HomeMy WebLinkAboutPlansCONDITIONS OF PERMIT
BLCO-O6-t8-s287
Monument RV Park, LLC
Maintenanc e/Storage Building
Battleme - Tamarisk #1, Parcel C
arachute
L) ALL WORK SHALL COMply W|TH THE 20L5 INTERNATTONAL BUILDING CODE (l.B.C.),
2OO9 TNTERNATTONAL FtRE CODE (r.F.C.), 2009 INTERNATTONAL ENERGY CONSERVATION
coDE (r. E.c.c. ) AN D MAN U FACTU RER'S I NSTALLATION SPECI FICATIONS.
2) REFER TO PLAN ATTACHMENTS FOR GARFIELD COUNTY,S BUILDING REQUIREMENTS
AND INSPECTIONS POLICIES.
3) WORK SHALL COMply W|TH THE BATTLEMENT MESA P.U.D. INCLUDING ALL "MOBILE
HOME RES|DENT|AL" (OR MHR) ZONE DISTRTCT REQUIREMENTS AND THE FINAL PLAT.
4) BUtLDtNG tS APPROVED AS NON-SPR|NKLERED TYPE V-B CONSTRUCTION, OCCUPANCY
GROUP "U" (UTtLtTy)AND AS "COLD STORAGE" ONLY. lF STRUCTURE lS TO BE HEATED
(EITHER AT PRESENT OR IN THE FUTURE) INSULATION AT THERMAL ENVELOPE SHALL
COMPLY WITH 2OO9 I.E.C.C. REQUIREMENTS.
s) coNTAcT LOCAL FtRE DISTR|CT FOR REVIEW AND APPLICABLE l.F.C. REQUIREMENTS
FIRE DISTRICT,S FINAL APPROVAL REPORT IS REQUIRED PRIOR TO FINAL BUILDING
INSPECTION & CERTIFICATE OF OCCUPANCY.
6) PROV|DE AT LEAST ONE (1) WALK DOOR 36" X 80" MINIMUM SIZE WITH DIRECT ACCESS
TO EXTERIOR FROM THE MAIN INTERIOR SPACE. THIS EGRESS DOOR SHALL COMPLY
wrTH r.B.c. sEcTroN 10L0.1.
7l ACCESSTBTLE ENTRANCES AND ACCESSTBTLITY WTTHTN THE BUILDING SHALL COMPLY
wrrH r.B.c. sEcTloNS 1-104 AND 1105.
8) LtcHT AND VENTTLATTON TO COMPLY WITH r.B.C. SECTIONS 1203 AND 1205.1
9) ELECTRTCAL PERMtTTtNG AND TNSPECT¡ONS BY COLORADO STATE ELECTRICAL BOARD.
ELECTRICAL ROUGH-IN APPROVAL IS REQUIRED AT FRAME INSPECTION. ELECTRICAL
FINAL APPROVAL IS REQUIRED FOR FINAL INSPECTION & CERTIFICATE OF OCCUPANCY.
Garfield County
BUILDING DEPARTMENT
108 E¡ghth Street, Suite 407, Glenwood Spr¡ngs, CO 87607
Tel: (970) 94s-8212
BUILDING REOUIREMENTS
COMMERCIAL PROJECTS
EfÍective: July 1,2016
Reference Building Codes:
Setbacks:
Snowload:
(Meosured ot Roof, not Ground!)
Pf not Ps
Roof Load (Wood):
Seismic Design Category:
Weathering Probability fur Concrete:
Termite lnfestation Probability:
Wind Speed:
Wind Exposure:
Frost Depth:
Winter Design Temperature:
Air Freezing lndex:
lce Shield Underlayment at Roof:
Mean AnnualTemp:
lnsulation:
2015 tRC, tBC, tFGC, tMC, IPC
2009 tFc, tEcc
Check subdivisions and zone district for
setback requirements.
