Loading...
HomeMy WebLinkAboutPlansSee 0414i44-614171-5 L- OPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD' G DEPAR, I T Dat j 4 7/ By .�I LI) COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page of • s 0 N civ C__) as 06 D (Its 15- E L N DC x a �. CL V c[s O m Allowable Floor Clear Spans For RFRV-Joists Jahr DO Vie.11Cxs 40110 iimpli ipn 10110 MITIo Spin *kill 1Y' a,d. 16'64 19.7" ae. le .4 Ira. Wu 191' ar. 1 11° es, 411 t#0!27::: " 1' 7 :'110'..:1 124'10 '074 '..; :1}.•11: i ::- 1!'il7':::. ,15' 19'=:;.::14.9-:.' 9.o. 65 159 166 . 4 <:. I41 `.2 9 19 1' 16 1 16'.? 14 la s iR`}:ll'':..;:.' :-r'.:';1.51' :',.:-'::11 7:. 17•7 14-7 17.7 15.07 ;:.T..:1' : :k4` . ! ;.::::'-1 ,'. 197 1 11 16 4 141 �4:'" SX 24 i14 5Qt..`: i4? 5 , 2'r-7 5 5' 17 5 1C 7 ,:l0 t"'.:;:.:14 1.8': ':':::44' 24::.::.s.a'ad:`. 21'•7 19.7 17.5 17.2' ..�Fa;0q==:. ?.17 .. Q..-,1, 4774115 3RfA�I'L�i3,e_� RPPP10 Atiiikf i 3}h .'-! •. i:16!.t.. .:.a'I f .1;''c'f'. 7' • 5 :.7'7.:•:18.6._15..4. ��'.�4'` ��7.'J,'-.`. .. ��".'Vf.-!o:`:�` 7T• 1 y 27? 19•Cl', 7-7 ':..23 7 '.: •..-.11 ..6 ..-: 174. .,14.17 iz4gie.n�i".�Air, fi.flti='"•.:�1:� � •, :d£:1;��o 9`i.}!"='"Rl .-"-.-1�.'•''; , .'.5 -25.5.- 275.-.14.3' 15.7 ?:..13�1y�':;' 'R�.:�[.''� per 24.0' 22.7 20.7 19.2' 29.7 17.5..._ .,27 5- 18• d MYt.Wilg�VAgItt ' 11' FP Iv if. i;.e•.:.4.4:: R3' 403 10:g' :: 18'6]5 xff.P0' Ulf 511 23'•1' 21'•1' 27•? 14.7 s<r � 'i•:z'.: < : :}t. : . 24 • 4 27 • 3' 21 7 19.7 ; ;: 4 2x1 7' •.{I` :. -14:','!7:::--.:::,',tit::',::.::747.5.': 25-7 27-6' 774 24 5 ': *..:1p':11,:, :;74' 4': :,....;:!:.0:41.:;-1-..1.-::$1X::'.. 55.7 27.5' 29.9' 23.11' 27.5 22.7' 71.1' 16.r -=:y25•`ll."..n';>..:0-4...4610:::::"`.+: . 26' • 7' 24.0 271 17.4 :1 1lis:l;'..:gip"• :• )E ; 25.7 25-? 2+'1' 17.7. ' :•U. Os: :'; 741 '.;:#.: .. r` 22.17 29.17 24.1' 27.4 1. 22�u:.'rr•.,,:: ',.....:•20P:;'::'4I'gr:'';;fir.,;.°19:.Y.:' UP 4110 R467S Y� 11l : 96N'S0 :.,27.'1@r.-,;;::'pgeg,z. ='0';:".1r6` 27-5' 21-6' 214 20-;P 29.8 27-1' 7Y•7 17.7 '.:,.;"0.i..-1..4:..rj"1-' P ' .Ir . *4r :.:. p .. l::i:. '; r:: : 7.6' 24-424•rr 2.19 70•;' 24.4' 24•9' 14-9' .-.ir�`:V. r:i,T.iY4�: :.r*�itir 2. 33'•4' 37.1' 28• 7 25.7 94.5' 37'•1' 31.:' 28.7 Henn .C117 rari'rthedeco More fd 9efaceds.R9 Spuuoaxredmunion kamrul a .the NOW ichg Awe chr[xil. 17tbsIffsnen avid xailedisrgarsirmn6ingMro}urv3ke 45.kmddleda•'si*hdtoU48GFor ln0:1adJ[Wfor IA Ixd Amnirrumof 14' amlaredb-ex 11104, SSP;: i hmxida bwi 0 *al timed onxmpeeodtev1hgluednokdsladhilpmeeigixhkxia1PA Vie.11Cxs kaki Nor 3�}� 02011,1011Pi "::?942" :': 14727 23132' 4Oia0MuhOi9m la Wil ithl 7a 16'a1, lfixsa 15'65, 12'51, 1$u I192'at. 14'64. 