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APPLICATIONS, CO, MULT DOCS - 06-00469 - KFC - Remodel
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Main St. / Rexburg, ID. 83440 Building Permit No: 06 00469 Applicable Edition of Code: International Building Code 2003 Site Address: 568 N 2nd E Use and Occupancy: KFC Restaurant Type of Construction: Design Occupant Load: 53 Sprinkler System Required: No Name and Address of Owner: S&H Inc 2866 Bay Star Way Meridian, ID 83642 Contractor: Strout Contracting Svcs Special Conditions: Occupancy: Business, professional or service, restaurants less than 50 This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed wes found to be in compliance vuth the requirements ofthe code for the group and division of occupancy and the use for ttil~ich the proposed occupancy vies classified. Date C.O. Issued: C.O Issued by: November 01, 2006 (03:24P ~%~ Building Official There shall be no further change in the e~asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building orany portion thereof until the Building Official has reviewed and approved said future changes. Water Department: ~ v ; - ~ Fire Department: State of Idaho Electrical Department CITY OF REXBURG BUILDING PERMIT APPLICATION Please ~ 06 00469 1 g E MAIN, REXBURG, ID. 83440 If the ques 208-359-3020 X322 ~~ ~, ~ 13 ~ ~ ~~~~~~ KFC RemOd.el PARCEL NUMBER: ~ ~G A C~ ~ .~ ~ 3 ~~ (V~ ., .. ~~~ r~., . ~~., ~.~~~ ~.,. , ~ ~, SUBDIVISION: UNIT# BLOCK# LOT# (Addressing is based on the information -must be accurate) OWNER PROPERTY ADDRESS: PHONE #: Home ( ) Work ( ) OWNER MAILING ADDRESS: ~(,tm~o CITY: EMAIL ~.ct be:~ ~ ~ ~~ o!~ Ca1,sAC:err+F~ ~ac~~) ~ a~- SraC~~'L STATE: ZIP: _ ~T X32 APPLICANT: (If other than owner) G wn e ~ (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE; ZIP EMAIL FAX PHONE #: Home ( ) Work ( ) Cell ( ) CONTRACTOR: ~o e ~~ ec ~anN ~ L MAILINGADDRESS:_~~ ~niy C~9 Sdu~'~l CITY I'tCxY1C_~c~A,1~>p STATE' ~.,. ZIP~'C~~ PHONE: Home# Work# Cell# t mo(o) ~ ~ 7 ~ (4~~ ~~~~~, ,.~ t~ EMAIL~5~c'a~-~-,~or~.rn~~r~OwttIFAX ~G~ ~~~'~~'f ~~~~.~`~lr--. How many buildings are located on this property? G ~ ~ Did you recently purchase this property`~~ Yes (If yes give owner's name cr_p Is this a lot split?~ YES (Please bring copy of new legal description of o rty)` ~~~ PROPOSED USE: C o m m~ c ~ ~~ (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, A it t .) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalty of perjury, 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 be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 c~ys. Signa of Owner/Applic DATE Do you prefer to be contacted by fax, email or phone? Circle One WARNING -BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non-refundable and are paid in full at the time of application beginning January I, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval CONTACT PHONE # Cell ( ) 3 09.r15f2e96 13:45 5412733329 S&H INC. PAGE ~2~~2 SEP-1'~-200b 02.52 PM ~ICrcean Rre.hitMGw 2PJ8A2~6e9 R. 02 A~ffdxvit of Legal In#erest St~ta of idaha Cot~ty of Niadiao~- ...---- J ,~.5~' •---° Addre~ Nam e cny sate Berg first duly sworn upan path, d+cpase and say: (if Appliica.nt is also Orvnex ~ Recoz~, u1dP ~ Bj ~. r E ~ +~ ~'~ a4M • r- A, That l am the record ovvuer o~t1LO praperiy described ut~ tlyc Att~ehed, and Y gent my pcrxnisaior- tb: ~ '~- ~ • ~ r e Name AdAreas to submit the accompaz~y~ application perteiuning td that praperty. g, I agrcc to indemnify, defaad and bald Rexburg City and its empia~ees harmless fronn any claim or liability reault~ &o~ ~' dispute ~ to the xraeeme~ts contained herirt or as t4 tlse owzzership of the property which is the subject pf the app~ltcatiou, paled this f ~..- day df ~t ~ 20 a ~ Signature Subscribed and sworn to before me C1FF1GAt. BFPd. Ci.1NT C~i F11Mi~G NpTARY I'~Uts1.tC - t7RECiEyN co~nss~or, rua X02$ tYIY C4Mi~418SION EXPtRESJAN 8, 2010 Residing at: ~ Q-t -~, My commission expires: b ~3 , ~'°~ ~ - 09115/2p08 15::7 FAX -_.,__ _ „.. ~, ..,~ , ~C.:.y ~BI842~48t'af39 ~001Pp0a2 .'Building Perr-it Feee A~e pt dtae olepplk:tian+~' r"B>,IIdh1~ Aer'aelh are v~ynu e~eck dace nee clnr•* Please complerte the ent~xe Applyc~tiolu; If tlse gnes#inn doffs not apply fill in NA fur non alpplkable NAME ~~.~. ~xbucG pROPER7Y ADDRESS w7lvL~ N Y ~ lt~~~;,~~ ~#ar~/ Pereni~ SLTI~DIVISION ' Dwelling Units: ~i 'fit - F~ICCeI Across SETSA~CICS F'RON'T ~~,~' ._ SIDI~ ~ SIDE ~'Q s _ HACK,~,~^ RBr~ordelEi~tg I'~e~r.~3ualdi~x~lHorr~e (rn-ed F38t~8te~ $_~} ~3 -sue Sf1RT'ACL'.~'QUARE FO(1T.4CE: {Shall include the exterior wa11 measurerxients of the building) First 1°loor Areas Unfinished Bastment area -'(~ - _ _ Second flaor/Ieft area ~j -'!~ Funisl>I,ai bascmcrn aorta. 'N --P~- - - - "Third ' floorilo#t area tv ~_„~ Garage eras N-'~ -_~. ~... Shed ar 8am ~ - C9rnerrlDeek tan" a~r-v~ or~~i~lb w.w ~I ~ WaterMetcrQus~ntity: ex'ts~-;na "'****~`********'~~' waterlV.leterSlae: t'_X ~ ~ i1 Required!!r ~"l,~.NIBIN~ F3'urnbing ~czittraiCtar's Name: ,~ ~t~ Business Niune: ~ ,~ Adel~ss ~~~ Tee//Dc~?~~ City ~1,,,' eta#e ..