Loading...
HomeMy WebLinkAboutApproved Document.pdfKR McoNSULT~NTS, INC. P.O. Box 4572 • Vail, Colorado 81658 • 970-949-9391 TO: DATE: PROJECT: Tom McCord McCord Construction P.O. Box 4195 Eagle, CO 81631 mccordconstruction@hotmail.com 9/21/2017 1297 Vail Valley Drive D MEE11NG NOTES ~RESPONSE RECORD JOB NUMBER: 1709-08 D CLARIFICATION/CHANGE This is in response to my evaluation of the existing deck framing at the above referenced residence. Much of the existing framing is deteriorating and needs to be replaced. The framing consists of 2x8 joists supported by 3 1/8" glue-lam beams on 6x6 posts. Based on my calculations, if the framing is replaced with similar materials, it will conform to current code requirements. The only thing that needs to be changed is the handrail pickets, which are spaced too far apart to meet current code. They should be reinstalled or replaced with similar 1"x1" steel tubes according to the attached detail. SIGNED: COPY TO: Kimberly R. McGhee, PE REVIEWED: "'IP ot VaH F\1!E\NED ~OF~ CODt ,()MPI 1.ANCF C>ate t3v .P ,~~ode ... IP ~-X:J.~-:_ ~·~ L'?._._ ·-·· ~· . ·--· ... _J-g_~··-· ·-~/~----,,-11 11 11 11 11 11 1 l I I 11 11 --f.-1 ----1 .. 1 ---1.1 ----1-1--L-L-LAG SCREWS~ ~~J=tt ~"!6x3" (VERIFY W/ EXSTG. ~ SCREW SPACING) "_,.____ __ ~ N 'lli 'I C1\ \jjJ • 0 11~ ;.., :;? RE-USE OR REPLACE EXSTG. TOP RAIL WITH SIMILAR MATERIALS REPLACE OR RE-USE EXISTING 1 "x1" STEEL TUBE HANDRAIL PICKETS TO MEET CURRENT CODE (LESS THAN 4" CLEAR BETWEEN PICKETS) REPLACE EXSTG. DETERIORATED WOOD FRAMING WITH SIMILAR MATERIALS SCALE: *" = 1 '-0" <"'t:l )>. -0 .r. () lll o~ ()) .J>. __. ()1 O> -..J ~N "'T) "'t:l )>I ?:' .. ........ ,....._co co -.J .....io O'-' ...._,, co co .J>. .J>. co co I I co __.VI (]J co -.J __. -.J ~ Q ~ ~ (.,.I ~ II I 0 a CD -< I 0 > ;:;:j en ~ r+ .., c :z:J 0 r+ I: c .., 0 CD 0 0 :J z cQ :;· (/) c CD r CD -l .., :;· )> z cQ -l 0 (/) :J a. z a. 0 I I CD en ,J cQ :J 0 (/) c.. ::0 :r 0 > rrl CD ~ rrl -i CD z I~ -< 9 -...J < )> ~l~I; I j r r f'T'I -< CJ :::0 < f'T'I I I I 0 0 > "Tl ;:;:j I c.D ........ l\J .:.;.s; __. -...J ' 0 l\J co 0 I __. 0 -...J co