40 PSF Up to 7000 ft. elevation
50 PSF 70Ot- 8000ft. elevation
75 PSF 800L - 9000ft. elevation
100 PSF 9001-10000 ft. elevation
Load Duration = 1.0
B or C - See lBC, Chapter 16
Severe
None to slight
LL5 mph (Ultimate Design)
B or C - See lBC, Chapter 1.6
36 inches - Up to 8000 ft. elevation
42 inches - Over 8000 ft. elevation
Minus 2 -Up to 7000 ft. elevation
Minus 16 - Over 7000 ft. elevation
2500' F-days to 7000 ft. elevation
Over 7000 ft. as determined by Building Official
Required
Variable
For insulation requirements at building
envelopes & fenestration criteria, refer to
IECC (2009), Sec. 502 and Table 502.L.2
Garfield County
BUILDING DEPARTMENT
708 E¡ghth Street, Suite 401, Glenwood Spr¡ngs, CO 8760I
Tel: (97o) 945-8212
INSPECTIONS POLICY
lnspection requests made before 4:30 pm on a business day will be performed the next
business day between the hours of 7:30 am and 4:30 pm. lf your request is received on a non-
business day, your inspection will be performed on the next following business day. lnspection
requests are to be called in to the following: (970) 945-1377, Extension 162t.
Required inspections to be done by Garfield County include:
o footers
o foundation walls
o grout (to see rebar placement in CMU walls)
. underground plumbing installation and pressure test
r gâs piping installation and pressure test
. rough plumbing installation and pressure tests for DWV and water lines
. rough in mechanical installation
o lath for stucco
o weatherproofing and framing
o insulation
. drywallattachment
o final
Not all inspections to be evaluated by the building official are required for all permit types'
Additional or multiple inspections of any type are also to be evaluated by the building official
and may require additionalfees. Failure of an inspection may require payment of a re-inspection
fee of 550.00 to be paid prior to the re-inspection be scheduled. See Sec. R109, 2009 IRC or Sec.
11"0, 2009 IBC for further information.
Electrical inspections are to be performed by the State of Colorado and the rough-in must
precede the framing inspection and the final must precede the building final.
Septic permits require percolation testing for design and final inspection and shall be
performed by the design engineer of the system.
Aggressive dogs need to be managed during the inspector's visit to a jobsite. A re-inspection
fee of S5O.OO may be assessed if the inspector cannot get out of their vehicle due to an
aggressive or barking dog.
Gurfield County
BUILDING DEPARTMENT
1o8 Eiqhth Street, suite 4O7, Glenwood springs, CO 87607
Tel: (970) 945-8212
FINAL INSPECTION REOUIREMENTS
The following items are required for a Final lnspectíon:
L) A final electrical inspection from the Colorado State Electrical lnspector
2) Permanent address assigned by Garfield County Community Development and
posted at the structure and where readily visible from the access road must
be installed.
3) Steps over 3 risers, outside or inside must have handrails. Balconies & decks
over 30" high must be builtto all pertinent code requirements including
stairs, landings, railings and guardrails (lBC, Sec. 1011, 1"014 and 1015).
4) Finalgrading must be completed such that water slopes away from the building.
5) Exceptions to outside steps, decks, grading may be made upon demonstration of
extenuating circumstances (for example, weather). Under such circumstances,
a Certificate of Occupancy may be issued conditionally.
6) Final inspection/approval must be completed and submitted from the Garfield
County Road & Bridge Department for driveway installation, as well as final
sign-offs by the Fire District, State Elevator lnspector and/or other State
Agencies when applicable.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNT'L
ALL ABOVE
'TEMS
HAVE BEEN COMPLETED.
A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUS'ruESS
DAYS TO BE PROCESSED AND ISSUED.
