07-6619 - Laserfiche WebLink

Browse Search

fiIJ1E.. see OCTAlL ON RIGHT H1HEN HOST STRUCTURE IS MASONRY (1) /10 x :]/4- w. HEAD SUS 'toP OF RISER. FOR ItOOO CONNECTION USE /10 x 1-1/2- W. HEAD SUS. THRU ROOF PAN Ie BOX HEADER :r ON CEJoITCR INTO HOST STRUCTURE. (4) PER ROOF PAN /10 x 3/4- TEl< " 3- O.C. INTO BEAM. 6- STEP FASCIA W/ /10 x 3/4- SM.S. " 12- O.e. THRU RISER INTO \ 2~x2-xa~-STI~ER (SEE Pg. 2-H FOR ROOF PAN DETAIL) BEAM PER DESIGN TABLE "'- IS. :z: ). I ~ [FXTRUDEO. HEADER W/1/4-" x 2 1/4- TAPCONS " 8- O.C. STAGGERED 1) /10 x 3/4- S.M.S TOP OF EA. RISER ~ '2. IlIOE "'IN. PANS /10 SM. 50 "3- O.e. MIN. (4) PER PAN MASONRY / HEADER ~ A TTACHMENT DETAIL N. T. 50 " 1 1/8~ 20 GA. x 16- GAL V. TEEL STRAP 3-xJ- ALUM. POST (see Pg. 2-F) (MIN.) 1/4-" THRU BOL T W/ WASHER d: NUT 3 7/B-x 2-x 2 1/2- ANGLE (EQUIV.' TO SIMPSON A24) W/1/2-" THRU BOLT AND 1/2-" CONe. ItNCHOR BOLT TYP. SECTION DETAILS N.T.S. 4- MIN. 4- MIN. 4- 3-x3- IILUM. POST (see Pg. 2-F) f-3 1/2-x1/4-" THRU BOLT APPROX ,,- ON POST 3- IILUM. CASTING W/ 2-3 1/2-x1/4-" 00 THRU BOLTS AND 2-1/4-tlx2 1/2- 4- 10-x1-x1/B- IILUM. FLA 18AR STRAP' 4- .JOOO P.S/. CONe. SLAB 4- 4- 3000 P.S/. CONe. SLAB 1/-1-" x 2 1/2- TAPCON (2) 1/4-" x 2- TAPCON o o. FOOTING HEA VY DUTY POST / STRAP A TTACHMENT DETAILS USE OF ONE OITAIL IS REQUIRED H1HEN WIND IS> 120 MPH N. T.S AND CONTRlBUTARY LOAD IS > 100 S.F. 2- x _-(see Pg. 2-F) ___/10 x ,- S.M.S. PER POST INTO INTCRIOR SCREW SPUNES ,- x 2- OPEN BACK 'LATE: /,- x ,- x 1/16- x 2- IILUM. CUP W/ (2) /10 x 1/2- TFJ( SCREWS IN EA. DIRECTION (1) 1/4-" x 2 1/4- CONe. A.S. OR TAPCON " 2"- O.e. NOTE:: A T CORNERS USE (1) 1/4-" x 2 1/4- EA.. DlR. " 4- (MAX) FROM CORNER. : - ,'" ; : .'.4: '.J, ....... . .' #. :'0 ~ .... :" ..' ~..~ ~. .. , ":,' . ..... -0, I' ..." ~1 X 2 IILUM. BASE PLA. TE: . . ~ . ~.. BASE PLA TE CONNECTIONS N. T.s. (2) 1/4-" STl.. THRU BOLTS (TYP.) (EQUIILLY SPACED) (FOR 2 X 8 Ie 2 X 9 SUB - USE (3) BOLTS. FOR 2 X 10 SUB -USE (4) BOLTS). 2x7'ALUM. BEAM POST' CONNECTIONS 3-xJ- ALUM. COL (CARPORTS '" I1PDI PATIO) N. T.S (SEt Pg. 2-F) . NOTE:: THE BELOW DESIGNS WILL CARRY A CONTRlBUTARY LOAD OF 150 S.F.-NEW 8-x8- FTC. (100 S.F.-EXIST. ,,- SLAB) lil-UM. BASE INSERT W/ (2) 1/4-" X 2 1/2- TAPCONS r!l (2) 1/4-' THRU SOL TS 2- X 2- X 1/8- ALUM. ANGLE W/(2) 1/"-' X 2 1/"- TAPCON ON C2J :iI<<S. OF COLUMN W/ (2) 1/4-" THRU BOL TS J 1/8- X 1 1/2- X 1/8- RECE/llfNG CHANNEL W/(2) 1/4-" X 2 1/4- MCONS Ie (2) 1/4-" THRU BOL TS . QE. OF THE ABO~ MA Y BE CONNECTED TO IK>OD HEADER BY SUBSTITUTING <'", ; ':. . ~~ :: "/ ,~ .~~ .~:~~~':u .~~- MIN. EMBED) FOR TAPCONS. .~ ;... . ~.' 'I r;.... ..~~:.~,4~~ :...... 31/2- ".:" ,;,... : :.' "':~.l ';' ':. :,,' : ......... (MIN.) ',,~' '0' ~~.".I :~.:."~:' .l-.'.,,:,~,;.... , EXISTING 4- C. SL.A~ W/ NO.,., ACKS WITHIN 30- OF POST QE. NEW THK'N 8-x8- MONO FOOTING W/ (1) 15 CONT. OR I+OOD De, W/DBL. 2x6 (MIN.) pERIMETER HEADER THESE STRUCTURES DESIGNED WITH THE 2004 FLORIDA BLDG. CODE W/ 2006 SUPPl..EMENT & CHAP. 6 OF ASCE 7 FOR 110-140 MPH WIND VELOCITY (3 SEC. GUST) EXPOSURE B & c. VOID AFTER 2 1-09 DA \liD NORRIS ENGINEERING 112 COl..EMAN RD. WINTER HA YEN. FL 33880 (863) 299-1048 P.E. 32186 Pg. 2-G