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Home My WebLink AboutVAIL VILLAGE FILING 11 BLOCK 3 LOT 4m m m aH ln+f Im 0 Woop F =I 2 �, I 13'- 10 I k ml �° 3 f -�" r 11 0 m r, 3 I t _t ■M K WA i 13 ;K - f - 1 t Structural Steel Seams, Angles, miec. t ASTM A36. 6ENERAi Jo STRUCTURAL. NOTES 1 4 Fabt.icated- and.eraGted'per the current edition ofAISC steel 3VA b1P $ 4 3 CanstruGtionMantlial. '�� r F I Z AV AA I HO Standard ,tuba 'coiumnss ASTM A 500, Grade S. 46 kai yield, JJ� �yQp}Qs Standard ;piped =.columns. ASTM A 53 Grade R. I"^ F y� ' 84 oaf Anchor Bolts; ASTM A307 or A36, h" Snow * Coobectar Batts unless otherwise noted ASTM A307. * wind 20 'Pef * Expansion Bolts Into concrete: "TRV - 80CT' or approued-wedoe type * Floor AO oaf installed in accordance with manufacturer's specifications. / l } u " : � cp �, _ j * Foundations are designed without an engineer minimum lintel >ffi soil investiga ,.;r r ass of fouadatian ` � L+'" v� {.Jt� I�i except as noted, one angle for each d of wall Foundat34n:desgn criterfa,.;was assumed o Pu P s .'�.✓"' � � "''� to boa e ach en h , 1.be_c nfIrmed by 'a so14'S- e0ginaer,.at owner expense, // thic kness b a b e c d design and a s o �}�- ;��► rte,, N f� *� Y :� 4genin s to 4 " -0 Y. 3-1/2 x 3 -1/2 x 1/4 prior to construction. This p roeedure ma require rev£l to !� _ � �•�� `� � ii C fi� 9 d" -1 to 5' -4 t 5 x 3 -1/2 x 1/4 foundation design, at addit.onai expense to, the owner; If soils 5' °5 to 6' -6 l 6 x 3 -1/2 x 5/16 engineer ,datormines,thot such design criteria ar,* £naPVropr *te for ---- -_ this building site ?. WOW- FR9M1N-q = * footings shell be Placed upon and sturbed,nitural soil or compacted '7.x1d fill tested and,aRprove4 -br soils orainoar. Two inch nominal floor and roof framing shall be * Maximum design sail arassure= 2460 psi ( y . M Moisture Con tent 197Y., ,� Douglas- fir /Larch #2 and better S4S. GOtiCi _ Nl Mil s V Studs shall be Standard Grade or better: f , 4 ;, L. -�- -. � of a s 2icabie provisions o ACI 3 '1, 1 S ill plates hearing on concrete or bond beams shall he wolmenixed. Gvnarete shalt, Ga vrm t pp � t -- - �.__... ; - , X Y X e strength follows* 3040 psi, - � � } X, i� .. �� P Beams and columns shall be Douglas Fir No. 1. r. Minimum 28 day Gompressive -at engt � � � t � �+� �'� y • _ m anufactured _, laminat mar. r K r e quivalent. x e n e> T fi Ti x Yant la = ated veneer Yu bQ mz o lams' a ecaui 1 G me.t fiyP Y. E ., • psi,F )C t� f1 - }} / F = * f .m r r ems "t= ASTM A 15 redo. 60, except dowels.. stirrups. t "f i (Hated Ml. on Klan) shalt be ICBt7 approved , l , f wide , with th 2840 De ar ed pi nfcz c . n 6 g w285 psi -and Eo2,000,000 Psi. and ;rfhich iharl,;60 grade 40. Glued- laminated'fram ng members, « welded wire.Fabrlo (wLJF }• ASTM Ales. r ► , d D ✓/ �..1 m exces�t as noted) ' u ,as F r AN5 iA T A 94 983 a fi A TC i17.s x T pi 2: #oundatian r" infarCinp 2 #5 top- and botto ,C � � � �('z� " o et i z I c 1 . 1 t d I � ca �� "'� 1` Furnish AITC Certificate of Conformance. co ntinuouus'ot cornora and,. steps. 1„ X '? n # 2 .1�' . « r h fabricated and placed per ACT Manual a Simple scan members- 24>`V4 with camber to 2000 ft radius unless natarf Reinfa eemer}t:_s a�1 e � `` ; t it r r • • .. diameters ,"` at s Iicea 36 die W n r " Pr at 1 315 ?, Minimum lap... q w Conti opus and cantilevered members 24fV8 with no Ca�nbe Standard a ice tA� _ n structural and t d more � n g rade hal be aepar6ted from adjacen at uctu ! �r Minimum nailing per "Unxform.5ui }ding Code Table 250 except where a R Ali slabs! a A a ®s, i „Y � ..,_. t he f? unless � W'`' F or larger nailing shown n drawings. fi nish slamox=ts to allow free movement of t la t �P * tv`m f o r h n ens is far especific lY !f=awn end noted.atharwf,�se . . .- o enGtature o l ight gage:' #ramang a nG ore aced an qt a ._ t , ;.