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Home My WebLink AboutB02-0203 PlansF� gw�r VW4? RECEIVED JUL 1 9 2002 T®V- COM.DEV. LINE pF E-Kjs - T;:h 1 ovElFtfANEj tiX1S'C1t+6 EIEG -r R EMO�� tS'TtFtc�r T�tN�ot•J� RE -stv£ To ter. -t'cH , M tl Gt_Cx • �'E WiNDot�,l � NEW 12cao� I PVEfzt � nil Ew J I �Dt�TtoN N 67AIZAel 1 Town of Vail i:: L, oaf LAN . OFFICE COPY Ndn-r I-'IC t T/P CL.7 KGFsj t>EFW c 5 48S J UPI 1 r SP2- L. N V�•fee.-5L. 1?>, L-o-r .7, .3, L 04 K 4. M1 &PPH SUSt>IUlstc>H Fi f:'"r H A prrioa 4 �XtS ?tN� 'DEGK Rht 41 N[-j N fc 1�1 r - ®vF _S 'To f 71441. g fZ7'f{EfZ LY 1 f'~ c"X N6 AUL- , "^ s F1ZZP1 s` FSIS ' PKi�Tos 5P A?Plrtlz2N - ro 4L.A14 FeS PVNeVE + 9 9 7 .J UNI PFK i. ok HE Tn I�lI� o� �1�� L 5112J!? s I PC F L" EAT loft - >44, Le . l = I ! o l r V4 P6 55p ,�UL71 -rp CLAI- Pas J . SS7 UN IpSg L K i D�� -ICS ; L a, LU 7, 4- IG� Har-N d5>USr,>tV jslot..f, t NEW At'fll'T'tvN LEGAL DESCRIPTION: NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within three years after ynu first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten , ears from the date of certlficotion shown hereon. Lot 7, Block 4, Bighorn Subdivision Fifth Addition, more particularly /lows: the Southeast corner of Lot 7, Block 4 Bighorn Subdivision Fifth County, Colorado, thence N5432 "E 186.31 feet, • thence SOO feet, • thence S381734 "W 119.32 feet to a point on the center 5etween the two units' thence S7339'17'W and along said centerline the front of the two units; thence continuing S73:39'17 "W 1737 feet the Northeasterly right —of —way of Juniper Lane, • thence S5259'00 'E right —of —way 15.44 feet to a point of curve to the right of which '3125' and the radius is 210.00 feet; thence along said curve to the ,t to the Point of Beginning. YAL 9MES 1 hereby certify that this improvement location certificate was prepared for Steve Clork, that it is not a land survey plat or Improvement survey plat, and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines / further certify that the improvements on the above described parcel on this date August 5, 2002, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. This certificate does not constitute a title search by inter— Mountain Engineering to determine ownership or easements of record. For o// Information regarding easements rights —of wqy o r e•,of record, Inter— Mountain relied upon the Ana/ plat of the Bighorn N I Addition. rn �s N as N v O lot s� A a� 4 Y �16 VSA � �a C) V E 3 ° SE t1) .Egg g a 0 tbv g O O m aCgp �.C! o+ r PROJECT NO. 02-0029�S s 0 0 W { i t Ti A • M • • • • LLJ tt M Ld M Uj ' f • L • M r PROJECT NO. 02-0029�S s ( SUNDIAL TOWNHOUSES 0 4/ 0 I . 1 ZA4.." Parcel 8 of Lot 7, Block 4, Bighorn Subdivision Fifth Addition, more particularly described as follows: Beginning at the Southeast corner of Lot 7, Block 4, Bighorn Subdivision Fifth Addition, Eagle County, Colorado,- thence N 54*32'25" E a distance of 18,6.31 feet; thence N 41*24'08" W a distance of 85.00 feet; thence S 38*17'34" W a distance of 119.32 feet to a point on the centerline of a wall between the two units; thence S 7J*39'17" W and along centerline 64.49 feet to the front face of the two units; thence continuing S 73*39'17" W a distance of 17J7 feet to a point on the Northeasterly right-of-woy . of Jumper Lane, thence S 52*59"00" E and along said right-of-way a distance of 15.44 feet to a point of a curve to the right of which the delta angle is 17*31'25" and a radius of 210.00 feet; thence along said curve to the right a distance of 64.23 feet to the Point of Beginning. A -5)�IYA L DRI VEWA Y VV000 k AT.