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ALL DOCS - 13-00238 - 908 Larch Dr - SFR
{:t1'T *,j TTbKI$URP '1tffi,1;ltl:tl::ili i;l'l : ;)t*hlllll' "- ftr " 11r*rrirrai Fr;gliju { }o;tr;r*j|:" RESIDENTIAL BUILDING 35 N 1" E, REXBURG,ID 83440 208-372-2326 PARCEL NUMBER: SUBDIVISION: PERMIT APPLICATION ( We will ptovide this for you) P,;o- h.no L^ 'Dru,si*- ItiNtr+ BLocK#-" Lor#il (Addressing is based on the information - must be accurate) Dwelling Units:Parcel Acres: CONTACT PHONE # PROPERTY ADDRESS: PHONE #: Home 3{/"*qsAg work 411-qs tn c.n o\x/NER MAILTNG ADDRESS: P A Bdu Q 66 CITY: 0pili,"t-I STATE:J| ZIv q 3 */0 nr,rArr -)t , /) 'tr.,rvL^LL c-atyqorwg, tmattt FAxzAf'LlQl- f,3l' - APPLICANT (If other than owner) (Applicant if other than owner, a statement authorizing applicant to act as agent fot ovmer must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE;Zrc E,MAIL FAX PHONE #: Home Work Cell CONTRACTOR: MAILING ADDRESS:CITY- PHONE #: Home trMATT, FAX IDAHO RE,GISTRATION # & EXP. DATE- How many buildinpp are located on this property? Did you recently purchase this property? El No re Yes (If yes, list previous owner's nam Is this a lot split? E ta El \1is (Plcrsc bringcopy,rf new lcgal dcscription 0f proptrty) 'RopostrD utrl," Si*nt u -trun*iQ €os'' / (i.e., Single Family Residence, Mrtti Family, ApartmerQs, Remodel, Garage, Commercial, Addition, f')tc.) Appl,lCANT'S SIGNA'IURE, CERTIFICATION AND AUTHORIZA'IION: Under pcnalty of periury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter bc given by me in hearinpp before the I;lanning and Zoning Commission or the City (louncil for the City of Rcxburg shall be truthful and corrcct. I agree to comply with all City regulations and State laris relating tJthe subiect matter of this application and hercby authorizcd represcntatives of the Ciry* to cfltcr upon thc above-mentioned property for inspections p.,r.p,rr.r. Niltn, The buil<ling o fficial rnay revoke a pcrmit on approval issucd undcr thc provisions of the 2003 International Code in .r... oi uny false siatement or misrepresentati<n of fact in the application or ()n thc plans on which thc pcrmit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 davs. Signature of Owner/Applicant DATE VARNING - BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non-refundable and are paid in full at the time of application beglnning laaga+J2@s City of Rexburg's Acceptance of the plan review fee does not constitute plan approval *xBuilding Permit Fees are due at time of applicationx{' *'*Building Permits are void if your check does not clear# STATE-ZIP CITY O$ 35N l.fE Rexburg, lD 83440 City of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 Properfy Lines Date El .", ' z/rn,i Printed Name Owner or n Builder suiting Sofety Depqdmet www.rexourg.org Each site plan that is submitted to the City of Rexburg for the Building Permit process requires that property lines are shown accutately. It is the Developer's responsibility to correcdy identify on the site plan the location of these lines in reference to the public right-of-way, other adjoining property lines, the street, other structures and all utiJity lines. The Developer should find property pins that arc still available at the lot in question. If these pins do not exist or have become unrecognizable then a new survey should be performed. Accurate proPerty line infotmation is a must for a timely review. In addition to finding existing propety pins, legal descriptions should be checked. The best way to identify property line location is with aland survey. The City of Rexburg has aerial photos and a parcel line layer that can be checked, but they are only a tool and are not guaranteed for accutacy. If you want to request a copy of your lot, see the front counter at the Community Development Depatment. I have read and understand the above requirements. t/^r/'sr Signature REXBURG c\' **-**---* Americai Family Conilunity EXEMPTIOIS FROM STATE RECSTRATION As ofJanuary 7,2006, the City of Rexburg can no longer sell permits without having a copy of your State registration number or your exemption ftom the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with yout license tenewal or your next permit application. (fhis list is a summaizatton of Idaho Code Tide 54 Chapter 5205, for full definitions of these exemptions please see the State's website at www.ibol.idaho.gov/cont.htm) tr Currendy State licensed pursuant to Tide 54Idaho Code, Chapters: 3 Architects, 10 Electrical Contractors/Journeyman, 1 2 Engineers/Surveyors, 19 Public Works Conttactors (exempt from fee only registration required), 26 Plumbing/Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems tr Employee or volunteer of a licensed contractor or part of an educational cutriculum ot nonprofit charitable activity with no wages or salary Employee of a US Govemment agency (State, City, County, or other municipaliry) Public Utility doing construction, maintenance, or development to its own business Involved with gas, oil or mineral operations Supplier doing no installation or fabricating Contracting a project or projects with a total cost less than $2000 Operation of z farm or tanch or construction of agriculture buildings exempt from Idaho Building Code Any type of water district operations Work in rural districts for fire prevention purposes Owner who performs work on own pfoperty of contracts with a registered contfactor to do work as long as the property is not for resale within 12 months tr Owner or lessee of commercial ptoperty performing maintenance, repair, alteration of construction on that PfoPefty D Real estate licensee/property man^ger acting within Idaho Code tr Engaging in the loggrng industry tr Renter working on the property where they live with the property owners approval tr Construction of a building used for industrial chemical processing per Idaho Code tr Construction of a modular building (defined by Idaho Code) to be moved out of state I herebv certiFs th the above information is true and correct to the ledge. u tr tr D E tr ! tr E best of my 6/r z DateSignature Print Name Routing: 13 00238 908 LarchDr - SFR 06/17 t13 Ted Dye (Please review by Mond ay, June 24) Current Status Done NA Vr t'n Please complete the following: Done NA { r Review plans Notes: ,/ { { { t r Enter Notes in the checklist under p&z Review in the workflow I Enter Notes in the Checklist under Building Review in the Workflow I Update the Result I Stamp Job Site Copy as Approved r Return building plans and this check list to Amanda Saurey RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Date: k-J)* i3 Building permrt Number: i 3 -{O a3g ,: Job Address: i O.,l J_,zn 1 tllf .Project: Sf& llnzorung: tt ( J Number of Stories t .L Pur"n:1rj@N.4S ""r" Fixrures: 3q 6 7.65- (Note unfinished basements as special condition on permir) Floor Area (s9: ffi fr shed, unfini shed, ll L t garage Mechanical Fee: AtU; fil*nuui B^t*"^t The following comments based onthe 2003 edition ofthe lntemational Residential Codeshould beresolvedbefore a building permit is issued. This correction list is not a building perrrit. The approval of plans andspecifications does not permit the violation ofany section ofthe tntematiinat Residentiaiboai oi any federal,state or local regulations. Frnshutr fiur n iln Pr''rro'tv'/, 6o@'AoYt t"r'f, ^ i s h eJ Bc'strnt'"T- &*Ltt) ,t/" Floor / Foundation plan lectionshowing construction details ,/ _L Nl Building Elevations Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. per sq ft.) fi*Calculation Sheets & -Floor Joist Details -Mechanical Design ---Energy Calculations (R320 & Ch 1l) B. zoning(circle one - new zoning designations adopted in 2005)LDR1 12,000 sf min. (width g0 ft. min) *Pll 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft.min. with c.u.p. eIz_J 21,780 sf min. (width 150 ft min) Duplex allowed with c.u.p.Other Cverify zonrngrequirements) PLAN CIIECK A. Plans -f1" Scale _yfrctvun {Legible ?\ I,€Ftood Plain ZbEq ltpocl 2 Ll tr(! ttul C.,-Use ," Singl. Family-Duplex (LDRI only - Conditional use oermit?) D.rSet Backs (taken from eaves) / Frontset back (32 ft. from cwb) ---Nate: 60Yomin of front yard green f :_-R:ear set back (LDRI 25 ft. & LDR2 20 ft.) ,/ r,,Sid., set backs (6" for every ft. of building height with LDR - /.J' min., & LDR1 - 6' min.) u/g*td^g-Height (maximum 30 ft.) E. pootings _rjrop", Size 1* per Table 403.l,use 1500 psf unless soil type is known, Table 401.4.Lfor soil bearing) ! ,/ --r'-ReUar (2-#4 continuous) ,/ -fiootingDepth (36" below finished grade *.d 12- below undisturbed soil; 18" to top of slab - interior) F. Fgundation _tijorndatron walls d rebar{city ordinance) ,/ 3't:3" y4 /U2- Anchor Bolts with *ffixffi" square washers (incl. interior bearing walls) R403.1.6;L : ,. _ ,fqundation Drainage (foundations on sift soil shall be designed per R405) ,t- yfiampproofingAVaterproofing to finish grade. R406.1 (fod. extends 6" min above grade R404.1.6) *grawtryace access of 18" x24" min.R408.3 (may differ if mech appliance is in crawl sspace M1305.1.4) _&a$rlSp&sventilation/Insulation:1 sf vent per 150 sf, (,with moisture barrier 1 sf. per 1500 sq. ft.) and within 3' of each corner (jnsulate walls vent to inside of home) R408.2 4t Ctua*g slope away from house. R401.3 G. Frame tt'S"ir*i" Hold Downs and Braced Wall Panels (R602.10) lCloors joists sized as perR502.3, Wood I-joists sized per manufr. t' -1{oists UnderLoad Bearing Fartitions shall be doubled. R502.4 l/ Girders sized per R502.5 or per manufr. Tables for engineered products ,/ lt Cantilevers (comply with R502.3.3 or manufr instruction) -Escssclearance from window wells under cantilevered floors. R310.2 1/ Glazng atHazardous Locations R30g o6^"rf"ocy Egress in all sleepingrooms and basements with habitable space R3l0 {Oo"required Exit Door shall comply with R3ll.4 .-/Luod^gs at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3 ,/ ,//Stair YX , Run (7 3/4" max.rise &-10" min ,,fread,,nosing req'd if <l t,y _ q{tatrwidth (36,, min),'"Stairway Headroom (6' 8" min.) _flandrails (34"to 38" above staii nosing)(R3ll.S) ---fWonditions for circulm; spiral and winder stairways and bulkhead enclosures R311.5.g ,'r-z Stairway Protection (enclosed accessible space under stairs shall be covered wfih l/2 drywall) Fi31I.2.2 ,/ "/ Guardrails complying with R312-r/ v Smoke Alarms (pach bedroom and common area and one on each level) (R 313) L. Energy Jo^"rwith glazin g< llYoof gross area of ext. walls (Tovrnhous es <25Yo)to comply *7 Chapter I 1.*Otherwise shall meet requirements of IECCfor respective building type. NflAl2 r/-tvapor retarder on warm in winter side of walls, ceiling and floors R3lg r/' r/ *Wate, Heater heat haps IECC 504.7-r/ ;/ Duct sealing and insulation Nll03.3&4 or rECC 503.3.3.3, 503.3.3.4.3 -Plans match quantities & values on a "passing" REScheck compliance report M. Mechanical ,// Gas appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2 yftoo^access 24" minwidth/Attic access clear opening 20x30/Under floor r.o.22x30.M1305 " Dryer vent length 25' maxw/ 8' hansition (-5' per 90 deg tums) M1501.3 'Guchase shown on plans (B-vents not to be inside insulated walls without insulation shield) / Flo:o, Sheathing (3/4" min for joists 24" oc & 518- for joists 16" oo) R503'2.2 ,lylW6t@earing and nonbearing) stud sizes, height & spacing per Table 602.3(5) R602.3 ,/^VHeadesin Bearing Wall shall be designed as per Tables 502.5(i &2)R602-7 l^ /Roof trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) ,6u*"rand Truss tie-downs. (RS02.10-t ,/ AttisAccess 22" x30" min. opening 8807) H;, Exterior Covering ' - - lapt*ootyand stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703-9.1 I. Rgof Covering and Ventilation y/RoofVentilation as Per R806 ,/ r / nn^Fyt*paut1 $hingles (slope>2:12) w/ ice protection. (other tlpe: to comply d R905' /z') J. -lirewalls lfta.,gtget1ouse drywall separation (protect ext. walls & beams supporting habitable space) R309.2 t/6oorfronn Garage to House (1 3/8" solid wood or steel door, or 20 -il: fue-rated door) R309'1 ellingSeparation (1 hr fue separation) Supporting stnrcture also rated. R317-1 hin-ffiTownhouses (2 hr separation & 4' overbumprotection orparapet)'R317.2 -One+*-walls parallel to andwithin 3 ft of property line dNO openings' R302 -P€aetratie"sirprevious 3 items to comply with R317'3 IC Qeneral Requirements ,,rfioru"Numbers R321 4yAt openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms- R303.3 /Illt".ilo, and exterior stair illumination shall complywith R303.6. '/,/Butlooo^Fixture clearances compiy with Figure R307'2 u{o"room at least i20 sf.; L o*", habitablerooms 70 sf. mind amin. dimension of 7 fr. R304A *areas w/ sloped cetlings less than 5 fi in height &furred ceilings less than 7 ft Do Nar comply *50% o, *oi, of the riquired area must be at least 7fi high in rooms w/ sloped ceiling 13 00238 908 Larch Dr. - SFR Office CoPY E*=G-- r....'. ,F% + ar-. --'f---I'ii c:EF$FgFfli:g=iHi i-gF t4€ 62 =# -8, =r a," F. *99 ?f 3ii 'Affii iH' sls EAtEEaiEeE uaeEl Eln iig E??E;:i' c? .E lHg;if,iEPEIIo!U F9:i6 E 6:;329t*{6diE62zz91it ". COMPASS ENGINEERING ttc STRUCTURAL CALCULATIONS For Morin Residence Rexburg,ID May 31,2013 For Walker Home Design Job #13060 801.654.2197Tel.cornpass.eng@hotmail.conr.6TW.GardenViewDr..Midvale,UTS4o1[T .i' ,, J ,. @mffi::::'l-,,_DESIGNED BY WBS JOB NO. 13060 ROOF ASPHALT SHINGLES 1I2'PLYWOOD FRAMING INSUI.ATION 1I2" GYPSUM CLG. M, E & M|SC 4,€S,1.;f0 g.ffi 400 ?r?0'2.S 15.00 psf 10:00 psf S;00- pef 0.0 DL LL SNOW SNOW INCLUDEO IN LATERAL FLgOR 1-1n'CONCRETE FL@R COVERING 3[4'T&G PLYIA'OOD MFG TRUSSES I FRAilIING INSUI.ATION tN" GYPSUM CEILING PARTITION M, E & MrgC. ,!