Garfield County
BUILDING DEPARTMENT
7OB E¡ghth Street, Suite 401, Glenwood Spr¡ngs, CO 87607
Tel: (970) 945-8212
COM M ERCIAL PLAN REVI EW ATTACH M ENTS
REFERENCE BlltLD//NG CODES: 2075 I BC, tMC, lPC, IFGC AND 2009 lFC, I ECC
Effective: July 1,2016
THESE PLAN ATTACHMENTS ARE AN INTEGRAL PART OF YOUR APPROVED CONSTRUCTION PLANS. ALL ITEMS
REFERENCED HERETN AND/OR RED-L|NED ON YOUR PLANS ARE MINIMUM CODE REQUIREMENTS AND MUST
BE COMPLIED WITH IF YOUR PROJECT ISTO RECEIVE INSPECTION APPROVALS. RED-LINED COMMENTS ON
PLANS INDICATE THOSE ITEMS, WHICH, DURING THE COURSE OF OUR PLAN REVIEW OF YOUR PROJECT, WERE
FOUND TO BE INCORRECT, UNCLEAR, OR OTHERWISE NOT SHOWN ON YOUR PLANS. SOME ITEMS ARE RED-
LINED EVEN IF THEY ARE SHOWN CORRECTLY, SIMPLY AS A REMINDER OF IMPORTANT CODE REQUIREMENTS.
RED-LtNED COMMENTS AND/OR CORRECTTONS ARE PART OF THE "APPROVED" PLANS AND MUST REMAIN
ATTACHED TO THEM.
SPECIAL NOTE SHOULD BE TAKEN OF ALL RED-LINED ITEMS SO THAT CORRECTIONS CAN BE MADE DURING THE
COURSE OF CONSTRUCTION. EVERY EFFORT HAS BEEN MADE TO NOTE ALL NECESSARY CORRECTIONS DURING
OUR PLAN REVIEW PROCESS, HOWEVER, IT IS ULTIMATELY A RESPONSIBILITY OF THE CONTRACTOR TO
PERFORM ALL CONSTRUCTION ACCORDING TO MINIMUM BUILDING CODE REQUIREMENTS, REGARDLESS OF
WHETHER OR NOT SPECIFIC ITEMS ARE RED-LINED ON YOUR PLANS. IF YOU HAVE ANY QUESTIONS, PLEASE
CONTACT GARFIELD COUNTY,S BUILDING DEPARTMENT Af 970-945-8212 BEFORE PROCEEDING.
APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT CONDONE OR ALLOW VIOLATION OF ANY PART OF
GARFIELD COUNTY BUILDING OR ZONING CODES OR ANY OTHER ORDINANCE OR LAW.
RED-LINED COMMENTS OR CORRECTIONS NOTED ON PLANS AND ALL OTHER APPLICABLE BUILDING CODE
REQUIREMENTS MUST BE COMPLIED WITH PRIOR TO RECEIVING INSPECTION APPROVALS.
INSPECTIONS WILL NOT BE MADE UNLESS THE "APPROVED'' PLANS, PLAN ATTACHMENTS AND PERMIT ARE
READILY AVAILABLE AT THE JOB SITE. THIS SET OF APPROVED PLANS (STAMPED ''APPROVED", DATED &
stcNED) MUST BE AVATLABLE FOR BUtLDtNG INSPECTOR REVIEW & REFERENCE AT ALLTIMES, THESE PLANS
ARE TO BE PROTECTED FROM DAMAGE AND KEPT IN GOOD AND READABLE CONDITION.
FAILURE TO ADHERE TO THE ABOVE REQUIREMENTS WILL RESULT IN:
1, NO INSPECTION BEING PERFORMED
2. NO INSPECTION APPROVALS
3. NO APPROVAL TO PROCEED WITH THE CONSTRUCTION
4. pAyMENT OF A S5O.OO RETNSPECTION FEE AT THE BUILDING DEPARTMENT BEFORE THE INSPEcTIoN
IS RE-SCHEDULED
5. REPLACEMENT OF APPROVED PLANS AT OWNER,S EXPENSE
SPECIAL NOTE: LICENSING REQUIREMENTS FOR PLUMBING AND ELECTRICAL WORK
per Colorado law (CRS 12-58-101 et seq Y L2-23-LOL et seq, respectively), persons performing plumbing or
electrical work for hire must be licensed by the State Plumbing or Electrical board, respectively, and must be
working under the supervision of persons licensed by the state to operate a plumbing or electrical business'
For plumbing work, this means that the individual must not only be licensed by the state as a plumber, but
must also either hold a Master Plumber's license or be working under the direct supervision of a Master
plumber. For electrical work, the person doing the work must not only be licensed, but must also either hold a
Master Electrician's license and an Electrical Contractor's license or be working underthe direct supervision of
an individual licensed as such, The only applicable exception to these laws is that individuals may perform
electrical or plumbing work within their own home (see CRS 12-58-113 (2) and 12-23-111(2), respectively, for
details).
