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Home My WebLink AboutBIN A-1 PERMIT 2478 ENGINEER.S NOTES: LBASIC wIND VELOCITY : 110 MPH (30 SEC GUST) 2, I~1PORT ANCE FACTOR ::= 0,77 FLORIDA BLD CODE HURRICANE PRONE AREAS 3, EXPOSURE CA T AGoRY: B 4, INTERNAL PRESSURE COEFFICIENT == +,18/-,18 ENCLOSED BUILDING 5, DESIGN wIND PRESSURE FOR COMPONENTS AND CLADDING: 110MPH= +26/-28PSF DElIlA! L NOT E1S1: S1EE1 TYP S1E1C1T ION ALL wORK TO COMPLY wITH THE FLoIDA BUILDING CODE (A) 1/2" CDX SHEATHING NAILED wITH 8D RIS NAILS 6'1 DC ON EDGES AND lO'l DC IN FIELD, USE 1/2" STEEL PL YCLIPS, 15# FEL T AND TIMBERLINE ARCHITECTURAL SHINGLES APPLIED PER ~1FGRS SPECIFICA TIONS FOR 110 MPH wIND SPEED, wITH RIDGE VENT (B) lX6 wOOD SUB FASCIA AND DRIP AND FASCIA (C) VINYL SOFFET MATERIALS (D) GYPSUM BOARD DIAPHRAM CEILING FASTEN wi 5d COOLER NAILS 7'1 O,C, (E) 8' CEILING HEIGHT (F) ALUMINUM SINGLE HUNG wINDOw -PGT, NORANDEX) BETTER BUILT) SPECIALTY DR EQUIV, RATED AT 110MPH DR BETTER wITH INSTALLATION INSTRUCTIONS TO BE PROVIDED BY MANUF ACTURER, G) 3"x6/-8'1 EXTERIOR DOOR (THERHA TRU OR EQUIV, REA TED FOR 110 MPH wINDZONE H) 6'IX6'1 OH GARAGE DOOR RATED FOR 110 HPH wINDZONE (CLOPLAY OR EQUIV) D ENGINEERED TRUSSES@ 24" O,c, (6) REGULAR TRUSSES2x(2) GABLE END TRUSSES BOB HANLEY TRUSSES @ 352-424 0858 MOBILE 21X4" OUTLOOKS @16/ 0,(' 588-2342 OFFICE J) CEILING DIAPHRAM PER SSTD 1099 SECTION 306,3,12x FIG, 306H 2x4 DIAGONAL @ (2) NAILED wITH (2) 12d COMMONS@ FROM END OF LATERAL BRACES TO VERTICAL OF GABLE TRUSS CONNECTING ALL TRJSSES, BRACES AT BOTH GABLE ENDS NOTE: THIS STRUCTURE HAS BEEN ENGINEERED FOR FOLLOwING OPTIONS: DOORS AND wINDOwS OPEN (PARTIALL Y ENCLOSED BUILDING) \v'INDO\.J 8,DOOR MANUFACTURERS TO PROVIDE CERTIFICATION THAT THEIR \v'INDO\.JS AND DOORS \v'ILL wITHSTAND THE FORCE RESUL TING FROM THE SPECIFIED DESIGN C2xC wIND PRESSURE AND PROVIDE INSTALLATION INFORMATION TO THE BUILDER SUCH THAT wHEN INSTALLED PER SAID INSTRUCTIONS THE '''/INDOw wILL PROVIDE THE CERTIFIED PERFORMANCE THE CONTRACTOR IS TO INSTALL THE wINDOwS AND DOORS ACCORDING TO THE SPECIFIC INSTALLATION INSTRUCTIONS SUPPLIED BY THE \.JINDO\.f AND DOOR MANUFACTURER BUILDER TO HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF IN$PECTIm~ FOR REFlEw BY THE BUILDING INSPECTOR, STRUCTURAL PAJVELS NOTE: wOOD STRUCTURAL PANELS OF SIDE wALLS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND THE BOTTOM PLATE A Ro\,f OF 10d NAILS @ 3" 0,[, SHALL BE 1/2// MINIMUM FROM EDGE OF BOTH TOP PLATES&BoTToM PLATE, USE TwO STAGGERED ROwS OF