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PRJ06-0292 B06-0207.pdf
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'� � c°� I �" �- � N l_..,� �J _ � � - �p _a • �` � /� , � � � I%cX • ��As� l .fiVl e � _ s.� �� Pvs�ra 3" �, �„ 3,a,� a o3��„ �,`�„ F� � � ��� � � ; � , .�;, � �nl �. 3 " �= � � �` � "°��' �,,��n .. ; �XISTIMC� 1'��R ��f1�dG ?H'D � O \,�� � �4�A AN D P�'� T� 2��"� 2�-6"x 10 " � `FS �� �� r �j „�,., � � � ��► � �t_ w��S � � 5 ! - - - � - - - , ,. �/ q � �e � _ � -� "� �o� �4 \�o'� � �; � s�$„ � � / 99 � � 7 � 79 }� ` On � � I ° �'� r � �V tA � � (� ° ° � GD S�'RUCTURAL S:PECIFI �ATIONS � � _ 1 ) Foundation design based upon assumed maximum soilsheanng capacity of 1500 �-�- � S b� � psf to be verified by a soils eng�neer at the time of excavation. All footings aze to I � � bear upon natural undisturbed soil or compacted structural fill as approved by the soilsengineer. Submitcopyofreportto;structuralengineer. �� # � � I �. O(1 �jL, ���c� x �?> �,L � _ t � fb{ � � y . . th S� � � b [.: 2) All foundation azound penmeter of shucture shall� have minimum frost protection m � � � _ � � , �., s ; , � .� of 48" to bottom�of footing. � All foundation walls and columns� to- be centered on s � concrete footings uniess shown otherwise on plans. ' ' m � �as , , .;, ` ' ,�� ! ' � �, � � � � _ 3) All cast in place concrete must be made w�th Portland cement and attain �-� � , ` � � � a( � "' : rt'' � � z � � � �' ' � minimum compressive strength of 3000 psi after 28 days (minimum compressive � � - - -i- � � �� ; �e, o strength of 4000 psi after 28 dsys for concrete� used in �slabs). Design based upon � � � � � „ � �(��(� � � ��t� �.� � � � ��;r � i d[��'`V' °� � � �� )i `� � y �'�' ' �' "��4't�„' � � � � � BUILDING CODE REQUIIZEMENTS FOR REINFORCED CONCRETB (ACI 3� � � A � ! 318), 1999. Concrete placement to conform with "Construction Requirements" as � �� � ' ,� � ���� � O defined in ACI 318 � � ( � � � � �� �° ��- � � ; �z� � > � � � ,,� � ��'� 4) Reinforcing steei is ASTM Grade 40. Reinforcement placement shali confo p to � � � � � ��� , � � � � MANiJAL OF STANDAI2D PRACTICE, 2001 as prepazed by CRSI. All la o � � � � splices to be minimum 36 baz diameters, all horizontal reinforcement to be ( � ..�.. � � ���� � ; ., -� continuous azound comers and at wall intersections. Minimum reinforcement I � ��� � � protection- � I ' � � I � � � � - - ------ _- - -concrete poured against earth 3" I � � -concrete poured in forms 2" � � � � I ,� ��\ �0 -concrete slabs i" � I � 5) All lumber shall be wo�nanized Hem-Fir #2 S4S or better (all lumber within 18" I ( of finish grade must be wolmanized). All timbers are Doug-Fir #1 or better. - � Provide solid blocking at 8'-0" on center in all diaphragms. All columns to be - — continuous bearing to foundation. '� � � $ X � �. OfC (yC �3� � X � J ��2 .� � 6) Glulam materials, manufacture and quality control shall conform to AITC Product ' � Standazd PS 56-73, STRUCTURAL GLLJE LAMINATED TIMBER and n ,rF u �� ��1 � LAMINATING SPECIFICATIONS, AITC I 17-84 DESIGN. Simple span beams . �NG �(V� �� �, shali be Combination Symbo124F-V4 with no pamber. Continuous or t� � � cantilevered beams shall be Combination symbo124F-V8 with no camber. , v m �d V _ � � Adhesives shall conform to the requirements for wet conditions of service. -° p � � � `t`— �.Q V 7) Shvctural steel shall be ASTM A36 or better, anchor bolts and bolts shall be G'� � d,Z A307 or better. All structtu-al steel is to be detailed, fabricated, painted and " � � �� � J � erected an accordance with AISC STEEL CONSTRUCTION MANUAL, 2005 ° �, � � �� � and CODE OF STANDARD PRACTICE. All we(ding to be performed by a � -" s .