SHEEI1SCALE: fJ0NfSHEET NUMBER:110PROJECT NUMBER:20L8rO1347432,|NUMtsLRDATEDATE DRAWN:1DRAWN BY: 0r4tFNfYGENERAL NOTES AND SPECIFICAÏONSThe moteriols ond lobor shown on those plons thot ore provided by Cleory Euilding Corp.ore limited to lhose moteriols ond lobor os defined by the Cleory Building Corp. conlrcct.Additionol motericls or occessories thot ore not being provided by Chory Building Corp,moy be shown on plons for context or building code complionce.This building is designed in occordonce vith the folloring codes ond specificotions:2015 lntemotionril Büilding c0dc (l8c)2015 tdition of 'Notionol l)ês¡qn Spocilicot¡o¡s for Wood Conslruction'Use Group(s) Clossificotion UBuildìng tlse: StorogeType of Construction: Type V-BEuilding Gross Squore Foologe: 1680 Sq. Fl.NORTH ELEVATION100'+0"SOUTH ELEVATIONTABLE OF CONTENTS110. ELEVAT¡ONS120. FLOOR PI.AN130. TYPICAL SECTION ''A'131, TYPICAL SECTION "B132. TYPICAL SECTION .'C'140. HEADER DETAII.S150. DIAPHRAGM ACNON ANd MISC. DETAILS160. TRUSS DIAGRAMS'100'+0"100'-l-0"(1)O!rNCLTARY WEATHERVANEER LOCATTBuìlding Design Loods:Design lruss Lood: 5l PSF Totol LoodÐesiqnsnowr-ood: i!Ë3ii,:iiXil,'åDesign llind Speed: 115 [lPH (txP c perSeismic Use Group: ISeismic Oesign Cotegoryr BMoximum Co¡sidered torthquoke Ground Motìon for0.2 Second Spectroi Response (Ss): z.szgMoxìmum Considered torthquoke 0rou¡d Motion for1,0 Second Spoctrol Response (S t,0): 7.829Loodroofr8c)(Ps) (per lBc)snow lood)3. Àll lumber, unless otherwise noted, sholl be S4S f2 SPF or better. Al lumber embeddedin the ground oholl be lreoied r¡th Chromoied Coppor Arsenote to o retention lovel of0.00 pounds per cubic foot.4, Grading should h such thot ths surfoce çoter is droined oroy from the lou¡dotion.Minimum grode would be six inches of vsrticol drop per len feet of hodzontol oloy fromthe foundotion (52),5. Fìll used lo¡ concrete floor slob sub grcde, if present, sholl be reosonobly groded gronulormoteríol. till used in column holes sholl be lhe exccvoled soil unless olheruise ¡oted. Alllill sholl be free lrom debris, slones over 4'É, ond froren moteriol.6. Eleclricol worl is not o polt ol thh drowing ond sholl be instolled os per opplicoblecodes.26I7ventiloting, ond oh conditioning work is not o port of this droring ond sholl beos per cpplícoble codes.8, Plumbing worl is not o port of this drowing ond sholl be instolled os per opplicoblecodes.L AI noils