NAILS ON 3H o,C @BOTTOM PLATE &6'1 @VERTICAL EDGES2x12" IN FIELD USE 8d NAILS @ 6'1 @ VERT, EDGES&1211 O,c, IN FIELD ~1/--",","" PRE ENGINEERED \./D TRUSSES @ 24" O,c' 47PSF LOADING/SHINGLES/120MPH wIND LOAD USE SIMPSON H10 HURRICANE CLIPS @ALL TRUSS TO PLATE CONNECTIONS (BOB HANLEY TRUSSES @352-302-1555) , (\J ~.. --Y--Oii---Oi- - t-cc Y--Oi~--T- ~i~-T--- I II ~( II 1; / II II I I I I II II II I' II II I I I I II II II II II II I I I I II II II II II II I I I I ~~ +1 ~ II 1~1t-- [I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II II II II ~ ---it - -=r -=-=r - -=+t - ~ - -=tr ---it - ---=+t - ---=r -=-11 SIMPSON SP2@-- STUD TO TOP PLATE CONNECTIONS AS NOTED I 2x4x II CONTIN US LATERAL BRACE (4' O,C, AX) Nf~ILE wITH (2) 12d COMMONS TO BO TOM CHO S OF TRUSSES GABLE END CONSIDERATIONS: OVERLAP GABLE SHEATHING OVER DBL TOP PLATE TO 21/x6" SPLICE BLOCKS AS SHOwN 2 ST AGGER ED ROwS OF 10d NAILS @3" 0,[, @EDGES OF BOTH PANELS @ SPLICE BLOCK @ ~LOPLAY OH DOOR RATED FOR PRESSURES RESULTING FROM 110 MPH wIND (ACTUAL wIND PRESSURE SHOwN) II II CD NGINEERED TRUSSES@ 24" O,c, (6) REGULAR TRUSSES~(2) GABLE END TRUSSES - 24" O,C, - II IT-II II II "-- 2X4 BI K'NG ~ NOTE: 2x4 BLOCKING BETwEEN FIRST FOUR TRUSSES 48'1 O,C, MAX NAILED w / (2) 12d NAILS @ EACH END NOTE: OVERLAP SHEATHING ONTO GABLE USE 10' PANELS @ ENDS SwINGING DOOR LATCH wi LATCH LOCK +18 +:0 PSF PSF DBL 2/1x4" TOP PLATE TYP, BOTH GABLE ENDS FOR BALOON FRAMING DBL 2x4 TOPPLATE ;- HEADER @8/ DOOR d DBL 2x12 w/(l) LAYER 1/2'1 CDX TYP 2x4@16'1 o,C, CONSTRUCTION 2'IX6" DEADwOOD USE 16d NAILS @8/ O,C, TO SECURE DEADwOOD TO DBL TOP PLATE I J -q- I - GRADE , o d USE 16d NAILS 8' O,C FROM BOTTOM CHORD OF GABLE TRUSS TO DEAD wOOD , ~ USE 8d 4'IO,C, NAILS TO FASTEN 1/2'1 CDX STRUCTURAL SHEATHING TO BOTTOM CHORD +19PSF -21PSF 2"X4'1 BLOCK IN 5/8/lx8'1 .J BOLT (wI wASHERS/NUTS CORROSION RESISTANT / , ~ II II II II II - ROOF' Ll\YOU1' -1 1-1' I .= . 20' -i .... 22' t TYPICAL SHEAR WALL& ~ GABLE END DETAIL ~.-1'- SIN LE PT 211X4'1 BOTTOM PLA TE SECl RE TO CONCRETE FOOTING \-IITH 1/21/XS SLEEVE ANCHOR 3" IMBEDMENT OR EQUIV 1/211x8" J BOLT APPROX 24/1 O,C, AND BOTH SIDES OF DOORS AND wINDOwS 2"X2'1 SQ STL wASHERS II @ CORNER DETAIL '-1 1/2" OSB OR CDX SHEATHING NAILED w 18d @6'1 O,C, @ EDGES 2x IN FIELD, COVER wITH 15# FEL T OR TYVEK APPL Y VINYL SIDING TO NA TCH EXISTING HONE PER NFGRS SPECIFICA TIONS, USE SIMPSON MST 24 DR EQUIV, (TYPICAL" 2x6 SPLICE BLOCKS 2'IX411 @161/OC CONSTRUCTION FASTEN TO PT 2x4 BOTTOM PLATE wi SIMPSON SP1 DR EQUIV FASTEN TO DBL TOP PLATE wi SIMPSON SP2 DR EQUIV, -". 