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HomeMy WebLinkAboutB14-0418_S2B_1416610680.pdf Noti OF i 61 4°40111 . \ \\\\\ / rri 0 0 til.11. I O 1 4t \ \ 68 4 igt �� �� PAVERS N 71'-11" 70 \ 72 COI 170 68 66 A _, \ __ __ 174 \ 661 \ 11/21/14 • AIW __ __ _______ ----- \ \ te---- \ L,) ------ r\ 76 \ 68 I ; 68 \ J \ \ ) ._________ � L \ — �, 70 / / — \ n 7 Kid � = ❑ / v r— \ 78 \ / -------_------- // — J o \ 72 ❑ \ / • �- Os \ O / , --,NN . / rr \ — ❑ ir — _ / 7 ty O ❑ / \ J 7414 • CG \ -- ir-A ------ -- 441/11i ' ////, / / / �I W — — 74 ®A ____— ----- tilt" A or4 I r I/1i -----•--...---�i 76 ���I� _ = I I - ' r— _ , , - ,IiriM. / - — � -- _ _.,•561/ —j41-: ____ _,II___J— • 0 N. \ 82 V r a) 80 _ 1111 . 111 N DRIVEWAY FOUNDATION PLAN _ _ — EN a) o 4aa cz > ) / / , )\ _�'/ TRU TURASPECIFICATIONS C // /\ 3'MINIMUM 1) Foundation design based upon-Subsoil Study for Foundation Design",Job#114 198A as 7) Structural steel shall be ASTM A36 or better except Wide flanges shall be A992 or bet- 19 Genera[Contractor is responsible for all non-specified connections,contact engineer for s P Y 8ep g ] p p g r are H P rl TE H dated June20,2014 Soils engineer rein ct siteforer,pipecolumns which shall conform to ASTM A500,Grade B F -42 ksi)or ter detailsas required. Theengineer istoa rove all structural substitutions. r\ prepared by C O C aoto reinspect o re- t , o ca o SG a { y s] bet eq gi er pp - 6 N -I — consideration of equivalent fluid pressure after excavating and exposing bedrock. Instal- tube steel columns which shall be A500 Grade B(Fy 46 ksi)or better,anchor bolts and 18)Floor framing and concrete basement slabs must be complete and in place prior to back- -' ack- ,\ I=III = I_I I I=I\ — lotion of perimeter drains and site irrigation to conform with soils report,field test drains bolts shall be A325 or better All structural steel is lobe detailed,fabricated,painted and filling cured foundation walls,unless adequate temporary shoring is in place. I=III i I I I I=I II=III=I�I—_III-- before backfilling. All footings are to bear upon natural undisturbed soil or compacted erected in accordance with AISC STEEL CONSTRUCTION MANUAL,201 I and 19)General Contractor is to coordinate all diaphragm penetrations(i.e.•chimneys•plumbing, —I III III—= I-0- structural fill as approved bythe soils engineer. Soils engineer to insect basement areas CODE OF STANDARD PRACTICE. All weldingto beperformed bya certified welder sewers,etc.)through floors,walls,roof's and foundation walls with appropriate sub- / -I�I—III—III—I I I I\I—III=III=III=III— pp S g P g ^ 1 -III—I I1=I\-\12----- II I I—III—I I—I IN for radon gas. Install radon gas system beneath concrete slabs when required by the soils and conform to AISC and AWS STRUCTURAL.WELDING CODE,2000,all electrodes contractors. General Contractor is responsible for the means,methods•techniques,se- _III=III=—III—III—III engineer. Submit copy of report to engineer. to be EE-70XX. Grout beneath all base plates and beam bearing plates shall be non- quences,procedures.workmanship,seasonal scheduling and job-site safety associated I=III=III=—III—III 1 2] All foundation around per meter of structure shall have minimum frost protection of 48" shrink epoxy with minimum 2$day compressive strength of 5000 psi. All rrubolt with this project. The General Contractor is to verify all dimensions and elevations with I—III—III--II I_I to bottom of footing. All foundation walls and columns to be centered on concrete foot- Wedge Anchors and Epoxy Anchors to be