ore to be threoded hordened steel unless othsrrise noled,10. This design is bosed on o building site with sond, silty sond, cloyey sond, siþ grovel,cloyoy grovel soil. ls por the IBC building code ond Referenced Stondord ÀSAE,lt|6,1, onossumed soil beoring design volue of 1500 psl with increoses for depth ond *idth hosbocn used in lhis delign. lf inlormoüo¡ is discove¡ed before or during conslructionconkory to this, the building dæigner should be contocted.ITIEthis building, os depicted, must be constructðd l0 feel. ormore from ony ond oll lot lines ond 20 feci or more lromony other buildings on the some lot. See IBC code ond/orthe locol buildinq officiol lor erceptions.ltlElhÌs document, os presented ond seoled, is not intended to be, nor should itbe construed os such, o complete building design. lt is intended to representjust the building itself. 'lhe design of the electdcol, mæhonicol, plumbing, ondsite droinoge ore excluded from this plon. lt should olso be noted thot thedesigner is unowore of ony subsoil investigotion reports, Footings hove beensized o¡ ossumed volues os per note ,I0,0 unde¡ Generol Spocificotions ondNotes. JTe desígner excludes determinotion thot lhe ossumed soil condilionsoro present of tho silo, lf o concrote floor rill h instolled, tho design of thcco¡crete lloor is noi port of these plons, nor is it intendod to bs, lf shown,the concrete floor is only depicted to show its læotíon wilh rsspect to relotedcomponents of the building. 'lhe client or gencrol controctor is encouroged tocontroct witb other professionol engineers or orchitects for the design of theconcrete floor ond its subgrode.Heoting,instollcd4WEST ELËVATIONoOIELEVATIONi'¿."_rl\tI$.w::r':....:¡AFFR#VffiÐIüFEËLÐ C*PYGARFIELD C{}LJNTYfu,IËFJTEXCEPTICINS & ¡ f.¡ SPËüi-¡tl{SËCT TO NOTfiI)D1NO I NSPECTIOÞ! \1/ITHOI.JTTHËSE PLANS ON SIT'EPage- ûf--_**BUILDIi\JG L}DATEII]d16äpAtsYilHill|l ll ll ll ll ll ll ll llBUILDING CORP.TLEARYlso PAoLr STREEÎ / P.O.8OX930220vÊRoNA, Wr 53593 / (800) 373-5550Gt\æE\tLñIæI@EIE¡EJtro'1,,Ilî'iiEIE¡HËtñlÈ¡ --IEH-lE tr-rrE¡.' tâ=Ê¡.É-f:Ë¡E A¡l-E€E¡J.¡ Ël.n-EEt] EtrlsF-Ë.9EhE¡ÊEIEEL l-EJ-¡-¡>æ-{-aLtr¡tJL.trt=Èz,()L)ôJl¡Ju-d.úIoôÉoJIlrJF3-¡-Ue.ÉL.. tue¿l¡l dOa^eÍH8anJL ¡¡¡HavaIL(Jz.U)ult-É.¡JlCLod.CLo-ú.{..a.Þ:t!¡? .r!iå!, _*i'åiätrsúitzbl¡JıÉ,ô-E)ìEjTIJJtuérlsocoo(\¡f\*(ôE=Eo--(Do(og#fo.toh$o' €>rôã .+rvıaú -tıo-2oflEsTbEco-2g-E€,E(LàE9.!lËà'rúË26td¡-!iIo.