~C~' 2ip Contact Phone: { )_f'~~7 -~~~~'~'~ Baseness Phnna: ~ ~- - krnail Fax ~,_ ` ~'~~'r~ .FlXT,URE COUNT Itneludin~ rormliEd at ) ",,,~„ Clothe,t WashirJ,g Machine ~_ Sprinklers _ ~ ]=lishwasher __~, Tttb/Sl~d~+rer9 ~, Floor Drain _~„„ Toile:ttlJrinal 4etba~e Disposal ,~~, Water Heater ~,,,,_ Iivt TublSpsi ~Vaxex Softener ,~ e__~__ Siu{cs (Lavatozies, kitchens, bar, sxaop) Phitmh' timate S _~ . __ (Coimmarciat l//7''nly} ~~±- /~ a Etcttui di Signxttu'e of Licen ~ftvctck' Ltt~nse nw~nber D 7~ C1ty o~'1~~nchrvg's,aersntt~Ee actte~twle fs elan soma as r~tq~red by t~,e Stcre o~'ldaho U 4 Please complete the entir~pplicationi If the question does apply till in NA for non applicable NAME ~ C.. e xbUr q PROPERTY ADDRESS ~~(v N `/~I 1~~~~te ~ ~ ~~~ Permit# SUBDIVISION equired!!! MECHANICAL Mechanical Contractor's Name: ~{ - A - Business Name: _ Address City State, Contact Phone: ( ) Business Phone: ( ) Email Fax Mechanical Estimate $ (Commercial/Multi Family Only) FIXTURES & APPLIANCES COUNT (Single Family Dwelling Only) Air Conditioner Bath Fan Vents Range Hood Vents Boiler Cook Stove Vents Decorative Gas Fireplaces Dryer Vents Evaporative Cooler Exhaust or vent ducts Fuel (gas) piping fixtures or appliance outlets Furnace Furnace/Air Conditioner Combo Heat Pump Incinerator Pool Heater Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Space Heater Unit Heater Mechanical Sizing Calculations must be submitted with Plans & Application Point of Delivery must be shown on plans. Signature of Licensed Contractor Required! The City of Rexburg's License number Date fee schedule is the same as required by the State of Idaho Zip Sep. 19 '06 20:10 MARTINEAU ELECTRIC www,~lfu+li~~J ~arr~raa ~ ~ -~--- str8ct~va~to~ ~, ~aoc~_ ~sg ~ LQ~Z FRX 208-359-2126 P. 1 f/ ,~,,,~.. ~...........' .Requ.lr+~d`1l ~.~ ~~~rPau~~~~ Addcea,.. ._..p+~ - - -,~,~,~....._.-.--~.--. r, ?~ 212' --- C.alt phase (%~ ,_~ /~ - ~.._,..~i,aait'i+e~t ~~ ~+~-~-•~-~ ~~,~~ E~ ~,Gt~mate (e~art of wirtn; k 1' ~~~~~/114TJLT~•~+AMit.Y pNL1'~ 1''~'P~8 ',~1'.LA~flN''DEr~TIAL~ ar ei. eaa~ e~wr) (!1}b+r tdri~d Ada + ~++ w tlx,reddetu~t r +~ werrdh+d ~wrwe ,,,,,~„~, ttp to 2~0 ~unp Srr~ice'~ $+Di tia 40G ~ 8a*++ce" ,~ l~oe 4+DfJ See~rlce* . ,__ ?s,~po Caaabeueeuoa Saenca, X414 ~ at lee, ane beRtiatt (4'at R paid ~-t 1xr mce~oed.1 qee~) ~~~_ ~~ ~# ai HrRads rte,+b~ „ ,~.oe Tub, 6+rg Pod -~ $c ~rAm11M~1~# Hasit~ tmrllt~ ~oC~B t~~,~'~ p~ acs ~wr s~.cdol a~wnucda~a dt _..,_ rood M~m~a~iaa~cad ar I+dobiLe Haspe Q~ ~~~ w'~~ ~t ~ ~r71,, 'D~ t~! Rb09C COet of QTmi~ Qc LRbt~: ~~ .:G".~."" ' C~iC~ ~.~~. ~e (Do~teetk WllUlt, ~r ,._._.,~_T~ Am~~W' *Yndd~ ~ n~ s ~+ ypYlp~cn~u a ~t ~ °°• aro~ aE~AO ~: haus. ~~~ ~~~ ~~. ~~~ ~ L~ ~ 0 20Q6 RECEIVED 06 00469 KFC Remodel ~ ;r~ ~ s 1 i', Y.~irt,Tit~~~~ ~1~CTRIC yp~. ~ ~/(~ IR6F7Y'~r~~i' _-, rJWIi BR'S Nt~-~~ ~.-.b~~l ~' ~ i~`n~~~-l-...~ ~1~rAA 4~.d v~+r4+ ae:ow~M ~ "^P ~~ .f~ At~"".rr ~~ O ~~~~ ~'~ Remodel ~~~~~~~~ 4 ,.~. -- AddeaM,..~~ r .add ~-~....,~_ _ Zip... c,~R ~ ~~.._... - - ,3'~D ~ $~ ~ee~at~ (~a.t ot.daas ~ ~ ~ /~Id~JLTX.~A.~1L'~ ~ j ~ c~rx~.t-t'a+~~e~flffi~'L~~ ~1b~- d der oma~ra~ * s1~e r~ri~ra~1 r rm~ at~~ ~r~+~ +~ ~ u®. J Wr_____ ~~ to 2~ mvnp - -'i01 ~o ~4R ~ S.rr~" -- -.-- T~'PT Cos~t~o~occ mice, ~~ ~ 1~, o~ !ate ~-~ a pfd slit kc mrt~cd ~ ~ ,~,~ '~.zg ~ ~# ~sl~ hack uf~) ,_, ~..,,.,_ BZo~c ~Al~~~ ~ . , a~c'.1'oe Caa mat ~ nt: ae~ s~otinl ~ pc~S,t _--~ ~4tod~ae, ~dmaa5'°s~u~ as Mataitm ~i ~~: '~ aElt i C3V ~~ Atl f ~ ~.~Tr t Cor! ~~~ ~ Lsb~ie; S ` ~ .~ ----~ ~~ wear. ~, ~ -___ --- R,m#+~a~ ~ oaf ~~ n,~ s aE ~ ' ~~aBde soar t, ~ 'd ,~ ~ of ~ ~ ~,p~:: S L3nees.e9 caaa~ ~,.. ~' uaw~-f~srdr =`'~ ~ c) 2D~~ RECENED L 1 • • SUBCONTRACTOR LIST Excavation & Earthwork: ~' Concrete: Masonry: YV - f'~- Roofing: Insulation: ~ - R Drywall: `~-~ yv~~ e y- ~cx,~1e~ Painting: ~~ e ~~~~ ~~~G Floor Coverings: ~ ~ e ~~- ~ ~ Pan ~. _~ Plumbing: ~ ~ ;, ~c~ ~. ~ ~ C; _ r Heating: Electrical: U.t'~ ~ (~ ~2G.iA ~-~ eG~(' ~L Special Construction (Manufacturer or Supplier) Roof Trusses: Floor/Ceiling Joists: - Siding/Exterior Trim:_ ~~` e~cr~ ~ ~ C Other: ~' • • ~~:~, c1rY o~ ~~ ~i4~* w~` AMIrRICAS I=AMILY GUMrbiU1~€I`fY 19 E. Main St. Phone: 208-359-3020 x326 4&,~ Rexburg, Idaho 83440 Fax: 208-359-3024 www.rexburg.org cdd@rexburg.org APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO APPROVED BY: -APPLICANT INFORMATION: BUSINESS NAME: S ; 1~. Try OFFICE ADDRESS: ~~ 1.~~`t~u St-~ ~~ )3~'~-~e ~ p ~3~y~ ~;ty state zip OFFICE PHONE NUMBER: ( bb ) ~?-~~t - ~,_ ~ 3 7 CONTACT PERSON: ~ , m ~~ 11;~c, CELL PHONE # ( ` v ) X49 - 6~ 3~~7 -LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: _71~~~ _~ ~~tl~;,.~~~,n~ ~~;;!_ BUSINESS NAME WHERE WORK WILL BE DONE: ~ FC R~~buce~_ DATES FOR WORK TO BE DONE: ~ -~ `~; ~~=~ PTO C3 G~ ohm t 3 , aCSL~~ CONTACT PERSON: ~c`.rn e a C c. ~o~'~' PHONE NUMBER: ( ) CELL # ( ) PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: ^ AUTOMATIC FIRE-EXTINGUISHING SYSTEMS ^ COMPRESSED GASES ^ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ^ FIRE PUMPS AND RELATED EQUIPMENT ^ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ^ HAZARDOUS MATERIALS ^ INDUSTRIAL OVENS ^ LP-GAS 'PRIVATE FIRE HYDRANTS ^ SPRAYING OR DIPPING ^ STANDPIPE SYSTEMS _~ ~DU~ D ~-;, ~ ~ u~;6 1,... L%' -'• ^ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES ~ ~~ ~~~ ~~ A LICANT GNATURE DATE ........................................................................................... 6 Sep, 1 ~, 2Qnb 11; 47AM Nu. 7724 P. 12 06 00469 ~~eig~n Standards Paz structures less tlaazar ; KFC Remodel Notes Please see Rcxbutg's I7evetopment Code foz design stated develapmarts located in tlx. Neighborhood $uaittess District or ..._...... _T-- _---- -~..