4f1° `, :+ i. 49444 i.:::': Rf4'1@ 1.97 70 17.7 lfiti..:: ID -7 ;114':41'::. 17.9' > r2s4.+;4 19.5' 11.11' .";`: 3Y 14-'I' 14-0 - ,24 4,..: 7 :• 14 14.7 ,- 4' 13.1 ;;::I 14.1r =:i5;:4':% 15.17 .;'W1F '" , 2 2 :44i1;-•':, 1811 11•1 11.11 15-3' t' A:f/..t'' ` i$: 27.7 17.7 Ir -5 11.7 4' 6' `:,141 4244' :: 51.6' 19.7 ..•15.5' 14.7 47!$< 30', Rd y� :42.••. 497440 �1:21f OP ���'> - 21-5' 7}� -" 7. r .;z'i'.' `� 25.7 =v14:��'1''; f$<S'::;''11^- 1 P'' 19.8 17.1 15.7 1).0:- 1.:(7.;25 ::::01:01::::, 27 7 19.0' 17.9' 4 C��:9''• f��"::dTSY,:�dr:iA d�14'y 21.1' 27.2' 15.14 r., :...:�� 0' sd!.:i�:: ��'•°. 'f li'.�.1. 21' d' 17-'7 11.7 V 15.7 ;f# . 21.1' 21.17 17-1r 18 7 ., 1 W :`y,��.'; :�:-' r�{�-� Iti� ti;c:r li.?a5'?�%'+� 75.4 38.2' 17.5 15.4' . 04' 44.711+4. X100 #1:'{'=..ir. 950'400 `17�i�1�'3p���;: PRI' 627 04793 77.144' ':4A:.. 14.6' 2S 7 37-1' 37.77 18.107 14.1' .':r.e,:;- 4[-�' r`f, i :,.. 72.7 2P•7 614 ...�`1Ci .;^�Tt�e;x*.N.:��;; 24 5... 27.7 19.4 27-5' 27 7 23 7 133{.14 2177. j7 17..3'3' 1133. 7 ,. ;V�:` ;P:.' �;W%;�:s ��:<i .:.:::`:'3:x.14+ 266'-0' 27.5 18.6' 14.7 ..9,t'�"'µ�S�F�•�:.?:: ;=4KF3 211. ar 34.1' 27. r 16.5 7-17 29-1P 27-9 27.7 if 40 RP'dGi78. 31; . 4570'07 4`;11; : >' _7. 1":`:,. '.::.:8' 27.0' 21.1' 31'.7 -A# '1:s •24 :;, &9,,''- 5 25.0 77•7 '.'? 24 A ,3P:j'..,".:::'.24'4: G e . la.4 29-7 `::1.':t1f;c :>'.' 17.1 _ 17dff.: 19.10' :::,1p,:tyi:.,24"'.:. 27.7 :. R .,;.::'`2.?, :' ;71.115:; ' ; 11-4.: 27•7 77.3' 17•6' 14-7 49;6'2.:: ": 'P.i; ":?w iso' . 31.0' 21'.9 245.7 115 7.'; -...1743'':1:':' :15'4`; 39.5' 34 • 1' 17-9 77.7 Henn .C117 rari'rthedeco More fd 9efaceds.R9 Spuuoaxredmunion kamrul a .the NOW ichg Awe chr[xil. 17tbsIffsnen avid xailedisrgarsirmn6ingMro}urv3ke 45.kmddleda•'si*hdtoU48GFor ln0:1adJ[Wfor IA Ixd Amnirrumof 14' amlaredb-ex 11104, SSP;: i hmxida bwi 0 *al timed onxmpeeodtev1hgluednokdsladhilpmeeigixhkxia1PA MN ins sad mad JF>ti.Spe_ito`an Af3•01 a ASI4 72190. Spot fhol na redosd br 12 in<hrsrk t ter55 44ng eeol:a ony. 2410445312150414.' 7.4. SPACOHG ;56W` Vie.11Cxs kaki Nor 3�}� 5d -'-'1: ' Paa4Si4r7Jfloor RYed.Msv4P2ar "::?942" :': 14727 23132' • k fli 23'44. I9.7crleis 24'c.r. , 26'pIN 1 MN ins sad mad JF>ti.Spe_ito`an Af3•01 a ASI4 72190. Spot fhol na redosd br 12 in<hrsrk t ter55 44ng eeol:a ony. 2410445312150414.' 