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II~ f.......,..+l,.-..,.......,-.1......,.-..f.-::---;1--n~o+l~ HUC HANGER ~ FRAMING HUC HANGER J [!.i ~7~1::b1F,:;;,;;;=! ~::tj,;_'*l=;;.:~f:~~-1~~~\_~: ~~: ~~@ ~A1!:i_S~i_j 4 1------+-+---'1 J'/ (~ ~ ~ I ________ _) LIMIT OF EXISTING LIMIT OF NEW LIMIT OF EXISTING <---CONSTRUCTION --*"-----CONSTRUCTION ---JI--CONSTRUCTION ----l TO REMAIN TO REMAIN 1-/~1-'~R ~0 ~0 .:....F ....;F....;.R.;.;..A.;.;.;M..;..;..I.:....N G..;;........;P....;L;;;;..A.;.;..N.;...._, __ o ~· :::::12 F=. =t4 =· =~s·===:==:==:::::::i16' r:::J\ ,s2.2_) SCALE : 1/4 " = 1'-0" 'P A I B I c I D -y-v--' 24'-5"-------------,i' -----~- ""~ +---+-- '.__/ FRAMING :':]~rr=l r I (iz)-2X ' 1F.l X 4 • EMBED EXP. AT?4" e--.-· -· -- I I I I I I il 1~+----1-+--+-1--+-(E) 9 112 " TJI -25 @ 16"0.C. --lti---1--+--+-+---1---'-ll ----V.I.F. J l E TREATED 2X12@ 16 "0.C. TYP .@ DECK b ------------------~~------------ "'~ ...!..:> ------------------~ ------------ -------~ ~ ----lf<---t-+-+--+--t-+-+--+--t-1--i---+--t-1-+--+ (E) 9 112" TJI-25@ 16" C C.+-+-f--+-+-+-f--+-1 V./.F. ----------+------- \) lr-2x10 1 These documents are intended tor the exclusive use of the project specified below. The use of these documents for any other purpose is not authorized. Written authorization from Glenwood Structural and Civil must be obtained for any other use. This document is to be used within one year of the date of preparation. Use after that period is not authorized. SCHOLL'S RESIDENCE 50 Lariet Ln, Glenwood Springs, co, 81601 Lot #17 Teller Springs Sub. 1-Glenwood Springs CO. 2 1- P# 239513101017 FLOOR FRAMING PLAN AS NOTED Date Description 08/28/08 Permit 09111108 Per Existing conditions 10121 /0 8 Per Owner Changes L 3 I ~ Gl ENWOO D I~<l SJRDCJDRAL ~I "" AND CIVIl , INC c 2x lor non L I I I I 9 lcs• t I ~~=='==-k~~"===~~ i::~}::::::t==t-' Ftf·~ D!pKlli ''-1' rt~3=i~rbd~=:bdl~ al!l 2X10TREATED @ 16"o.c .-!§: ~~~~\ I! I ~ ~ I ""--~~~GER I AS -1--~c I' J-l-~o/;+-'J t~~BF~2·~~ HUC210-2 -·~ ~ SCREW DBL JOIST 1\ INTO COL. WI(B)-114" ~~ DIA.x6 " SDS SCREWS I I"' (SPACED 1" MIN) LIMIT OF EXISTING LIMIT OF NEW LIMIT OF EXISTING <---CONSTRUCTION --*---CONSTRUCTION --+--CONSTRUCTION ----> TO REMAIN TO REMAIN FOUNDATION & APPROVED IAJBII.CT TO NOTED DCIPTIONS a INSPECI10HS GARFIELD COUNn' BVILDING DEPARTMENT ~11)'14!1S FIELD COPY ~ INSI'EcrJON WITHOUT 'l'llJ:SE PLANS ON SITE -of / 1"' DECK FRAMING PLAN ~o· =f2=' ====!4~· ==::::fa:::' ==:===~1 6 · r:::J\ SCALE: 1/4" = 1'-0" \.tY IV I D I E 4 b] ~"' -E -3-El7 Engmeers .Constructors 2425 5. Grand Ave., Su1te I 02 Glenwood 5prmg5, CO (970) 928-0 I 35 Fax 928-9004 Job Number 06178 Designer/Drafter MCJ/KJK Engineer AG Date 1 0/21 /08 82.1 Scholl, Robert AMEND@ 0050 lana i l n, GWS Teller Springs , lot 17 BP-11098 1 2 3 4 (2)-2x8 Roof joists w/(2)-16d toenails into cont. pl. I NOTE: FOR THIS OPTION, SEE DETAIL 16153.1 FOR CONDITION AT COLUMN A Roof sheathing per general notes 2x blocking w!16d toenails @ 6• 2x6 cont. top plate w/112• '---die bolts at 24 • (staggered) Bent steel rake beam, per plan ALTERNATE TO DETAIL 10/S3.1 TYP 3116 Face of col may be notched up to 1 " col. per S CALE: Beam per plan, wist/ +--r-1-bucket welded to bent beam ALTERNATE TO DETAIL 14/S3. 