� / � ce rti fie d we l der an d con form to A I S C an d A W S STRUCTCIRA L WELDING � � �� � 1� r 4-� � � CODE, 2000, all electrodes to be EE-70XX . A(1 Trubolt Wedge Anchors to be � � Q O installed accordin g to manufa c t u r e r's s p e c i fi c a t ions an d de tai ls. � 2 �� ,� (-a \ � o� ~ O 8) Cover decks with 2x6 Redwood with 2 screws per bearing point @7 W 2� rj'�$ � �- / W Y 9) Live loads used for design- � X „ �� �� �� � � U -Deck- 100psf. � � (a' � D,.G, � � -Wind-90 mph (3 second gust), Exposure B. / ` � � � W � � -Earthquake-Zone GIBC. � O � � \�, � � � m � 10) All construction must comply with the 2003 Intemational Building Code as .� / adopted by the Town of Vail Building Department and the "General Conditions of -" � � � the Contract for Construction" (AIA Document A201). All construction must be � �(� y \ / `� '�' � r � completed wiktun the tolerances described in the "Residentiai Construction � _ � Performance Guidelines" as prepared by the NATIONAL ASSOCIATION OF b HOME BUILDERS. �L -d-. � O x \ / �v � � � �� I 1 ) All beams, joists, az�d rafters aze to bear upon walls or beams, or be hung with �C � P � SIIvIP50N Strong-Tie hangers or approve equals, d� � 12) All structural members are shown in their final positions properly braced and � �J N oQ� , �D(9E OF ��G�- � � supported; during construction it may be necessary to temporarily shore portions �--- � ' of the structure while other portions are being constructed. Contact the engineer: � � � `q \ � j��� �� � j � ,, $ � , aj ;r � � - for consultation as required. N # �'�° � �� � � i 13) General Contractor is responsible for all non-specified connections, contact � � � g����� � engineer for details as required. The engineer is to approve all structural � 15.n� �O .� .�- p � � � �� � substitutions. 14) General Contractor is to coordinate all diaphragm penetrations (i.e., chimneys, �o �EMP�Ir1 � � � plumbing, sewers, etc.) through floors, walls, roofs and foundation walls�with � � � � � appropriate sub-contractors. General Contractor is responsible for the means, � methods, techniques, sequences, procedures, workmanship, seasonal scheduling '� � � � X I �, �R. G L 3��a �� j�°d, n � and job-site safety associated with this project. The C3eneral Contractor is to m � ' verify a(1 dimensions and elevations with the azchitectusal drawings. Notify engineer of all conflicts and omissions between various elements of the working ��� �� � '�� �� � � � drawings and the existing conditions prior to commencing with that portion of the D� �� � '��� project. General Contractor is to inspect remodel projects and verify prior uae and -�- � proper disposal of existing materials (i.e., asbestos, etc.) as .required by code. 15) All materials exposed to exterior and or moisture conditions shall be treated for these conditions (i.e., chemical treahnent, staining, painting, damproofing, ,�, membranes, flashing, etc.) as required by code. All materials to be treated for fire �' resistance as required by code. � / 99 � � 9 � 97 _ , �. . r--- mm - . _ _ _ g _ - _ _ _ r ., ` , _. _ . _ _ _ . � _ _ . _ . _ ... .._ P ". . , f . , , t, � , - � � � C' ' � _' . � �- , , ` t, f � - � { ` ` � ` � r , �- n$:.r. . � � � . � .. . . . . : � . . � . . � . . . . . . � . . . � . . . . . ..- . . . . . . . . . .. . . . . � . . . . . PT , . . � . . . . �. . . . . . . . . � � � � � . � . . . . � . I . � . . . . . . . . � . . . � .. ' . ; TRACT B _ : �"�`'� _�,_ ,�� c� . � �-, , :��, � -- Z ,tE �. _ . W �� �� �, � `; ,,y-�,i"�� _ -`� � 7 � . �J6 � L . 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