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HomeMy WebLinkAboutGrading Plans - 09/11/2012Rocky Mountain Storage Barns, Inc. Sheds Gazebos 1201 E. Mulberry St. Fort Collins, CO 80524 Garages Office: (970) 221-0257 Fax: (970) 472-5044 y-~ www .rmstoragebarns.com. ~* /?,,,.,,-?' ~r -Customer 1207 Muddler Court Fort Collins CO 80524 'yw,_,I--:rt DATE July 2012 odel Sheet 1 /c,/ ~- /¥1/ff~M ~/c f _:'?./ .. :--_.: ... ~"-- ..,.,.. ~-.-__ ,:;..-.--) -. ~ \ 22' 10" L -Anchor Bolts 4' O.C. max. Install Simpson PAHD-(4) Straps or equal with (16) 16d nails to posts on inside of walls [ 3' Door t-___ 1_6_'_x_7_' _Ov_e_rh_e_ad_G_ar_a__.g~e_D_oo_r __ ----11 2' I Rocky Mountain Storage Barns Inc. 1207 Muddler Court Fort Collins CO 80524 1201 E. Mulberry St. TITLI: 22' x 24' Garage Fort Collins, CO . 80524 (970) 221-0257 Floor Plan Layout SIZE lcAGEcoDE IDWGNO ------------------------- ------------------------SCALE 1/4"=1' I I SHEET 2 of7 1REV I □□ DD DD Rocky Mountain Storage Barns Inc . eu.- Double 2x6 Headers 1 I Rear Elevation Double I 3/4 x II 7 /8 L VLs 16'· _______ _ 2' 24' Front Elevation 1207 Muddler Court Fort Collins CO 80524 1201 E. Mulberry Street -------------------, Fort Collins CO 80524 Title Front and Rear Elevations (970) 221-0257 Scale 1 l'lgc 3 of 1 12' 8' r--------------22'---------------1 Right Elevation 12' 8' t--------------22'---------------l Left Elevation Rocky Mountain Storage Barns Inc. 1207 Muddler Court Fort Collins CO 80524 1201 W. Mulberry St. ,nLE Fort Collins, CO. 80524 Right and Left Elevation (970) 221-0257 ~------------------------SIZE I CAGECOOE IUWG N'--' 1n.cv I ... -----------------------SCALE 1/4" l' I I SHEET 4of7 10" L -Anchor Bolts 48" O.C. Maximum Horizontal Spacing. Minimum 7" Embed. In Concrete (2) #4 Rebar Continumis / Compact~ Backfill Rocky Mountain Storage Barns Inc . 1201 East Mulberry Fort Collins, CO 80524 (970) 221-0257 ~---------------------- ~-------------------- TITLE SIZE SCALE 2"x4" Treated Sill Plate Wire Mesh 3 12 3" Monolithic Footing On Undisturbed Soil 1207 Muddler Court Fort Collins CO 80524 Foundation Detail I CAGECODE I DWGNO 1/4"-l' I I SHEET 5ef7 I Kt::V I 1/2" T-1-11 Srnartside Siding 2X4S1UDSAT 16"0NCENTE #2HEM-FIR H-2 .5 Simpson Hurricane Clips per code fastening top plate to Truss PRE-ENOINEBRED TRUSSES _ @24" ON CENTER (see attached spec. sheet) - 7 /16" OSB Sheeting 25 yr. 3 tab shingles H-2.5 Simpson Hurricane Clips per code fastening top plate to Truss ~ ~7 '\.