1 114" stee l beam seat welded to 112 • steel plate and w1112• dia. bolt a t wood beam A ~--Wood beam, per plan ~--Bent steel beam 1-J------Steel plate 112• x 5 112• at column _...---Wood column DETAIL .ffi .0. .5; c:: 8 Wood deck, Per owner 2x Tre ated wood joist $T.O.Dack. Pe r Plan • ~ ·' "' Eo • 0 <o " 1----n-n'r-----i Treated wood b eam, ::i j j Per structural ABE66R Bell shaped footing and round pedestal c ast by "BIGFOOT* System r----designated BF_ pe r plan. 1-----"D" -~~ #3 Rebar or #9 Wire ties@ 12" O.C. -------1 (F or e re ction only) 4 .:#4 •J• Dowels wl " ' " B F20: D=-21-112~· d = 8 " BF2 4 : 0=25-1/2''; d= 10 " 8F28 : D=29 -112~· d = 12" P lace footing on u n dis t urbed native grade or ~---prop £J rly compacted & te s te d b ackfill with engineer's appro va l DETAIL SCALE: 314 "= 1'.()" Timber post per plan /,.---Wood deck, Pe r owner 2x Tre a ted joists beyond ~T.O.Deck . Per Plan Treated wood beam wl hanger re: plan (2x fascia not shown f or c/erity) A 8 E66 R 6" horizontal leg -------1,=1---t~----12•0 So notube 7 " min. embed ded form U.N. 0 . into footing • (3)..-#4 Each way ---=ct''---• • • • •• undisturbed native grade or porperly compacted & tested bac kfill with engineer's approval 1------30" X 30" ---~~ TYP 3116 3/8X5" bar split for beam web wl (3)-112X4 112 "/ags staggered on 1 112" gage into face of post Face of col may be notched up to 1" col. oar olen ./ DETAIL SCALE: 314 •=-1'-0" _..--R1g1a gable beam p er plan • "' SEE 16/S3. 1 FOR AL T DETA I L 8 Roof sheathing & nallfng per general notes --...,_ Cont. blocking per structrural engineer 2x Rafter to match (E) rafters 16d Toenails@ 6" Roof sheathing & nailing per general notes Roof joist see plan (2)-2x8 Roof joists wl LUS26-2 or 2x10 joists wii..US28hangers c (E) Soffit beyond Joist see plen (2)-11-7/8" L VL DETAIL SCALE : 314"= 1'.()" Overframe cricket 2x6 WI (2)-16d@ ea existing truss (E) Truss (E) Well DETAIL SCALE: 314 "=-1'-0• Roof sheathing per general notes "!'#t¥f>+ 2x8@16• wl(4)-#16 screws " . ~------.Llti~~~L.:::J'-installed diagonally (t oenail), One at top, bottom and 2 in side NOTE: FOR THIS OPTIONS, SEE DETAIL 14JS3 .1 FOR CONDITION AT COLUMN Roof sheathing & nailing per general notes 10d@ 6"0.c . --... shear wall sheathing & nailing per general notes 10d@ 6"0.c . c Block webs solid wl wood ....__,._ and (2) rows of 112" dia bolts at 2'-0 (staggered) DETAIL SCALE: • 1" --tti-1" Blocking ~ Glue & n a il joists together wl (2)-rows of 12d@ 8" O.C. HL33PC wl (2)-112"((J x 3 112 " fag bolts or B C66 or OCC66 DETAIL SCA LE: 314"= 1•-e • Finished grade, Per contrector A35 (3)· 1/4"1iJ X 3 112" SOS@ ea column 2X Treated stringer & fasteners , Per structural Slab-on-grade or paver to support stringers D Treated beam, re : plan Wood deck, Per owner Provide underdeck grading drainage to daylight Cast-in-place Cone. footing, Sea balance of structural details DETAIL SCALE: 314"= 1'.