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HomeMy WebLinkAboutVAIL VILLAGE FILING 11 BLOCK 3 LOT 798.8' EDGE w i. VL lay W�a vwx1r / t Da t t �- =%. r CE ROAD Colorado P .L.S. 235069 Le = 76.43 170.00 9 5.4' 1 � 98 97 0 R R TIE RETAINING WALL_ (° K , IS CMp 0 PHO "iV BOX BOX pq — i �"i eM1 0 TW -99.6' ° .0 z ^^'"• z {j E! E W UJ I w r w iwi) 1 Nv y� O' � " �,s' m✓ r'° Vim. ` LOT 1 # 4 } i YW 9 9.5 0.3450 ACRES T W = 98.8' SCALE 1 °# 10 _. ,.; CE: to 0 �.... 04 `t 0 co ct M 0 M c Z o Z OL w o cc: cr ' w cE: 0 k:j �--- t t v ,�c� 0 Fr X -1 i i 1.r s • •a AdML r Fr X -1 i i 1.r i AdML r i AdML a<� y� \m . .� »«�,0£ . >. CD 1�3 ��i �IYblill IMLVI1INIiY�I �� J r , z o° � 0 co d' M O M d a J cc wc� w0 W :cl: W v o© °' v� Cc ¢Q --� L o° d a d 5. .r - A FF- ;. „_ n ,. . M r,_ .,. � � t. ... � .. ,. w `�" W { i ft S a � is $ { �+ { i i �{ €✓5 T.M9 ,.. d ' „4 ws°�. a�.x. ea'?. m+a � % t d°e .. �.�'� A;1 IAK £ z �I ' a.A IAK £ z �I GENERAL NOTES: Nystrom Residence Job No. 8904 DESIGN LIVE LOADS: 0 a. Roofs -------------------- So PSF CE: r -Y- b—Floors -------------------- 40 PSF z0- 0 C. Basic Wind Speed - - -`80 MPH (Exposure C) C-r- FOUNDATION DESIGN: _J 0-0 a. Design oT — individual and "contin continuous footings,is based on a Z W 'maximum allowable bearing pressure of 4,000 lbs.,per square rr foot - :(dead ibad plus full live load),, placed on the natural ) 0 undisturbed soil, or,compacted structu'ral fill,,below frost, v LA 0 depth. LA ­ b. Refer to soils report no.'V-�8280G by Inter --�Mountain Engineering 'Ltd. UL 0 cc cc c. Soil conditions and types;•shall be verified by a representative of. the Sails - Engineer doting excavation. REINFORCED CON CRET E : I All concrete design is based on the "Building code Requirements for Reinforced concrete* (ACI 318-83 Revised 1986). b All,stru6tural concrete shall'have a minimum 28-day compressive • strength of 3000 psi. c. Provide continuous shear keys at Vrl� cal cold jointi where, shown on,'drawings., A; REINFORCING STEEL:, , a. All detailing fabrication, and piado of, reinforcing steel, shall be in accordance.with 'the ACI iiin6al o C oncrete b. Except where otherwise noted on the '00�*W_I_hgs, Min reinforcing ;.bars shall conform to ASTM Specification' 415 -T9 and -shall be' minimum grade C. At splices in concrete,, lap bars 36 diOoeters At s"plices,in, mason;y,'1ap,bars'42 diameters. At cqMers, make horizontal b4s continuous or provide corner ba�s.,! Aro I und openings and steps,in walls provide 2-#5's exten 2 beyond edge,.of % :opening:or step.'(Unless noted otherwsOet on the drawings ,horizontal bars ,at the top of grade b"ms shall be spliced only at midspan between p and horizontal bottom bars shal:l*be .spliced only at pier centerlines). d,. Except as noted on the Orawin4s minimum concrete protection for reinforcement shall be in a�cordarice with ACI 318-81.: e. Welded wire,, shall confo to 'ASTM Specification X-185. STRUCTURAL STEEL; ` a. structural steeil,membirs shall be ASTM A36 All bolts, including anchor bolts shall b4'ASTM A307. Expansion