&f0r,s*s". t'00,,,tm T.s r",aog .,1.t;Os- 31.00 psf {0-SG.psf DL LL FXIERTpRWALLS BRICK s1/4" CONCRETE rNsutSTroN '2"GYPSUM !il00 .!F..{q .r.-!,,.S t. DL D€SIGN CODE: 200S IBC 118.00 psf y',r , it ,, . ;-V e) rs-6 y f," , IJ ,,, ,f/_, a5 "cf Ia )''1 , YY i II *nMgW"€rl|w Iit ()(oo(Y) oz dIoa ao3 ootuzo aulo (/)0, a7t*\izenc7Urt ll-o (f) a 9rl o = lrJt- o oogoeaou, c o = F.(J UJ-?og, o- t riEgir*u*t'Var clr *raqe trb mausing fte'Setilngs' nnnu itsntrrd fi€n using fn,Rinling &Ti{e Bh*" sdedion. Rriecr Tifs:Enolneer:Pr*CDeacr:Pr#lD: BinEd: l1 ld Y ?013, g;49AM -' Calculafione perACtgl8.o9, tBC A0Og, nSCH?-roLoad Combination $et: ASCE Z-0S .r.t{S&lf!Pf :. -, , ,_ ., : ,Itf= r"to '7.50 =$ Phivdms2.50 ksi 375.0 psi tl, Density " 145.0d Flexurc: thea: 0.90 0.750 0.850l, UWtfaaor = 1.0 Baslicl,hdrlus . 3,122.01sri fy - Main Rebar . G0.0 ksiE-[&in R€bff = 29,m0.0kd Fr = Fy - Stinupe E-Stlmrys = Strrup Ba €iize# = 40.0 ksi 29,000.0ksi #3 2 6.25"wxlfh Span=6.50 ft Numberof Re$stirg lep perslirrup = load Con*indbn ASCE 7-0S eng:n ' Ssrvbe hedg entsred. Ld Fscbrs ndfi b€ smliad for cahuhtto{rs.L& LdlbrSgil llsnbsrlLJnlfom Lod : D = 0,450, S * 1.170 k/ft, Trihrtay ti/Hth = 1.0 ftoEsffiusrrffitny Maximum Bending Stress Ratio = Sodion u€€d br this spangu ;Appllcd Mn'phi : Allowabb tdCa{ffiinalbrl Locdion d madmum on spal Spff #wttere nradmum ooflc l@,,:. r',.r.i:,:.,, ...,,.r, Redmgda Sedwr, llllbfrr = 6.250 in, fkght = i2.0 inSpan #1 Refnbn$n9..,. 2+t at 3,0 in horn Bdtorn, from 0,0 to 6.50 fi in Eris ep*r 0.874: 1 Typicat Section 12.738k_fi 14.$73k-t +1.20010.501+1.605 3,250ft sPm# 1 Maximum Deffection Msx Doilnrind L+LFS Dcfreclbn Uex Uptvad L+Lr+S Dcfiec$on Ma< Dormad Totel DefiectbnMax UfnrardTdal Defrcen K o.0oo in Ftdo * 0<360o.ooo in Flalb = o<m0'069 in Rstio - 1128o'o0Oin Flttb- 999<180 Load Corefrudon Support 1 Srfporttnryinmffii -*-5ffi-----S165"-*- DOnry 1.$t 1.163smf 0+$ fL Vu>pq Epeosd d8Mr0.01b2.40ft, pfnvcr2-<.Vr<=irfivs qavr:rdiri.l"o.i,',".-friiliffiJ l.oool, 3.E02 5.45 Bc{wn ?.41 b 4.$ t Vu < pfdV@, Reqd Vl = l^t6r RoS,,"6 dnid rdfi ;*d5ffi';Bsirco{t 4.10 b 6.{9 i, PWc < Vu, Ra{d Vs = 3.046, u&;[orfs Esa,i at 4.000 h folrar $egm€fttl€rgtr Span# MAXrnrm EENilNc Envobpg Sfen# 1 I t:[,hr p16r{ttu $treasRa{o Locaton (ft) h $an 14.57 r.' ,. r&ghck Ltn6 t "Var car Crargetris aea using [n'$efings'meru i(un ad hen uskrg fie'Rinting & Ti{e Bloek'sdedion, PtdedTl[e:grgln€or: Proied Descr:Pn&dlD: Prined:21 ldAY 2013, 9:48,\[,t TW1g1 span# ffitor Raro Spffi#l 1+1.2tI1e0.5&r+1.6fi_+1.6$l Sptrr# 1 1+l "EO+1,60.+0.50S+1.6011SFn#l 1+1.200+l,60Lr+0.501 $panf 'l 1+12fi)r1.60,rr0.8{Hf Sgt#1 1+1.flDd).S{X.+l.ff$ $pan* 1 1+l3Xlr1.60S+0.8{lW $pan#l I+1.2{Dt0.fl}tr+0,5{X-+1.60litt $pan*l I+1.20D+0.S0Lr0.508+'1,60W Span*l 1 6.500 6.500 0.500 0.500 6.500 6.500 6.500 +1.2fl)+0.501+0,20.9r€ Spwt#1+0,9(D+1.dlW+!.fl)fl Span# 1r0.S+€+1.6$l Spsn # 1 1 I 1 6,500 2.85 6.500 5.94 6.500 1.09 6.500 2.14 6.500 2.14 Ot*d&qffi $r:,, $ptrr D&rce 'd itmt€r tfi) (h) Sptrt '[{axJ'' Dd Locrdsiil sgan tmd0ott$hafon lhx.''i'D€fr bcedonhSmrmi0,uno 0.000 013 a.n 0.41 0.20 0.20 0.87 0.87 0.20 0.41 028 0.15 0.15 3,33 2,85 5.94 2.85 e85 12.74 12.74 14.$7 14.57 14.57 14.51 14.57 11.37 14.57 14.57 14.57 14.57 14.57 14.57 3.315 vu t$Ac0f,d Oesbn l,tu dryufrtu PtWc tt4) (rl Gcnrnef{Ptd'Ye PtSt& S@rg{h} {k) (k) ReCd St0eostoedGorffir +1mt6T.ffil0.W +1"fr)Drl.86+0,8ftY +1-2011.00$*0.80V{ +1.20Dr1.0ffi+0.00Vf tl.20O+1,6ffi+0.frnff +1,M+1"608+0.S0lY +120Or1.fl!8+08)1{ +.|.2(Dr1.ffi+0.80UY +1.2@+1.66{.SXY +1.&D+!.00S+0tr$il +1,200+1.00S+0.fl1W +1.ffi+i.t0$+0.80fY *1,20Dr1.60sr0.80$l +1I0Ilr1.flF+0^fl)lV +1.2{}}r1.fl}$+0.80[tl +1.2(D+1.6{}3+0.fl[l +12@r1"SScO.E0Vf +1.20O+1.6(}Sr0.80W +1.nX)+!.60S*0.8(M +1.?{F+1.fr}$a{}.8{M +1.20d.6S*0.801{ +12(F+1.6(S+0.&I|Y +1-ffI)+1,6S*{1"$W +1.2{D+1.$9r0.8&l +1.2{D+1.60$10.Sl +1.&r1.6N+0.801{ +1.ffi+l.60S*0.&)W *1"AXl+t.609{0t(ilY +1.200+t.d)$+0.8(M r 0.00 3.00 1 00't 9.00 I 0.03 g.u) 1 0.01 9.00 1 0.06 9.00 1 0.07 9.00 1 0,09 9.m 1 0.10 9.00 r 0.12 s.m r 0.13 s"00 1 0.14 9.00,l 0.16 9.00 1 0,17 9.00 1 0.r9 9,00 I 0.20 9,00 I 0.n 9,00 1 0.23 9.00,l 0.25 9.00 1 020 9.00 1 0.n 9.00 1 0.a 9.00 1 0,30 9.00 I 0.32 9.00 r 0.3it 9.00 r 0.36 9,00 I 0.36 9.00 r 0.38 9.00 r 0.39 9.00 I 0.40 s.m 7.91 7.A 7.80 7.80 7n 7.n 7.73 7"71 7,70 7.70 7.60 7.66 7.63 7,63 7.60 7.60 r.56 7,# 7.53 7.5rf 7.19 7A9 7.18 7.46 7.12 7,42 7.39 739 7.3t 7.35 7.92 7.32 f .n 7.n 76 7.fr 721 7.21 7.18 7.r8 7.14 7.11 7 .11 7.11 7.07 7!7 7.M 7,01 t.m 7.00 6.97 0.97 6.S 6.93 LSo 6.90 6.80 6"S6 0.00 1.tr 0.11 1.m 0.?3 1.00 0.34 1.00 0"15 1.00 0.56 1.00 0.67 t.m 0.78 1.00 0.89 1.00 r.00 1,00 1.11 1.00 1&, 1.00 ln ,.00 1.43 1.{p 1.U 1.00 1.04 1.00 1.75 1.0 185 1.00 1.96 1.00 2.06 1.00 2.16 1,00 2.n 1.00 237 1.00 2.47 1.00 2.57 1.00 2.67 1,00 2.n 1,00 zE? 1,00 2.W 1.00 Vu >Pltffc PhiVc< Vu PhiVc < Vu FhrVc< Vu PftiVc< Vu PISVe < Vu PfilVc < Vu FfWc< Vu PtdVc< V$ PlnVc< Vu PtrlVc < Vu PhiVc < Vu PhMccVu PhYc< Vu PfrlVc < Vu Pfd\le < Vu PhlVc < Vu PWc<W PhiVc< Vu Pt$t/c<Vtt PWc<Vu PWc<Vu PtriVc < Vu PtrYc < \fu PhiVc< Vu PfdVc<Vu PttVc < Vu PhlVc < Vu PtdVc < Vu 1.y 4.70 4,76 4,76 4.79 4.76 d.76 4.76 4.76 4.76 1.V6 {,16 4.7S 4.70 {.76 1.78 4]8 1.78 4.76 1.76 4.76 4.76 {.76 1.76 4.78 4.76 4.76 1.76 {.76 3,0{6 3.012 2.977 2.912 2W 2.872 2.E37 2.W2 2.768 L733 2,608 2.003 e628 2.593 2.S8 2.521 2.& 2.151 2.115 2.381 2.360 2.316 2280 2.215 2.AA 2.175 2,141 2,106 W> Vg:ma 1.3 0.0 0.0 19.6 4.5 4.0 19,0 4.5 4,0 19.6 4.5 1.0 19.6 4.5 4.0 19.0 4.5 4.0 19.6 4.5 4.0 10.6 1.5 1.0 1S.6 4.5 4.0 19.6 4.5 4.0 19.6 4.5 {.0 19.6 4.$ 4.0 19,6 4.5 1.0 19.6 1.5 1.0 19,0 4,5 {.0 tg.E '1.5 10 19.6 4.5 4.0 19.6 4,5 1,0 1S.0 45 4,0 19.6 4.s 1.0 19.6 1.5 4.0 19.6 45 4.0 19.6 4.5 4.0 19.6 4.5 4.0 19.6 4,5 40 19.6 45 4.0 19.6 4.6 4.0 19.6 4.5 4.0 19.6 4.5 4.0 , TfidmtLin€t'Yor cer da6e fiis area using tn'Seffngs' rrcnu item md hen using fie "Rintfg & Ti[e Block'sd€dion. Pnjed Tide:Englneer:Rrjed Deso:PmftxtlD: Pnntsd; 20 i.L{Y 2013, 3:59PM __@rffitscEs __ Calculations perACl 318-08, tBC 2009, ASCE Z-10 Load Combination Set:ASCE Z-{FSrn ',',:'' ' , :' ia i= l"1n " 7.so = ly Density ! 2, LtwtFador = Eladctrhdulus = fy - Mtdn Rsbar = E'MainRobff * 2.50k$i 375.0 poi 1r+5.0 pct 1.0 3,122.0 td 60.0 ksi 29,000.0ki Fy - $$mlpe E-Stinup 40.ok3i - 29,000.0kd 8"wx10"h Span:a1.50 fr S PhiVdrco Fbxure: 0.90 the*: 0.750 F r = 0.850 c. gi Stirrup Ba Size# " # 3 NumberdRalisling Le6 Ps$tinup = toad Cwnfinalion ASCE 7{5 il ::.ir'-:'': -' t"' Rsd€ngula Sedon, lffir = 8.0 in, lbigfrt = i0.0 in Spflr #1 Reinfonirg..,. 