-. Pt~age demons to haw ~ottr_~oject mee ,the foLlowisso rear ants: ~Whhete principal buildirsgs contain ac'lt~itional, separately owned stores, w}sich occupy less than twessty~ftPe thousand (~S,t16L) sgtYare Feet of gross Haar area, with separate, exterior cuatoroer entrances: a. ~'be street level facade Qf such stores shall be ttansp~ertt ltetsvecn the height of three feet and eight feet above the walkvwap grade for no less thaw 6(i percent of the horizontal length of the building facade of each additional stares. b. Windows shall be recessed a-ndt should include visually prominent sills, slzutteas, ox othtr such farms of ftamitag. r r Yl ~ ~ r _~fi~_ ~ 1 ~_S1C22~~i1S_ ' ~ o • ~ `n~i Jnr~ /~ Builciusg facades shall include a repeatfssg pattern that shall Sucludc tto less than tlsree of the elements listed below. tlt least oae of theses elements sits:_ll repeat hairiontally. All elzmeats sha11 repeat at intervals of no more that thirty {30) feet, either horizaastally or vertically. -Colas change -Texture change -Material module change -Expression of architectural or strucnsral bay through a cbangc ir, plane na less thats 12 incltea in width, such as ass offset, reveal, or psrajecting rib. ...L 'D ~~~o SEP 2 ; ~,nri,. ~~ L~i~J + CITY OF REXBURC ; Dcveloprnents witks facade over 4U feet in lixiear length shall incarparate wall projcctians or reteeses a m+*++*num of 3 foot depth and a rninitx~uaia of S contiguous feet within each 4t) feet of facade length and shall extend over 2~ percent of the facade. till sides of a structure clearly visible from a public street shall be so trested. I3ev+elapsxteats shaII use animating features such as arcades, display windows, entry areas, ar awnings alrmg at least S~~. 14, 2GQ6 ? 1;47AM No. 2724 P. 13 Roof lines shall be watiied with a change in height every 1(i0 finest feet in the buildizfg length. Parapets, mazasard roofs, gaL~le ttaofs, hip roofs, ox dormers shall ba used to conceal flat roofs and zaof top equipment from p'abiic view. 1Uternating lengths and deaigris map be acceptable and r,~n be addressed during the prelimiuacp Predcjsninant exterior bu;t~ materials shall be high quality rnatexieJs. -Brick -Wood -Sandatoz~e -Other native stone -'I"mtrd, tcatwred, cclncrete masonry units _-;-_ ~- ~ w~c. These include, ~vitl-a~ut litnitatioa: • ~ Binding trim and accent areas may feature brighter colors, izxchiding primary cc~loss. Nasn tubing sha@ not be an acceptable feature £a ~ or cent. Predanait~ant extesiar bu~ldttig matenala as well as aceents shall not tncludt the following: -Sdnooth-faced concrete black -Tilt~up cozacrete panels without mitigatiag suzfsce trestmesxt -Pre-fial3ricatcd steel travels s - t_A -M_ Facade colors shall be laur reflectance, subtle, neutral, ox earth tcnc colors. The use of high intensity colors, Sep. 14 7Q~6 11 ~4$~M No. 27?9 P. 14 Fach prindpal building ors a site shall have dearly defined, highly visible customer entrances featuring no less than three of the Following. -canapies ac porticos -overhangs -recesses/pralections -arcades -raised eamiced parapets aver the door -peaked zoof ferns _~~ -outdoor patios -display windows -architectural details such as rile work and moldings which are integrated into the building sttvctuxe and -inert lantets or win s corporate landscape areas and/or pl es oc sitting No snore that 60 percent of the off-street packing area for the entire property shall be lcxated between the ftnnt facade within the frone yard of the prinapal butlding(s) sad the primary abutting street unless the principal building{s} and/ar parking lots are screened from view by o~xt-lot developsnerit (such as restaurants} and additional nee plafstitigs atid/or~exma. ~ ~ a ..~ D_ ,, B D n ~_ . /n . ~_,, ~,. ~] n.~.y,,:. ,, Patkttlg shall be laa-ted to the rear of the building ar sczeened sa that it does nat dominate the streetacape. Fences, hedges, berms and landscaping shall be used to screen Barking areas. When large parking lots are necessary, increase the landscaping to screen the lot and divide the lot into smaller components. Landscape islands must be provided in the .anterior of large lots. 1'bese map double as srtoaa starage areas in the winter months. ~ 0 The xnininnum setback fat sup building facade shall be in accordeace with the requirements for all t ;orxxmeceisl zones, eatept Community Business Center. Where the facade faces adjacent residential uses an earthen bezm shall be installed, no less that! 6 feet in height, containing at a minimum, a doulale raw of cvetgtctn or deaduaua trees planted at intervals of ] 5 feet osr center. Additional lardscaping tnay be required by the Planning Comamissian, to effectively buffer adjacent land cue as deemed appropriate. Arip sad all additional landscape requirements of all the G t3aI zones, eseept Central Business District, shall apply. Sep.l~, 20Q6 ~1;43AM No. 27?9 ?, 1 ~ Areas fat outdoor storage, truck par,Idrag, trash collectiotx ar coffipactivn, loading, of other such. uses shall not be visible from public ox private rights-of--way. No areas For outdoor ataxage, trash collection ox compaction, loading, or other such uses shall be located within 20 feet of arty public thoroughfare of street, public side<vatk, or 3rttemal pedestrian way. ZvAding darks, truck parking, outdoor storage, utility meters, HvAC equipment, trash dumpstexs, trash compaction, and ether aerviae functions shall be incorporated into the overall design of the building and the latadscapitig so that the visual and acoustic itnpaeis of these fnnctirins are folly contained and out of view from adaaeent pxopertxes sari pu'ahc Streets, and no atteratioat ~s arnacted to the fnnclions by the use of screening materials that axe different from ox inferior to tlae ptxacipal materials of the building ar~d landscape. AI'-'R Non-enclosed areas fvr the storage and sale of seasonal inventory shall be permanently defined and screened avith walls and/or fences. Materials, colors, and designs of screening uralls andjor fences and the raver shall conform m those used as predatninasrt inatetials and colors of the building. If such arras arc to lac ~vrxcd, thCn the covering shah conform to those u9ed as predominant materials and colors on the buildings. n,~ PC Texnpoxary salesf displays, such as Christmas trees, landscape materials, and ftrewarks, shall follow all outKioor rcq:tit~xncnts far all the Conimeraal zones, eaccpt Community Business Center, as described in the Jcvelapmrnt Code. I.acation and time/duration of such salesJdiaplays shall be reviewed and approved by the Community Z7evelopment Director or appointed designee Sidewalks at least six (b) feet ua width shall be provided alotlg all sides of the lot that abut a public or private right- of-way, excluding intcratates- The plaru~aing Corxtmi.