20' F'RONrr ELEVl\rrION EXrrERIOR ~ 22' , Q) 1 1...:J Z >--< ~WC3 VJ5D --.Jz-.J W ~ ZVJw 0<[ H U ~O..- Z ~ W--.J , 0..- SWVJ --.J W ~ 'D VJ<[x ::JL:JC'\J II II II II II II II II " " II " " II II II " " . . JID :: " " " " " " " " ~ II II II II II II II II II ~ " II " " " " " " II ~ " " " " " " " " " FASTEN 2x4 CRIPPLES TO TOP PLATE 2x DBLE 2x12 HEADER wi SINPSON CMST OR EQUIV, ENGINEERED ROOF TRUSSES @ 24'1 O,C, BOB HANLEY TRUSSES @ 352-424 0858 NOBILE 588-2342 OFFICE 201 '-1 I I I I ~ I I ~. 20' ~ ~'t"'\~, \\\J\ '-"\ ~ "~""-.J ~I"'t\ <1:;;'1> ? ... r \\0 ~" "'4..~~~~. , Q) ,rrP ~,.....::; '7 ~\r~\\? V;~ . >Ii,)' l\V~ , rY" '\ II II II II , I II " " II " " II " " II II " II II " II " " II II " II " " " II II II II \I " II " II " " " " II " " " " " " " II II " " " " II II ~ ~ ~ 4 1/-1-< t' i J +19 PSF -21 PSF1 , Q) 0) I (~ ~~ , " I ,t, DBL 2'lx12/1 W/1 LAYER 1/2" CDX .. 'n- 2'x4' STUD CONSTRUCT! N @16' D,C, 1+1' PT 2'x4' BOTTOM PLATE (2) lOci NAILS @ 12' 0, , SINGLE PT 211X4'1 .. I Wi' 1\ , .,t ,h--- " 12/ ~ ~ 112// OSB DR CDX SHEATHING NAILED w 18d @6" O,C, @ EDGES 2x IN FIELD. COVER wITH 15# FEL T OR TYVEK APPL Y VINYL SIDING TO MATCH PER MFGRS SPECIFICA TIONS, EXISTING HONE PT 2'IX4/1 SINGLE --.:ii 12' / F'RON1' ELEV1\1'ION SIMPSON HD5A OR EQUIV, APPLIED PER MFGRS SPECS TYPICAL BOTH SIDES OF DOOR 4' SLAB 3000 PSI CONCRETE MONOLITHIC SLAB/FOOTING \.j /2 #5 REBAR CONTINUOUS ON CHAIRS 4H SLAB w /6Hx61'-#10/10 \';wM DR FIBERFILL CONCRETE OVER 5 HIL POL YFILM OVER CLEAN COMPACTED TERMITE TREATED SOIL AND PERMI-~NENT SIGN IDENTIFYING TREATMENT PROVIDER_SCHEDULE OF INSPECTION ON INTERIOR wALI_ BY ACCESS DOOR END ELEV1\rrrON F'l\CING srrREE1' --SIMPSON HD5A OR EQUIV APPLIED PER MFGRS SPECS TYPICAL BOTH SIDES OF DOOR REl\R ELEV1\rrION RIGH1' END ELEV f\rrION F'RON1' ELEV 1\ 1'ION F'Rl\NIING Do, via w, Sr'lith, P.E,tf 53608 \\\~\()I ENGINEER LICENCE #53608 DESIGNED FOR 110 MPH \./INDZONE PASCO COUNTY BOB JOHNSON ) 5621 BENTON ) ZH ) FL D.vV.SlYIIrrI-I ENGINEERING FLORIDA PROFESSIONAL ENG[NEER LICENSE NUMBER 53608 C'ustom flo'me PlCLn SeTvice 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 PHONE: 352-521-0865 FAX: 352-521-0867 E -HA I L: zephyr27~gte, net 813-783-8591 STORAGE SHFD SHEET OF I hereby certify thClt I hClve reviewed this plCln Clnd \found it to be in cOMpliClnce with SECTION 1606 of' the FloridCl building code for 110 Mph windzone, 1 OF FAY 'VILBER 782-7699 SCALE DATE 1/4"=1 FT DEe 3,02 DESIGN/DRAwN CHECKED D.W.SMITH,P.E. PART NO. EI_EV, NOTES