ED3îtt-ll-é(\¡Es5EoÈs5>Eo--CtB8ðeiEOk$o.9¡lac);i)¿ıo.=ıo-Po{E5otl,ÊE,Q>Y9,:.: .ÞË,çtúvo- à,E9il:Êà'(Út,=ao¡ .EEË.T@?iooIeoI-ÉI€tnlvanaçe1A¿,t+*iH¿23dceL*íbtlil.t Willtín tl¡'"Lta^,;l àí Vt pi/tf g toti otttgllo4 à^^rL ll}b.46'-0'ð'-0'5'-8't0'-4"8'-0'-T@@'0FCONT. Y'HMstD.4'x3'tl0RlZ.$JDE VIINt)Oltl{fiH cRlDT.E.=107'+2'10'xE'O\ÆHEAI)OOOR FRAIIE_OUTïmr 13'T0 20'NTADROOI¡ OMONTiIHOIJT UNER NO$iftt GtlilNt IR|M(mon Br cu¡fiY $JB)1.0.=e'-11 1/2't.t.=100'+4'IÅtht çVaÅtlnltout .?A;7rcrtnury I2Ø1YIAIJ( OOORIY]ÍH GEI4INI ÏRIltB.E.=100'+1'r¡VffIE AT THISSIDE@@2x4 M,lLIRS 24' 0.C.(ilrERroR l¡lA[s oNtd:I¡o@È2:fI3ËÉ,(I,åÉl.-. r" ÍËãggi*É(t0)0.c.2x6STUDìllA.LlTfti6's¡uDs,1 /t6'.IREATEOEOTTOMPLA'IE,?bND0sBONB0lllst0[srLlNtR PÂNl Sttfl CtlUllG/ wru z* c€tuNc t{irlfrs AfI 2{ o,c. No (J) r¡tt ttLY,CI (Alrc INSUL tY ctfJ\flY 9J8)@(jz,(¿,IIJFÉ.lJ.lCLoÉ.o-o-ú,3'16'-8' StD.lr lf D00RB.E =100'+4'ÕIb1+'-10 J/4'F¡----====-4L**Hurus prurlqfall zro'*¿ûq/'a+ wtainØ'MlKint<ylavveinuI0N(df nsr. ATooroowt flY qv;gjgt¿tion 1010.wþaÉkl.rrilTRitAL PERMTTINtì 8. lNSpËtll iÛBY TlT COI. ORADO $TATE ILICTRICAI BOARI)I-dcELECTRICAL FINAL APPROVAL ISR,EOUIRETI AT COffINAL INSPËOTION20tgLOL347@LzA12'VEt{lE0 ¡LUll.TA1JE ÐOENSIOIIÀI B0lll slDtsHH HRD SCREIIJ'Cot{r. tfimEAVETJIE ATIHIS SIDEISTNDAND ìTAIIßCOTNCAT EMNffi BUIIDINOoIfo@@-8'-0'LB -0'8'-0'40'-0'8'-0'8'-0'IDATE1 E'É4'-6'1'x'11'É PRECÂSÎ C0NCREIE FOOT|NGDRAWN BY: 64FFl'/fYENDVIALLENDlrALL18"ó-8'J-PLY 2x6x13-PLY 2x6x21'-4'4.I14T PRECAST CONCRETE FOOTINGl5'x2ô't CONCREIEl2'r21', COllClEt2ô'l4 -S'5'*5-3-PLY 2x6x16'-0'@ srorwnl2*å'-4'3-PLY 2x6xl 6'-0'3-PLY 2x6xl6'-0'DOORCORNER5'-4'21')2t)5'-4'J-PLY 2x6xl6'-0'@ STDEWALLcolrcRErE (sE r{o]E)l2'r24', CI)NCREIE (SE N0TE)CHARCOALF&JTRIMl:,CTTARCOAL46+411SIIDE D00RS: --ACCENIS: -- ,Þn¡. DÀRK 8R0ll/N$DES: DARK BR0lrNn^or rc. DAR( BROIVN1lLqltsgy US,rHElvNE.lorINER Loc{E)rN R0IFUNEPAII{ÍED SCRBVS IN PN AREÂïtï2" lvHÍTE VII{IL FÀCEO INSUI.AÏONA'ÍTACH ROOF SITELHOLEDIAIIETER:HOLEDEPTH:COLUMN SIZEiCOLUMNS:FOOTING SIZE:BUILDING COLORS:mI. REI..O VTRIFY AI DOOR ND WNDOI1 ROUGH OPSIING SIZES PRIOR TO INSTALUNC FMI¿T-OUS2, ATTACH AII ROOF, SIDE, ETt) AND GA8I..T S.IIEL UTX PAIIITEO SCREWS], INDI{AII COLUI,|NS ARI J-PLY TO lHE BUIIÐING TÀVE HflCHI Nt) $NqI PLY FROM THERE ÏO THER00F PtÅl'tE{. 