~sion :nap waive this requirement as part of a development 'd~eR~Yie31t~ , , ill, 1J~f11 se~.19, 2406 11.49a No. 2729 P, 16 • ~ ~ Continatous internal pedest~ast walkways, no less than five (5} feet in width, shall be provided from the public sidewalk. or right-of wap to the principal custosnet tntrancc of all principal bulldix?gs on the site. At a m9n+murn, walkways shall connect fool points of pedestrian activity such as, but not limited ta, transit stops, street crassittgs, building and stare entry points, and shall feature adjainiag landscaped areas that include trees, shrubs, bar~ches, flower be and covets, or other such materials for na less than 5Q prrcent of their length. ~~ -- Sidewalks, no less than frvc (5) feet in width, shall be prodded along nc~ ,full length of the building along airy faCiCiG fit A CuStPmer entraaCC, and along any facade abutting public patldng areas. Such sidewalks shall be located at least six (6) feet Ikons the facade of the building to provide pIantixtg beds for foundation landscaping, e~ce~t where features such as arcadr~s pz entz~waps are pa~*t of the ~a~ade. A fl ,.' -~- ~- . _ _ Intrmal pedestrian walkways provided in c~anfoxmance with Subsection b shave, shall provide weather protectie-tt features such as awnings ar arcades vvithiri thirty (30} feet of all customer cntrsnees, constructed parallel to the facade of the bullding. 'T'his is izot intended to extend inno the driving aisles or parking areas. All ltiternal pcdestt~an 3alkways shaA be distinguished from driving sur€aces through the use of durable, low naaitxtenance surface materials such as pavers, bricks, ar scnrcd concrete to enhance pedestrian safety ~d comfort, as well as the athtact~veiiess of the walkways. Signs shall be installed to drsignate pedestrian walkways. ~tv ~ b o~~ - -- Each eotnmet~al establiahtnettt subject to these standards shall cotttribtttc to the establishment or. enheticernent of pedestrian and public spaces Fey providing at least two (2} of the follo~g: patio/seating area, pedestrian plaza with benches, transportadan center, window shopping whys, outdoor play area, kiosk area, water feature, clock tower, staple, or other such deliberately shaped area and/or a focal feature of amenity that; in the judgment of the p1aS1t7illp Cotnmiasiori, adequately enhances such Catrsnxuuity and public spaces. Any such areas shall h~VC direct access to the public sidewalk tsetwork and such features shall not be constructed of tnateriala that are inferior to the grind+pal materials of the building and landscape. i 06 00469 KFC Remodel -~- r 1 .~ LOCHSA ENGINEERING OF IDAHO RILEY MAHAFFEY, P.E. LEE HARRISON, S.E. STRUGTURAL CALCULATIONS AND SKETCHES FoR KFC -REXBURG NEW CUPOLA FRAMING ON EXISTING ROOF ONLY 766 N. YELLOWSTONE HIGHWAY REXBURG, IDAHO CLIENT: S & H, INC. MERIDIAN, IDAHO LOCHSA ENGINEERING OF IDAHO JOB NO. 62236.00 ~~~~od~~ SEP 2 5 2006 CITY OF REXBURG LOCHSA ENGINEERING OF IDAHO 13'11 W. JEFFERSON STREET, BOISE, ID PHONE (208) 342-7 i 68 • FAx (208) 342-3079 BOISE • LAS VEGAS • MCCALL 1 LOCHSA ENGINEERING OF IDAHO ~. 1311 W. Jefferson St. Ph: (208) 342.7168 ~ ~ BOISe, ID 83702 Fax: (208) 342.3079 f CALCULATION SHEET SUMMARY Title Page Framing ....................................................................... 1 -20 ROOF LOADS FLOOR LOADS WIND CRITERIA DL (psf) = 25 DL (psf) = na Speed (mph)= 90 LL (psf) = 40 LL (psf) = na Exp Cat.= B Partition na q (psf)= 16 MATERIALS & PROPERTIES W-Beams (ksi)= Plates/Channels (ksi)= Concrete Ftgs (psi)= 51ab on Grade (psi)= Glulam DF-L 24F-V4 Tube Steel Masonry fc 50 36 3000 (2500 used for design) 3000 2400 46 1500 SEISMIC CRITERIA Build. Cat= 1 SS= 0.35 S~= 0.1 SDC= C CS= 0.08 Wood (species/grade)= DFL-#2/btr (U.N.O) Allowable Soil Brg (psf)= 1500 • ~~b ~~ 1-,----- t~~' C~~d~~ ~ ~~ ~ . ~ ~, ~ ~° N~~~~ ~~~~~-r ~XI° ~3~~t1 ~t ~~ t~(S~- `~~0- C . la~r~l~~~ ~~,zt') [~ off; .~.-- ~L... h-LE~O 'Ta ~- (~- ~lC~ - j`' IIZ L~~zc`~ ~ Z, (`9t1~.{~~uvw- -~ c ~ ©~ ~`~OP~/LvpOC.Ut' ~ /~-~~aD /~1-l~}'~"1l~Fj ~ 1 Z~ c~~ S ~,~,rpso•/ Sl h 3~ ~~C~r~.s ~ ~~ ~ i~-L- s ~~g~. ~ 3 `~ ,~ z ~b ~~ '~'41- `r w ~\ r.~ ~ ~ ~ ~ ,~ -1~ r ..... i 1C ~` .~ J s ~ ~ Y ~ ~ ~ ~ ~ ~' ~M J ~ ~~ ~ M ~ ~ ~ ~ ~~ r ~ ~ ~" t~ ~ ~" ~ ~ ~ ~. ~ t~ ~~ ~ ~~ ~~ J ~ ~~ ~ ~~ J ~r ~ ~ ~ ~ ~u~~c'd ~~656880di.01 6E~S~Ct~'~9L /= +r.~ ~~ i 4 ~~ `V V ~Iddd Nrt'I>i0p~~l~c'Jd d~C:Z~ 9002-bT-d~5 ROOF P-4' I TRUSS ~Y'a' r Urt STUCCO 2x6 STUD UNDER EACH TRUSS TYPICAL DO NOT CUT STUDS FOR RECESSED ITEMS - IN EXTERIOR WALLS 2x6 ~ Iii .I•-0.13 I TRUSS .ANCHOR DETAIL PERPENDI ULAR T ALL SCAIEI- . _I o 4 TRUSS ANCHO.I ~~ ~~ut ,5.~ G'c ~i9cr ~~ Pasi TS C 1DER REFERENCE SHEET A4 DESIGN TRUSSES - 3 3 IN THIS AREA FOR 60 PSF SNOW LOA -- - -- -- ~ ~.~(~ (ox~ \ / /~DsT _ \ / \ -- ~ \/ - - - J-- - - - _ ~4 _ 2 1 PSF PER OPPOSITE / \ (LONG CUPOLA PLATFORM / / ED 70 0 PSF ALONG D LINES / \ \ L1~ / \ 1 ' ~, ~ SOP UNIT lO -8' ~ ~~ '~ ,' ~' 2x6 '^ ,' .' ~ FRAMING I ~ r,. ,/ / ~ , ~, I ' a , .RDD ~~ , ' ~ , ,. , I~ ~ M '' ,,' _ ~" i --+- ~ i 1 \ /- ~ . -~, 5'-II / \ -- ~ - - -'~ ~ P /\ ERMANENT BRIDGINI;~ / / \ 3 3 DESIGN TRUSSES IN THIS AREA FOR ~0 PSF SNOW LOAD 3 Vii."i~ni~ ~3t~T`I.~(f~i~ Tl2hssrEs PLA~FORM wl I ` ~ ° ~ r~ ~~~CI~S O I I I. SHADED AREAS INDICATE G~ ~ ~d,S% L~ 2. TRUSSES ARE DIMENSION UNITS AND AT THE CUPt OF THE COMBINED 3' WID' 3. ROOF DECKING SHALL BE W/ Bd NAILS O 6.O.C. A SUPPORTS. NO BLOCKING 4. CEILING HUNG SHELVING < SEE 12/AT. ly. ~ L ~'~. £x ~ .