�fr' V r - far con a r f r f" r con cret e ` lee #n farms.. 9 co e Simp son Str T v app roved a a used or avide, / c over a P C d -7 C p n ans3 Ie, Maui scent IC84 aPP a std a o y b l ar h ' i t t M ....placi=d' :a af e L Inst t 1 w h he t+' r a ' f n e if l b the �.-. .. t it � nom a nd .Lype a ails sp c _Y g,... ": ins extend min: 2 0 manufacturer ` . * tRtinimum 2 #5 around -all fir sides of Bit open g , Co attain m aximum rated c apacity. � n e ,, ti b an o _i a., e d pe with 'beyond Q _ All reef 'rafters gist nd bea shall.. be anchored to supports.. g C.,.�I u e fr f r oil, sca }o, oil for Pr framing :: t {eeq reinfo c -lean and ee o di t, 18 ga. anchors. ! All roof sheathing Btu! sx�ubflooring shall be engineered . graders of ka placing roinforcement, 9 _ _ G�- .4�,.+r / ♦ . �►► . ••' ice' ,,, �' � � y ��r ��1 �'�Ilf✓11 ��✓' 1/,»�iw"�� .��i �iil� ��1� I +'' � .� .f" � ° /► ;.• ,/� 1► arc r I w ,n a— A t r. w - .+ _ r! i P-W 1' 7 11 /Yc° w' /Ar "1=?"V Cisil f 1 :0t'.2–p d.4J f O at Q EME �10� - - r .S YVF '99'1 W M ' m F � r .r� w i� FE �i1�5�' R /v��G-iANI�Al�/ Et.6GTRaC.ai._- p�� 5r�N� �R. /v��GH�NICa.L /�'I.EGTF�IC�.L PLAN a 11 LIP I w ,n a— A t r. w - .+ _ r! i P-W 1' 7 11 /Yc° w' /Ar "1=?"V Cisil f 1 :0t'.2–p d.4J f O at Q EME �10� - - r .S YVF '99'1 W M ' m F � r .r� w i� FE �i1�5�' R /v��G-iANI�Al�/ Et.6GTRaC.ai._- p�� 5r�N� �R. /v��GH�NICa.L /�'I.EGTF�IC�.L PLAN a "T"m I I rA 1 �� )I -IL 414, '0000, f F �( r Q NFRAI TR 1 "I II2A s ulkirr Cf, r c DESIGN - U — V LQAD4 Snow 80 psf Wind Basic Wind Speed 70 mph, cxp C Code Reference: 1988 Uniform Building Code, U,O,N, FQLINDATIC N: :Footings shall be placed upon undisturbed natural soil or compacted till tested: and approved by sails engineer. * Maximum design soil pressure: 15(() psf, 'CONCRETE AND REINFt` ECEM N'r ' Concrete shall conform to applicable provisions of AC.I -301, with minimum 28 day compressive strength as follows: Footings and stein walls 2,500 psi. Slabs 3,500 psi. * Cement Type: 1 {I1, air entrame& * Deformed reinforcement: ASTM A615 grade 40 or 60. Fibremesh 100% virgin polypropylene, fibrillated fibers as manufactured by l*ibremest) Co. per it TNT C-1116 type 1.11 4.1.3 and ASTM C -1116 Performance level one, 1.5 lb. per C,Y, Concrete l..(),N. * Reinforcement shall be fabricated . and placed per ACI Manual of Standard Practice (AC I-315). Provide, corner bars. Minimum lap at splices: 36 diameters. Concrete cover over reinforcing: 1 - 1 for concrete placed against forms; 3" for concrctt; plac;A against earth, * Keep reinforcement clean and free of dirt, oil, scale. Oil forms prior to placing reinforcement, MASONRY: Concrete masonry units (CMU) ASTM C 90 —N -1. Horizontal deformed reinforcement shall be placed in precut knock -out bond beam blocks: * Mortar: Type 'S', Grout: 2OW psi at 28 days, Vibrate to consolidate. Reinforcement: Standard Dur.G -Wal at 16' o.c. in CMU' wails. Deformed reinforcement shall be as specified for concrete unless otherwise noted, except that laps shall be min, 48 diameters. (Max MUM Riownre Content 19%) Hess fit #2 a=pt as noted. * Sill plates: Wolmanized Doug Fir or Southern Pine Studs: 2 x 4 and 2 x b to 8` -0: Hens Fir stud gra 2 x 4 over 8' -0: Hem Fir standard and be tter 2 x 6 over 8' -0: Hem Fir no. 2 and better Microlams (ML): Laminated veneer lumber by Trus Joist or equivalent by other manufacturen Fb = 2,600 psi, E = 1,800,000 psi, Fv =285 psi * Glued, laminated framing; members per ANSI /ATTC A190.1 -183. Mark members with an AI "I`C ance. Combination Symbol: 24F V#� Quality Stamp and furnish an AITC Certificate of Conform * Nailing per Uniform Building Code Table 2502 except where more car larger nailing sh wn on drawing. * All roof joists and beams anchored to supiaorts with 18 ga, framing anchors. Wall sheathing: b