~~ Rocky Mountain Storage Barns Inc. 1201 E. Mulberry St. Fort Collins, CO. 80524 (970) 221-0257 22'-----------"'" 1207 Muddler Court Fort Collins CO 80524 TfTLE s,z-1= 22' x 24' Detached Garage Building sectional Detail CAGECOOE 0 SCALE 1/4"=1' HEE (.,, c ~; 12'6" 8' Job Name: 22:x24 Garage laaa X-LOC 1 0-1-12 2 21-10-4 'l'C l'ORCB 1 -2 -2464 R&M:T IIU 1250 3 .50" 1250 3 .50 " AXL mm CSI 0 .14 0.65 0 .79 RRQ'D 2 .06" 2 .06 " 'l'C 2x4 sn #1/12-CAN BC 2x4 SPF 11/12-CAN llSB 2x4 'NW S'l'tJD Lumbar •hear allowable• are par NDS. !tor (creep factor) • 1 .50 Truss ID: T01 De•igned per llNSI/TPI 1-2007 Fabrication Tolerance• 20.01 Qty: Bearings deeigned for an l'cPerp value of 405 .00 or the trus ■ chord lumbar value, whichever ia l•••· Refer to Joint QC Detail Sh-t for 11 2 -3 -2085 3-4 -2085 4-5 -2464 BC J'Ol\CII 0.0S O .U 0 .Sl 0 .05 o.u 0 .51 0 .14 0 .65 0 .79 AXL mm CSI THIS DKSIGN IS 'nm CCMPOSI'l'& lUISOLT 01' l«JLTIPLK LOM> CASKS. Loaded for 10 PSI' non-concurrent BCLL . ASCK7-05 SNOW LOAD DUIGK CP.ITllltA : Pv • 39 P•f, Ce• 1 .0, I• 1 .0, Ct• 1 .10 Jnmn • 20 p•f MaxiJllulll Rotational Tolerance uaed IRC/IBC truaa plate values are bued on bating and approval u required by IBC 1703 and ANSI/TPI and are reported in available documents u D-1607 and KSR-1118 . r 7 2277 0 .51 0 .3 3 0 .84 7-8 1611 0.36 0 .23 0 .59 8-9 1611 0 .36 0 .23 0 .59 9-10 2277 0.51 0 .3 3 0 .84 ... l'ORCB CBI ... J'Ol\CII CBI 2 -7 -5n 0 .21 3 -9 UP 0 .44 3-7 659 0 .44 4-9 -593 0 .21 20 p ■f bottam chord li,.. load NOT required on thi• trua•, per IBC/IRC requir..,.t• for attic• with liaited storage . ~FOR l'OTOU UU -TRUSM>.L UUR NOTll 1343 T 3-1I6 6-&-14 I 4-3-:Z I 4-3-:Z I 6-8-14 I W-14 1140 16-3-:Z :Z:Z-0-0 I 1j:9:Q I 1i:9:Q I 1 :Z 3 4 6 ~ -4.oo I 6X6 5X6 6X5 :::C0-3-16 3X6 S-3X6 3X6 0-'\0:11 I).~ 6 ~ 8-10·10 7 8 ~ 13-1-e 9 10 8-10-10 :Z:Z-4-0 All connector platn are Truawal :ZO ga. or Wave :Z0 ga., uni•• preceded by "HS" for HS :ZO ga., •s• for SS 11 ga. from Alpine; or preceded by "MX" fOt' 1WMX :Z0 ga. Ot' "H• for 16 ga. from Truawal, poalttoned per Joint o.taH Repo,ta available from Truawal software, unlNa not.cf. Tot, F'" IIQ;.a78-7748 ·w· A-R-NING • PH 871).484-7313 Read all notes on thla sheet and give a copy of it to the Erecting Contractor. Thia de91gn lafGr on lndlvldual -.. ... COffllMIMIII IIOI INN·-· • hu bNn boNd on apaclllcatl-prov!-by"'" •-nl --- FX 870-481-984:Z --Ill occClfdanca wllh tho.-..-ofl'Pt and AfPA do•-No-poMllllllly 1a ...