>'t> M I 4P tA ' L=64.24' R= 210. - A ' ' 17:31 '30 T= 32..37 CB=N44 7J'12 "W CH= 6j. 99 LOT o � S tTE '�L,r� N � AXIS - I"I N �-� F�111 L - b I f � e-rj T'LA 1--'J 4857 �.IUN.1P��;•I.,�.�� Cs�z� �a.i�E) 'PAFe,00'5-L: 5 L-a-T- A H'01:zt-4 \ To�N of u.�.l �.- 5/ 1 2/02 I : 1 0,-/- - z/0 L t Zo tv Z/"/-g 3- :b 2- 8 0 r 2 �a' LP1 M PROXCT NO. 02—,0029S SHEET NCI. OF 4 M ! v ti Ah 7' l �• f yr I 1 ti W , i S \ ♦ � V. ,e T/*v U y� 2- G1 ` < r r� �t F/c, C', / TZ, ri �, p � 1 I ' | � ` GENERAL NOTES: CLARK ADDITION JOB #0206-20 SCHEDULE + SIMPSON | Roof Live Load (Sno ------------------ 80 pof | Roof Dead Load ---------------------- 15pof | RnorL�eLoad - - - - - - - - - - - - - - - - - - - - - - 40 pof D! Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - 15 psf { Basic Wind Speed -------------------- 80 mph (Exp. 8) 0 UJ Seismic Zone ------------------------ l | U8CEditkzn - - - - - - - - - - - - - - - - - - - - - - - - - 1997 � FOUNDATION DESIGN: Z 0. Design of footings is based on on assumed maximum � CANT. END OF LEDGER allo bearing pressure of 2000 pmf(deod |nod plus full live load). �m b. Footings ahoU be placed on the natural undiaturbed mnU, or [ compacted structural fill, below frost depth. ` Go C. A representative of the gontecbnino| engineer shall verify soils � conditions and types during excavation. Because geotaohnioo| � [ information was not ovoDobim at the time of preparation of the u construction documents, we have used oaaurnad values booed on � oirnUnr sites in the area. Construction of the foundation may not - proceed without verifying these values. Report any discrepancies from design assumptions to structural engineer for re-evaluation of foundation design. � REINFORCED CONCRETE: ~ o. Concrete design is based on the "Building Code Requirements for � � ^ M ] Reinforced Concrete" /AC! �1O-9�\. / b. ` ' Structural concrete oho|\ have o nn|nirnurn 28-day compressive WV | � strength of 3000 psi. ` C. Concrete oho|| be proportioned using Tvoo |-|| sulfate-resistant cement. | | Admixtures containing chloride salts nho|| not be used. ' x1 O CONC. FTC - ' ' d. Cold weather ncr tin procedures shall be provided on recommended in the ACI Manual of Concrete Practice. D[_- o. Concrete coverage for reinforcing steel /AQ 318-85\: 1'-5 EA. WAY , 1. Concrete cost against and permanently exposed to earth 3 2. Concrete exposed to earth or weather : , A. bar and smaller 1 1/2 B. ` through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. S1obe. woUa joists y611 bar and onoo||ar\ J ' B, Boorna, columns 1 1/2 REINFORCING STEEL | o. Detailing, fabrication and placement of reinforcing steel ahoU be in accordance with the ACI Manual of Concrete Practice b. Except where otherwise noted on the drawings, reinforcing bars shall ! conform to ASTM Specification A615-79 and shall be grade 50 