2{5 at 3.0 in ftorn Botbn, fom 0.0 to 4,90 fi in $fs spar Ssntu bds 6nbnd. Load Fac0orr will bc app{hd for cabulailorp. Lotdb{3prn }hnbor'l Unifonn Load ; D = 1.76?, L = 0.,10, . i.:,. ,,. .. . t,,,.:.Maximum Bending Sb6ss Ratio Soction used forthi8 span Mu:ApplM Mn'Phi ; Allowabla LoatlCofi*tndiorl l-ocdbndmadmum on soan Spm # where madnrum ocqrs S = 1.170 kft, Tlifutay ftffir = 1.0 fi = 0.813: 1 Typicd Sccton 10.597k-fl 16.477k-fr +1.20D+0.501+1.603 2.250ff Spar# 1 Maximum kflec{ionMex Dglmufid L+Lf+S ffioctbn l|ax Uplrird L+Lr+$ Dofrcen Max Downrad T61 OsiactioflMa( UF^,srd Total Deflcctbn Support nodior ; Fs leil b #1 ffi 0.O37ln Flstio = 14f1 o.omin Retio= o<*,o.o46in Rafioe 1183o'ooo in Fldio' 999<180 lredco{rftflal,flr &lppdll Srpport2*elffimxmnl *--7agf--_---*^-7,ffi- D Onty 3.9e5 3.965 L Orly 0.900 0.900s eu 2.633 2.633 8dwert 0.01 b I 2l i, Pl{Vc < Vu, Refrt Vc. 0.00S39, uBe *ilps spacrd at hsstftsssperdat o.ddtr-cadd 3.000k1 t€ D{ N D..t+S 3.533 3.533 4.804 {.865 6.5S7 8.S7 7.457 7.497 Bst€an1,22b3.28n Plft/c2<Vu<=Pf$r/g RoqUVarl'&*@d11.5.6.1, r5Eg61npospemdat 0.000t1B*sen 3.?9 b 4.49 fi, PtriVc < Vu, Re{d Vs * 425, ffie oerpo sM at 9.000 h ,"!. !t@, &: ,fxlp,*f :.',,,.' r; Ti$ so* t"ine 1'Vou cat *arge dris Eeausirq tn'Set$ngs' msru ihm €nd $€n ueing tre'ftintng &TiSe Bbck'sebdon. RqfedTiHe: Eruheer: Pr*dDeecr:Fnoioct lo: Lod Cornbina{dl se.r*rffi* 6_--! t@on6) "_Srdtq$!98_1!flS€gtn€{ttLef$t S " Mut'rrtlu --- -*'::::-::j"::=-'-T"' i,rAffiEEFDiF.En*o-ryL=-blfq- --- jf 'r4* *ffi -stoo*nato-- Spsn # I 1 4,500 10.60 16.4S 0.64+1.4{D !pan* t r 4.s00 6.21 16.a0 0.38+1.20D*0.501r+1.6$.+1.6&l . vs#l 1 4.500 6.97 16.48 o.{2+1.20&11.60!+0.50S+1.6S1 Span # I I 4.s00 8.1S 16.4g 0.st+1.2&+1.6fi.r+0.5{X_ Spil # 1 I 1.600 s.g6 16.4g 0.36+1.8811.6$"n0.$W . lry# t 1 f.500 5.35 16,4n 0.32+1.2ffX150[+1.603 . lpEr * t 1 4j00 10.60 16.4s 0.6{+1.fl)D+l.60$*0.8&Y . qts$f I 1 4,500 lo,o9 16.4s o.ol+1 200*0.SlLr+0.501+1.fM $pan# | 1 1.i00 O.s i6.48 0.36+1.200+0.501+0.50$+1.$fit{ F|t1 1 4.500 7.A 16.48 0.45*1.20D+0.flX.+0.ffi+E - gpq#l I 4.i00 6.{s 16.1a o.ss*0,9{O+1.6ff{+1,egr - lpq 4 I 1 4.500 4.01 10"48 0.2.+0.90D+E+1.HFl Spsn # I 1 4.900 4O1 16.{3 a.zl $pdr Dbbrm 'd t.mrlConffin (k4#dcofiShalion llurn!6r (S &)+l Im0-.tr+Tffi -"--* - ;--;-' -*-; toadCorffin llg"'+'D€{ bcdonkrgpdl 0.0000 ---Im-*-- l,tt {r'!ftr,f,k PilA'c Connent Pilas PhlAn $*Uer)tk)(k) ReCd &M(k) vu (k) Aotud Dorhn +1.ID6.501+1.605 +l"SOr0.flX.+1.00S +1.200{.501+l.SS +1.2{X}+{1.501*1.60S +1.20&{.50.+1.605 +11$h0,5{X-+1.00$ +1.fl0+0,S$"+1.60S +1.8D{.5$-+1.60$ +1.2S+0.50L+1.605 +1.Slr().5tl.+1.60S +1,20010.50.+.|.6{F +1.20Oc0.50!+1.ffi +t.flXl+{l.5$.+1.fl}S +1,?&)+0,5fi.+1.603 +1.2(F{.501+1.609 +1.frD*0.S{L+l.60S +1.frDr0.501+1.ff)$ +tI)D+0.501+1.603 +1.flX}d).501*1.SS +1.20Od).5{L+1.60S +1.20D+0.50L+1.6N +1200{.50L+1.60S +1.2(&0.flX-+1.6S +1.200r0.flL+1.605 +1.10}d).5([.+1.6(F +1.&+0.50L+1.6{XB 1 0.00 3.00 | 031 7.00 I 0.m 7.00 1 0.03 7.00 I 0.01 7.(n I 0.05 7.00 I 0.06 7.S 1 0.07 7.00 1 0.08 7.00 r 0.09 7.00 I 0.10 7.00 1 0.11 7.00 1 0,12 7.00 | 0.13 7.00 1 0.14 7.m I 0.15 7.00 r 0.16 7.N 1 0.r7 7.00 r 0,18 7.00 1 0.19 7.00 1 0.20 7.00 1 0,21 7.00 1 0,u 7.@ I 0.23 7.00 1 8.21 7.00 r 0,25 ?.00 I 0.20 7.00 9.12 9.42 93E 938 9.3d 9.31 9.29 9.29 sr5 9.25 9,21 9.21 9.17 9.17 9.r3 s,13 9,00 9,s 9.04 9.04 9.00 9.00 0.96 8.96 8.92 E,92 E 8E 8,88 8,83 8.83 8.n 8.n 8.75 8.75 8.7't 8.71 8.67 8.67 8.62 8.62 8,58 8.5E 8"S4 8.8f E.50 E.50 8.f6 8.10 8.4r 8.11 E.37 8.37 8.33 8.33 Vu > PhrYc FhVc< Vu PfSi/c< Vu FlriVc< Vu PWc<Vu PWc< Vu Pl$/c< Vu PhiVc< Vu PWc<Vu PhlVc< Vu PhSc< Vu PfriVc < Vu Phit&< Vu Ptfi/c< vu PtdVe< Vu PldVc< Vu PhiVc< \ru Plrffc< Vu PhiVc< Vu PhiVc < Vu PlfVc< Vu PlriVc< Vu Pl#c<Vu FhlVc < Vu PtrlVc< Vu Phlvc < Vu PWc< Vu 0.00 0,0s 0.19 0.4 0.37 4.47 0.ff 0.65 0.74 0.83 0.92 1.01 1.10 1.19 1.8 1.31 1.15 1.54 1,63 1.71 1.9!'t.sl 1.97 2.06 2.14 2.n 2.3t 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 r.00 1.00 1,00 r.00 1.00 1.00 1.00 1,00 1,00 1.00 1.{n 1,00 1.00 1.00 1.00't,00 1.00 1.71 5.r5 5.15 5.1S 5.15 5,r5 5.15 5.1S 5.15 s.t5 5.'t5 5,15 5.15 5.15 5.15 5.15 5.r5 5.15 5.15 s.lt 5.1S 5.15 5,15 5.15 5.'15 5.15 5.15 Vr > ltt:tm 1,7 0.0 0.0 1,25 20.6 3.6 3.0 4.183 m.6 3.5 3.0 4.111 20.6 3.5 3.0 4.009 203 3.5 3.0 1.68 E6 3.5 3.0 4.016 il.6 3.0 3.0 3.974 20,6 3.5 3.0 3.932 20,6 3.5 3.0 3.800 20.6 3.5 3.0 tfaS 20.6 3.5 3.0 3.m6 20.6 3.s 30 3.765 20.6 3.5 3.0 ?.7n 20.6 3.5 3.0 3.581 20.0 3.5 3.0 3.6S m.6 3.5 3.0 3.S7 20.0 3,5 3.0 3.566 20.6 3.5 3.0 3.$13 20.6 3.5 3.0 3.171 20,6 3.5 3.0 3.f30 20.6 3,5 3.0 3.3& 20.6 3.5 3.0 3.3{0 20.6 3.5 3.0 3.S4 20,6 3.5 3.0 3,m2 20.6 3.5 3.0 3220 A.6 3.5 3.0 3.178 20.6 3.5 3.0 &FORTE-M€l{Bfn REPORT toro{ Fbor: Jobt 1 pioo{e} LL7l8'TtI@ l10 O 16" OC Ovsrall Lsr€th: 13 7.00' a Al locadorls are rnasr€d ftdn the ouilslde fae of l€fr gppdt (or ieft ofile\ar €nd). All drnencore alg hortlontal. . Hcclhn cr|& rar 1l (v4&) *d TL (va0). ' Brrd||g (l!): Al ootrpt€tclotl edg€ (top nd en) ml6t be bracad d 3' 2.8:l' 4c |!|asis d.ir{ed othnntr.. proper ffitflst ild posonrg d l*idbrdE b nqrrhd b.d|hrt nt'|b sffitty.. A rtr.Ehrsl ndylls of {E dac* has rFt bear gftrmed. . Ddlrrtonu|#bb.6.doncoinpofilErc0onrfiiasr{kh|rfof 23/32,tltttdtran'lrEdgEnkd(}{isprtnlsrdfi*hgftldildnafGddoh,n.. lddlon l co(rsld.rdo|B hr $a TJ-P|on 8trtg hdldc t/2' e6m ffiq, I F€alt $rtlr,'6 Oprl'ts Weine Staker Conrpa$$ En$ireanng llc {8*1} S64-?1 9? rompass sn$@h$tnarl sm PASSED ++ o Sr:Bn: Floor l,|.fi|ocrTtf I Jotst hS(sB th: R.6adermd At*ECodc:m Hgn t4l$trddory I ASD Q"m^* r*rsl*/ r*.nanvE 512112Q13 3:41:46 PM Forte v4.0, Design Fngine; V5.6.1.203 Joh.4te Page 1 crf 1 l4ernber Reacflon 0b6)711 @ 2.50'1041 (2.25"1 Pe6sd (689o)1.00 1.0 D + 1,0 L(All Soans) Shear 0bs)693 @ 13'3.S'1560 M(H%I r.001.0D+1.0t(AlSoans) Itlomcnt Gt-lbs)2311 €D 5'9.50"3160 hsed(73%)1.00l.0D+1.01(AllSoans) LivE Load Detl, (ln)0.128 6 5' 9.9t"0.329 Paseed fl-D!ll)+)1.0D+1.0t{Al Soins) Tdlil lr6d Ddl. (1fl)0.256 @ 6 9.50'0.658 Passd {U6r6}1.0D+1.0t(All So{E) TJ-Pro" Ratlno 56 4 M r R||rr 3o.rd b efiid b ffyd 10.6 ilCadd|lctyaboil *, btffit0 tte flIt$cr b*|!&dg;rcd. rv*anb |h.t$e sfdng d lr F,o|fucl5 nttc h rcor*nr ir& tqrrtgcilr.r pmdrtthC$ cr|hrlr md prffi d?dgn d€.eg|!3clydr.frf|F r.trodrerrwfitbs nLhd b l*slMr! fdlr bcrfutt eydc.slrrr*rc b!|ciafa0on rlanarYoofirr.yrot|!) AGilrLs(Rl*t toNr4 node!| Furdssd6qu.dt gocl.3) mriltaecnedb?f'$raftfia tfirof $bsdlrcrtsndt{G.t&db F{t'rfi.edft?adcCgt F!ft3tlo.d*d.hrnlncd b}0Ead!o|t'hri,h3f$gd.!on, nta&dftGrof .!o0.4 b|r*rorfranrb rrryorxffcbtlttthb cdrultlq| F smp$le $lth ItE o!,ra[ pr!