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ENGINERR'S NOTES: <br />1) THE BASIC DESIGN WIND SPEED =110 MPH, 3 SEC GUST <br />2. THE WIND IMPORTANCE FACTOR= 0.77 <br />3. THE WIND EXPOSURE CATEGORY IS 'B' <br />4. THE INTERNAL PRESSURE COEFFICIENT FOR OPEN CARPORT = 0.0 <br />THE BUILDING CATEGORY PER ASCE TABLE 1 -1 = I <br />5. THE COMP. &CLADDING PRESSURES: ROOF ZONE 1B= +10/ -22 PSF <br />LATERAL MWFRS PRESSURE ON COLUMNS: 17 PSF <br />ROOF DESIGN WIND LOADS: @ I =0.77 +18/ -19 PSF <br />MAY BE USED FOR ADDITI ❑NS TO MOBILE HOMES FASTEN REC CHANEL/HEADER DETAIL H — 1 <br />MODULAR & PARK MODEL HOMES AS WELL AS TO HOST P.T. Zx4 MIN FACIA V/ ALTERNATIVE <br />SITE BUILT BLOCK OR FRAME HOMES 110x2• SMS o LAG SCREWS <br />8 12 OL MAx C2l BOYS STAGGERED ENLARGED VIEW <br />F/STEN PANS ORCOW. PANELS T O FACIA ATTACHMENT <br />PT 2'x -' PERIMETER <br />ROOF TO <br />HOST BEAM <br />2x_ SMB EDGE BEAM <br />TYPICAL PAN ROOF CONNECTIONS FOR 110 KPH , 3 SEC GUST <br />° 'j ° o o ° <br />12'x3' PAN ROOF /. OX ENDS C4' PANS <br />FASTEN TO BEAM V. T ATTACHMENT <br />(3) 110x3/4' WASHER/ & FASTEN TO HOST STRUCTURE <br />SEAL HO TECH SCREWS@ BOTH ENDS V/ 112 x 1' LAGS (3) PER PAN <br />DETAIL B <br />RISER PAN <br />FASTENING DETAIL <br />3'x4' COMPOSITE PANEL <br />3'X3 1/8' REC. BREAK FORM CHANNEL <br />ROOF FASTEN W/ #14x4 1/2' <br />ATTACHED TO HOST STRUCTURE <br />@ S' O.C. AT ENDS AND RAKES <br />W/ #10X3' SMS CORROSION RESISTANT <br />FASTEN VALENCE CAP W/ OR <br />@16' O.C. TO HOST FACIA 2x6 MIN <br />#Bxl /2' CORROSION RESISTENT 12'x3' RISER PAN ROOF <br />STRIP SEALANT BETWEEN FACIA &HEADER <br />WASHER HEADED SCREWS FASTEN W/ (5) #10x3/4' WASHER/ <br />ALUM FLASHING INSTALLED <br />SEAL HD TECH SCREWS@ BOTH ENDS <br />v 6' O.C. AT RAKE EDGES <br />UNDER DRIP EDGE <br />3'zl PAN INSTALLED 6 MIN UNDER <br />FIRST ROW OF SHINGLES <br />AND 12' OVER RISER PAN OR <br />COMP. PANEL ROOF <br />18 X 1/2' CORROSION RESISTANT <br />1 CALL PLRPOSE c6 <br />\C ' 11 l` <br />-}-- -' / EX TING <br />,/ ' ROOF <br />REFER TO INCLUDED SITE SPECIFIC SHEET <br />INDICATING WHERE CONNECTION IS APPLICABLE <br />062'1NTERNAL U CUP <br />V/ (6) 1 /4'x 3 1/2' TAPCONS <br />2' MIN IMBEDMENT IN 2'x6' 3'x3' ALUMINUM COLUMN <br />PERIMETER JOISTS <br />- CORROSION RESISTANT <br />ALTERNATIVE X5/16-16 HEX HD BOLT, WASHERS &NUT <br />2'x2'x.0`A2 H / CORROSION RESISTANTC2) <br />I \,, �B <br />5/16 HEX HO BOLT, x_ SMB <br />PANS <br />WASHERS &NUTS <4> ALUM BEAM <br />CORROSION RESISTANT <br />T StRUCtIR <br />ALUM FLASHING <br />O <br />O <br />H <br />ALUM COLUMN <br />3'x4'x.024' COMPOSITE <br />ENLARGED VIEW 9) C <br />E IsTNIT <br />COLUMN TO SMB <br />T <br />t / <br />3'x.4'x.032' COMPOSITE <br />r <br />W PANELS <br />A E <br />r` U <br />PT 2x4 DECK <br />FASTEN TO JI <br />W /#8x3 DECK <br />FRONT ELEVATION <br />ALSO TYPICAL FOR 4TH WALL <br />LENGTH AS REQ'D <br />POST TO DECK <br />CONNECTION <br />-EDGE BEAM SPAN- <br />8' O.C. MAX W /2x4 SMB <br />8' -6' O.C. MAX W /2x5 SMB <br />9' -6' O.C. MAX W /2x6 SMB <br />10' O.C. MAX W /2x7 SMB <br />- COMP, PANELS OR PAN ROOF <br />EDGES OF PANEL FINISHED W/ <br />RECEIVEING CHANNEL FASTEN W/ <br />#10x3/4' TEKS @ 8'O.C. <br />E� <br />SST SIR C <br />FASTEN RECEIVING CHANNEL w <br />TO HOST STRUCTURE <br />WITH #10x2' LAG SCREW <br />@ 16' O.C. (2) ROWS <br />FASTEN PANEL TO REC. <br />CHANNEL W / #IOXJ' TEKS OR <br />EQUIV. @ 8' O.C. MAX. o <br />2 <br />INSTALLED LNDER DRIP EDGE OR V <br />LNDER FIRST ROW OF SHINGLES <br />1/4' SAWCUT NOTCH <br />M ALI <br />PANS <br />FOR FLASH <br />SEAL WITH CAULK <br />3'x12'x.032' ALUM <br />T StRUCtIR <br />ALUM FLASHING <br />18 ' - 4' MA <br />3'x12'x.26 GA GALV. STEEL PANS <br />H <br />3'x4'x.024' COMPOSITE <br />0 <br />E IsTNIT <br />T <br />A�LLpPURP�O PURPOSE SCREW <br />3'x.4'x.032' COMPOSITE <br />PANELS <br />W PANELS <br />S <br />T <br />R <br />u <br />C <br />T <br />U <br />R <br />DOE OF PANEL FINISHED V/ <br />RECEIVEING CHANNEL FASTEN W/ <br />E <br />110x3/4' TEKS R D'OL. <br />FASTEN RECEIVING CHANNEL <br />TO HOST 2x4 MIN FACIA VIT14 <br />1IDx2• LAG SCREVSD 12 OL MAX <br />o <br />(2) ROWS STAGGERED <br />FASTEN P ANE L TO REC CHA`IEL VITA <br />DETAIL <br />FIDxD/4• TEKS CN EOUIV. R Ir O.C. MAX. <br />PANEL ROOF TO HOST WALL <br />4'MAX O.C. -- <br />TYPICAL <br />NOTE: NO FOOTER REQ'D EXCEPT WHEN ADDRESSING ERROSION <br />4' 2500 PSI NOMINAL. SLAB V/0 FOOTER HAY BE USED ON LEVEL GROUND UP TO <br />SLOPES OF 1'/12' 6 UNDER 16' PROJECTION FROM HOST, THEN USE 8•x8' FOOTER. <br />H &W12'xl2 FOR GRADE SLOPE GREATER THAN 1'/12' UP TO 2 '/131 GA INTERNAL ALUM BASE <br />H &V= 12'x16' FOR GRADE SLOPES GREATER THAN 2'/12 PREDRILL VERT FLANGES <br />NEW SLABS TO HAVE EITHER 6'x6'- #10 /IOVWM (2) 3/8 THRU BOLTS <br />OR FIBERMESH�7 WASHERS &NUTS <br />CORROSION RESISTANT <br />11 GA INTERNAL ALUM BASE <br />PREDRILL VERT FLANGES <br />(2) 3/8' THRU BOLTS <br />1 �►• u <br />[--4- <br />FBC PLANS & ENGINEERING SERVICE INC. <br />38351 COUNTY RD. 54 <br />ZEPHYRHILLS, FL. 33542 <br />1- 866 - 824 -7894 TOLL FREE & FAX <br />1/2'12 ' MIN SLOPE <br />2x SMB EDGE BEAM FASTEN 2x- SMB TO WALL <br />FASTEN TO POST W/ RECEIVING CHANNEL <br />PER DETAIL W/ (7) #10x1' TEKS <br />B EACH SIDE PER <br />POSTS WITH TRIBUTARY AREA OF 72 SQ FT MAX <br />'x3'x.063' FLUTED AL POSTS HT =9' -0' MAX <br />3'x3'x.093 AL POSTS HT =10' MAX <br />3'x3'x..125' AL POSTS : HT =11' MAX x <br />FASTEN TO SLAB PER DETAIL Q <br />NOTE: IF POST HTS GREATER THAN LISTED ARE NEEDED E <br />SITE SPECIFIC ENGINEERING SHALL BE PROVIDED <br />W/TIXED END SUPPORTS (EMBEDDED POSTS AT BASE, IC"✓EE BRACES AT TIP) <br />12'- 0' <br />3'x12'x.024' ALUM <br />PANS <br />MA <br />3'x12'x.032' ALUM <br />PANS <br />18 ' - 4' MA <br />3'x12'x.26 GA GALV. STEEL PANS <br />18' -4' <br />3'x4'x.024' COMPOSITE <br />PANELS <br />21' <br />-6' <br />3'x.4'x.032' COMPOSITE <br />PANELS <br />H <br />0 <br />S <br />T <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br />P. 'H' <br />(4) MIN 1/4' x 2 1/2' WEDGE SIDE ELEVATION <br />ANCHORS OR EQUIV. _ I, <br />RATED 18001 EACH TENSION TYPICAL COLUMN CONNECTION <br />CORROSION RESISTANT 1/2' WEDGE ANCHOR x 4' EMBEDMENT RATED 4700# TENSION <br />TO 2500 PSI 4' THICK CONCRETE SLAB <br />OVER CLEAN COMPACTED TERMITE TREATED SOIL <br />SEE FOOTER NOTE: <br />PER FBC R40312 & 403.1.4 <br />NOTE: FOR EXISTING SLABS WITHOUT SUFFICIENT FOUNDATION <br />Y DETAIL E J /� INDIVIDUAL PIER FOOTERS MAY BE USED AT EACH POST IN <br />END POST _TO_ CONCRETE / \ LIEU OF A CONTINUOUS FOOTER PER DETAIL . <br />I hereby certify that I have reviewed this plan and found it to be <br />in compliance with design requirements of the Florida Building <br />Code, 2007 edition, including 2009 supplements. <br />DAVID W. SMITH THOMAS L. HANSON <br />P.E. # 53608 P.E. # 38654 <br />OR EYE ANCHORS SHALL BE ATTATCHED TO EACH POST PER DETAIL <br />CARPORT /PATIO COVER SHEET <br />1 MONO SLOPE ALUM ROOF 1 OF 1 <br />SCALE DATE <br />ATT CPT <br />SEAL DO NOT SCALE 11/9/10 110 <br />