-1ordlmonlionol accincy. Difflensk>M .. tobewriflodbythac.._,crMnllfactunr..-b<Mdng--Pflortor-t1on. Tlle~--"'""'"-•hotlholoaa utillotd.., lhla-lgn mNt orexCHd11M loldlno "-eel bytha --• •-ancllhe partlculareppllcallon. The clHI., oaawno•-lho lop chonl la .-rally braced by the rod or--allllng and tho --chord lo -raly bnlced by• rigid alleatl!lng -rtal dlrlclly-lled, u--­FORT COLLINS TRUSS noled. lltaclnga-lsforlotoral.,_tofc..,.~m1111ben0111ytonMklcobucldlnglonglll. Thlac-poMnt-nOlboplacadlnany onYlronmonl-wll cOUH lho nt-•-al111o woad to UCNd ti% -...,.. connocblr ,...._ corrosion. Fabric..., llondlo, IMld 201 NW FRONTAGE ROAD ---truu 1n •••--tho,_,,._, 'Joint and CU111ng 11e1a1 Raporu' ov-•OU1pv11rom --• FORT COWNS, co 10524 'AHallff'l t ', wrCA 1' .w-T,--· of -!Mandord O..lgn 11_, ......... --C~SAFETY INFOIIMA110N'· Emal!: fortcolllnatn.sClfl'llcom (IIC8II and 'BCII IUMIIAIIY lll!EElS' lly WTCA -lPI. Thi Trws --(TPt) • localed at 11t N. LN-Bub Jtl, Vars: Tpl.0 BUILD TS.6.10 -. VA J2J14 • .,,,. American, .... -.._ Auoclollon (Al'PAI 1o -d at 1111 1111, au.at. NW, 111a "°• WHNngton. oc: 200n. Drwg: This daaign baaed on chord .bracing applied per the following schedule : max o . o . f:z:un to BC 96 .00" 0-0-0 22-0-0 UPLil'T RKACTic»f(S) : Support c,c Wind Main Wind Non-lfind 1 -265 lb -218 lb 2 -265 lb -218 lb Thi• trua• is designed using the ASCJ:7-05 Wind Specification Bldg Kncloaed • Ye ■, llll)Ortance l'actor • 1.00 1'ruaa Lcaation • Not. Knd Zone Hurricane/Ocean Line• No, 11:xp Category• C Bldg Length• 99 .00 ft, Bldg Width• 50 .00 ft. Mean roof height.• 12.00 ft, 111ph • 100 ASCK7 I I Standard Occupanay, Dead Load • 12 . 0 psj De•igned a ■ Kain lfind l'orce R-■hti,n9 8yst.l -Lc-ri ■• and ec.,ponents and CladcU.ng' Tributary Are ■ • 44 •qft T 4-3-4 I SHIP Io-3-1_!_ MAX Dlll"LSCTION (span) : L/9!19 MDC 1-2 (LIVI:) LC 1 L--0 .18" o--o .18" r--o .311- -Joint Location• -1 o-o-0 6 o-o-0 2 6-8-14 1 8-10-10 3 11-o-0 8 12-o-0 4 15-3-2 9 13-1-6 5 22-o-0 10 22-o-0 APPROVED AS SHOWN ............... -.[ ] APPROVED W/CORRECTIONS ....... [ ] NOT APPROVED ........................... -[ ] INmALED BY __ _ Thia drawing Is Intended for verifying dlmenalona/prolllea ONLY. Web materleU 7/31 /2012 configurations may chang• when fabr1cated. Menurementa are In ff-ii .. • (14-2-3 • 14ft Zin 3slxte«ltha) Approx Weight: s,i.. Rep: JFM O.gnr: JFM 92LBS TC LIVE 30.00 paf TC SNOW 30.00 psf TC DEAD 10.00 psf BC LIVE 0.00 psf BC DEAD 10.00 psf Sc:ele: 3/1&" • 1' WO: 21250 