CDK, APA 32/16 or t(,N Oriented Strand Board (QSB), APA 32'16. Nail with 8d commons at 6" o.c. at panel edges, and 12" o;c, intermediate framing. Block and nail all edges between studs. Sheathing shall be continuous from bottom plate to top Plate. Cut in "L" and 'r shapes around openings. * ywood Web l -type joists shall be installed per the manufacturer's reccasnmendations. All prefabricated pl Do not cut or notch chards in any manner. Holes in Webs per manufacturer, • Metal connectors: Simpson Strom Tie unless otherwise noted. Install with number and type of nails to achieve maximum rafted capacity. d f4t ; Q NFRAI TR 1 "I II2A s ulkirr Cf, r c DESIGN - U — V LQAD4 Snow 80 psf Wind Basic Wind Speed 70 mph, cxp C Code Reference: 1988 Uniform Building Code, U,O,N, FQLINDATIC N: :Footings shall be placed upon undisturbed natural soil or compacted till tested: and approved by sails engineer. * Maximum design soil pressure: 15(() psf, 'CONCRETE AND REINFt` ECEM N'r ' Concrete shall conform to applicable provisions of AC.I -301, with minimum 28 day compressive strength as follows: Footings and stein walls 2,500 psi. Slabs 3,500 psi. * Cement Type: 1 {I1, air entrame& * Deformed reinforcement: ASTM A615 grade 40 or 60. Fibremesh 100% virgin polypropylene, fibrillated fibers as manufactured by l*ibremest) Co. per it TNT C-1116 type 1.11 4.1.3 and ASTM C -1116 Performance level one, 1.5 lb. per C,Y, Concrete l..(),N. * Reinforcement shall be fabricated . and placed per ACI Manual of Standard Practice (AC I-315). Provide, corner bars. Minimum lap at splices: 36 diameters. Concrete cover over reinforcing: 1 - 1 for concrete placed against forms; 3" for concrctt; plac;A against earth, * Keep reinforcement clean and free of dirt, oil, scale. Oil forms prior to placing reinforcement, MASONRY: Concrete masonry units (CMU) ASTM C 90 —N -1. Horizontal deformed reinforcement shall be placed in precut knock -out bond beam blocks: * Mortar: Type 'S', Grout: 2OW psi at 28 days, Vibrate to consolidate. Reinforcement: Standard Dur.G -Wal at 16' o.c. in CMU' wails. Deformed reinforcement shall be as specified for concrete unless otherwise noted, except that laps shall be min, 48 diameters. (Max MUM Riownre Content 19%) Hess fit #2 a=pt as noted. * Sill plates: Wolmanized Doug Fir or Southern Pine Studs: 2 x 4 and 2 x b to 8` -0: Hens Fir stud gra 2 x 4 over 8' -0: Hem Fir standard and be tter 2 x 6 over 8' -0: Hem Fir no. 2 and better Microlams (ML): Laminated veneer lumber by Trus Joist or equivalent by other manufacturen Fb = 2,600 psi, E = 1,800,000 psi, Fv =285 psi * Glued, laminated framing; members per ANSI /ATTC A190.1 -183. Mark members with an AI "I`C ance. Combination Symbol: 24F V#� Quality Stamp and furnish an AITC Certificate of Conform * Nailing per Uniform Building Code Table 2502 except where more car larger nailing sh wn on drawing. * All roof joists and beams anchored to supiaorts with 18 ga, framing anchors. Wall sheathing: b CDK, APA 32/16 or t(,N Oriented Strand Board (QSB), APA 32'16. Nail with 8d commons at 6" o.c. at panel edges, and 12" o;c, intermediate framing. Block and nail all edges between studs. Sheathing shall be continuous from bottom plate to top Plate. Cut in "L" and 'r shapes around openings. * ywood Web l -type joists shall be installed per the manufacturer's reccasnmendations. All prefabricated pl Do not cut or notch chards in any manner. Holes in Webs per manufacturer, • Metal connectors: Simpson Strom Tie unless otherwise noted. Install with number and type of nails to achieve maximum rafted capacity. d .................. 9 9 a 5` u u N w To S H E E T 1 11 A 0 -' -1 OF SHEETS F: I , N ! /� 411 fl � F ' 4f-4AT - 4-1 � NTl � FLAH 4- 4- r-, -L - -�'\ A /r-A I OL I Tovvn o ail REVISIONS Z � fl tit 0 fl lll l � o J.G. PRODUCTS 186AV