~ "±~ ~ ~ ~. ' ~'.. ~~ IY _. ~~ ~ ~1' 1l jY~ 1 ~ } ~~ f' ..t .. T f . f } L~ .'' z t. nt ' i w. r~ U Title : KFC-, -Cupola Framing Job #62Z.'3(r,,(ap Dsgnr: RM Date: 3:04PM, 20 SEP 06 Description : ~~r IPIG. Scope : Structural Design User: KW-0605687, Ver5.8.0, 1-oec-2oo3 General Timber Beam Page 1 (c)1963-2003 ENERCALC Engineering Software 62232-enercalc.ecw:Calculations Description Beam 61 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x10 Center Span 13.58 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir -Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.150 Fv Allow 170.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,300.0 ksi Full Length Uniform Loads Center DL 40.00 #/ft LL 68.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 13.58ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin-Pin Max Stress Ratio 0.531 ; 1 Maximum Moment 2.7 k-ft Maximum Shear * 1.5 1.0 k Allowable 5.0 k-ft Allowable 6.3 k Max. Positive Moment 2.67 k-ft at 6.790 ft Shear: @ Left 0.79 k Max. Negative Moment 0.00 k-ft at 13.580 ft @ Right 0.79 k Max @ Left Support 0.00 k-ft Camber: @ Left O.000in Max @ Right Support 0.00 k-ft @ Center 0.182 in Max. M allow 5.02 Reactions... @ Right 0.000 in fb 640.93 psi fv 32.31 psi Left DL 0.32 k Max 0.79k Fb 1,207.50 psi Fv 195.50 psi Right DL 0.32 k Max 0.79 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.121 in -0.295 in Deflection 0.000 in 0.000 in ...Location 6.790 ft 6.790 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,341.4 552.64 Right Cantilever... Camber (using 1.5 * D.L. Defl) ... Deflection 0.000 in 0.000 in @ Center 0.182 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 29.150 Le 0.000 ft Sxx 49.911 in3 Area 32.375 in2 Cf 1.200 Rb 0.000 CI 785.223 Max Moment Sxx Reo'd Allowable fb @ Center 2.67 k-ft 26.49 in3 1,207.50 psi @ Left Support 0.00 k-ft 0.00 in3 1,207.50 psi @ Right Support 0.00 k-ft 0.00 in3 1,207.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.05 k 1.05 k Area Required 5.350 in2 5.350 in2 Fv: Allowable 195.50 psi 195.50 psi Bearing @ Supports Max. Left Reaction 0.79 k Bearing Length Req'd 0.359 in Max. Right Reaction 0.79 k Bearing Length Req'd 0.359 in • Title : KFC- •Cup[ola Framing Job #h?Z.~.~ Dsgnr: RM Date: 3:04PM, 20 SEP 06 Description : ~~. ~{~ ~~, Scope : Structural Design Rev: 580004 Page 2 User: KW-0605687, Ver5.8.0, 1-Dec-2003 General Timber Beam (c)1983-2003 ENERCALC Engineering Software 62232-enercalc.ecw:Calculations Description Beam 61 Query Values M, V, ~ D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 0.79 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Title : KFC- •Cup[ola Framing Job # 627.3fo.Lb Dsgnr: RM Date: 3:04PM, 20 SEP 06 Description : S ~ ~I, I t~tG. Scope : Structural Design (c)1983-2003 ENER Description leering Software Ili Beam B2 General Timber Beam Page 1 62232-enercalc.ecw:Calculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x6 Center Span 6.50 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir -Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.150 Fv Allow 170.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,300.0 ksi Full Length Uniform Loads Center DL 40.00 #/ft LL 68.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 6.50ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin-Pin Beam Design OK Max Stress Ratio 0.309 ; 1 Maximum Moment o.s k-ft Maximum Shear " 1.5 0.5 k Allowable 1.s k-ft Allowable 3.8 k Max. Positive Moment 0.59 k-ft at 3.250 ft Shear: @ Left 0.37 k Max. Negative Moment 0.00 k-ft at 0.000 ft @ Right 0.37 k Max @ Left Support 0.00 k-ft Camber: @ Left O.000in Max @ Right Support 0.00 k-ft @ Center 0.043 in Max. M allow 1.92 Reactions... @ Right O.000in fb 404.21 psi fv 24.63 psi Left DL 0.14 k Max 0.37k Fb 1,308.13 psi Fv 195.50 psi Right DL 0.14 k Max 0.37 k Deflections Center Span... mead Load i oral t_oaa Herz ~.anmever... ueaa ~oau ~ ocai ~oaa Deflection -0.028 in -0.072 in Deflection 0.000 in 0.000 in ...Location 3.250 ft 3.250 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,750.3 • 1,088.58 Right Cantilever... Camber (using 1.5' D.L. Defl) ... Deflection 0.000 in 0.000 in @ Center 0.043 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 29.150 Le 0.000 ft Sxx 17.646 in3 Area 19.250 in2 Cf 1.300 Rb 0.000 CI 365.772 Max Moment Sxx Reo'd Allowable fb @Center 0.59 k-ft 5.45 in3 1,308.13 psi @ Left Support 0.00 k-ft 0.00 in3 1,308.13 psi @ Right Support 0.00 k-ft 0.00 in3 1,308.13 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.47 k 0.47 k Area Required 2.425 in2 2.425 in2 Fv: Allowable 195.50 psi 195.50 psi Bearing @Supports Max. Left Reaction 0.37 k Bearing Length Req'd 0.167 in Max. Right Reaction 0.37 k Bearing Length Req'd .0.167 in g ~ • Title : KFC-i -Cup[ola Framing Job # 6Z23(o.00 Dsgnr: RM Date: 3:04PM, 20 SEP 06 i Description : ~,1{/ INC. Scope : Structural Design RBV: VOUVVY Pa e 2 User: KW-0605687, Ver5.6.0, 1-oec-2oo3 General Timber Beam g /c11983-2003 ENERCALC Enaineerina Software 62232-enercalc.ecw:Calculations Description Beam B2 Query Values M, V, 8 D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 0.37 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in ~ ~ Title : KFC- Cupola Framing Job # 6223( •(rp Dsgnr: RM Date: 3:04PM, 20 SEP 06 Description : ~~,[.