Customer: Rocky Mtn Storage Barns Durf'acs L•1.16 P.1.15 RepMbrBnd 1.10 O.C.Spaclng 2-0-0 Onlgn Spec: IRC-:Z009 Def Ratlo:U240 TC:U240 Seqn Tl,5,10. ""839 ' . ------- -------------------------------------------------------------Job Name: 2x24 Garaae Truss ID: G01 Q· 2 IBRO ' 1 X-LOC o-1-12 3-o-0 5-o-0 7-o-0 9 -o-0 2 3 4 5 6 7 8 9 10 11 12 11-o-0 12-o-0 13-o-0 15-o-0 17-o-0 19-o-0 21-10 -4 TC 1-2 2-3 3-4 4-5 5-6 6-7 7-8 ,_, t-10 10-11 BC 12-13 13-U U-15 15-16 16-17 1?-18 ia-19 a-20 20-21 21-22 22-23 ~ -90 -97 -93 -u -96 -96 -u -93 -97 -90 P0IIC& -112 0 0 0 0 0 0 0 0 0 -112 R&M:T 313 276 183 241 261 138 27 252 249 183 276 313 SID 3.50" 3.50" 3.50" 3 .50" 3 .50" 3 .50" 3.!0" 3 .50" 3 .50" 3 .50" 3,.50" 3.50" AXL Blm CBI 0 .00 0 .08 0.01 0.00 0 .01 0 .01 0 .00 o .o, 0 .06 o.oo 0 .06 0 .06 0.00 0 .06 0 .06 o.oo 0 .06 0 .06 0.00 0 .06 0 .06 o .oo 0 .06 0 .06 o.oo 0 .08 0 .08 o.oo 0 .08 0 .0 8 AXL !IND CBI 0 .00 0 .05 0 .05 o.oo 0 .04 0 .04 0.00 0 .02 0 .02 0 .00 0 .02 0.02 o.oo 0 .02 0.02 o .oo 0.01 0.01 0 .00 0 .01 0 .01 o .oo 0.02 0.02 0 .00 0 .02 0.02 o .oo 0.04 0 .04 o.oo 0 .05 0.05 JtllQ'D 1.50" 1.50" 1.50" 1.50ft 1.50" 1.50" 1.5 0" 1.50" 1.5 0" 1.50" 1.50" 1.50" DB PORCJi CBI 2-13 -203 0.06 3 -U -153 0. 04 4-15 -206 0. 06 5-16 -220 0. 08 6-17 -10 6 0.04 111B POllCZ CSI 7-19 -220 0 .08 8-20 -206 0. 06 9-21 -153 0. 04 10-22 -203 0 . 06 '1'C 2x4 SPI' 11/12-CAN BC 2x4 SPI' 11/12-CAN WBB 2x4 1"r STUD Kor (creep factor) • l .SO Refer to Joint QC Detail sh-t for . Maximlm Rotational Tolerance used DC/IBC true• plate value ■ are baaed on teating and approval a ■ required by IllC 1703 and ANSI/TPI and are reported in available ~ta aa BR-1607 and .10-1118 . Mark all interior bearing loaationa. Gable vertical• are 2x 4 web material ■paced at 24 .0" o .o. unl••• noted otherwise . Top chord aupporta 24.0 " of uniform load at 30 paf live load and 10 pef dead load . Additional deaiqn conaidaration• -y be required if eheathinv ia .attached. [+] indiaatea th• requil,-t for lateral restraint (deaigned by othere) perpendicular to th• plane of th• ~rat 34 " intervals . Thie reetraint ia a reault of wind load applied to --1>er . (Cmlb:l.nation axial plus bending). Refer to BCSI for proper required lateral reatraint. Diagonals ahown are part of the etructur• of this tru•• and may not be removed. Sheathing required unl••• noted . Lat41ral 1 ha aay be applied for additional •it till reeiet lateral loade, by others, t ia ot not been analysed ~ :l."fc• i ~ ~ T 3-1115 1.