7.4. SPACOHG ;56W` lid;•:Tr.. )1 ".. 2 39.3f5' 7 1742l8' 12 234.1+4 3; 47FEr : r:$:.}32547.5:: a 75146' 9 172-1716' 14 365.13+17 CA7E:GC3iIY 1 13.1'035000 1_7 1 's /u'S - —I- 9' /a" 0143-11 • /a•• —i r» 2- `ltrlarvdsact may ROV �s� rn I rc ci ii=t F'rc fi 1 4Eas ATIEGQRY 2 c • TEc V 3 GgTG9FZY 4 SCJ r c3c iRY s BCI® 0000 -i V. 0000 1.8 6Cr. 00 2.0 E3C1.° 90 2.0 Mrn 1,/ " . 11/2'37_ 1 h' 9y/r' - 144•• —1 1 s••-* 1 7.— 2%7e" nor.a t bE a7fatatem. /$- 11 18 al e 14^ 'CJs•• 1 s Ie 1s - 2o" VERSA-L74Me* 2.0 2800 1 5•/z" 1 8- t4 1 2 /,e" 23/•i& 31/2" 13/4-, 2$/8'74' C I'Tck witi, supplier or 6oisrEpremsgnttsttyo fear ava i Iabi1Ity_ VERSA-LAMF 2_0 3100 51 /2" tem 24^ 7^ 31/8-, 31/2-,51/e-,51/2", 6814". e31.-.1 ❑x`14"71r About Floor Performance Homeowner's expectations and opinions vary greatly due to the subjective nature of rating a new floor. Communication with the ultimate end user to determine their expectation is critical. Vibration is usuaity the cause of most complaints. installing lateral bridging may help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the floor's performance. The most common methods used to Increase the performance and reduce vibration of wood floor systems is to .hoist Depth 93.S" 11'/4" t4" 19" increase the forst depth, limit joist deflections, glue and screw a thicker, tongue-enc1 groove subfloor, install the foists vertically plumb with level -hearing supports, and install a direct -attached ceiling to the Bottom flanges of the joists. The f€oor span tables listed below offer three very different performance options, based on performance requirements of the homeowner. Liv-Load:tFp ti 13.1tm S8d.!€s.L1560 .::..: ' :' t IoorgtpFaf►ria@i:th rsttnlmu. :buttdi="+::.:;:• ' co& tJ a0 t1eRi: are. i at0.re11y 50W tis:.':.; 01.40eGf t8 t08 s l val r=B�i `is 8::; ., lovca+i.l i. r 1a t manrs.lssves; ..; This te4 erilY;4etesedf.0i<ap cpiitsiie' ': = Wh a floe+:peel nail .is[it Joist Series 5000s 1.8 6000s 6500s 5000s 1 80003 1.8 6500s 1.8 80a 2-0 90s 2.0 5000s 1.8 80003 1.8 6500s 1.6 Ws .0 90s 2.0 60008 1,8 6500s 1.8 60s 2.0 908 2.0 • Span table is based on a residential floor toad of 40 psf live Load and 10 psf dead load (12 pal dead load for 90s 2.0 MOO. • Span values assume "fu" minimum plywood/058 rated sheathing is glued and railed to joists