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<br /> <br />r.) 6' STep FASCIA 11/ Ii/o X 5/S' <br />,/2'o.C. CR <br />"" x t?' x O. 040 <br />STIFFENeR <br />NOTE, FOR OUTSIDE SPANS> It?' <br />USE t?'x3' (VERT.) <br />OR 6' STEP FASCIA <br /> <br />If. HEAD <br /> <br />ROOF PAN <br /> <br />/' X /' X 2' X a 060' <br />ANGLE CL IP W/ (2) <br />11/0 X 5/8' /I. HeAD <br />SHS. EACH WA Y. <br /> <br />FOR IIODD CONNECTION <br />, /0 x /-1/2' I/. HEAD <br />SHS. THRu.ROOF PAN <br />& BOX HeADER $' ON <br />CENTER INTO HOST <br />STRuCTURC <br /> <br />TYP. SCCT ION DETAILS <br />N. T. S. <br /> <br />2 X ALUH. ca.. <br /> <br />(I) 1/4' DJA. X if 1/4' CONe. <br />OR TAPCON . 24' a C. <br /> <br />NOTe. <br />AT CO/IINCRS IJSE (/) //4' DIA. <br />X 2 //4' EA. DIR. . <br />4' (/fAX.) FROH CO/IINCR. <br /> <br /> <br />_. . <br /> <br />/' X I' X 1//6' X 2' <br />/ALIM. CLIP 11/ (2) 'IDs <br />XI/if' TEK SCREIIS IN <br />EA. DIRECTION <br /> <br />~ I X if ALU'f. <br />BASE PLA TE <br /> <br />, . : <br /> <br />,: ." :.~ ~:~. <br /> <br />.... .. . . .., <br /> <br />Sl./JPC Hilt 1/4' /Fr. <br /> <br /> <br />BASC PLATC CONNECTIONS <br />(SCREEN ROC/H$) It T. S. <br /> <br />(e) 1/4' DIA. STI... <br />THIIU D. TS (TYP. ) <br /> <br />e Jt ALlM ICMf <br />3 X 3 ALl<< ca. <br />NDTC. THI: ICI..OII DCSIGNS /111..1.. CAIlRr A CONTRllUTlIRr <br />LOIID OF I!JO S. F'. - He/l fI' X fI' rTG. (100 S. r. - CXIST. 4' Sl..AII) <br />ALl<< fIASC INSCIIT /1/ (e) 1/4' DIA. X e I/i!' TAl'CONS <br />& (e) 1/4' DIA. THIIU IOI..TS <br />QB <br />e' x i!' X 1/11' ALU'f. ANGLe 11/ (e) 1/4' DIA. X e 1/4' TAl'CON!l!! <br />(~ SIDCS OF COI.lMN /1/ (e) 1/4' DIA. THIIU 1101.. TS <br />Qt! <br />3 1/" Jt I I/e' x l/fI' IfCCe/llNG CHANNeL <br />/1/ <;1) 1/4' D1A. X e 1/4' TAl'CONS & (e) 1/4'" THIIU 101.. TS <br />f1!l <br />ALl.. OF THE AIItJVC ....r IIC CONNeCTCD TO /IOOD HEADCII <br />IIr SUflSTl1)1T1NG (4) 110 S. H. S. (i!' HIN. eHIICDJ rOIl TAPCDNs. <br /> <br />.; Di\,. (;''-:<-, hf;: ::::~>::. f Hi:.e; <br /> <br /> <br />EXISTING 4' CONe. SLAB 11/ NO CRACKS II/THIN 30' OF POST <br />Ill! Nell THI('ND S' x S' HONO rOOTING 11/ (/) U CONT. <br />Q/l VOOD DCCK 11/ DBI... 2 x 6 (HIN.) PERIHETLI? HCADCR <br /> <br /> <br />POST CONNCCTlONS <br />(CARPORTS", OPEN PATIO) <br /> <br />N. T. S. <br /> <br />M1.IE. <br />SEE DCTAlL BELOII <br />tlHEN HOST STRUCTtK IS H4SD\tWy <br /> <br />, /0 X $/8' /I. HeAD SHS <br />THRu ROOF PAN RISER ON <br />12' CENTER INTO STIFFENCR <br />AT EACH END OF ROOF: <br /> <br /> <br />e' x i!' fIOST SHt1IIN <br /> <br />4-1110 X J' S. It S. <br />Pell fIOST IIITO <br />INTCltIOll $CIIC/I PI. IHeS <br />I' X i!' DPCN /IAO( <br />.oT"", Ff..ATC <br />. . '.-..,'.... <br /> <br />.... . (/) J/4'" X if 1/4' <br />CONe. "-.. OR TAPCON <br />. 24' a C. <br />KICKPLATE OR CABAN4 SKIN (HIlt 0. 0/9') <br />ATTACHED 11/ POP RIIICTS OR liD X I/i!' <br />S. H. S. . 16' C. C. <br /> <br />eXT1lU1lCD Hl:AIICIf 11/ 1/4'" <br />X e 1/4' T~, r <br />o.c. STAGtiCIfCD <br /> <br /> <br />~ <br />~ <br />lit <br /> <br />i <br />I <br /> <br />MASONARY / HEADCR <br />A TTACHHENT DETAIL <br />N. T. S. <br /> <br />~ <br /> <br />THESE STRUCTURES DESIGNeD 'MTH <br />THE 2001 FLORIDA BLDG. CODE <br />4c CHAP. 6 OF "'SCE 7 FOR , '0- '3' MPH .. <br />VELOCITY (.J SEe. GUST) EXPOSURE A-O. <br />VOID AFTER 2-'-05 <br /> <br />0'" lITO NORRIS ENGINEERING <br />"2 COLEMAN RD. <br />WIN TER HA VEN, FL. 3.J880 <br />(86.1) 299-1048 P.€. 32'86 <br /> <br />NbTE.. STRUCTURES DETAILED IN <br />THE 2007 FLORIDA BLDG. CODE & CHAP. <br />(3SEC. GUST) (DEFLECTION = 7/80 MAX.)) <br /> <br />Pg. 2-G <br /> <br />THESE PLANS WERE DESIGNED WITH <br />6 OF ASCE 7 FOR 770 up to 135 MP <br />REVISED 2/7/2003 <br /> <br />.- <br /> <br />L _ <br /> <br />.....,.~_~t_........._~_.....~,......_"'".... ,~<~"~'._"_" <br /> <br />..1IfT I <br /> <br />.. iiilIlV<t~ . . <br /> <br />'~'L* ~. r"\1'f1HJ <br />