~ lam. Scope : Structural Design User:KW-0605687 Ver5.8.0.1-oec-2oo3 Single Span Beam Analysis Page 1 (c11983-2003 ENEItCALC Engineering Software 62232-enercalc.ecw:Calculations Description New Loads on Truss General Information Center Span 36.00 ft Moment of Inertia 1,000.000 in4 Left Cantilever ft Elastic Modulus 29,000 ksi Right Cantilever ft Beam End Fixity Pin-Pin Point Loads Magnitude 0.580 k 0.580 k k k k Location 11.250 ft 24.750 ft ft ft ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 0.58 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moments... Shears... Reactions... Max + @ Center 6.52 k-ft at 24.75 ft @ Left 0.58 k @ Left 0.58 k Max - @ Center 0.00 k-ft at 0.00 ft @ Right 0.58 k @ Right 0.58 k Maximum 0.58 k @ Left Cant 0.00 k-ft @ Right Cant 0.00 k-ft Deflections... @ Center -0.055 in at 17.96 ft Maximum = 6.52 k-ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft ~o ~ ~ Title : KFC- -Cupola Framing Job # (022236.p~ Dsgnr: RM Date: 3:04PM, 20 SEP 06 Description :~~!•}~ INL. ..Scope : Structural Design RCV. JOVVVG User: KW-0605687 Ver5.8.0, 1-Dec-2003 Single Span Beam Analysis Page 1 (cj1983-2003 ENEI~CALC Engineering Software 62232-enercalc.ecw:Calculations Description Original Loads on Truss General Information -- Center Span 36.00 ft Moment of Inertia 1,000.000 in4 Left Cantilever ft Elastic Modulus 29,000 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span... On Left Cantilever... On Right Cantilever... # 1 0.060 k/ft # 1 k/ft # 1 k/ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Shear 1.08 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moments... Shears... Reactions... Max + @ Center 9.72 k-ft at 18.04 ft @ Left 1.08 k @ Left 1.08 k Max - @ Center 0.00 k-ft at 0.00 ft @ Right 1.08 k @ Right 1.08 k Maximum 1.08 k @ Left Cant 0.00 k-ft @ Right Cant 0.00 k-ft Deflections... @ Center -0.078 in at 17.96 ft Maximum = 9.72 k-ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft SEF-14-266 12:21P FRCIM:BR00~N PARK ~ ..__. --- - --- -- --~- ....~~1 7634~'S52~ T0:1208895~89 I', 1.2 .a~.m_~,.... _ ....... ....... ~.., ._~.,~ ~i~22310. ~ ~~ ~ , .~ ;~-~ ~_ 'yes, <. u I •a ~' s u ~' ~i ~~ r V ~4 ~ ~ ~~ ~~ .~ ~ tL ~ vt ~ ~~ ~' ~' o ~~~ ~~ ~,---- ~.,~, ~! J ~ ; ~,, ~~ ~~ ~ ~ ~ `' ~ `""" i l~ r t f`~ w ~~ ~~z'd 6~656~0~t~01 0~2SScti~9L l2- ~~ t~~ V ?Id~id ~.l'17iq[]~:WOdd dIc'~ZT 900c-bT-d~S ,,...`. 1~ "~~ ~~ 1 ' - LOCHSA ENGINEERING client. ~~~' ~I~.G• . Sheet ~3 of 2~ OF IDAHO ~ -- 2cX(~112C~-~. Job No. Project ~' {'1:1~-' G ~P~~-/~' ;' Date "~' ~ q~e L / ~ ~~iwy Engineer G L 2 ~0~~ ~s.J~) -a r'.f~i~ ~o/~- ,,~ ~ Vic, ~. ~ ~. - LOCHSA ENGINEERING OF IDAHO ~+ Client ~ ~ ~ . ~ ~' ~~ Sheet ~ ~ of Project ~~~~ °-- f~~6 U12~ Job No. .~~~~~. ~D l~l~ -~ G,i~a~/~ Date ~ bG _~~~l3rtirvl ~1 _..9 Engineer _ ~s- 2r ~ ~~~ ~ h~~~s ^ ~s~6/, = ~ss~~< ~ n~,~ ~fi ~' T "'(~(o ~ '' H~~~ SSG '~ ~~~ ~ 2 3s'~ = fl~ /3.~' I'1= Z ~~ ~ L _ 3.2C K•rr 3c~ arL~h C~ r.~-~~- t~1 = ' 01,'2 k ~Fr` STRUCTURAL & CIVIL ENGINEERING 1311 W. Jefferson • Boise, Idaho 837-02 • Phone 208-342-1168 • Fax (208) 342-3079 ® Available withadditlonal cor-eslen protection. Check with factory. Joist Size Mogel No. Ga _ Dimensions Fastehers ~~.`T -~ Header W I y g r ~- Joist 10d. ~ i6d ~ Doug Fir Larch/Southern Pine Allowabli{ Cnads ,' Iqs d~ Uplift Floor (100 Snow (iiSJ ROof(125)~_ ~~~~ ~ In '' , z .. -133) (i6p)" i0a 16d '10d~~~~d :10d y~d;" ,~1., i ~ SAWN LU MBER SI ZES '~ _ LUS46 18; 39,e ~'~ ~ ~ - a 16d 4~16d ~ 140 116>~ , ~ 1000 1150 ~ ` ~~ ~ ~ ` ~ ~_a ~ i6 3°%,s 4'~5 2 8-10d 8-164 4-10d :_i~b 8J0 5 ~b20 ' . 125 10 ' .77 .~ ~ ~ -~ .- - 4x HUS46 14 3%;° 5 2 - 4.164 4-16 ig80 `_ 1~3~ 1005 1155 -' i °,1 ~' H 6 (Min), 14 pslte 5~'ie 2'iz _ ~ 8-16d 4 10d ~~ _ -725 ~ 1~/p 1235 --- ~ _ ~ i~. - ® HU46 (Max) LUS46 U46 14 18 16 39he 39/,° 39/,e ' 53/~e 4~/a 4~/e 2%2 2 2 - - 8-104 12.164 4-i6d 8-t6d 6 tOd 4-164 4-104 905. _ 1140 590 .1085 1165 710 - 890 1610 1000 1065 - 1020 1850 1150 1225 - 1110 X010 1250 1330 ` ,~.~ , Loavest +37% 2 4x8 LUS48 S48 18 14 39/ia 3~/,e 63/a 6~~s 2 2 - - 6-1$d 6-164 4-164. 6-164 1140 ' 1550 1165 1550 _ 1265 1505 - - 1455 1730 = 1585 1885 + AO% + 203% HU48 Min 14 39/,e 6~~,e 2~/z - 10-164 4-104 605 725 - 1340 - 1540 - 1675 +213% _,;. HU48- Max;l 14 3~/+e 6~~6 2%z - 14-i6d 6-104 905 1085 - 1875 2155 ' - 2345 +235% ~' LUS48' 1S 3 ,F ~ 6°a ~ ~ 2 _ T _- 6~16d, " a 164 ~ ~`ti$5 ~ 1 ~ w ~~ 145 ``. ~ '1 ` ~ ~ LUS4#o is 16 3 , 3°in a~a See - 2 2 a4-104 _s 164 14-164 6-1sd 6 1Dd ~ ' 11745 ~C5 ~` _~ 1555 ~ ~ 78~' 20~p Li ' ~ ~ ~ 4x ~ HUS41 1 14 ~3 ~;8 ~8'~ +e 2 - 8-164 8-16 ~ t259D ~ ~0=10` ~ : ,~~ r t~- ~ HU410 IVIi11 14 ~ ~9/s lisle 2%a - 14-164: 61Dd r. OS x`1.085 1$7 ~. 1 5"~ ,2 ~ HU410 Max _ 14 3_he SIs 2r~z' _ 18-i6d; 10 104 ;1505. `Y810 $~iil; a ~ ~-~- ~ -~ ' LUS410 18 39/ie 83/a 2 - 8-i6d 6-164 1710 1745 - 1765 - 2030 - 2210 Lowest' LUS414 18 39lie 103/1 2 - 10.164 6-i6d 1710 1745 - 2030 - 2335 - 2540 +33°k U410 i6 39/ie 83/e 2 14-104 14-164 6-104 890 1065 1555 1860 1785. 2140 1940 2330 +4fi% 2;. 4x12 HUS410 HUS412 HU412 Min HU412 Max' LUS41d - 14 14 14 14 18 39/ie 39/,e 39/,e 39/ie; ~ 3~;6~ 8~3'i° 10~/z 105/,e 105/ie 8°, 2 2 2'fz 21~z 2 - - -- _ ~ 8-164 10-164 16-i6d 22-i6d 8-1¢d 8c16d 10-i6d 6~10d 10Ti0d " 6-164 2160 2700 905 1505 2590 3240 1085 181-0 -1, 4 - - - - ~'?, 2010 2510 2145 2950 t ~ - - - - 2310 2885 -2465 3390 - - - - 2510 3140 2680 3685 + 114% +129% +268% +290% x ' fr. t LU$414 _18 3P,E 10 ~"a I 2 I ~_ 10-16(I ; 6-164 '-1710 1,745 ~ -:~y 030„ ~+~~ ~ ~ ~ ~ U td~ _ 16 3,3a ~ 10 2. 76 104 16-164 ! 6 104 k$9 ~ d61.~ 1 q~~ 5 2'130-~~ 21744 ~~ ~ ~ ~ ~~ ~ ~.. . ` 4x14 HUS412 ' 14 ~ 3q/,e 19Yz 2 ' - 10-164 10-164 7017 - 3240' x-',;. `2510ti ~ •288 ~ ~~~ . $ 'a , ' .fib ~ HU414 Jlin~ x NU414 M 14": 7a 3s/s 39/,8 ids/s 125/e 2~fz~` 2Yx - -- 1s-164 2a-164 ; 8 104 i2-tOd' i~120~' s 0 ~%t4~i 2-,7 , " ~ , Z-}1Q` ~S~rS, l2T/~ _~7 0. '.,' .! ~% ` , i ~'r _. 0414 i6 3~/,e 10 2 16-104 i6-164 6-104 890 1065 1775 2130 2040 2445 2220 2660 Lowest' _~_. HUS412 14 3~/,e 10'/z 2 - t0-t6d 10-164 2700 3240 - 2510 - 2885 - 3140 - +19%' 1~ . 4x16 HU416 Min 14 39/,e 135/a 2Yz - 20-164 8-104 1205 1445 - 2680 - 3080 - 3350 + t67% ~;~ 16 Max ) 14 3g/s 133/e 2Yz - 26-i6d 12-104- 1810 2170 34 4005 - 4355 +178% ~ ~ _ _6 ~ 16 5''> ~6 ~, 8-10d~ 8-164 4 104 c590 ~ 7 (}5 $g~s ~ p 1~a d "1~~~ ti . , 6x 6(Min) ti116& M x 14 ~_ 1g _ 5'_ ~6'iz 43,6 ~,e 4 ~~ z'i`z - -= $-16d 12-164- ~416d = _'6.164 ~15 1D~0 8~0 12$5 ~'~ . 