&ct Pio*rb rsutclrld d Yt@E ri ffi.n l! t]rn|.p,tt 6{{h.t b dddc Fpri drdst b..b, dilcdonr ad qfFst tfrnrd{| hslG bc.rl &0t&f Proiect Date DE$IGNED BY Morin Residence @F*fis Mav'13 _ SHEET WBS % JOB NO 130e0 so{ Bearirq capat*tylTfiffil Sh Fodinq Siz6 Capscny (Dlfl Jnity ;hed(fTtex Dx t0x fx10rlrtOr s{no 0. 25(x,0. 750 0.8:I o 0.94 egx t0x'0.54 Project Name = Morin ResirJence Conterminous 48 $trates 2003 NEHRP $eismic Design provisions Latitude = 43.85 Longitude = -1 1 1.80000000000001 Spectral Response Accelerations Ss and 51 Ss and S1 = Mapped SpectralAcceleration Vafuee Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 0.456 (Ss, Site Ctass B) 1,0 0.181 ($1, Site Class B) St'?Mr*fi3 wBs JoB NO. 13060 Occ]|.toancv Cateoorv =I se|smtc Llesion ceteoorv =D Site Chss:D ft=6 S"=0.i+s$ Sr=0,18 F"*1.6352 P"=2.56 Sus =0.745651 Smr =0.4096 Sos =0"497101 Sor =4.273W7 See Behnr Table 20.3-1 ASCET-05 Table 12,2-1ASCE7-05 11.4.1 ASCE745 11.4.'t ASCE745 Table 11.4-1 ASCET-O5 Table 11.4-2 ASCET{S Eq 11.4-1 ASCET-O5 Eq 11.4-2 ASCE745 Eq 11.4-3 ASCET-O5 Eq 11.4-4ASCE7-05 Table 11.&.1 ASCET-O5 Tabb 11.6-2ASCE7-05 ilumbcrs usod to intarpoHo Fa. Ss rounded doum to ncercgt velu€ on tabla 11.4-l $sr =0.$ Ssz *0.75 Fal =1.6 F"r =''|.4 Numbers uacd to intcqolab Fv. $1 ound€d diln to neeFctvalue on tsbb 11.+2 $DC =c SDC =D 3 4 Stories 12.&2ASCE745 12.8-2ASCE7-05 2.&7 ASCET-o5 Figure 22-15 ASCE745 pg 228 $t,t =0.2 $r,e =0.3 2.4 Fre o tt lE=1 Csug -0"?88733 vs-0.09942 CsilfiH =0.01 vsxtN -0.01 Cscg.rrnol =0.099 O.7'Cscoh'1pot =0.070 |rl =of Eql Ct=0.u h6 (ft) =2g x=0.75 T"=0.18914tt Tl=I E=pQe+0,2SsD*0.09942xW +0.09912XD E = pQe - 0.2 SesD =0.09942KW 0,09s42xD 0.7E = 0.7(pAe + 0.2 $osD) =0.009594xW+0.0e9594XD 0.7E = 0.7(pQe - 0.2 Ss*D; =0.0s9694xW 0.069594xD t. COMPASS PROJECT DATE DESIGNED BY ENGINEERING p = qqqe-qilGcc) psf Wind Speed Vs" *tOrillh E)ooogtq *e <legrcee t12 fopo. Fador, 6" *t ,\nnd Dir, Facior, lto r 0.85 Fgu.e 0-{ page 45 Tsbb 6,t page 80 ol=1 l*a 1.00 HErcHT (fl)r(l c" (d)cr' 0s0 PRESSURE {PSF)ENDZONE PRESSURE {PSF) E$^E o-;g E}EEEF Er E9freE$"3E @g ott(h E$*5g EgEF*EE Eo6<E& E$,$$- ? 69EEe$ 0.56 0.21 -{,.43 -0.37 -0..15 0.6s o.27 -0.53 -0.48 0.180-15 o.E50 14.8E 1,1.98 8.39 3.€.-5,ti 4.71 1.-7.U -7.19 2.70160.860 15.17 15.17 E.49 3.19 €-5,€.83 10.17 4.1 €.t)a 2.7317o.472 15 5 8.tr)3.€.-5 €.91 10.4.1 €_2.77160.8E2 15.55 E.3.-6.6S -5.75 4.-8.21 -7.&2.19 o,15 8.81 3.{.-5-42 10.85 .25 8.-7 2mor.88 14.98 3.4.4 -5.1{.4.71 10.v 4-(xt -7 2.702'l 0.911 16.0 3 7 €.91 -5.04 1.U {.51 7122o.920 16.I 3.,[1 €.97 {-oo 11.19 4.38 {.-7.2 23 0.829 16.37 16.37 .17 3.r14 a {.06 -7.37 4.42 -a_-7 2.95240.s37 1f.54 9.25 3.17 -7 to {.11 -t.15 1 1.'tt)4.ft -8.7 2.glz50.s{t)18.57 16.57 2A 3..1 -7.12 €.13 -7.{6 11,13 1.17 -{.95 2.98 K'o.sd 16.16.80 9.'tl 3.C -7.22 {.-7 11.5S 1.9 -a_(F t-o2270.961 16.{s.aa 3.-7.26 -6.27 -7.t.6!1.57 {.97 -8.13 3.05 2A o.sE 17 17.06 9.5G 3.58 -7.U {.-7.11.77 .1.61 -3.0.1 -4.14 .o7 2S 0.975 17.19 .17.'t9 s.63 3.-7.39 -6.38 -7.71 1.E6 1.-9.11 ).26 3.0030o.98(}17.27 17.27 9.67 3,{.39 -7-77 11.S2 4.-9.-a-1t 31 0.988 17.13 17.43 9.76 3 0 {.45 -7 8a 12,O3 4.7 -9.14g2o.sol 17.56 17.t 9.8:l 3.I -7.:{-:f .wJ 12.11 1.74 -9.30 {.t8 3il 1.002 17.68 17..m 3 -7,€.40 -7.95 lz.ta 1.Tf -s.-a-'18v1,(m 17.74 17 .95 9.7 -7.€_-a 12.m 4.80 -9.,2 {,3,0351.015 17.88 17 10.o1 3.-7.69 €.62 -8.(12.v 4-E:-9.{.56 3 36 1.fJ21 17.99'10.07 3.1 -7.71 €.66 -4.12.11 4.80 -9.53 €.6,1 3371.427 .09 t8.c 10-13 3,'8 .6.S -8.14 12.{.al -9_5S .4.3, 3A 1.(}3;l.vo 10"19 3.{.-a-,0,91 -9.84 4.7 3391.038 18.30 18.10.25 3.4.7 €23 12,4.&-9.70 €.3,/10 t-{}'H}1A^3:l 19.27 3.85 -7.e s.-4.4.96 fl.tz -8.3,41 r.u9 l8",fg 18.3-EA -7 -6.84 {.32 12.7 .al -9.6{l 42 1.t}5.l 18.l,ttl 3.90 -7.90 -4.36 ,m .9.65 z 3.6431.mo 18-88 18.3Sn -o.91 -8.{O 12..(}-9.9{I 3.u 1.(F1 18.77 10.51 3.a {,{.9{t L 12.S 5.07 €.96 3.,ts 1.070 18.88 3.-E.11 €.98 13,.(l9 -s.sa 3. 6 1_O75 1E I 1E.I 10.01 3.-8.1 11 -10.fi -9"00 3.41 47 1.080 19.03 19.3 1.-4,{.96 13.13 7t -10,-9.3-.t {a 1.064 11 1 4.01 -822 -6.16 -10.1 -9.1 3.,14,+9 1.089 20 19..7 {-8.21 {.6.+13.25 5.1E -14.17 3.50 1 1.-8.20 -7.11 -8.65 t3.5.-9_3,1 51 1 10.&t 4.07 {.32 5.-1U -9.2 3..18 52 1.1{X}19..t4 19.4/t 1 -a-36 13.11 5.25 -10.30 ,5() 53 .1fJ7 4.1 €.39 -7.2t -l t-27 ,51 54 1.112 19.59 19 1.{.{LEa 13.52 5.29 -10^I fr- 55 1-1 19.r9.07 1t.01 4..8.'at ,31 -tu 2 -9.44 3.5,1 58 1.1 19.71 11.1 ,1.15 {.4 -7.3{t.88 {3,.3:-9.44 3.55 57 ,t24 19.82 19.82 4.-6.13.67 .35 -10.50 -9.51 3.if 58 1.1 tg.aa *1.11 €.55 -7.t-37 -9_55 3. 59 18.96 ts.96 if.1 -6-54 -7.13.77 5.39 .10.68 -e.68 3, 60 .130 t9,1t,.52 1.{.56 -7.37 r.3E -10.56 -E-56 3_ 1' VERTICAL REDISTRIBUTION OF SEISMIC FORCES Number Seismic Coeficient, Cs =0.099 0.7'c" =0.070 COM'ASS pRoJEcT Morir,r Resid?nce ENGINEIRING DATE Miy,1g SHEET Roof DL 15 Roof LL 20 loof Snor 36 Floor DL 31 Floor LL {o, WallLoad 118 Height Above Gmund Lengfh Widtt Trib. Wall Height Wallperimeter FloorAree ff)Load (lb) well Weight rtb)Roof Z5I'TZ &4.5 ?.71 4tts 102980 '14ilw}UA 0 0 0N/A 0 0 0N/A 0 0 0N/A 0 0 0 801.664.2197 compes.eng@hotrnait.conr 67 w. Gar&n vi6ry Dr. Midvate ur g4047 a. COh4PASSE l\Gl l\ E E R I l\G DArE lray,:s sHEEr_ or D€SIGNED BY W8S JOB NO. 13060 Ln{E: Z :tn soQ Tod tdrglh tltrLs[t ltoaffi llldr.kr lto wt| rm: n fltFt I l IDOVF I caacA"E lk6l.jd frbwf0 Solt ".l/Wr*t E.Z A0ol dSodfD ?!(n) lEz.Pob) | R.drpfre.ddol tl FIOIlb&ffiobld--E-T-T---r--n----1 ta W Wal Lan$l RcdB \t .logo( V Itb Odtcta oTta 0.6c'Rlt lul Tailb.l Fm WrI ltd ltsa&ul HD C.F.6ry ttlft€ $.J t\hd Yt* cfdy,* SeaEhs f.i.l/YafCe.rfy T;rdon ltD Bo[ Spr('n UNE: 5 .. .i' .:fi S..y Toldtnfft{I} -o-IEzPofl h.nprt.*Errbf -fr- M sto f.bw(ft):Z Aool w.IttrI L.nrih Rooa4 V :lot[l ct)O$rr ott ffit 0.60ru Tsdon Frsn fr.ltfr Holroilr fioErp.ory nrrd lh.r/* lNHVn f C?..ly $.bgl,rt S.hWc cf*Ta.acr ltD lof, Sp.cft L$E:A ' r.I*&rt fc'dlrn0tr('n! tlaf H!.t!o.d.l afnr.fii fil I c*As ,arl r|Ewfln r\Lb le Aod -ffi1mfls.rn I -:-l-,:li:A;,!laa-a ilu:-wd Ldrg0r Roo{B \*Flocra Y OOrrra owlu|o.#R$ AI fa(trirl Fl!trt f,dTa noth;rl ltD Caf.cilt !l?xlfu,lthc t llll C.pdy S.h9|s ail S.llVSC?rcry Tar!,bn frl HO Bot8pd|e mfig fr&tD$rt|ridfir PRO'ECT Modn Rcithnce DATE M8Y'13 SI-IEET OF DESTGNED BY WBS JO8 NO. 13060 UNE: E fX S[*y Torrtbqfi(ftF b$tHodEnbl txr|*dmlf$ aloB I CdCA.E ll,A,hd ablei(tB Tezpol I Rdrghr.e.drbf-f* A I O lSvrd*ffiI E i.b (t)od i3 Ard da oo oo nn _-T-*r-..6_l M dD6 wd l.satlrl RF B\r ;borlv ffi Qtrra oil /ffi] 0.6R[,/st tanab.l Fun tblTn llo*lotll 3166 HO C.p.dtt u,hd Sf|.r whdwd C.pftfrV S.ar €h.r 8.arW.. Ce.(ty Tandon fto ffi Bot Sp.dng L[{E: C f* qory Totiltdt L.rc.Hodry|tiOrrm nfl* !bq|.F r.G) IEZP(b) | Rd&.tb.rydrdol il A | 0 I St-.. d- hdfffhdt I l€k (b),ad 'lJaa8 wftr)1I. A!.{ 6a l-4 65 tg. w- llvd L.ndl RoolLV ;looal l, lfil OOrt*o'il o.oeRu Tsr*n Fom ktb lSlrliln h HD C*aafy t!?dgrr ts whdwdCr..if e.a9[r S.blV*Cq.cry frdo,l HD Bon Spdne UIE:o ' .:. :lat.