for composite action (olsts spaced at 3T e.c. require sheathing rated for such spacing - rfe" p oodf0SB)• • Span values represent the most restrictive of simple or multiple span applications. Analyze mai- tipie span joists with BC CALL° sizing software If the length of any span is less than half the length of an adjacent span. • Span values are the maximum allowable clear distance between supports. • Table values assume minimum bearing lengths without web sllffeners for joist depths of 16" inches and less. Contact your local Bois representative for specific assembly information and other fire -resistive options. QrIL4�0,.1)r ICC ESR 1338 St • This table was designed to apply to a broad range of applications. It maybe possible to exceed the limitations of this table by analyzing a spaoittc application with the BC CALL• sizing software. FIRE ASSEMBLY COMPONENTS 1. Min.'/." tongue -and -groove plywood or 23132" APA Rated Sheathing (Exposure 1 or exterior glue) 2. BCI8 Joists at 2d" o.c. or less. 3. Two layers W Type C or two layers W Type X gypsum board SOUND ASSEMBLY COMPONENTS When constructed with resilient channels • Bial carpet & pad to fire assembly_ • gj 3W glass fiber insulation to fire assembly. • Add an additional layer of minimum 5:• sheathing and 9V glass fiber Insulation to fire assembly: STC=54 STC=b STC=61 1IC=68 1lC-46 tlC=50 or or O 6-ra.A44. L139t1 , Cc -Jr '%.-v..0t.ikicz„ y►r,rrr [ 2 Let"— (j2 c j JJq lam ' Q" A52 12L111 5=3 3.4`-0* R.0 a. 812 ,. R.O. _ FUTURE COVERED PORCH ' DASHED 1" 12'--2" MASTER BEDROOM 116 EGRESS 3'a" 37/2' CRAWL ACCESS 24" D; SH 6'•O" AFF. STORM " DOOR..: 1O.5+1' 8'^4 2"'.812 R.O. / 3-16" 17.71 le - 1 T -B EQ,EQ EQEEQ,EQ,EQ,EQ,EQ DESK 108 i I LOFT 5r0'r . e4.11 -y —1 7 f 1 A4.1 3- 8' ALIGN FASCIA GOVERNS 12 3 1©6-8718" T.O. HEEL i O7'-6 718" T.O. PLATE T.O. PLY. : LIG At7lxcl�# x`ilip0St5 igtiwet. pit -5 e. q' o.G. FAA,' /QAd (2c?, Fer2izC, { 3oS.5 1 lil [.port GiLOSS-SEGTIb tJ -- DET,t L- Liz ytt Yv" OSb °!'y`` taw -AA -Fe ja; st 2xt3 FXPO'''n TOP CH01 .DTAILS, TYP. fcr1aI,I 109'-i 1" T.Q. PLATEIr It" 10 : 1" T.44. FIa 1= 8 ` L e c(aIy JGtRI1 y a,f '}'WM751ie1'5e t, rvt7Yt 1v 5' Ib p I dc r arry�G'pvUS fit 444(7 W.II 1Yy T.O. FIN. FLOOR 99'-10" oiL T.O. PLY BUILDING SECTION AT VESTIBULE AND LIVING ROOy; 1/4,1_11_0" iee_Cp/4 4`�/4c_ t t eml- Mf 3 z Co 464-r-vo izeyut0044 04405 LINE OF FINAL GRADE LINE OF EXISTING GRADE 11" AP/7GiC4/ L /5 /2e /ryrr' )4) e m ec; r./P64/c r/ / 4,,ervd $ /7,740,-(.1 /_ C14? 