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<br />2"x2" x 1/1 B" L each side 01 post <br />(req'd on posts 1I1al slIpporl main rool hCdlllS only) <br /> <br />I __ (2) 'lOx3l4' SMS <br />i-t 1111\.1 angle Inlo post <br /> <br />NOTE: Use addlllonal2x2Xl/B angle Irom posllo <br />slab lor posls 2x4 and larger, Use 3/8"x2" anchors <br />on additIonal angle lO slab, <br /> <br /> <br />(-I) '10x2" SMS THRU IX2 BASE <br />-". CHANNEl. INTO INTERNAL <br />SCREW UOSSES OF COLUMN <br /> <br />31B''x3 Wedge boll or Sleeve ancror Ihru I x2 <br />base channel Inlo slab. 2" mlnlffil)m penelrahon into slab. <br />Addlllonally use 1/4" x 3" "QulCksels" @ 24" o.c. Ihru base channel <br />around all wall permleler and Wllh"l 6- 01 poSI or column. Minimum 2" <br />penetralion inlo slab. <br /> <br />Typical Post/Column/Ba.~e Channel To Slab Connection <br /> <br />NOTE: NO FOOTING REQ .=lED ON SLAB WHERE A MINIMUM OF <br />3' WIDE WALKWAY EXIST::. BETWEEN WATER'S EDGE OF POOL <br />AND EDGE OF SLAB & ALSO THE FINISHED GRADE DOES NOT <br />EXCEED A 2/12 SLOPE. <br /> <br />POOL ENCLOSURES ONLY <br /> <br />~ <br /> <br /> <br />6" . <br /> <br />......... - "0 . 6'" <br /> <br />(?) '10x3l4 THRU ANGlE INTO COlUMN <br />each side) <br /> <br />I' I <br />.l co <br /> <br />1 "'" 0<5 "'" C"',ool(,,) <br /> <br />A~:~~St~< <br />y.........' <br /> <br />Secondary angles behind 1 x2 only required <br />when post or column is 2x4 or larger size <br /> <br /> <br />l~ <br /> <br />\ un," ..aUICKSETS. <br /> <br /> <br /> <br /> <br />3'0"x3 Wedge bolt or Sleeve anchor Ihru 2x2x 1/0 angle and <br />lx2 base channel inlo slab, 2" minimum penetration into slab. <br />Additionally use 1/4" x 3" "Quicksets" @ 24" o.c, thru base <br />channel around all wall permieter and within 6" oc of pOSI or <br />column, <br /> <br />/,". <br /> <br />Typical PosUColumn/Base Channel To Slab Connection <br />(TOP VIEW) <br /> <br />NOTE: 2X3 WALL HEADER IS TRANSPARENT TO VIEW UASE CHANNEL <br /> <br /> <br />DESIGN CRITERIA: <br />STRUCTURE CLASSIFICATION: [I..CLOSED DUILDING (ASCE 7.08 6.5.0.4) <br />'APPLICABLE WIND SPEED ZONr:S: 100 mph.130 Irph <br />WIND IMPORTANCE FACTOR: 1=77 <br />WIND EXPOSURE CA TEGORY: BAND C <br />3 SECOND GUST FACTOR PER EXPOSURE CATEGORY <br />OEI'LECTION: USO <br />SCREEN ROOF DESIGN PRESSURE: p= \0 IbsJoq.lI. <br />COMBINED INTERNAL PRESSUFiE COEFFICIENT: GC",..J. 0,18 <br />(ASCE 7-98 TABLE 6.7) <br /> <br />BEAM STITCHING: 24" o,c. WITH . 12x314 SMS <br />SCREEN GAUGE: 18x14 (AIR.PERMEABLE CLADDING) <br /> <br />MAXIMUM LATERAL PURlIN SUPPORT SPACING BElWEEN <br />BEAMS= 6' 6" O.C. <br /> <br />USE RON"L PEAK INSERT AND nON-L EA VE CLIP INSERT <br />RON.L "BCR" BEAM/COLUMN/nAil. EAVE CONNECTOR <br />(SEE DETAILS) <br /> <br />. \\'"uJ "l'ef~d~ th;ll ~.'-:I'l'(l 1.10 "'1,/1 "',,1"11' ,..10' .,1.... II,,' ,;,df:"I.lhnll~ .111" p.1l9tnt"Pfln~1 <br /> <br />Sheet 'i..!J: OF ~ <br /> <br /> <br />f- FOR <br /> <br /> <br />SINCE KEN ZECHIEL, PA <br />1960 CONSULTING ENGINEERS <br /> <br />These Standards & F'lans Meels The 2001 <br />Florida Building Codes w~h Current Revisions <br />Maximum Wind Speed _ rrph <br /> <br />KENNETH C, ZECHIEL. P,E. 09931 <br />Main Offir..,:: 800 E, North 51. Tarrpa. Florida 33604 <br />(113) 237-1933 FA)(: (813) 2J4-a804 <br />43\6 Nt,~~~:~~:~ Suit. 12 <br />(813) 689-2775 FAX:(813) 6S7.8PSO <br />