$ry TdLcrrlot6$ *i cdcA.E l,t/trd6-.o!al ft5Y{t0 !.L"Sair yrrll(*S ez|&,ld. (b) lgl-s a2o ro. wd tm{'l Roofa lt ihoas lV ft) Odror4 ort o.aru Trodo.r Fm Wd16 HoLliln alr. HO Csdty l*xtgtar WTrdI,YJc.9.ry $.N Str S.l\flc*Gry T.|*n lto Bot Sp.d|e t'TideBb*Um1 You cm drangettbaea usiry fie'Seflingo' rn€nu it€n md hen using $e'Rinting & Tite Bhck' solectbn. ffiTSe:Engheor: Rti€d D6crl Proiod lD: Prio&d: I JUH?013. 0:39AM _Qergrtmo@l Crlefitotr BorACI3lE 08,FC 2000,CBC 8l0,ASCE 7.10 WallMatedd : ConcretoSds 0.50 Wdt€ng& n.0ft wdl#gl* 9.0fr Wdl lhhfrlc.s 6.250in Sonkrg []Dl*b l,.ftHgo All unite: 4$ofQS:,W Seneq [eddPmpsrteo fcfy Dofiru[RGb.rShe E$drU Vst Barsin# 4.0l.kyizBasim# 5 2,50 ksi 60,0 ksi 150,0 pd Verl. Bar Spacing 16.0 in Huiz Bar Spadng 16.0 inMin, BsCover 3,0 in l-dsd Shea Distihdion Pk Fbxibility illdhod : Pters Rbffi, Uslrq Rddive $tifrrees EcEv 3,120,0 kd1,2'18.0 kei Phi-Shffi 0,050 DHb qenhg Ben Hql* t I I I'(o toiri*i I i ,_- ,-,,f lordtthryedc &h{ brdYfocdon Fl Wkrdlosd Sdsntctrad-----e.0-----------Tffi"* *.Pk Ld0cfitindion Pl€r IrSo ffirmTt?ltrt P---*Elery s-!es-- ---!f S!--]s.Br **Yu ru dti 'yc P1 +'1,20}r0.501t*0.501+ 9.00 2,.W 'l 5,85 ,W|!lf t.,..''.,''t,l: ,...;:,'....,,'.';l;':'i.:.'';,'.';,;. ; Rebar Rqdin PkrAs - llorts ,F - Ve.t 4,4i] 1W.50 Vu<Phivc,z, Mh Otly 54S > 1.35 in2 10*'[ > 1.98 in2 Pl€r Pi6r Pis lD Grap %V Ftoln Aborye Nu Apdhd Vu Apdied Vu VuFtqtr Gffin 8of V$ Abo\re Vu Tdd toad0rynb Fkr %Axid Nu sdf vs Nu Tdd Gd€nl t.dConS 0.0P11.000 5.848 0.0 5.848 +1200*0.50tF0.5S 0.000 0,0 21"615 0.0 21.645 +1.4@ a'. Tlde BbckUrF I Youcardw{a$baea us[q Se'Sefiingn' rnenu iHn trd lh€n using he'Rinting & Titb Eock'sd€cti,on. Pnied fi{e: EnoineecPr*d D€sct:Prohd l0: PfinM: 8 JUN 2013, 6:40AM @nqS,f t $ort Ceddom per ACI 318& tsc 2000, CS 20t0, A8CE t t0WallMatedd : ConseteSds 0,50 Wdlk$g6t Ud ffiglil tril Thfdslc.c ooonhe D Lffifs" trb{al Pruport€s fc ty Default R&n Sbeo n SliclngV€rt Barsie# 4,0l-briz BaSize# b Ved, Bar Spacing Huiz, BarS@ng 2.50 ksi 60,0 ksi 150.0 pc| 16.0 in 16.0 in21.ofi 10.0f| 6,250in Ftri- Sfps 0,650 Q1q-hg Oldb OpGrdrU Min. Bs Cover 3.0 in Laterd Sle* Dist'ifuUgt H€r Flodbility Method ; Phre Rigld, Uring Retdirre Stifrress i_ 2t,f fi IIl EcEv 3,120.0 kei1,248.0 k$ Wldft Bo$om Hdgttt All unils: Loill"Y'Locdofi {O l}ild toad SdsmhLd tomfngntt* @| 10.0 5.S5 8,756' r1.,Pkr Load0ofitindon Pt€rlnb ' -*--- erRsdtlpl€rlD firlfodmumS]rca *@yu vu dri;r,c Nob As-t{oiz ' As-Vort*F1 ;i,200-0.50k',0501- iom ti.00 1'.-*9.43- i49 *$a?5 **tr,.pt'ivca,Mi"o{y*-*5+s;1.50int itrf4;t"Nh2 -W'4$| .;.,".,,.',u;,i,.1i,:,:;+ ':.,,,.. ' .Pk Pi€r Pig vu vu vu From cd'€fir ---***-*6*- Nu --*nu --- Frun**---"- &rwnlP_ 9rss * *3_y-__ids*_sf ry _issJsl€* *uafis!Pl 1 1.000 9.432 0,0 0.0 9,432 +1.20D+0.501, Pb 96Adal 9,432 +1.20D+0.501r{0.6q 0.000 0.0 n.w Hu Frun----------Gor€m- Sdfwt Aborye NuTotal Load0orb Nu Apdhd 0.0 2.957 +1'4& (,- t Tfl€ Blockutp I Vou dan Crarp{ris aea udtg fn'Settinp' menu ilem ad th€n usirghe'ftinttp & Ti$e Bbck'sdectkn. Tilh Blod< Ure6 froiedTHe:E4$ne€nfrdctDescr:Roiect lD: Pnnhd: I JUN2013. 6;39A1, Deccridbn: tir3 ,;6grxal,|ffieiFrr Cdcu$onr por l0l318{8, FC aS,CS m|0,A8CE 7-10 WdlMaterial : Consete Sd$ 0.50 rUd [eq,0t 24,0fi Wdll{obht 9,0ft Hr$Thlckncll 6.250in r nrrra r! I}htb Oprrtit{r{trtrru u LdtEds trdill trffidPrcpertu fc 2.50 ksi fy 60.0 k{ri D€rcity 150.0 pcf Ec 3,1200 ksi Ev 1,2t18.0 ksi Phi-Shear 0,660 Dh(b On Ntktg Bo6om tl*l* DoftultRsbn$h & Sprdng Vort Barsb# 4.0 Vert. Bar$padng 16.0 in Flxiz, BaSpatng 16.0 inHoiz BaSire# Min. Bar CoYer 5 3.0 in Lalerd 9tw Disfltutiqt Pkr FlodHlity lffirod : Piers Rigffi, Usirg Rddive $ilftees Allunib: AW Concarilratcd Lffil L@& LodYLocen 0l Lordfrgnhdr SScl Wlnd Load SdsmkLod 9.0 2,138 s.970 lD bMarlmumStw loadCortdildon Plarlnfo SfBrVd{Is {k)&(Pst} fbiSrl ten$Gmup Vu w Phi"tc Ilole Rsb6Rsqd in Pi€t As-Fbiz Ae-V€rt :@,,i,1",.:::,,Phr Pler PEr Vu Vu Vu Flun Gffetn Pl +1,S$d.50-+0.20$+€ 9.00 24.00 I %V Apdi€d Sdlltfr Abote VuTdd loadomblD Gmup % V Apdi€d Sdl l|fr Abote Vu Tdd Lo*fld P1 1 1'000 5'976 0'0 0'0 5'976 +l'20DrO'5$'{0'20s 5,S 4.15 109.50 Vu<PhiVcl2, M{n Only 5# > 1.35 inz 1141> 2.16'n2 Pkr %Axid Nu sdf wt Nu Tdal Gouern Lodonb Frrn Abo,e Nu A#i6d 0.CI00 0.0 4,613 0.0 23,613 +1.4@ r.- I , |'. " riseAdckLinet Vorcardrag t{sam utitrg fia'Se0irgt' monu item ald tnn using he'*inting & Tiile Blodr' s6l€ciim, @edTitle:Enf;lnw:Pnjed Deea: Rr&dlD; Desidnn: LlneA ffiI,,|r*0{ F',.GrlcldrdomparACI310{0, FC 400, GBC A$,A9CE7.t0 WallMaFial : Concretose 0.50 Wafi trng0r 62.0fi W.S Hdgld 9.0tt t$Ttilc|tmrr 6.250in t#rhlnopsfor fc 2.50 ksi ty 60,0 ksi Density 150.0 pct 3,120.0 k$i1,2{8.0 l€i 0.650 Acnhglbilil Defaufi Mrr thos &Sprdng Vort garShe# 4.0 lkxizBa$ize# 5 Vert, Bar Spaing 16,0 in l-loiz. BarSpaing '16.0 in EcEv Fhi - Shetr DHto Botbfi Min. Ba Cover 3.0 in bterd glw Didritution Pkr Flexibility lldhod ; Pkrs Rbkl, U*ng Rddive Sffitcs op.nhsF Lm.Opelthg md0l 6.0 6,0 6.0 6.0 7.0 3.0 3,0 5.0 5.0 6.0 10.0 19.0 26.0 40.0 50,0 1 2 3 4 5 1.50 1,50 1.50 1.50 0.0 Alluntts: ,Adslbd:G t{fi6@'l"@. bdrhgnkd! frhc) Lod'l'bcdon tflN Wird l-oad Seiemb t oad 9.0 5.3m fer 5.615 Pb badCos$indkn lD forMadnumShea Pk116 Hd$'t lsn$rQqe Sh€trVdws (k)&(ps) w plti 'vc R€baRsqdinPk As-l.bh As-VtrlVuNob P1 +0,90D+1,60W F2 +1.20$r0.50tr+0,50l+ P3 {0.900+1,60W P4 *0.900+1,00|1 P5 +0.900*1,60111 PB +1.200+0.50Lrr0.501+ P7 +1.200d.50L+0.50S+1 PB +1.20S4.501r+0.501+ Pg {0.900+1.60W ,og Pi€r Pis Htr Vu Vu Vu Fron -,Gor€nt Pier Nu Nu - ro*9ryyg_J|y- Apdie{ s{',vt*_l8g _*!$at _kg$g$"*_ p1 1 1,000 8,576 0.0 0,0 8.576 +1.2@{.5{X.F0.5$ljxi{ Applied qetrtrvt NuTdd 1.51 62.00 1 8.00 't0.00 2 0.00 6.00 2 0.00 4.00 2 8.00 9.00 2 0.50 17.00 2 5.50 5.00 3 6.90 6.00 3 1.49 50.00 4 8.58 2.46 1.6 0.s 2.17 2.04 1.06 0.s 7.59 2.31 107.53 4.09 85,00 3.51 S,00 2]1 66.m 4.01 65.00 2.00 107.81 3.S 65.00 2.73 65.00 2.53 108.S Vu<PhiVcP, Min frtly VxPhiVcJZ, Mh Only Vu<PhiVcP, MinOtly VucRtiVc&, Min Only Vu<Phivcf2, Min Otly Vu<FhiVcl2, Min &tly Vu<PhiVcf2, Min O{y VucPhiVcl2, [m etly Vu<PhiVc/2, Min&ly 1+5 > 0.?3 in2 28{4 > 5.581n2 3.ffi > 0.90 ire $#4 > 0.90 inz 3#5 > 0.90 h2 344 > O,tl in2 3.ffi>0.$in2 2*1>0.fi1n2 3+s > 0.90 h2 $*4 > 0.81 in2 1.#5 > 0.07 in2 8.#4 > 1.53In2 3# > 0.82 in2 3+{ > 0.45 in2 4-{ffi > 1.S in? 3{1 > 0.54 in2 f -il5 > 0.U in2 ?344 > 'f.50 in2 Fro{n Abo€ Gcnnrn Loa#otts n A 0.296 0.0 0.0 Z./t5f 2,455 +1.i@+0.501r{0.50t pA 2 A.18 0.0 0.0 1.26{ 1.264 +12ffX}.5o.ti0.5& P4 2 0076 0O 0.0 0.8t94 0'S494 +'l'2$O5CI*r+s'50i pg 2 0.A53 0.0 0.0 2.167 2.167 +1.UlD{0.5S-r'{.5O p6 2 A238 0,0 0.0 2.0{0 2.0{0 +120[H].50{.t{0.5& 0.000 0.0 10,162 0,186 0.0 0.566 0,145 0,0 3.s4 0,129 0.0 2,w. 0.26 0.0 5.90 0,315 0.0 0.904 0.0 19.162 +1.