except / ties, field bent bons where permitted by note on plan, or bars to be welded, which shall be grade 40, C. Metric bar size conversion table: , METRIC INCH-POUND STRUCTURAL WOOD FRAMING: n. Except whore noted otherwise, all 2" nominal lumber, except studs, shall be DVug|oa Fir-Larch and better, and � solid timber beams and posts 3"nornino| and wider ohoU be Douglas Fir-Larch #2. b. Studs ahoU be Stud grade and better Douglas Fir-Lurch or Harn Fir. C. Built-up posts ahoU consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x8 studs per plan and ohoU be nailed together with 2 rows of 15d nails @ O" on center along each stud. i d. Built-up beams consisting of multiple 2x members shall be nailed | together with two runa of 10d nails spaced at 12" on center, or � � with two rows " cen on ! o. [o and bo o|otnn shall be Douglas Hem �r H� Fir and o rn ! be � Plates piomsd directly on concrete woUe or o|obm aho|| be � pressure- H�rn Fir . �2 r r ~~~ ^� | t Except qo noted otherwise, rninirnurn nailing nhoU be provided as specified in UBC Table 23-11-B-1. � g. Unless noted otherwiue, steel connectors such as those manufactured by the Simpson Company shall be used to j rafters, `o|ato or beorna to other beorna at flush-framed conditions. Use all specified nails. Connector conditions not otherwise noted ahoU utilize Type U or Type HU hangers of o size specifically designed for the rnon`ber supported, as shown in the manufacturer's published tables. Contact structural engineer for dntoUa as required. GENERAL REQUIREMENTS: o' Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. b. Existing structures: If construction adjoins on existing structure, contractor ahoU be responsible for verifying dirnanoiuno e|evotiono, framing, foundation d anything else that may effect the rk sh on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. C. u/nnanomos: Check al d against u/uvteut"'". "^°=". r ."r to construction. Do not ano|o drawings. d. Construction practices: General Contractor is responsible for rnoono, methods, techniques, sequences and procedures for construction of this projec Notify t tu | engineer of omissions or conflicts ' between the working Uravvmga and oX|aTmg conditions ` All methods used for construction ahmU be in accordance with the .' |oTmoz eo/nnn or the uoC. e. It is the reo responsibility of the contractor to contact the structural engineer at 'he appropriate time to perform site observation visits. t effort is made t provide complete d | et of ~ ' ^ `docunn cons t discrepancies or omissions may occur. Release of drawings ti cooperation tkon d continued - - n e contractor, ar and engineer to provide the boat possible structure. These drawings have been ` prepared for the use of o qualified contractor experienced in the ' ~ ° ' ` construction techniques and systems depicted. -H C\1 .� _ m _| C14 CONT. 2X8 R.S. --- STRUCTURAL FASCIA | i ^ Komi 2x0 TOP 8c BOTTOM CHORD TRUSSES 0 24" O.C. 1/2" PLYWD GUSSET EA. SIDE 5/8" PLYWD. , . . . _ c . 4 -H | | || | � | | � | | | | | CONT. 2x8 LEDGER IT I || | EXSTG. FLOOR FRAMING || | |��-------------��----------- | � F -------___ ___________ || /| Imv.Y�/ | i --------------- A | 7 rCONT. 2x6 LEDGER '/ � || | /�\-18d NAILS @>10 `-/ || | U | || | ` BUILT-UP HDR. U | U � U | U | U } U | � | U | U � U } U | U | || ! U I EXSTC. WALL FRAMING || | U | || | |� | |i | o ' it 2x8 STUDS @ 10" VV/ o / ' || | 1 '^'^~' OR OSB || | SHEATHING || | || | 3/4" T & G pLyy0} U | CONT. 2x8 LEDGER W/ 1/2" 0 x O" LAGS @ 16^ STAGGERED, TYP. (INTO EA EXSTG STUD) ` . . ' | ' -- -- � ---- = (2)-2xO--/ 2x8`a @ 1O" " I~----'EXSTG' FOUNDATION 2 LAYERS 2 EPS | WALL INSULATION | | | | 12" 0 CONC. PIER ! / | / | / | ^ | cc (2)-#5 DWLS x |� v �� _--_-____-__ _ � r ------- ---- --- r CONNECTION SCHEDULE SIMPSON H5 �� : / � U) Q) r~ 0) � — — L-- J Z EXTERIOR HEADERS ARE: D! _ C TRIMMER AND (l)-2x6 -H C\1 .� _ m _| C14 CONT. 2X8 R.S. --- STRUCTURAL FASCIA | i ^ Komi 2x0 TOP 8c BOTTOM CHORD TRUSSES 0 24" O.C. 1/2" PLYWD GUSSET EA. SIDE 5/8" PLYWD. , . . . _ c . 4 -H | | || | � | | � | | | | | CONT. 2x8 LEDGER IT I || | EXSTG. FLOOR FRAMING || | |��-------------��----------- | � F -------___ ___________ || /| Imv.Y�/ | i --------------- A | 7 rCONT. 2x6 LEDGER '/ � || | /�\-18d NAILS @>10 `-/ || | U | || | ` BUILT-UP HDR. U | U � U | U | U } U | � | U | U � U } U | U | || ! U I EXSTC. WALL FRAMING || | U | || | |� | |i | o ' it 2x8 STUDS @ 10" VV/ o / ' || | 1 '^'^~' OR OSB || | SHEATHING || | || | 3/4" T & G pLyy0} U | CONT. 2x8 LEDGER W/ 1/2" 0 x O" LAGS @ 16^ STAGGERED, TYP. (INTO EA EXSTG STUD) ` . . ' | ' -- -- � ---- = (2)-2xO--/ 2x8`a @ 1O" " I~----'EXSTG' FOUNDATION 2 LAYERS 2 EPS | WALL INSULATION | | | | 12" 0 CONC. PIER ! / | / | / | ^ | cc (2)-#5 DWLS x |� v �� _--_-____-__ _ � r ------- ---- --- r / / PERIMETER � �� : / � U) Q) r~ 0) � — — L-- J Z EXTERIOR HEADERS ARE: D! _ C TRIMMER AND (l)-2x6 .� KING STUD EA. SIDE, TYP. 0 UJ UNLESS NOTED OTHERWISE 2xT8s @ 16 � � 0 r- < Z [ CANT. END OF LEDGER �0� M /E1 WINDOW T0 BE � /^-- RLLED IN AS REQ'D. -------------- ------------- 0 Co 2x6 TRUSSES @ 24" SCALE: 1 /�1'' �� 1'--[l" `~`'' ``_`-, . / . . = � PLAN NOTES: 1. POSTS BELOW ARE INDICATED: El NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE |N0CATED:0 2, ROOF SHEATHING IS 5/8 APA RATED SHEATHING, EXP'1, SPAN RATING 40/20. 3. "/\" INDICATES CONNECTION TYPE - SEE SCHEDULE. / ' CONT. 2x8 LEDGER W/ / x O LAG @ 16" STAGGERED, TYP. @ FLOOR FRAMING PLAN SCALE: 1/4" = V-01I PLAN NOTES: 1. POSTS BELOW ARE INDICATED: 0 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE |N0CATED:0 2' FLOOR SHEATHING IS 5/4" TONGUE AND GROOVE APA STUR0FLOOR, EXP.1, SPAN RATING 24 D.C. 3. "/_\" INDICATES CONNECTION TYPE - SEE SCHEDULE. , | /3\_#5'e x 1`-6 EA. WAY ' -�_-- M FLOOR PERIMETER � � U) Q) r~ 0) � — — ---------- - Z T3 ----------- :ff _ C t It .� m cn 0 2xT8s @ 16 � � 0 r- < Z [ �m [ Go 0) 00 � m [ �(0 u 00 � - D X u ] + _} {� i M ] �� > 12" 0 CONC. PIER WV | � \ uWLS x ON 2'-Ox2`-O 1 -17 | | ' ' x1 O CONC. FTC - ' ' | / x D[_- �� || 1'-5 EA. WAY O' FLOOR FRAMING PLAN SCALE: 1/4" = V-01I PLAN NOTES: 1. POSTS BELOW ARE INDICATED: 0 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE |N0CATED:0 2' FLOOR SHEATHING IS 5/4" TONGUE AND GROOVE APA STUR0FLOOR, EXP.1, SPAN RATING 24 D.C. 3. "/_\" INDICATES CONNECTION TYPE - SEE SCHEDULE. , | /3\_#5'e x 1`-6 EA. 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