2xt SINDARD DIAGoML CORNTR BRACING AT All- CoRlltRS (uNttsÊ OlHER\{lsE N0lE0)5. 2xö JTCKERACING AT tNDwAtr C0LUI.|NS (Str DIAPHRÀCI¡ ACIIoN ond llISC. I)EÍAIS SHEEÏ)6. 2x4 PURIJN BLOCKING AT TNDlltAI ïRUSSES7. 2x4 CORNER BL0CKING T0 BE INSIAIED AT AU CORNtRSg. {>< ) = BAYS UIH A{ ROOFLINE X-BRACIÌS (SEE OIAPHMC}.I ACTION ONd MISC' DEÍAILS SHEET)TOTAL BACS OF SqCKCREIEFOR FOO'IINGSPURLIN LAYOUTl01Et0'10'40'-0'CONT. PURL¡N DESIGNc0t6nüIt0f{ tonlx r{ M,lr:BT SURE TO MAINTAIN THE OVTRAII I.APDISTNCE AI{D 'IHE SACING FROM PURUNEND TO CENTER OF TRUSS AS SHOIIN(r) 4od MrrEÁCH PURUNTOE-NAIL FACHPURUN I#ITH(1) 1od NArLlRUSSPURL,N I,APS AT FIRSTTRUSS FßO[' FICH END|I/ALLTOE-NAIL FÆHPURUN rfllÏl(r) rod r'rA¡L10d12'lttN.Tî\l{.ALL REMAININC PURUN APS() = NCIOR COLUMNS WflH (2) 2x6x8' TREATEDBLOCKS ATTACHED TO COLU}i|N VflIH(3) 20d MilS PtR sÁCH BIoCK FoR UPUFÍMÍÊ murilN sE¡s rx 10P oF coin.F00tüF - clÍ[K cotu$l o{lûll FoRqlcT monilG sng nEqunEp{ls:,, ', ill !.".1 ,..'",r , i r' *' ¡\.!ia'(z) zxoxa'fRE\Tfn BLoCKS,{:'*{,$þçti'iFOOTING-PRECASI FOOIING AS SHOlvN(6) 60#UNDIRPRECASÍ FOOIING ÀS SHOrlNOF SACKCREÏE PIÂCEDC0NCREIE =(ã) 60#UNDERBAOS4'x1 4'dBAGS4'x14'ó13'x26"d CONCREIE =OF SACKCRETT PLACED12'MlN.24'MtN.29' l¡lN.12'lllN.17' MtN.COLUMN ANCHOR DETAIL**;r*BUILDING ACCESSORIES:BUILDING CORP.190 PAOLI STREET ¡ P.O. BOXff¡0220VERONA, Wl 63693 / (E0O)37S65í'-I
rDåcioüoo-ÈN(ì)¡s5EEË+(Ð5=ESF3A,PÉohs!o,PJNgäE-çıo-2oÊF3-(,oEE9a.:.,3 .t#Eo- à.E9rE:ËÀ'(!Ëzgo.EEöllt{.32PRO]ECT NUMBER:20LBLOL347Èz.JI3lI¡Ëú.t)6z.l-l'=rteôH -3 3EPÊF ãËEËEËåËËF4321DATESY'tAN RE'\TISIONIDATEDRAWN BY: trqFFlfEYSímpson HTC4 HcngerAi 6' o.c,0SB Run High For lnsulotion Stop2x4 Ceiling Perimeter Noiler Cui To Fit BetweenCeiling Noilers Attoched to siud woll top ploteBottom Chord of TrussCeiling Steel RunningPorollel To The Truss2x4 Ceiling Noiler 24" o.c1 " Gop Between Bottom 0f TrussAnd Top 0f Stud lVoll2x6 Studwoll7/16" oSBTYPICAL IICIISimpson HTC4 Honger At EveryTruss0SB Run High For lnsulotion SiopCeiling Steel RunningPorollel To The TrussCeiling Perimeter NoilerAttqched to stud woll top ploteJ-Trim2x4 Ceiling NoilerMin. 