installed according to manufacturer's specifi- the architectural drawings. Notify engineer of all conflicts and omissions between vari- I I I I=III=III=—III in unless shown otherwise onplans. cations and details ous elements of the workingdrawings and the existingconditionsprior to commencing III—III gs f3 III--_ - I— 3) All cast inplace concrete must made with Portlandcement and attain minimum corn- 8) Versalams 2.0E are as manufactured byBOISE CASCADE CORPORATION•see shop 1 _____\\\:::_\\\_______ _III=III-II a t ca e e be a e { ] S with that portion of the project. / / \ i_ __I I=I I 2 pressive strength of 3000 psi after28 days(minimum compressive strength of 4000 psi drawings and manufacturers standard details. Al!built-up Versalam beams must be 20)All materials exposed to exterior and or moisture conditions shall be treated for these / 78 �� after 28 days far concrete used in slabs)_ Design based upon BUILDING CODE RE- glued with PL400 and nailed with 2 rows of 16d spikes u 9"oc. Versa lams deeper than conditions t c chemical treatment,staining,���:1 � SQUARISH SOLID Y g P p {� Pe [�• •. painting,damproofing,membranes,flash- ��!� Alp LIMESTONE QUIREMENTS FOR REINFORCED CONCRETE(ACI 318),2011. Concrete place- 1 1 7/8"must be bolted together with 2 rows of 5/8"diameter bolts spaced®48"oc stag- Ing,etc.]as required by code. All materials to be treated for tire resistance as required by N / \ 'o meet to conform with"Construction Requirements'as defined in ACI 318. All concrete gered. Metal X-bracing required at 8'-0"oc in all diaphragms. All alternates to be re- code. Q N J / �a��t BOULDERS OR slabs on grade must be provided control scored or cut to accordance with soils report. viewed and approved b the engineer. 21 Furnish one set of and erection drawings for reinforcing steel,structural steel and gr P { 1 P PP Y g 1 P 8 g "`�_ oo�Co=af APPROVED EQUAL All exposed edges of concrete shall have'/i'chamfer. Concrete work shall not have any 4] Sheath floors of Levels 1 thru 4 with 1 1/8"T and G plywood with minimum span rating shied-laminated limber to the engineer for review and approval,prior to fabrication, / ,\ / ,AP�ew!i�� PER PLAN horizontal cold joints unless authorized by the engineer. Field coordinate all vertical cold of 48/24 or better and glue with PL400. Nail plywood with IGd t]u 6"etc to all joists, when shop drawings are prepared by the appropriate subcontractor. Ce O \ t o- 0-1 �rdp.�. i joints with structural engineer—fay ,use continuous vertical water stop at all cold joints. field coordinate screw option. Levels 5 and 6 can he sheathed with I. plywood with 22)Special inspection to be completed by building official approved inspection agency for / / wip a ...11114', 2 4) Reinforcing steel is ASTM Grade 40 for n4 or#5 bars,k6 and greater to be Grade 60. minimum span rating of 40120 or better glued with PL400 and nailed with IOd©6"ao to soil stabilization,structural steel construction,epoxy glued dowels and soils information. �� Q — / / / �o�•v. �� ai • : All welded wire fabric must conform to ASTM A 185. Reinforcement placement shall all joists,field coordinate screw option. Inspection reports to be prepared in accordance with[[3C Chapter 17 on approved forms, `7 CC �/ / I�����o�o•; 1 FINAL GRADE PER conform to MANUAL OF STANIDARD PRACTICE,2001 as prepared by CRSI• All lap 10)Sheath roofs with 3/4"plywood with minimum span rating of48i24 or better. Nail ply- verifying compliance with construction documents and be submitted to the building offi- Q �!o •a >s l SHEET S2A AND splices to be minimum 36 bar diameters,all horizontal reinforcement to be continuous wood with I Od Q 6"oc at panel edges and 6"oc at intermediate members. cial for review and approval,copying the owner,general contractor and engineer. Coot- W O rya—Ap I•IV around corners and at wall intersections_ Minimum reinforcement protection- I I)Sheath all exterior walls with'/i'plywood with minimum span rating of 24/0 or better. dinate inspections with general contractor so that special inspections can be periodic V '--- \ .o ff!=�= o-e 52B -concrete poured against earth 3" Nail with 8d fJ 6"ac to all studs. rather than continuous. J �r l / ;.�.Q� kwa) ZO -concrete poured in forms 2" 12)Live loads used for design- J �C:,1%6,,‘ o- 4 -concrete slabs 1" -Roof-loo psfsnow(upto4:12),250psfsnowatbutterflyroof. Q �\ ) / 74 • �y.� •�•I 5) All lumber shall be Doug-Fir Pl2 S4S or better,all wolmanized lumber shall be Hem-Fir -Floor-50 psf residential, O )_ J/ \ \ PERIMETER DRAIN WITH P�-j�10!� '"� f12 S45 or better(all lumber within 18"of finish grade must be wotmanized). Contras- Deck-IOO psf. .- -•1 tort option to substitute TIMBERSTRAND or other approved option for Doug-Fir tum- Wind-90 mph(3 second gust),Exposure B. `v GRAVEL BACKFILL PER �1 •I \ SOILS REPORT. DRAIN TO ������ �� �� her. Provide solid blocking at 8'-0"on center in all diaphragms. All columns to be con- -Earthquake-Zone C-IBC. ^^ ��fbe wa,� tinuauc bearing to foundation. Columns specified on plans are trimmers,provide one i3]All construction must comply with the 2012 International Building Code as adopted by O DIRECTIONAL BORE INLET ���c52U�t����: king stud for openings to 6'-0"and 2 king studs for openings over 6,-0". the Town of Vail Building Department and the"General Conditions of the Contract for 80 0 �� 6] Glulam materials,manufacture and quality control shall conform to STANDARD Construction'[AEA IJocument A261]. All construction must be completed within the •.•���� SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER AF SOFT- tolerances described in the"Residential Construction Performance Guidelines"as pre- \ i��� =.WI WOOD SPECIES,A[TC 117-2004 and TIMBER CONSTRUCTION MANUAL{5'j'edi- pared by the NATIONAL ASSOCIATION OF HOME BUILDERS. / I•� tooth �� tion)as prepared by A]TC. Simple span beams shall be Combination Symbol 24F-V4 14)Construct wall as follows 7 ���e��=.�.� � with no camber. Continuous or cantilevered beams shall be Combination symbol 24F-V8 Exterior-2x6 I6"ac,see pians for 2x8®16"vc walls. � ��.1 AO IN," PER PLAN with no camber. Glulam columns shall be Combination Symbol 3. Adhesives shall con- -Interior-2x4 @ 16"ac,unless noted as 2x6©16"ac otherwise. ��~' �� \ 0- form to the requirements for wet conditions of service. l5)All beams,joists,and rafters are to bear upon walls or beams,or be hung with SIMPSON P R 0 J E C T 103 ROCK Strong-fie hangers or approve equals, / I I 6)All structural members are shown in their final positions properly braced and supported; D RAW N B Y CGM 76 ----- during construction it may be necessary to temporarily shore portions of the structure \ BEDROCK BENCH while other portions are being constructed. Contact the engineer for consultation astrr- DATE PROGRESS PRINTS � PER Si re- quired. i � Y I I NOVEMBER 2014 �� � REVISIONS . 80 //�� — DETAIL 19 ������ / __--_ Z ) �� 3/4 = 1 -0 01 —'-'� �I \ / I H' - �� HI \ N J I j F J i' N \ s� . . II II I I I i III i )� r� III J • / - • • • ---------------- I • • iiI ' IIIA 1$ —\— • / 84 / S2B OF 14