MILESToN, NORANDEX, BETTER BUILT, SPECIALTY DR EOUIV <br />RATED AT 120 MPH DR BETTER '..'ITH INSTALLATION INSTRUCTIONS TO BE PROVIDED BY 2'x4' OUTLOOKS ~16' DC. <br />MANUFACTURER <br />G) 2030 '..'INDO'..'S LOCATED EITHER SIDE DR END RATED FOR 120 MPH '..'INDSPEED <br />NORANDEX DR EOUIV <br /> <br />H) OPTIONAL 3080 PASS THROUGH DOOR RATED FOR 120 MPH '..'IND SPEED <br />I) ENGINEERED TRUSSES" 24' 0 C. (6) REGULAR TRUSSES&(2) G~BLE END <br />TRUSSES BOB HANLEY TRUSSES .. <br />352-424 0858 MOBILE <br />588-2342 OFFICE <br /> <br />CD <br /> <br />NGINEERED TRUSSES" <br />24' O.C TRUSSES&(2) <br />GABLE END TRUSSES <br /> <br />-_-L-_-L-_-L-~ <br />II I II II <br />I I I II <br />I I I II <br />I I I II <br /> <br />I <br />I <br /> <br />rr-- ROOF LAYOUT <br /> <br />1-16' MAX <br /> <br />I II <br />I II <br />I II <br />I I U I I I I II <br />--r---r---r---r ---r---r---r- H <br /> <br />+19PSF <br />-2IPSF <br /> <br />-i 1-1' <br />I <br /> <br />1/2' oSB DR COX SHEATHING <br />NAILED '..'/8d "6' O.C. .. EDGES <br />& IN FIELD. COVER <br />ITH 15# FELT DR TYVEK <br />APPLY VINYL SIDING TO MATCH EXISTING HOME <br />PER MFGRS SPECIFICATIONS. <br />AL TERNATIVEL Y USE 5/8 Till STRUCTURAL PANEL SIDING <br />FASTEN PER STRUCTURAL PANEL NOTE. <br /> <br />24' MAX <br />FRONT ELEVATION <br />EXTERIOR <br /> <br />SEE TYP SECTION <br /> <br />2x4 DIAGONAL" (2) NAILED '..'ITH (2) I2d COMMONS.. <br />FROM END Dr LATERAL BRACES TO VERTICAL OF GABLE <br />TRUSS CONNECTING ALL TRUSSES BRACES AT BOTH <br />GABLE ENDS <br /> <br />1-;'1 <br /> <br />BUILD ON SITE DR <br />PRE ENGINEERED '..'D TRUSSES" 24' DC <br />4 7PSF LOADING/SHINGLES/I20MPH '..'IND LOAD <br />USE SiMPSON HIO HURRICANE CLIPS "ALL <br />TRUSS TO PLATE CONNECTIONS <br />(BOB HANLEY TRUSSES "352-588-2342) <br /> <br /> <br />CONTIN <br />(4' O.C <br />'..'ITH ( <br />TOM CHo <br /> <br />us LATERAL <br />AX) <br />12d COMMONS <br />S OF TRUSSES <br /> <br />SIMPSON SP2.. <br />STUD TO TOP PLATE <br />CONNECTIONS AS NOTED <br /> <br />NOTE 2x4 BLOCKING BET'..'EEN FIRST FOUR TRUSSES <br />48' DC MAX NAILED '..'1 (2) 12d NAILS" EACH END <br /> <br />NOTE OVERLAP SHEATHING ONTO GABLE <br />USE 10' PANELS.. ENDS <br /> <br />DBL 2x4 ToPPLATE <br />HEADER 1!!8' DOOR <br />DBL 2xl2 '..'/<1> LAYER <br />112' C DX <br />TYP 2x4..16' DC <br />CONSTRUCT ION <br /> <br />~ <br /> <br />2'x6' DEAD'..'oOD USE 16d NAILS "8' DC. TO <br />SECURE DEADVOOD TO DBL TOP PLATE <br />USE 16d NAILS 8' DC FROM BOTTOM CHORD OF <br />GABLE TRUSS TO DEAD '..'000 <br />USE 8d 4'OC. NAILS TO FASTEN 1/2' COX <br />STRUCTURAL SHEATHING TO BOTTOM CHORD <br /> <br />PT 2'x4' BASE PLATE <br />FASTEN TO <br />PT 2'x6' PERIMGoTER JOIST <br />'.II (2) 16d .. 16' O~ <br />ST~GGERED ~ <br />AUGER ANCHORS <br />STYLE CREST#48364634 <br />BRANDON, FLORiDA <br />DR EQUIVALENT <br />UPLIFT CAPACITY=4,700 LBS <br />8' DC MAX <br />FASTEN TO JOISTS @8' O.C <br />MAX '..'1 (2) 1/2' x3 1/2' <br />LAG BOLTS PREDRILL BEAMS <br /> <br />At~ 2'X4' \TUDS FASTENED TO <br />~~~e~E~~~~~PG:e~;~e~sV <br />OR EOUIV <br /> <br />SIMPSON HD5 DR EQUIV <br />"ALL EXTERIOR JOIST TO GIRDER <br />CONNECT IONS <br /> <br /> <br />T <br /> <br />I <br />TYPICAL SHEAR WALL& <br />GABLE END DETAIL <br /> <br />4'x8'x16' <br />SOLI D CoNC BLOCK <br />DR EOUIV. <br /> <br /> <br />SINGLE PT 2'x4' BOTTOM PLATE <br />SECURE TO CONCRETE FOOTING <br />'..'ITH 1/2'X5 SLEEVE ANCHOR <br />3' iMBEDMENT DR EOUIV 1/2'x8' J BOLT <br />APPRO X 24' O.C, AND BOTH <br />SIDES Dr DOORS AND '..'INDO'..'S, '..'ITHIN 6' OF CORNERS <br /> <br />ALUM TERMITE <br />SHIELD (TY?) <br /> <br />. ~T~- -- .:.. ---'". __... "on:'. .