&XA :Io--3-115 O-'\Q:11 2 11:i:i 3 .. r;;- 1.15X3 Dea:l.gned per ANSI/DI 1-2007 l'abr:l.cation Tolerance• 20 .01 Bearing■ dae:l.gned for an l'cPerp value of 40S.00 or the truH chord lumber value, whichever :I.a l•••. THIS D.ISIGN IS TH.I CCIG'OSIT.I R.ISULT OP KILTIPL& LOAD CASH . Loaded for 10 PSI' non-concurrent BCLL. ASC.17-05 SNOW LOAD D.ISIGN CRIT.IRIA : Pg• 39 pef, Ce• 1 .0, I• 1.0, Ct• 1 .10 Pfmin • 20 p ■f Inatall interior eupport(e) before erection . HORIZONTAL RllC'l'ION (S) : ■upport l 177 lb eupport 2 -112 lb eupport 11 112 lb ■upport 12 -177 lb 20 p ■f bottaa chord live load NOT required on thi ■ true ■, per IBC/IRC requir-nt ■ for attice with 1:1.mited ■torage. Ji J! Ji Ji Jl Ji l! 15 1.15X3 *a 7 15Xl5 S-3X-4 1.15X3 11:i:i 8 9 10 11 t ~ 1.15X3 ().~ 12 3-0,-0 13 14 115 18 17 18 19 20 21 22 23 3-0,-0 ti u ti ti ti ti tf ti .t! Drwa: UPLIFT REACTION (S) Support c,c Wind Main Wind Non-Wind 1 -86 lb -55 lb 2 -82 lb -82 lb 3 -2S lb -48 lb 4 -50 lb -42 lb 5 -68 lb -23 lb 8 -74 lb -29 lb 9 -49 lb -41 lb 10 -25 lb -4 8 lb ll -82 lb -82 lb 12 -86 lb -S5 lb Thia true ■ :I.a da ■igned u■ing th• ASC.17-05 Wind Spec:l.fication Bldg llnolo■ed • Yea, IJoportance Factor • 1.00 Tru■• Location • Not. :Ind Zone Burric■ne/Ocean Line• No, Exp Category• C Bldg Length• 119 .00 ft, Bldg Width• 50 .00 ft Mean roof height • 12 .00 ft , "l>h • 100 ASC.17 II Standard Occupancy, Dead Load• 12 .0 pa De ■igned a• Hain Wind l'orce Reaiatinq Syae.a -Low-ri ■• and Coaponente and Cladding Tributary Area • 44 eqft T 4-3-4 I SHIP ::r:c»-1.l M1tX DD'LIICTION (■pan) : L/999 MD( 10-11 (LIVE) LC 22 La 0 .00" 0-0.00" Ta -o.o -Joint Location• -l 0-0-0 13 3-0-0 2 3-o-0 14 5-o-0 3 5-0-0 lS 7-0-0 4 7-o-0 16 9-o-0 5 9-o-0 17 11-o-0 6 11-o-0 18 12-o-0 7 13-o-0 19 13-o-0 8 15-o-0 20 15-o-0 9 17-o-0 21 17-o-0 10 19-o-0 22 19-o-0 11 22-o-0 23 22-o-0 12 o-o-0 APPROVED AS SHOWN ............... -.[ 1 ] APPROVED W/CORRECTIONS ••.•••• [ NOT APPROVED ........................... _[ 1 INITIALED BY ___ _ Thia drawing la Intended for verifying All connector plltM are Tniswal 20 ga. or Wava 20 ga., unlen praceded by "HS" for HS 20 ga., "S " for SS 18 ga. from Alplna; or preceded by "MX" for TWMX 20 ga. or "H" for 18 ga. from Truawal , poaltlonad per Joint Detail Raports available from Truawal ■oftware, unlen noted. dlmenalona/profllu ONLY. Web material/ 7/31/201 . ~.!l:!lflllW"l!.tlQfl_._ !!'...IV. change when fabrtc:ated. OVER CO~MalllllftMJI w,it ff-II.._. (1 ... 