0f 24" AwoyFrom Stud Woll1" Gop Between Bottom 0f TrussAnd Top 0f Stud Woll2x6 Studwoll7/16" oSB.'¡';:i3ì'*..::{i:1',:t:=""..aa1.;_ì:'" ": J'i-:i1'!r''.-:¡L.:ì:,'!:'-"-' "1 -i -Ji*,T :'x :å*å I e-LNOTE:VAPOR BARRITR MUST RUN CONTINUOUS ABOVT STUD WALL.INALtl,ItBottom Chord of TrussTYPICAL IIDII*tuBUILDING CORP.190 PAOL| STREET / P.O, BOX930220VERONA, Wl 53693 / (800) 37Sı65{'
o,ëfLÈò(ÐEtfa)EaoE(\¡É$5=6o-FqoF9Y c,iàe.Êôhso,9JA9!io.Þëi o-2o.flEspoEE,Q>v9;ËEanaúvo. à.?9rú:ËÀ'r! Tttoo.EÉöSHEÉT NUMBER:n 13()PROJECT NUMBER:20LALAL347Èz.3I3uJHd.(JÚz.l-luteH..-3 kE HÈE âËEEËägI;e4321slDA]EPDATE DRAWNDRAWN BY: G4FFI'/EYPRTPAINTED FABRAL GRAND RIB III PLUSROOF AND SIDE STETL#2 sPF 2x4 PURLTNS AT 24" o.c.2'' ',llHITE VINYLFACTD INSUI.ATIONIN ROOFLINT(av cmnv sua)412,, VINTED ALUMEAVE EXTENSIONAT BOTH SIDESWITH BIRD SCRETNATTACH TRUSS TO COLUillNìuTH (2) 1/2'oxs 1/z'BOLTS AND ML lTÏH(3)2Od I.IAILS PER BOLTNhd/w(. SET HEIL DEI-AILVlÀ,tttli,Ilonpr *,eþnlztâA4) RolrsL.C.S.SPACED EVTNLY.+\Athr- A(/r'eç Wgøhon lZØ.2ccA.ô02x6SP.6IADJUSTING BLOCKBE-TWIEN TRUSS HETLAND CENTER PLY OFCOLUMN TO BE FIELDCUT TO FITCOLUMNHEEL DETAILFLOORÈ+Iïr,2xôx8" TRFATED BLOCKSTO COLUMN WITH(3) 2od NAILS FAcH BLocK4"x14"A PRTCASTCONCRflE FOOTINGwnn (s) oof encsOF SACKCREIT(12"x24"ø)tIt.'. , .-',t't ='i'ì...: i:.. :. : '. ..-::..1; :i; ? :.. ¡-:lr9:'. - 'r,1T' !: ia¡'. !":;t\.l¡I,Ij24"øatglab.MItþnst cowf,V-indaÀiþW"là;høtuA(,,0o(úsyqf¿tl4tþCütrr4wECCT200¿tIwuutvwl+v,Wftitü@r+wtli{"ldnwtI^4OYwhrfNût¿fñtro7/16 osB y',ALL LINER (BY CLTARY)TREATTD PLANKTREATED BASE NAILER B.E.=100'+4"(BY CLEARY)INTTRIOR NAILERS2x4 CEILING NAILERS 24'(BY CLTARY)c,ATAT#,3''#20.c.ENDIJ'JALLSUSE2x6CIRTSSPF27AÏSIDEWALLS0.c.GI2x6ATRTSSPFSEUROWS: GS=23 1/2"-ÏRIM#r sP .60 ccA3-PLY 2x6 COLUMNATTIC INSUI.ATION(BY CLEARY SUB)anV)=É.FoLO¡lobJr*ctooELLFLAMT SPREAD IDX (= 25,SMOKE DEV. IDX <= 450.âtf¡')o,C\:@ot-)0u.*øin(\¡6nPOLY, ASTM E-84:BATT INSUL. WITHR-20lnirl-(BY CLTARY suB)STD. IIJAINSCOTINGENTRE BUILDINGSEE ÏRUSSDIAGRAMSBUILDING GORP.TTEAHY1eoPAOLT STREET ' P.O.BOX930220VERONA, Wr 53593' (8æ)373ö550
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