~_.. .!..-... <br /> <br />-1J=12' MAX <br />xLENGTH TO 24'MAX <br /> <br />TYPICAL WOOD DECK ALTERNATIVE <br />FOlINDATION <br /> <br />2'x4' "i6'oC CONSTRUCTION <br />FASTEN TO PT 2x4 BOTTOM PLATE '..'1 SIMPSON SPI DR EOUIV <br />FASTEN TO DBL TOP PLATE '..'1 SIMPSON SP2 DR EOUIV. <br /> <br />r~') Z.I~~' JA9L 10~ ~~ TJ.C. <br /> <br /> <br />REVIEW DATE: <br /> <br /> <br />5/8'x8' J BOLT <br />'..'1 '..'ASHERS/NUTS <br />CORROSION RESISTANT <br /> <br />..:Y <br /> <br /> <br />2'x4' <br />BLoCKIN <br /> <br />2x4 KING POST FASTEN '..'1 <br />SIMPSON TP PLATES <br />'..' 8d COMMON PER MrR'S SPECS <br /> <br />SIMPSON HI0 .. ALL TRUSS <br />TO DBL TOP PLATE <br />CONNECTIONS <br /> <br />24' MAX <br /> <br /> <br />CHECKt D <br /> <br />---- <br />~ <br />...5 <br />\V" <br />I <br />,-y <br />n <br />"-../ <br /> <br /> <br />BUILD ON SITE <br />"2 S'..' PINE 2x4 <br />TRUSSES" 24' DC <br /> <br />2X4 LATERAL BRACING CONTINIUOUS <br />PLCS 6' D.C. MAX <br /> <br /> <br />FASTEN 2x4 CRIPPLES TO TOP <br />PLATE & DBLE 2x12 HEADER <br />'..'1 SIMPSON CMST DR EQUIV. <br /> <br />j <br />I <br /> <br /> <br />X <br /><l: <br />::E <br /> <br /> <br />DBL 2'x12' '..'/1 LAYER <br />1/2' COX .I <br />~ <br />" <br />,.., <br />'" <br />I <br /> <br />l'l <br /> <br />SIMPSON MST 24 DR <br />EOUIV. <TYPICAL <br /> <br />+31PSF <br />-31 PSF <br /> <br />PT 2'x4' <br />SINGLE <br /> <br />4' MAX~ <br /> <br />~~E~EVATI6'~ <br />/1 4' SLAB 3000 PSI CONCRETE <br />MONOLITHIC SLABIFOOTING '..'/2 "5 <br />REBAR CONTINUOUS ON CHAIRS <br />, 4' SLAB VI FIBERFILL <br />CONCRETE OVER 5 MIL POLYFILM OVER <br />CLEAN COMPACTED TERMITE TREATED <br />SDlL AND PERMANENT SIGN IDENTIFYING <br />TREATMENT PROVIDER SCHEDULE OF INSPECTION <br />ON INTERIOR VALL BY ACCESS DOOR <br /> <br /> <br />I ~g <br />..JZ <br />W <br />ZVI <br /><l:Q <br />o.z <br />1, ~~ <br />wa> <br />VI<l: <br />::H:J <br />~ <br /> <br />12' MAX---l <br /> <br />. <br /> <br />CORNER DETAIL <br /> <br />? <br />CITY OF ZEPHY I L <br />BUILDING OFFICIAL <br /> <br />2..... STuD CONSTRL.(;TICN <br />@14' a.t. <br /> <br />SINGLE <br />2'x4' <br /> <br />GRADE <br /> <br />(- - -- - - -- - -- - - -- - -- -- - -- - -" <br />_~___________________________4_ <br /> <br />EXISTING HOME <br />PANEL SIDING <br /> <br />REAR ELEVATION <br /> <br />NOTE, '..'INDoVS MAY BE LOCATED <br />EITHER END DR SIDE <br /> <br />FRONT ELEVATION <br /> <br />FRAMING <br /> <br />hereby certify tho. t ] ho. ve reviewed this plo.n o.nd found it to be <br />in cOMplio.nce with the Florido. building code , 2004 edition, <br /> <br />Do. vid W, SMith, PL# 53608 <br /> <br />D. W,SMITH,P .E.J:t53608 <br />fLCfI!IDA PRCrtSSI~ EfI<<:.ltf::tR ~lctNSl'!<<.I4.IIU 53608 <br />Custom Home Plan SerV'l.ce <br />9909 'AllASTDN DRlvt-DADE CITY.fLORIDA 33525 <br />P!lJI( J5Z-51HlB65 rAX, J5Z-51HlB6) ('HAIL' ..",,,mil""" <br /> <br />PART NO. <br />WOODSHED <br />WSC-02 <br /> <br />SIMPSON HDSA OR tOUIV. <br />APPLIED PER MfGRS SPECS <br />TYPICAL BOTH SIDES OF <br />DOOR <br /> <br />SHEET Of <br /> <br />STORAGE SHED <br />12' MAX X 24' MAX X 8' <br /> <br />OF <br /> <br />SCAlC DATC <br />11 10 05 <br /> <br />ENGINEER LICENCE #53608 <br /> <br />PASCO PERMIT SERVICE <br />SUZANNE BAHR 813-788-5314 <br /> <br />DES I GN/ DRA 'N <br />DW,SMITH,PL <br />