{S 1.8S 8.441 +1'1{D 1.175 5.100 +1.m 1.A11 3.64 +i.4@ 2.2% 8.195 +l.'l{D 3.i96 4,116 +1.{{D ,t... Tide SodtUrp 1 Youcardmp$igaea using fn'Sdtin6' rnnu item ild h€n using fie'Prln$ng & Ti(e Bhck'$d€dion. @edTrSe:EngirreecPtol€d D6cr: Prok$ lDr Pdnbd: 6 JUN 201 3, 6;40A[l hcripton: LineA - Pier Pk Pi€r Vu Vu Vu From Gown Above VuTdd toadCqnb Pier %Axid Nu sdf wt Nu Totd Gorrgtt Load0dnb]PM!{}I_ w 3 0.519 0,0 0,0 ,1.058 +1.20Or0.501f+0.5S g.9g2g +1 "?D+0.501r{0.5S 7,504 *1'2{F+0.50tr{0.501 m3 P94 0.481 0.0 0,0 1.000 0"0 0.0 1.058 0.9820 7.591 0.471 0.529 1,000 3,0s 4.5E9 8,170 Frun Above Nu App|ied 0.0 0.0 0.0 1.997 4,942 +1.10n Z.1lg 6,766 +1.40o 30.94) S,090 *1.4@ ." l' ,11, TitleBh*tin€ 1 Vou cirn dra4otris area using the'Sefiings' rpnu itern and $en ueing fn'hinfng & Tih Block's*ciion. ffiTide:Englrper:Pniect Deocr:Prcied lD: Prlnb* I JUN 2013. 6:41AM D*sifrion; I'ineB Gcqsrrl Informrtfon Grhdrfor prr ACl 3lE{8, EC m0, CAC 20(0, 48CE 7.10 WdlMaHid : Concrats Sds 0.50 |tr$tat40t W.H Hdglt l{dllhbktccr SsrWP Dl|[b L€ftES. *&rialhopctter fc 2.50 ksi fy 60,0 ksi Dendty 150.0 pd Ec 3,120,0 ksi Ev 1,248.0 k$i Phi- Sftea 0.650 Itktb Openlrq Bofrom tHght Defrufr Raber $kao & $padngVeft Barsb# 4,0 HdizBasizef 5 Vert. Ba$paing 16.0 in Fkriz, Ba Spacing 16.0 in 14,0ff 10.0n 6.250 in Min. Ba Cover 3.0 in Lahrd SlFtr DMih{ion Pler FlexiHllty llo&rod : Piers Rbfi, Using Rddive Sffinees Oe.nlU l-10 lei;iI Allunita: Af,pl&d.:e L Ldt|rgl&dc @rl Lod Y Locddt $lr$dload S€ismb load 4,44 --*-**-*6.m* Pier lodConbindior Phrlnh SlffiVdug lD fs Madmum Stnar FkfSht Len$ Grup Vu vu 10,0 (04F6') phi"rc lw RsbflRsxth PkAs-l.loriz As-V€rt P1 +1,8D+0.501r+0.50L+ 10.00 14.00 1 7.10 8.46 65.00 VucPhiVcl2, Mtn Onfy $# > 1.50 in2 **Govern - Pfor Pler Pis Vu Vu Vu Fmn Pkr Nu Nu Frsnq _q!sn_ _t"y - _lpH_!{s__$gs__YrIsd _@-*__ *- Iry{_ns{** i$vst- -$s_-lsldd. ---*!q{sq I 1.000 7.104 0,0 0.0 7.104 +1.ffi*0.50-r+0'5&0.000 0.0 1S.S 0,0 15.95 +t,it0D 7+4>1.mn2 .- *Go€nt- P1 i"{TinoBbdtUne I You cer dwge h{s aea u$ng tn'Se{$ngs' m€nu it€nr *d Snn using tn'frinling & Ti$e Bock'selsdion. PqlectTiU€: Emino€N: Prrded Desd Pro*ed lD; Pilnted: $ JUN 2013, 6:41AM Wt*d._lllllnm$oa Cdmffiom pu ACI 318{8, m Xm, cBC ftr0, ASCE ?.10 Wdf Malsdal : Consete Sd$ 0.50 Udltotgdl lVrll ]leh[il lldlThlctmts opcnl"s P ,#[f- Defrult RsbarShea t $pactngVst Barsbe# 4,0 Vat. Br@ing 1S,0 in Hori:, kSpadng 18.0 in UeddPtopruoe fcryDenslty 2.50 ksi S.0 k$i 150,0 pc{ Hoiz BsSize# Min. BaCoyer 5 3.0 in0.0fi 9.0ft 6.250in Opailng Wld0l EcEv Phi-Slpd Ddb Bofron 3,120.0 ksi 1,2rf8,0 ksi 0.650 Opcnlq lhbhr Lderd StmDistdblion Pior Fl€xiHlity lhhod : Pi€rs RbU, Using RetdveEtiftreos ---1 Allunits : ifinryS ,ts&r6il'l.d84t tordYLocdon (O trrdl.oad Loedfbgn&rdo (t$r) Sabmb Load**9"0 *"3,m5 Pblnb Leng$Gffirp 2.570 Sffivd"m t*tfiiHt-* lD for Madmum Shail Fhight Vu $ri 'vc R6bd R€d in Pi€rAs - l'lodz tu-Verl Fhrftro Pl +1"SD+0.501r*0,501+ qfi#f . Pk Pls Pi€r Vu Vu ----_-_Gorern -ffi**Ru - Nu * --Fun lD_]Qgp_* __1ll**1$g{_!orf S VuTdd lradCor$ %Axid AFplbd Soffm Abow NuTdd 9.00 6,00 1 5.28 14.60 65.m Vu<PhiVcP, iilin Only i#6 > 1.35 in2 3+'+ > 0.54 in2 Vu Frcnr Aborrg Gor,€rn load0onb Ff--"T._*-- rooo l"?s6 Lo 00 S.2f6 +1.m.50Lr{0.5e 0.000 0,0 5.900 0.0 5.969 +1.1{E : ,r'-, Tide Ebck Line 1 Yoncmdurpefiisma usiq fe'$ettings' rmu itenr ad then using fn'ftlnting & Ti{e Block'sdectioo. Rrted Ti0e: ErginsetlPrdect Descr: Proiect lD: Rirlbd: E JUN 2013, 0:411*, Descri$m: l"he D &nrrel hnormdiost CCcnSom por ACI tt8{0, m 2000, CBC 20t0, ASCE 7-10 WdlMabdal : Cmsete Sds 0.50 Wa[tdr$w|swm Wdfhktuss opnhsilt ,ffi. 5.0ft 10,0f| 0.250in Oprnkrg Wd0l 2.50 ksi 60,0 ksi 150.0 pd Hits*rlnopeifior fc ty Dem.ity Defaufr Rsbar Sh & Sprcltq V€rt 8er$B# Hoiz BaSiize# Min. BaCorer 4.0 Vxt. Ba Spacing 16.0 in 5 ikriz, BaSpadrE 16.0 in 3.0 in Ec Ev Phi-StEtr DHtoBtur 3,120.0 1,2,18,0 0,ffi Audngwhr H tderd StparDidrih{im Pierxsl Fbxibility liHhod : Piers Rbm, Usirg Reldivestftress ir!oir;i* I All unlts: Apdicd Concentrsed L8tsll L@d8 Lordlhss fibo) LodYLocdor tq Wlndl-ad Scis{nb Load 10.0 Ca{$indhn lD fuMadmurnStFd 2j94 PkrkS l-ldght torg&ewp Vu SreaVdtB (qAF6i) w dti'vc RS{RsdinPk As-lbiz As-V€rt 1.013 Nob P1 +1,M+0.50l*0.50L+ 10.00 5.00 1 3.S1 11.70 *,r&{&,ftq*fiilt6&ll..ri!r,i:''.,'.',',r","'.,,,, i l.:r. i':i'r,": Pkr Pis Pb Vu Vu VuFon Go,srl 6S.00 Vu<PhiVc/2, Mln Orly $,ffi > 1.50 in2 3+4 > 0.'15 ina *m"--Frotn -- l0 Grdp %V ApplH Sdfl,vt Aboe VuTdd ljo#owt Pkx i6Axid Nu ASed Sdfl{t Above NuTo{al Go,sm LoadCcnb P1 1 1.m0 3.510 0O 0.0 3^510 +1.20or0.50-t{0$01 0.000 0,0 0.466 0.0 gffi +1.{s . (, f ''Y' ' "Ure'msnu lhm 8o{dqn > Prln$qg A n6a B|oc* toret$el.fta llnor of Iniormdon foryour prognm. Tltle : trln|-ryrlYYall Job* : talnlane Dsgnn Desc 916 lcvel trYelt Pap: -Oate: 2l MAY2013 dlin File:1il160 morin Restrained Retaining Wall [lesign Code: IBC 2009.AC1 318-08,ACl 53G'Og Rstainod Hebht Wall helght abow roil Totalwall llsight Top Support Height Sbpe Bchind Wal Hsk;ht of Soil owrToe Watrr height otcr hsel A)dal Daed Load Aftl Lir€Loe{, Adal Lo€d Emntricity o 0.00 rl 9.00ft 9.00fr 9.00 n 0.00: 1 0,(Fin 0.0fi = E14.0 lbs 1,685.0 hg0,0 in HeelActive Pl"siura Pa*ive Prsssura Soll Demity FodingllSoil Fdctiu Soilhe[htto $norcforpasiro passure Lalsiel Load a ...Hsbht to ToF F ...lfabhtlo Bdton = Th€ sbol,s Hcril lodhas bosn incresg€dby a fr€tor of Wind on gryoeoO Slgm - I ; Thunrbnell L------- -...-. III 0,mfi Line Load 0.0 t Allow Soil Bearing = 1,500.0 Ff EquivalEnt Fluid Pressur€ tulathod 32.0 psf/fr 250.0 pf/fr 110.@ pcf 0.400 12.(D in Surcfiaqe Olrer I'bsl - 0.0 Fcf>>>UEad To Recisi Slkting & Ovstuming Surfiargo OlcrToc = 0.0 pef Urcd tor Sliding & otrertumiqg Axlal Load Applled to Stom I 19.4*e9.00 t 0.mt 1.00 0.0 pit ;AdFi;ent Fodotlg Lod -t Adia€ontFoodng Load - 0.0bs Foodng WHfi * 0.00ft Ecccntdc{ty = 0,00 in Wallto Fts CL DH E FoffiqType Baao AboE/Balorv Soil st Beck of Wall ' ffiar{tr P6sru;3 Sotanrfc t-o"O- .' - '-*1 Kh Soil Oensity Multiplbr t 0.200 g Ad&d robmb pcr unit aea - 0'0 psf Gum-wdgmseumic Load- -lFp/wpwobhtMultiplbr Poieeon'r Retlo = 0.3ffi = 0.000 g A&ed eeig|nic par unit area =0.0 plt Unlform l.atarsl Lo.d Apdl€d to Sbm 0.0 pef Tdal Sosdng toed ...r€sultent@. Soil PressuB @ Toa Soil PltSEUte @ tbol AllovYabb Soil Pteeeure ExceedE Allouablel Ael Fedorud @ Toa = 9,'1fi) Pof ACI Facfotcd e H6cl = 8,09{ Psf Concrc{e Thlcltrws B 6.25 in Fy ! Wall Wchht = 78.1 Psf fc a Stom i3 FREE io rotab at top of footing = 3,222 hs= 0.08 in = 6,186 psf ' 6,186 psf * 1,500 p,sf NG NG tB Top Support Footing Shear@Toe B foo$nSStner@Fleol = Allawbh E n ecdonatTop a Reac0on.tBo{hn - ..."ior 1.5 : 1 Stebillty = Load Frcton BulHing Cotb Deed Load Liw Loed Earth, H W'|(|,w $alEmb, E 0.0 pol 0K 0.0 pai OK 75.0 p6i 87.3 hs 88.3 lb gtortr O( 9.00t *5 10.00 in Edgs 3.75 in $imO( 4.48 fi #1 '0.00 in Cenbr 3.13 in SnOl( 0.00 fr *5 16.