bolt's,shall ,be,approve'd'wedge type with the following minimum embedments: '1/2* dia. bolts,- 2-1/2*; 5/8* di4. bolts, 3*; 3/A* dia. bolts — .4 " c. Adhesive anchors 'called for' on tide 'he drawings shall be glass capsule type such as,:Molly "Paribond' or Hilt'i "HVA* anchor systems (or .approved equivalent) Minimum embedments,.if not specifically indicated- on the drawings shall be according to 'specifications,.,-, the manufacturer"s' 1, d. All welding be " done by a welder, STRUCTURAL WOOD FRAMING, — — j — .Exc'ePtwbjre note g otherwise,,, all 2" lumber shall be Douglas Fir-Larch S4S"No r 2 and,bet all solid timber beams I and posts shall be Dou4las I. b. Studs shall be Stud grade,and better"Douqlas Fir-Larch. C. Too and bottom plates',thall be, Douglas Fir-Larch #1 and better. d. Provide solid blocking_at supports for woo d Joists. Within floor joist spaces bene ' ath solid or built-up columns noted on plans, blocking of area column above shall be r3 provided. 1 1 e. Provide wind/seismic anchor at supports for all roof joists and trussed -rafters. Anchor type shall be by the Structural Engineer. f, Ex , cept as noted otherwise, minimum nailing 'shall be provided as specified in Table No. 25-4 'Nailing Schedule" of ;the U.B.C., 1985 edition. 2x6 studs shall have 3-16d nails each g. All plywood I floor and roof sheathing ,shall , be as noted on the drawings. Glue plywood sheathing to floor ;gists wi adhesive conforming to U.B.C..Standard No. 25-19' h. Trussed rafters, or manufactured shall be designed by Colorado - registered engineer to support. the full, un form 'dead and live loads artd-.;any' I other superimpose& loads. Web ,angeent and member forces I shall'be determined by the arr m fabrica�j. streises'shall not exceed those alloyed ,by the U.B.C. , A985 edition. Load duration factor shall be 1.00- STRUCTURAL GLUED LAMI14ATED TIMBER: a. Materials', mankrtacturet an uality control shall be in conformance with AITC Product Standard PS 56-73, "Structural Glued Laminated Timber". b. Lumber s hall be of such stress jrade to provide glued laminated members with AITC combi ' nation symbols 24F-V3, unless noted otherwise on drawings. c. All,members, shall be Architectural Appearance Grade, unless indicated otherwise by the Architect. 'd- Adhesives shall meet the requirement -s; for wet conditions of service. e.' All, shall have no camber. qt 0 0) 00 0 Z ki) co > 0 C: C W U Z UJ W W CCU 0 Cr. 0 , Z • • 0 Z CE: Q: cl: 0 00 =v (r cr- Cr cc: :D 0 qzr CQ 0 0 �t �c 0 .J 0 Fr , -1 Z 0 CE: r -Y- z0- 0 C-r- _J 0-0 Z W w� rr ) 0 v LA 0 LA 1,L) UL 0 cc cc W U Z UJ W W CCU 0 Cr. 0 , Z • • 0 Z CE: Q: cl: 0 00 =v (r cr- Cr cc: :D 0 qzr CQ 0 0 �t �c 0 .J 0 Fr , -1 .__.. _ _ �. r 749 w (0) Z W D N W � 0 1, 0 O 0 o law >w J Q c 0 5 J m e s - 5_ i vPs *�/ »� » <« �7«f§� 7�2 { , \,a «4 - : \ � 4w ������ /��\ � � �� 7� � /� � � � \ , { a' _ A F EA5T'.': VATION - EXISTINCs L9 [ANN O � ; � " ,'� � � �� �. �, ��;� � � , � � _ _,_, , __ , ____ .m___ �, _,__m,_,__m__ _ �, a ,�` � ; �. � �. ,� t 1 r" AY ,r' �'t�r�.t tie � "