'G LP 11 (At\ DP1--- CO Werl VAL.- VG'S Ll 2A-ANkt.. alk WAY CA ki.,,f",)b&ii)A 1(.1 Itketed All endive( cIPSIdt 11N9 610,IA 164Dif,V Cktfr 1 YeZ§7277/7W 0 1 7 kt -CT,/ te.,,i(Gd 1A)1 kw?v; . . j 00 ,011 641S4Cf sr.t ( t) I vIke I I:— -1-• w ono . 2x6 FLASH FILTER VENT BY AIR VENT 1'" To. FIN. F1,000 - 12 1,00t12 2 tot)I/1 47 Doi rtic /6-/-41" (&-4 X15 12 ti /\ / / 1 / 1 1 A 1} ht. per' R 3o5 I Adti v so,. /1 0..Adi r( 31.3° BUILDING SECTION AT BEDROOM 2, KITCHEN, AND LIVING ROOM 100'-a' Adolik T.O. FIN. FLOOR 99'-10' T.O. PLY. LINE OF FINAL GRADE LINE OF EXISTING GRADE - WALL STEP PLAN NOTES: - EXTERIOR HEADERS TO BE (2) 2X6 JUSTIFIED TO INSIDE FACE OF STUD W/ 2 1/2" XPS RIGID FOAM @ EXTERIOR, TYP., U.N.O. - INTERIOR HEADERS TO BE (2) 2X8 W/ 1/2" PLY FILLER, TYP., U.N.O. 96"-5 3/8" T.O. FOOTING 98'-5 3/8" T.O. CONC. WALL 34'4' 16"x1 O" CONC. FOOTING, TYP., U.N.O. 8" CONC. WALL, TYP. U.N.O 3-2x4 W/2-3/4" PLY. FILLER W/ACE6 CAP 1 T EQ. I I L 6x8 P.T. COLUMN W/ AC6 CAP & CB68 BASE EQ. 3-2x4 W/2-3/4" PLY. FILLER W/ACE6 CAP WALL STEP 99'-1" T.O. WALL 96-5 3/8" T.O. FOOTI N G 6x6 P.T. COLUMN W/ ACE6 CAP & ABU66 POST BASE GROUT SOLID UNDER 1 _ J 3' -6"x3 -6"x12" W/4 #5 REBAR EA. WAY • - C ti 96 0 981-. 96-5 3/8" T.O. FOOTING 6x8 P.T. COLUMN W/ - - -� AC6 CAP & CB68 BASE p 1 3r -6"x3" -6,,,x12" 14 j W/4 #5 REBAR. EA. WAY 100"-O" L _ T.O. FIN. FLR. "D r —1� 1 991-11" 1 T.O. CONCH. @ PORPF 1SLAB ON1 i GRADE 1 8x8 COLUMN -� 12 -On &a4,e\ Gam'- IA) (it r6g4-Ct[J2- 3-2x4 W/2-3/4" PLY. FILLER W/ACE6 CAP I I L J ■J 1/S.5 EY/ T! / ADV iDAT I DA) P AN io.1 I, r"n'1 cir L.E CD DESI( - 40P - rki - WIN - WIN - 3611 Mai 0 PLAN NOTES: - 3/4" PLY FLOOR SHEATHING 2X PLATE BELOW, TYP. 12-03''4 16'-0x'4 2tY-0314' 24'-0a'4 28'-03'¢' 32' 2'.43/4 4'-CP/4' 6'-33'4 8'-0314 10`-0 '4 14'-03I4 18'-0314. 22`-0 '�' 26'-0314 3(]'-03b 34477 IFT 19 it 11 II 11 11 11 11 II 14 11 11 11 11 AMIL 11 11 (3)1111 S 7,i8" MIL CONT. 11 if 2 - 'AN II II I1 I If it If I I 3/S.5 (1) 14" M.L. 100'-a" T T.O. fIN (3) 16" M.L. HGLTV5.511 14" T.J.I.3601s g 24" O.C. TYP. U.N.O. i(3�i 14" M.L. CONT. 2 -SPAN ----1TT3514 14" T.J.I. 360's @ 24" O.C. 2 -SPAN. CONT. 9 Q 99'_11" T.O. CON ar PORC SLAB ON GRADE \ &abtb3-41u 1-J2_ S (//41( C;' o T 14" T.J.1. 360's @ 24" 0.C. TYP. U.N.O. �c�srr,vy <0E1�frIN�AL F1,00(2_ FPAM11J (A PLAN 14" M.L. RIM JOIS•