@ in Edgc 3.75In Slldhg $tablllty Rdo . 13.27 OKglldlm Calca ffertiml Comgonant NOT Used) Lrbri-l Slulng Forcc = 88.3 bs bqs 100% pasci\€ Forcr - 117.2 |b bss 1@% Fri€iion Forcc= - 1,288.7 bs 0.098 196.4n# 2,000.8 tr4 17.00ln 0.m0 0.0fr+ 3,684.2ft+ 87.3h 1.9,f pai 82.16pll 10.50in Addad Fore ReqU - 0.0lbg OK OK0.0lbs tsc 200g,Acl 1.200 1.000 1.600 1.600 1.0@ Hooked ambcdnstl into ftoting O{hcr Aoeplam g|nE & gpncln$; Toe: f, 7 @ 16.00 in €r- Not roq'd, Mu < S'Ft hleal*6@16.00in -or- Notr€qu,MucS'Fr Key: t{o kay dcfincd or- No key dadnd DelQn llcbhtAbqr" Fte Rebar$ia Rcbar Spacing Rsbsr Pla6d al Rebor Dsp$ 'd' Dcdgn 116 ftlFB + f;alFa Mu...Aclual Mn ' Phi.....Allorvabk Shear Forc €l$is h3bht Shcar....Actual Shecr.....Alltrtabb Robar Lap Roqulrad 0.0m 0.0 t+ 3,S8'1.2 fi* 87.3 bE 1.94 Fi1@.54 pci 21.36 in 60,000psi 3,000p6i f,mar Botruscn . rr t. " |.r_ t'thomnu }hn Sctdngs > prlriltq &til. Bbcfto rgt fl0ar nt'c llnet of Infonnrdon for your pogram. Titlo : IrlnlrrrlWdlJob # : llrln [.eve Dcgnr:Doccr 446 L,!,ol yvell Pqo:_ Date: 211/14Y2013 L&ime: l$V{C060017 Code: IBC 2009,AC1 318-08,ACl 53&08 Foodng Sbrngttrs & Dlmenrlone I Toc Wktth - 0.00 frH€€l Width = 0.S2 TotalFooling Wi<ttt o '-'_*e6f 3 3.m in 0.00In 0.Sin 0.@fi fc : 2,500pei Fy = 60,fiDpsiFooting Concrcts Denerty = 150.fi)pcf Footing Thickn€s$ KsyWlclth Ksy Depth l(ey Diatance ftorn Toc Fado|€d Pres$urg Mu': Upunrd Mu' : Dwvnward Mu: Decign Adual 1-Wey Shegr Atbrr 1-Way $hear 9,'*00 8,034 psf 0 ofi* 0 oft+ 0 0fi4 0.@ 0.00 poi 0.00 0.00 pei Min. Ae %. 0.0018 Cover@ Top = 2.00in @ Btn.= 3.00 in of Forcec on : $lab b 1{OT Forcec ac0ng on foofing ior overttmlng, rllding, E roll prmun o'mtmlryfomqn!r.,.l-alcrel Diglsns ilorpltlbsfin+ $tam Shcar@ Top of Footing * {7.3 -b25 Btem b PINNED at Reihdng tomcntr...Vartical L&ral Dishnce irbrnanf -,__*-e-s____ _l!9*_ _!_-* * fr-# = = 2,499.0 = 703.1 . 19.5 0.26 650.6 3,221.7bs fusFtf€Momcfi '839.0 l'bolAdiw PrcssufG SlldlrqForco r -1.0 0.08---* ss; -21.8 -0.1 '21.5 21.9 fi4 2{.9 ft* e$2.6tw Yra 6,185"8 pcf $urcftargcOtertbol Adiacent Foding Load ASsl Ocd Lo$on Sbn Soil OorToa ttnar$ffrlil,arroc Soil Orsr l.l6el Fodl@Weighi ToirlVcrH Forcr &ctrmingMoment Fooilng Strbiltty Reso 838.97 tlet Moment lhod ForSoil Prueeure Cefiilbtoili ilet nom. rt SbrtFb lr*ertrce: ilbw. nom. O eenlFq lrilrttue : Allm. tom. Ercordl Applbd nom.? Ilnnfore Ur*io{frr Soll Prtcsurte r 0.m 0.52 0.26 1tr}.1 5.1 OESIGITIER I*OTES: (. lt '|l.n ^' Urarmrs ilenr Sot0rqn > Ffrln$ng A Tf|lo Ffockto rd tlo.r firo llnac of Inlknrailon foryour Fagrtm. TroG ; F|tnmrrtttfdlJobf,;.-lfar.,. DsgnrDessl Pagp: _Dsb: ?1i1AY2013 Code: IBC 20O9,AC| 318{8,ACt OS0S Rstein€d Hcigtrt Well hdght abow soil Totsl wellH€bht Top Support Height Slopc Bchind Wal lleight of Soif ortcrToe Water height owr heel E.00 fr0.50fr II Sulcharyo Loe6 H€cl Adir€ Prsosute PesSiw Pmasurs SoilOeneity Foc[ingll$oil Fdcrbr Soil h6bht to igrpn br pagcivo Frsseure labral toed E ...tlEhht to Tof = ...l{sht to Eoton = ths ab€n s ldml loadhasbcen incrrEscdby a frclor of Witd on E€os€d $tern ' K6 Soil Danaity Multblier = 8.50ft 8.Sfi O.ff): I 0.00 in 0.0 t 48.0 peflft 25O.0 ps!/[ 110.00 pcf 0.4{n 12.(D in *l A{poontFoo{ng Lod -l $udta'gc olrsr H€€l = O.O psf>>>lJ8d To Reist Slldlng E Gantdming Sur$arge OlerToc = 0.0 pof urcd brSffiirg & Onnumiqg lr\tffi**-*l 0.0*/[ 0.00 fr 0.00 t '1.00 0.0Ff 0.0 hc 0.00 i 0.00 in 0.00 a Ur6 Loed 0.0 ft 0.300 0.0Ff 0.0 psf A4l&rilFoding Lod Fodir4mr$t Eccaftidty We{to Fb Ct Diri Fodirq Type BesoAbsa/tsaby Soil etBdof W.llA&l Dsad Lod * ?,075.0 lbeASel tir,a Losd = 2,16S.0 lbArdal Loed Ecccntrhity - 4.0 in i Errtr Pttsrurc6€*rmtc Lo.d -..-*--t Sbin*clgltsebmlcto.d - tFp/WpwsightMuftiplier - Poisson'a Ratio 0.200 g Addad saismic per unfi aree 0.000 g Addcd eaignic per unil area Alhv S{ril Beering a 1,5{X}.0 p6f Equtoalent FluH Pnesure itlcthod TddBearhg Ld ...rooulmt cm. Soil Praseulo @ Toe $oil fiwouru@ tlael Alhflsble . 1,5O0 p61 Soil Pra$urc Exceeds Alhu/ablel- ACI Factorcd @ Toe r 10,506 pof ACI Fdorud e Hel = 10,506 pef Stem Construction Thhkmer = 8.{X} in Fy : WeSWbbm ' 1@.0psf fc E Stsm b FREE to roteb af top of iodirqr{G l.G 5,115 be 0.00 in 7,873 pcf 7,673 pef @,Wpoi 2,!O0pEl STop&rppst SmO( 8.50 ft *4 16.fi) in Canbr 4.00 in $tem OK 2.90 n #1 16.00 in Cenbrr 4.00 tn hn 0( 0.00 ft *4 16.{X} in Cenler 4.00 in krraxBdrren PslJgqo-OFff.of IIUI FodingShear@Toe s FodlryAhear@lld - AllosEbb g fuac{on&Top a RcscdonrtBodtom a 0.0 pai OK 0.0 pci OK 75.0 psi 648.2 bs 985.3 bs Dccfin HclgfttAborn f& Rcbar Sizs RshrSpacig Robar Placcd El Rs$srDep& U' Deatrn M Slldlno Crhs Slsb Resistr All Slidino !Latgnll SlUing Forcc ' 985.3 bs &lFB + felFa Mu...3ctual Mn * Phi.....Albunble ShoerFore @ thb halght Slpar....Adual Stcar....Alkwabb Rebartsp Requlnd E 0.769 I,S4.7 n* 2,580.5 tif 1,004.5lbs 20.03 p6l 100.00 psi 18.72tn 0.753 1,942.6i+ 2,580.s A+ 18.72 in 0.0@ 0.0fr* 2,580.5n* 1,/+5:1.1 bs 30.27N 75.00trri E.aOln L.o*lF|c*or! Buildlng Cod6 D6d Loed Livo Lord Earh" H Wind,W Scismb, E rBc 2009Acl 1.200 1.800 1.600 1.000 1"000 Flool(6d arnbadrffit iffi boting olher Acoe$lo Ska l9pl4ge: Toa:#7@16.00in +r- t{drcqd,Mu<S"Fr tbc[*6@16.00in -or- l{oltcCd,Mu<$'Fr lQy: ilokeydatued or- tlokaydefined -1 'l *c. l.l'l!*o"manu knr SUrEl > prlrsng & Tl0. goct to rct $s flvr llnol of Iniormr$onforyour progfiam. Ttds :Job*: Descr: 8[amontt{.n .,.11sr... Dsgnr:Page: _Date: 21MAY2013 ffi ffffiJ:- Emtnedno Regtrained Retainlng wall Design code: tBC 2000,Act 31848,ACt 53&08 i fooUng Sbcngffn S Dimendo;-- TosWHth l'lelWklth Total Footing WH$ Footing Thickn€ss Key Wkttr Key Degh Key Dl*lance from Toe 0.00 fr,--_ _q,"al.0.67 3.@in 0.fi) in 0.00 in 0.00 ft Factolrd Fresaure ! Mu':Ufnrard r Mu': Dcnilrnrard s Mu: D*ign : Adual t-WayShoarc Allor l-Way $hear = 10,506 10,fl)6 psf 0 oft* 0 0t+ 0 0n+ 0.00 0.00 psi 0.00 0.00 psi !":. ^ 2,5pryi Fy = 60,0@psiFooting Conclgts Donsity -= i50.00bdMin.As% * 0,fi)l6 of Forces on acdrq on roll $6$ur" N.d Noflr. d 8i.mtrb ttrtbftrcr r Albw. nom. 0 Semmg k&rkc r Allcv. tonr. Exeoodr Apdlcd tom.? fhersfiori Urdfonn Soll pnaa.nrg ttem ie PlNt{ED at {iskir€ morTEnt3 about front of footing to fird eccentric*ty)Surcharge Ovcr Heal rB 15E frAld€l Dead Load on SlEm = 4,2/m.0bi 0.33 tSoil OnrToe = h* nAdjscsnt Footing tosd = lbs frSurcfiarga OverTos o lbs fiSrdn Wcbltt c 850.0be 0.3A tSoil Olor lleel = tba 0.g7 tFootittg Weight ' 25"0h 0.33 ft Tobl Vcrffcal Force * 5,110.0hr lrlornent o ft+ 1,413.3fi+ t4t{ t{ 283.3fi+ fr.# 8"3ft#- *- r,zoaon* 0.0fl{ t,6le8n{ YGE 7,672.6 psf Cover@Top = 2.00in @*n.: 3.fr)in D€SIGNER NOTES: