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02-1457
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02-1457
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Last modified
3/6/2009 2:54:24 PM
Creation date
11/16/2006 10:23:57 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1457
Building Department - Name
BRYAN,MARILYN
Address
4803 TIMBER WY
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<br /> <br />2"x2" x 1/8" L each side of post <br />(req'd on posts thai support main roof beams) <br /> <br />(2) #12x3l4" SMS <br />hru angle into post <br /> <br />NOTE: Use additional 2x2x1/8 angle from post to <br />slab for posts 2x4 and larger, Use 1/4"x2-1/4 <br />"Ouicksets" or "Tapcons" thru angle inlo slab, <br /> <br />Same fastening <br />as typical <br /> <br /> <br />2-1/2" <br /> <br />(4) #1Ox2" SMS THRU 1X2 BASE <br />CHANNEL INTO INTERNAL <br />SCREW BOSSES OF COLUMN <br /> <br />31B'\<3 Wedge boll 0' Sleeve anchor Ihru 1x2 base channel inlo slab, <br />2" minimum penetralion into slab. <br />AddHionally use 1/4" x 3" "Quicksels" @ 24" o,c, thru base channel <br />around all wall permieter and within 6" of post or column. Minimum 2' <br />penetration into slab. <br /> <br />Typical PostlColumn To Slab Connection <br /> <br />NOTE: NO FOOTING REQUIRED ON SLAB WHERE A MINIMUM OF <br />3' WIDE WALI<CNAY EXISTS BETWEEN WATER'S EDGE OF POOL <br />AND EOOE OF SLAB & ALSO THE FINISHED GRADE DOES NOT <br />EXCEED A 2/12 SLOPE, OTHERWISE SEE FOOTING DETAIL PAGE 23 <br />FOR SCREEN ROOMS LESS VAPOR BARRIER FOR POOL ENCLOSURES <br />ONLY, <br /> <br />(4) #8x9/16" SMS <br />thru clip info chairrail <br />( two each side) ~ <br /> <br />ALTERNATE:(4) #10x2 SMS thru <br />beam or post into inlernal screw <br />bosses of purlin or chairrail <br /> <br /> <br /> <br />RECEiVING CHANNEL <br />t= ,055 +/.,005 <br /> <br />1-1-/2" x 2-1/8" x 2" aluminum clip <br />allached to beam or post with (4) <br />#8x9/16" SMS <br />Typical Chairrall Or Purlin Connection To Post Or Beam <br />(And Alternate Detail) <br /> <br />~1[~. ~a~ W~~Rw~nER <br />'12:r;3l4 screws 12" O_C <br /> <br />(5) #aX5/S" sheet melal screws wI 3/4" <br />diameter washers IhnJ pan into carry beam <br />per' 2" wide rool pan. <br />(7) #10x4" sms per 48' wide compositl!l <br />panel. <br /> <br /> <br />Use 1"x 5"x, 125"x 4" wide <br />:7~3I:t se;,;~~~~':;":'"I~P (;~d <br />(3) # 12x3l4 sms Inlo cany beam <br /> <br />3' riser x 120 wide inlerlocking <br />Roof Panels or foam <br />composite panels <br /> <br />(2) 112'x3-1/2" galvanized thru <br />bolt with 1.1/4- washer both <br />ends from outside face of post <br />into guller <br /> <br />3X3X,D93 MINIMUM POST <br />NOTCHED FOR CARRY BEAM <br /> <br />TYPICAL SUPER GUTTER. CARRY BEAM <br />POST/COLUMN CONNECTION DETAIL <br /> <br />& <br /> <br />(2) 1/2"x3,1/2" galvanized <br />thru boll with 1.114" washer <br />both ends Irom outside face <br />of nolched pool, Ihru beam, <br />Lower bolt confinues Ihru <br />into super gutter. <br /> <br />.': 2 '~lo;2~~~'i~~C'~iti~'6~ <br />...... .' "'~UMN INTONTERNALSCREW <br />. .. '. ': '.': . . ',BOSSES 0': 1 X2 <br />:::::':::::::'):::'::.,:: ,:::'";t~:~.7,\,:::,:,:::.:<<< <br />ALTERNATE FOR <br />SELF-MATING OR <br />SNAP COLUMNS <br />TO SLAB <br />CONNECTION <br /> <br />/ 1 "x ,125" aluminum flat bar slrap or <br />extruded kickplale channel configured <br />#10x3/4 sms as shown at each beam to pur/in connection <br />'Optional Strap Brace between <br /> <br />Purlln and Beam <br /> <br />. To increase main beam spans (see charts) <br />Can also use detail shown below for equivalent resulls <br /> <br />(4) #10x3l4" sms thru <br />clip info beam al purlin <br /> <br /> <br />(6) #10x3l4" sms thru <br />clip into beam <br />below purlin <br /> <br />~\U 2"x2,35"x,125" heavy gauge receiver clip <br />'ItT as shown at each beam to purfin conneclion <br />. To increase main beam spans (see charts) <br />'Oolional Extended Receiver between Purlin and Beam <br /> <br /> <br />(1) #BXll2 SMS thru Pan Header flange <br />into intertocked roof pan riser. <br />'Bx3/4 SMS thru tlashing <br />Jllnto pan risers C 24" D.C. <br /> <br /> <br />(2) .1 Ox3" SMS thru Pan Header Channel <br />G each truss or rafter tail position <br /> <br />IrBx9/16 SMS thru header nange <br />into bottom 0' pan. (4 per pan) <br /> <br />Allach lip of SUPER <br />GWTTER <br />10 S.M. Carry Beam with <br />112;(3/4 screws 12' o.C, <br /> <br />/ <br /> <br />ALTERNATE: <br />Use (I) '1'0.' SMS Ihru aao_eda..-..:j 01 roof pans <br />Inlo EJdrudtJd pan he8dolr a ... o_c. Irllllelld 01 <br />8mtIlh,v bonom 01 He;ader Channel <br /> <br />Roof Panel Receiver Channel <br />Connection Detail into <br />Wooden Fascia Board <br /> <br />(4) #8X3I4' sheet melal screws with 314' <br />diameter washers thru pan into super gutter lip <br />per 12' wde roof pan, <br />(7) N1Ox4" sms per 48" wide comp05ite panel. <br /> <br />3' riser x 12- wide intsnocking <br />Roof Panels or foam <br />composile panels <br /> <br />5" SUPER <br />GUTTER <br /> <br />Use 1"x 5"x,125"x4" wide <br />angle al each beam with (3) <br />#12x314 sms thru gullerip and <br />(3) #12x3l4 sms Inlo carry beam <br /> <br />3X3X 093 MI NIMWM POST <br />NOTCHED FOR CARRY BEAM 'HEADER' CHANNEL FASTENER SCHEDlILE TO HOST STRIiCTURES <br />CONCRETE/MASONRY HOST STRUCTURE <br />b~~~~f~fJ~~~~~~~~~~~~L~mi~Q~d~~~~~~J'I~ 15" o.e <br /> <br />ALTERNATE SUPER GUTTER CARRY BEAM <br />& POST/COLUMN CONNECTION DETAIL <br /> <br /> <br />2''x2''x.12S''x 4"lon9 angle fastened <br />10 carry beam at each 3x3 post <br />pos~lon, (2) #1DX4" sms thru post, <br /> <br />beam and ang~, <br />S.M. CARRY BEAM <br />STITCHED 0 g~ oc <br />wilh II 12x3l4 SI11!1 <br /> <br />Attach lip of SUPER GUTTER <br />to S.M. Cany Beam with <br />.12x3/4 screws 12" o.C. <br /> <br /> <br />(5) #BX5/So sheet melal screws W/3/4" <br />diameter washers thru pan into super guller lip <br />par 12" wide roof pan. <br />(7) .10x'" sms per 4S' wid. composite panel. <br /> <br />3' riser x 12" wide inlerlocking <br />Roof Panels or foam <br />composile panels <br /> <br />(2) 112X3/4 SMS THRU <br />2><2x1/8 ANGLE INTO BEAM. <br />~2,l~~W;;;M~~Jr/~LUMN <br /> <br />3X3X,D93 MINIMUM POST/COLUMN <br />NOTCHED FOR CARRY BEAM <br /> <br />ALTERNATE SUPER GUTTER. CARRY BEAM <br />& POST/COLUMN CONNECTION DETAIL <br /> <br />WOOD FRAME HOST STRWCTURE <br />I-Ati I t;:N H~t;l::lV!::H t;HAN\ll:::.L (~ANHI::AUI::H) ,^,IIH "10X2" l:iM; INI U tJlYWUUU <br />COVERED FRAME WAlL 0 16" oe, (must raslenlo 2x studs) <br /> <br />t!;-FOR <br /> <br />SINCE KEN ZECHIEL, PA <br />1960 CONSULTING ENGINEERS <br /> <br /># 'Dx 1 Sms Thru 2x2x.040 <br />brakelorm or exlruded angle <br />Inlo Fasda Board 0 12' o.c. <br />#8x3l4 SrT5 Thru Angll'J <br />Into Each Pan Riser <br /> <br />These Slanda,ds & Plans Meets The 2001 Florda <br />Building Codes wHh Currenl Revisions & Section 1600 <br /> <br />Maximum Wind Speed 1.3 D mph <br /> <br />KENNETH C, ZECHIEL, P,E, 09931 <br /> <br />IIBxQ! 16 SMS Ihf\.l header ehannel flange <br />Inlo bollorn 01 pan. (" per pan) <br /> <br />4316 New Riverhills Parkway Suire 11 <br />Valnco, Florida 33594 <br />(813677-7882 <br />(813) 689-2775 FAX:(813) 657-8950 <br /> <br />ROOF PAN OR FOAM COMPOSITE PANEL <br />
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