2-3 • 14ft 21n 3alxtffntha) Scale: 311&• • 1' .o11Frn1188-17S-7741 WARNING • PH l7CM84-7313 Read all notes on this aheet and give a copy of It to the Erecting Contractor. 1hlll ci.olgrl I• for.., --buldlnt component not trun a,-• hu -n buad on opeclllcations pnr,lded by.,. cOflll)Of!Of1l ,,,.nufact- FX 970-491-911-42 ..,d -In acconlonce-.111e cumnt wrslofto Oil TPI -AIPA do ..... 1tanclanla. No-~ lo --od fo, -• accincy. DIIM111lono .,. to lie wrtllod by the c--,t .,,....,....., .,._-.,, --prior to fabncatlon. The bulldlng -.,.., lftuot u-ttwt tho loado utilized on thlo dulgn moot or uCHd tho loadlog lm_.i by the loul .,._, c-and the po,tlc,., .,UClllon. TIM....,.....,... -tho top chord •~-bytlleroOll«lloof_ng_lM_chotdlo_..,brKMl>yarlgid-tNng-~-. --FORT COLLINS TRUSS -Bladng_,lofor-..,-1ofc--ia-.onlyt1>roduce-glonglh. Tilloc__,__,,.,..,..,._dlnany 201 NW FRONTAGE ROAD FORT COLLINS, CO 8062-4 Emal: fortcolllnatrue■CIMl.com Ven: Tpt.O BUILD Tl.15.10 ---• ..... 111o m-.-011111e-to u-d 1K atd/ot COUM conMCt«.,.... conoelon. F•-• -• -and brKe thlotruoa In acconlMu _ Ille ,_ng •-: 'Joint ""d Cutting Dotal lleporto" •••-u oulpo,tfnlm ""'"-I.-,., 'ANlll'IPI 1', WTCA 1'. -Truu Councll Oii -rice ltandonl Deolgn II_....-_ 'IIUIUIINO COMPONENT IAIETY INFOIIMATION'. (ICIII and '9C■I II.-RY SHEETS' by WTCA and TPt. TIM TNN --(1l'I) lo -d 81111 N. I.ff -•uh IU, Alollll-. VA 22:11'. ---,_ and ,_Aoooclallon (Al'l'AI •-d a111111tt11-. NW, ... IOO, -hlngton, OC JtOU. Approx Weight: sa1 .. Rep: JFM D■gnr: JFM ~LBS TC LIVE 30.00 paf TC SNOW 30.00 paf TC DEAD 10.00 paf BC LIVE 0.00 psf BC DEAD 10.00 psf WO: 21250 Cuatomer: Rocky Mtn Storage Bame Durfac:a L•1.115 P.1.115 Rep,.,,Bnd 1.115 O.C.Spaclng 2-0-0 Dulgn Spec: IRC-2009 Def Ratlo:U2-40 TC:L/240 Seqn T6.15.10 • "838 " ► ► • SEP 04 201l BEING A PORTION . OF Tn -~ ST H1tfLF T COLLINS, OF SECTION I, COUNTY OF LA} ' 1 ,; \ . ........., M0JJ \ e_r Co0rA- ·-·-~~ -·~ CITY OF For--\-Co\\~V\.~ Co <i?6SJi Sc.G.. \e.. ~~ ~ ( ''= ( 00 t JJ ... ~ ~ "c::::> ~ I ' I ---- e5..I.1'5 ,. .-~ ~ -· -... . ··- , (£( I , I C \ < ) J/J ~ Y ~ YI i 'i J -+!if \ I s <,. . ' \\':>. ''e, ~"1 9: I\ ~ -. t----l~d ~ -:::s lll 1"7, .. ,. ft-:s-\."l§j ~ . kl I Jc: A~t-4~.Js , •. " · ~~ ;f '}. ~::;;:-r .flJ ~I II~ ,, 7 y ~ ~ 8 tii (ll ' 14 ~ - .,,.,. ~o/ ~ f/f '-i'l.,;';.'::11• ":-Sil,~ ·-g . -- ---~-:--~ ... -. Sj l'l Dr1111l•!f• 4~d I I ~~1:/f-. 12 01 ~~ /' 15 ---- -. C)~Jd' .• --____ ~1t; ,2 ·0,..,,,,,_ ,-.,fl -:IL'~ . · ,l· •• , ••••