()" Limit of new I Limit of existing ~----------i-~-construction -4 construction to remain 2x Cedar decking per owner Slope grade min. 6 • in first 10'-e• (E) Sheathing and ~--(ramming d/a. x 3 112• r-----sbsscrews@ 16• into (E) blocking or studs (E) 9 112" T Jf /-Joist, V.I.F (E) 2x Rim joist (E) Cast-in..place Cone. DETAIL SCALE: 314"=-1 ·-e• Limit of new Limit of existing ~--------~~-construction ~ construction oaf sheathing & nailing per genarel notes ~"""- anger per plan --/ 2x outrigger for soffit --, (2)-2x8 Roof joists to remain 2x10 wl (3)-114• x 3 112" ---sos screws into ea 2x6 wall stud • "' . "' (E) Sheathing and framing DETAIL SCALE: 314 •: t•-a• Roof sheathing & ~~-nailing per general notes ~--t 16d Toenail@ 6 " U.J_-----..,.o;(,fh:-----' Shear wall sheathing & D nailing per general notes 2x Framing, Per general notes .---(2)· 2XB WI HUC28-2 Column beyond for ~ reference only I I I DETAIL SCALE: 314"= 1'-0" E 1-----nmber post per plan • Simpson AB series post base wlanchor bolt or expansion anchor (6" min. embedment) Note: CB series post base may be installed to reduce potential for post base rotation & where uplift capactiy is required $T.O.W. Per Plan Grade or slab-<.m-grade Bell shaped footing and round pedestal cast by "BIGFOOT" System r----designated BF_ per plan. BF20: 0=21-112•; d =-8" BF24: D=-25-112"; d =-10• BF28: 0=29-112•; d = 12" Reinforcement: (3) #3 verts & optional wire ties@ 12 Place footing on undisturbed native grade or >"----properly compacted 1----"D" -~-1 & tested backfill with engineers approval Wood deck, Per owner DETAIL SCALE: 314"= 1'.()" 2x Treated wood jofst wl LUS hangers $T. O .Oeck. Per Plan Treated wood beam, '--_,1----Per structural Simpson ABE connector (coordinate wl beam size) Bell shaped footing and round pedestal cast by "BIGFOOT• System d9signated BF_ per plan. BF2D: 0=21-112~· d = 8" BF24 : 0=-25-t/2•; d =-10• BF28: 0=29-112"; d=-12" Reinforcement: (3) #3 verls & optional wire ties@ 12 Place footing on undisturbed native grade or ---properly compacted 1----"D " -~-1 & tested beckfi/1 with engineers approval Slope grade min. 1/8" per foot Slab-on-grade per owner 2x Rim joist, Per structural 1'-o• Per owner • ... E DETAIL SCALE: 314"= 1'.()" Wood deck, Per owner Provide underdeck grading drainage to daylight Cast-In-place Cone. footing, P er structural DETAIL 1 These documents are intended for the exclusive use of the project specified below. The usa of these documents for any other purpose is not authon'zed. Wn'tten authorization from Glenwood Structural and Civil must be obtained for any other usa. This document is to b e used within one year of the d a te o f preparation. Usa after that period is not authorized. SCHOLL'S RESIDENCE 50 Lariet Ln, Glenwood Springs, co, 81601 Lot#17 Teller Springs Sub. Glenwood Springs CO. 2 3 4 P# 239513101017 DETAILS A S NOTED Date 08128108 09111/08 10/21/08 Description Permit Pe r Existi ng con ditio ns Per ONner Ch anges GlENWOOD 51 RUCl URAL AND CIVIL , INC. En<jmeers .constr uctors 242 5 5 . Grand Ave., Su1 te I 02 Gle nwood S prm g s, CO (9 7 0) 928-0 I 3 5 Fa x 9 2 8 -9804 J o b Number 06178 Designer/Drafte r MCJ/KJK En gineer AG D ate 83.1