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07-6619
Zephyrhills
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2007
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07-6619
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Last modified
3/6/2009 4:35:25 PM
Creation date
10/31/2007 11:18:10 AM
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Template:
Building Department
Building Department - Doc Type
Permit
Permit #
07-6619
Building Department - Name
SCALETTA,LAWREANCE
Address
38131 KELLY LYNN CT
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<br />. <br />2- "'DE X .050 EXTRUDED STRAP 0 EA. BEAM CONNECTION <br />W/ 1/"-' .>r 2- G SCREW THRU STRAP INTO FASCIA. <br /> <br />(2) 110 X 3/4- TEKS <br /> <br />SUPER GUTTER CONNECTIONS <br /> <br /> <br /> <br />(2) #10x3' SCREVS ~ EA. RAFTER (Typ,) <br />(PRE-DRILL TO ENSURE HITTING RAFTER TAIL) <br /> <br />opnONA <br />PURUN <br /> <br />P. T. LUMBER BLOCKING <br />(CONT.) IF REQ'O. <br /> <br />- X 2 1 - X .050- SECURED TO GUTTER <br />IV, 110 X '4 TEKS. 0 1 O.c. STAGGERED AND <br />TO BEAM W/110 X 3/"- TEKS. 0 ,- O.c. <br />(STAGGERED ON EA. SIDE) <br /> <br />OPTIONAL STRAP CONNIOCTlON <br />.040- X 1 1/2- STRAP <br />o EA. ALUM. RAFTCR <br />OB. <br />2- "'DE X .050- EXTRUDED <br />STRAP 0 EA. BEAM <br />CONNECTION W/ 1/4* X 2- <br />LAG SCREW THRU STRAP INTO <br />FASCIA W/ (2) 110 x 3/"- <br />TEKS INTO. SUPER GUTTER <br /> <br /> <br />(2) #10X3- SCREMS 0 EA. RAF7FR <br />TO ENSURE HlmNG RAFTCR TAIL) <br /> <br />#10 X :s- 02"- O.c. (MAX) <br />(2) 110 X 3/"- TEKS <br /> <br /> <br />5- OR 7- <br />SUPER <br />GUTTER 110X2- SCREMS <br />o 16- O.c. (TYP.) <br />MOOO FURRING 0 EA. <br />RAF7FR IF NEEDED. <br />S.M.B. &- GUTTER CONNECTION <br /> <br />OPTION 3 DETAIL <br />AU. DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN <br /> <br />S.M. &- GUTTER CONNECTION <br />OPTI N 2 DETAIL .---- --- <br />AU. DETA. SAME AS OP11ON 1 EXCEPT AS SHOWN <br /> <br /> <br />2- "'DE x .050- EXTRUDED STRAP 0 EA. BEAll CONNECTION, <br />W/ MIN. (2) #10 x 3/4- S.M.S. 0 EA. END <br /> <br />110 x 3/"- S.M.S. <br />o 6- O.c. <br /> <br />COMPOSITe: <br />ROOF PANEL <br /> <br /> <br />I l' MAX. O.H. OR I <br />[3- OR ,,- ENGINEER DE:SIGNED 'V <br />CARRIER BEAM OR WALL TOP <br />PLA Te: (DESIGNED TO CARRY <br />COMBINED ROOF PANEL .t <br />Sl/B / GUTTER LOADING) <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004 <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />cl- CHAP. 6 OF ASCE 7 FOR 11D-150 MPH <br />WINO VELOCITY (3 SEe. GUST) EXPOSURE B d: C. <br />110I0 AF7ER 2-1 09 <br /> <br />DA WD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA ~N, FL 33880 <br />(863) 299-1048 P.E. 32186 <br /> <br /> <br />S.M.B. &- GU R CONNECTION <br />OPTION 4 D AIL <br /> <br />Pg. 1-G <br />
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