1610? ~-. _ ., ~ ,1~ :_~ k r, . ~ 1 ~ 1~1' ~! ~ ; _- U66 : 16 5~/z _ , 5 2 8-104 8-i6d _ 4-104 590 710 _ 890 1065 1020 - 1225 1110 1330 6x8 HU68 Min 14 5?h 513/,e 2'/z - 10-164 4-164 715. 860 - 1340 - 1540 - 1675 HU68 Max 14 5'/z 5'95e 2~/z - 14-164 6-i6d 1070 1285 - 1875 - 2155 - 2345 U610 16 5Yz 8'/z 2 14-104-1 14-164 _ 6-104 T 890 1. .~ ; 1065 1555 - 1860: 1785 _ 21gb ~- 1Ag0 233p' ' _ ~,,,,,, 2' 5'/ 75/ 2%z 14-164 f 164 ~ _ 107Q 1285 1875 155 2 ~ 2345 ~ ~" 1' 6x10 ' HU610 Min U610 Max 14 14 z 5'/z B 75/e 2'/z' 18-164 8-164 ' ~4~0 _i 15 2410. . _ 2775 ~ 305 ~ i.. HU612 Min 14 5Yz 93/s 2'/z - 16-1 64 6-164 1070 . 1285 - 2145 - 2465 - 2680' '- . 6x12 HU612 Max 14 5Yz 93/e 2'/z - 22 1 6d 8 164 . 1430 1715 - 2950 - 3390 - 3685 '- HU614 Min 14 5'/z 11~'s 2j/z" 18~16d $-154 _1x30 1.715 2410. X775 ~ ~ pQiS 6X14 HU614 Max 14' 5'/z 115/e 2~/z 24-164 12-164 X145 2515 - 3215' U700 0 ~ 4090- ~ ~ : 6x16 HU616 Min HU616 Max 14 14 5'/z 5'/z 12~~/,e 12'Y,s 2Yz 2'/z - - 20-i6d 26-164 8-i6d - 12-164 1x30 2145 ~ 1715 2515 I -_ 2650 3x65 -_ 305 - 4005 ~ 350 a355 ` ' HU88 Min 14 ' 7Yz fi5/a 2Yz - 10-i6d -164 715. '860 _ - , ~ j340- - , 15110 ~ ~ 1675 8x8 HU88 Max ld; . T/z lisle 2Y~ X 14-164 '6.164 7D70- t2S5 : .1875 = 1 55 _ 23 5 ~ _ 8x10 HU810 Min HU810 Max 14 14 7~/Z Th 83/e 83/e 2%z 2~/z - - 14-i6d 18-i6d _ 6-i6ct 8-164 1070 1430 ; 1285 T715 - - 1875 2410 - - 2155 2775 - - 2345 3015 * HU812 Min 14 7Yz 10Ye 2~/z 16-164 6 1Cd ' 1070 ~ 1285 _ 2145_ 265 2660- - ~ r f : 8x12 HU812 Max 14 7Yz 10Y8 2Yz - 22-164 !8 164 1430 1,7.15 29pp - X390 ~ 3b$5, `; ' HU814 Min 14 7Yz 11'/8 2Yz 18-16d~ 8-164 1a'0 171 - 2x10 i ~ 27.5 _ 3015 8x14 HU814 Max 14 7Yz 11'/8 2Yz - 24-164 12 164 21a5~575 ~ 3215 3700 a020 ~ r ' ~ HU816 MIR 14 T/z 13$/a 2%z; 20164 8-1$4 1~1'd ' 1<,15 ~.~ 560 ~ ~ 30$0 ~ -'-~~ ~ o35Q * 8x16 HU816 Max 14 T/z 135/8 2~h ~ ~ 26-164 12-164 2145 ~~575 ~ 3485, g005 4355, 1.104 commons or i6dsinkers may be used instead of the specified i6d at 0.85 of the table load value. 2.164 sinkers may be used instead of the specified 104 commons with no load reduction. (f6d sinkers are not acceptable for NDG applications.) 3.Uplift Igads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Divide by 1.33 and 1.60 for normal loading such as in cantilever construction. 4.MIN nailing quantity and load values-fill all round holes; MAX nailing quantity and load values-flil all round and triangle holes. 5. DF/SP loads can be used for SCL that has fastener holding capacity of Doug Fir. 6. Truss chord cross-grain tension may limit allowable loads. Refer to Technical Bulletins T-ANSITPISPF, T-ANSITPISP and T-ANSITPIDF for allowable loads that consider ANSI/TPI 1.2002 wood member design criteria. 7. NAILS: i6d =.0.162" die. x 3~/z" Iang, l0d = 0.148" die. x 3" long. See page 16-17 for other nail sizes and information. * Nangers do not have an Installed Cost Index. I i ~~Y ;~ This product Is preferable to similar connectors because of aJ easier Installation, 6) higher loads, cJ lower installed cost, or a combination of these features. See Hanger tables on pages 70 to 76. See Hanger Options on pages 188 for hanger modifications, which may result in reduced>loads. . All hangers in this series have double shear nailing. This patented innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails, faster installation, and the use of standard nails for all connections. (Do not bend or remove tabs.) MATERIAL: See tables, pages 70 to76. FINISH: Galvanized. Some products available in stainless steel or Z-MAX; see Corrosion-Resistance, page 6-7. Stainless steel (SS) hangers are available with SS nails-order LUS210-2S$N. INSTALLATION • Use all specified fasteners. See General Notes. • Nails must be driven at an angle through the joist. or truss into the header to achieve the table loads. • Not designed for welded or nailer applications. • 16d sinkers (0.148" dia. x 3'/a" long) may be used where 10d commons are specdied with no reduction in load. Where 16d commons are specified, 10d commons or 16d sinkers (0.148" dia. x 3'/a" long) may be used at 0.85 of the table load. With 3x carrying members, use 16d x 2'/z' nails into the header and 16d commons into the joist with no load reduction. With 2x carrying members, use 10d x 1'/z" nails into the header and 1 Od commons into the joist, reduce the load to 0.64 of the table value. • Use stainless steel (SS) nails with SS hangers. OPTIONS: • LUS hangers cannot be modified. • HUS hangers available with the header flanges turned in for 2-2x (3'rb") and 4x only, with no load reduction. See the HUSC Concealed Flange illustration. • See Hanger Options, page 188. ® Double Double Dome Double Shear -, ~ Shear Shear Nailing Side Vlew Nailing Nailing (available on Top View Side View some models) U.S. Patent 5,603,560 Dimensions W, H, B: This shows the product dimensions (width, height and base in this case.) The product drawing, includes these callouts as a cross-reference. Gauge: Product material ~ Model No.: This is the Simpson product name. Joist Size: This shows the size of joist member. - ~ _ - Dimens ans Joist ~~, Model ~ ~ ~,~ ~~ All installations should be designed only in accordance with the allowable load values _ set forth in this catalog. Nails: This shows the fastener ....~...~,,. ,.,,~ ti...e OTHER CATALOG DEFINITIONS Deflection: The distance a point moves when a load is applied. Allowable Design Loads: The maximum load that a connection. is designed to provide. There may be multiple design loads acting in different directions (up,-down; lateral, perpendicula etc.) imposed on a connection. Code Ref.: See page. l2 for the Code Listing Key Chart, to determine which code reports include this product. NAILS:16d = 0.162" dia. x.3'/2' long, 10dx1'/z = 0.148" dia. x 1'/a" long. See page 16-17 for other nail sizes and information. Throughout this catalog a footnote will typtcaily be provided indicating the required nail diameter and length 0 a 0 0 69 Typical LUS26 Installation use .14:8x3" (10d Common) or .148x3~/l (1Gd sinker) nail _ - ,. The HTT22 is a single-piece formed tension tie-no rivets, and a 4-ply formed seat which won't unfold during loading. No washers required. The LTT19 Light Tension Tie is designed for 2x joists or purlins and the LTT20B is for nail- or bolt-on applications. The 3" nail spacing makes the LTf20B suitable for wood I-joists if 10dx1'r~' nails are substituted for the specified 16d's. The LTTI31 is designed for wood chord open web truss attachments to concrete or masonry walls. MATERIAL: See table FINISH: Galvanized. May be ordered HDG; check factory. o INSTALLATION: • Use all specified fasteners. See General Notes. • Use the specified number and type of nails to attach the ~ strap portion to the top or side of purlin or beam (minimum Q 4x width (2-2x4 or 4x4), except L7T19). Bolt the base to the wall or foundation with a suitable anchor; see table for the required bolt diameter. • Do not install LTT and MTT tension ties raised. • The HTT22 can be substituted for the MTT28B. • See Epoxy-Tie Adhesive System,' pages 29 for tested, load-rated epoxies for anchor bolt options. • To tie double 2x members together, the designer must determine the fasteners required to bind members to act as one unit without splitting the wood. • See Simpson Anchor Systems for tested, load-rated anchors and request T-ANCHORSPEC for more information. CODES: See page 12 for Code Listing Key Chart. Loco TRANSFEfl PuTE WASHEfl LOAD TRANSFER PLATE WASHER -.: ~~ r ~, LTTI31 LTT20B MTT286 HTT22 U.S. Patent (H1T16 slrnllar) 4,744,192 U.S. Patent 5,467,570 Available w/th addlllonal corrosion protectfon. ChecAr w1/h /actory. .Model No, i LTT19 _ B6 LTT131 HTT16_ HTT22 MTT28B Material Allowabl9fiension '~ petlection Ca piniensidns -Seat fasteners '', Loads= Sf'F/HF at Highest Code j ) --r -~ Alltlwa4le Thfik- Anchor I Bolts`; X33 j160), ` Design' Ref: Sirpp Plate W L - nes9 Bolts II Nails Dty Dla 'Nails Hails Load i6 3 Iola -- 19'/e ix/n --- 5/,e - '/a 8-16d Sinkers - 1205 r 135 - 1 1305 0.1.07 2, 40, 82,121 12 3 2 193/i 1'h s/ie 'rz,s/eor3Y. 10-i6d 2 '`= 1750 1220 750 1460 1675 ~~ ` 1750_ ' 0.164 ~~18 3 3.'s' -_~1, 13's ,;=Ya ~~'a i18-10dx1'r~: ..:1985 '1 2310 0:125_. 6,40,.82 1i . ~ 2'.~ 1~ 13.d ''/,s ~e d 1 ~ I =' 3 $D 3695 ~ 0:0„7' 30, 99,f22 11 _ 2'/z 22 isle '/,e _ __ 4'e _ 32-i6d Sinkers - - 5250 - 5260 - 4670 5250 0.087 40, 97, 99,122 12 7 2'/,e 27 1'/z 3'e s/e or a/i 24-16d 4 'fi 4455 2150 4455 2725 4140 4455 0.125 40, 122 1. Allowable loads for HTT are based on the lower of the 2001 NDS fastener values or the ultimate load on a steel test jig divided by 2.5. 2. i6d sinkers (0.148" dia. x 3'/." long) or 10d commons may be substituted for the specified 16d commons at 0.85 of the table loads. 3. The Designer must specify anchor bolt type, length and embedment. 4. Allowable loads have been increased for earthquake or wind load durations with no further increase allowed; reduce where other load durations govern. 5. Bolt values are based on a minimum lumber thickness of 1'/Z'. 6. If a'r5' ar 45' anchor bolt is-used for the LTi208, add a standard. cut washer to the seat. No additional washer is required for a ~Y; anchor bolt. See table far appropriate anchor-bolt sizes. 7. HTT22 holdown installed raised off the plate has a load of 5190 lbs. HTTi6 installed raised off the plate will achieve the table loads. 8. Post design shall be by Designer. 9. NAi15:16d = 0.162` dia. x 3'h" Iong,10dx1'i5 = 0.148" dia. x 1?/z" tong, - 16d stoker = 0.148" dia. x 3'/a" long. See page 16-17 for other nail sizes and information. hti . ~ ; +.rrld:'),,.1.~,K'i~ ~31.?,.~A, I.;S~:~Y..:>L ~~~.Y.{:a~rl~...ff~_3~1~,1r: l..c^..~y~.~?_I: f~ ~~3,':,,_~ ``,~;'r;+° iE`~' °r ' , ~ , r . I :.E,pi+ 1"'il 51~•A ~ ' x~ c~: y ~p { ~:,.,,. r.., :~ ! ' ~; ~ lt~! ~=.~:erei~:. `' ~i~1.~n~.Y''~~?.,i ,).!l'*~~1S~.I,~~.c^f'q:.~~- ~•....',~'~>::~~5;~~rj, a ] ••.+'...~;'~-~'~~yl~~: , ili~"~A~,~~;{`jy~t~;Jt,., ll~:.~,i.~='~x•.1~?~~:Y;, .:~; '[~;iE:_a;~.tl.:':::., ~. ~'~~, i Ai,p'~:°i~'~ .~.;~:x5 ~~,~3i `i ~s'' i)i ¢~r4.~Tl~ i ~y~~~ i , i i~l~ia :,i~'°~.xli+":1i~"•;?.:,, ..t_~~1;C~,;.;~`~<<:T~,<•j_~.ll.,-=;~..-a'~I»•]~~Aft.:,Ss.!L~~i.~!l.~;f;~~::~~:?,I~~s'; ~at. '::,,,Y..; .`,~ .~: . :; Pressure-treated barrier may be required. 40:i Horizontal'LTi131 Ihstallation. DO NOT MODIFlf THE MTT28B. Do not rotate the MTT28B's strap around the rivet. The strap must be in line vertically with the body of the holdown to achieve table loads. See Girder Tiedown Connectors on page 153 & 167 for installation solutions. ~i Vertical HTT22 Installation Horizonial LTT19 Installation (LIT208 similar) ,~., `'v .. _. .: c ' ' e .. .. 'b¢~~. Y ~... ~:x . ~ ~ . a a{~.: }s ::ye ~, .,. ~:~t. ~ :v. q p ~Z :.. .. ~. .:.:: ~... Y~ y :' :.:.~ .. ~ ~ ~ : . : e:. _ . Q a k ~ 1: b ~ ~. p ~ ~ \ ' .e.. ~.l .. A 4 i 1 . • ,gee '.: ..: ~ H 1 ~ Lc'Fs IP a.3 4 ~k I'$ ~~ ~'r `'~' ..Y~ ra f p~" ~- ~ K ( ` ,¢5•. $t y °~ 5~~ F ~ y t k S:h ~,~.~ s^,' e 7 .~ a` ~ "'~ ~ ~ °~ ~ s '~.? a • °+ > ~ - s ?bye •< ~ e ~ ~ ~ •~ .. .,~ i~q.~. ' 4, ~~ ...-}-v°..a^ . ~', l ..Z. "i r ~ x ~ „II t X~` ` 3. g~ ~, • r we st x .: ..., . ^F : t r , 4~• ?' ~ F , _ :.. ...~. „~ Y $.r c ~~ . ,.. .. ~ 'xx' +j.:.: ...:. • .•.: d e .•x; ~~~.. ~. :~ ~, .~ ~~ , £. ~. ,.r ~, ,: <;. ;;. ... . . ~. k :.'.':3zi~,arn4-a „ rr .?ix.,E, ~ ` z. 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