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HomeMy WebLinkAboutGLEN LYON LOT 14.pdf v- •._•-- � ? � � r ,"� � � �� ` � N� .m . e � � � � ' � � � N : � �FRc�+�r�.��vPP� ��wc�s �vR � � o�r oF s�T'� 1c1IkU,�. � �� � q�'��5�� � r - — ir � � u , 2 ns�a" '-q'/° � -�o" 25�,23�,� g,3;,$„ �-►oyi �,33��'' ►'-�I'�i �wP'r'Co�i (` O � �w �� - 5� �� �2 lr1►tN ��� o � �'� , �� �N� � -- -- -- 1 — r✓'g'Ou = ` �— N -- 5 � N � ' � - �-. .� �� �_ � .� � � O O r �� ,_ , ' ,,_ <- � �---- - ' ` ` r � �� �tt �, �_ `\ � .� V i ` t � ..� �. +'-�'"` \_� � a \� �� \ � _, � I � I � p r" r 2 i � o oF Rv s '� � � N 5�'o' � � C1. 7 "� '•�,� 1 G✓�'�,° `t � o o� ERS ti : � STRUCTURAL SPECIFICATIONS � ��� �, ��„ �F -�- � ��-��� �� r ,�J 1) Foundation design based upon "SUbsoil Study for Fou�dation + /�\ � Design", Job A197 526 as prepared by IIEPWORTII-PAWLNt i � 5� ��3�, oF ---�\ � �,� R GEOTECFINICAL, INC. dated September 24, 1997. Installation of � � � � �F �� _ • perimeter drain to conform with so11s report by soils enqineer. i " � , M �F-/"'O ` ' � `, � - � All footings are to bear upon nat�ral �ndisturbed suil or ��10�2 compacted structural fill as approved by the soila engineer. i • �} ��'�i 2) Natural hazard design based upon letter dated May 19, 1997 and 7` � �>- oosoo�� Q = faxes dated 7-29-97 and 7-31-97 as prepared by ARTIiUR I. MEARS, _ �\ � � �� � 33 NI��� ° PE� I17C. � � , 3)� AI1 foundation around parimeter of structure shall ha�e minimum ,— s�j w ~ � � frost protection of 48" to botcom of footing. All foundation N � � ��� ~ Q�O walls and columns to ba centered on conerete footin7s unless � i ;� � �� , shown otherwise on plans. � ° 4) All cast in placa concrete must be made with Portland Cement M `,� ~ �O�� � �' � �� , and atta3n minimum compressive atrength of 3000 psi after 28 'e� ,G e C� a' f s `t days. Design based upon BUILDItiG COD& REqUIREMENTS FOR � � � r. '� '` eo� �� REINFORCED CONCRETF. (ACI 318), 1992. All concrete alabs on '! _ ' — grade must be provided control �oints (scored or cut) in �� _ " accordance with soils report. All exposed edges of concYete -N "(bP p� '� G � � �hall have 1/2" champfer. Concrete work shall not tiave any horizontal cold joints unle�s authorized by the stractural �9��„ w P f M . engineer. Field coordinate all vertical cold �oints with � _ structural engineer. � 5) Reinforcing steel is ASTM Grade 40 for �4 and /5 ba� (unless `� � o ' noted as Grade 60), �6 and greater to be Grade 60. All welded jj + ' � � wire fabric must conform with ASTM A185. ReinforcenPnt � I , � . placement shall conform with MANUAL OF STANDARD PRl1C7ICE, 1990 as prepared by CRSI. All lap splices to be minimum 36 bar =y� � , - diameters, all horizontal reinforcing steel to be continuous � � p t � around corners and at wall intersections. Minimum -� � reinforcement protection: � � � , ' -Concrete poured aqainst earth 3^ �- �, _ � ;' �' , -COncrete poured in forms 2" --' ~ � -Slabs 1" t Z � � 6) All lumber shall be Doug-Fir �►2 34S or better, all �lmanized �' ' lumber ahall be llem-Fir �2 S4S or better (all lumbez 4ithin 18" I � ;. of finish grade must be wolmanized). Prvvide solid blocking I I s'� at 8'-0" on center in all diaphragms. All columns to be = � continuous bearing to foundation. All rooP trusses are as � t � _ engineared and manufactured by others. Truss manuaf�cturer to � �4� �� � specffy all connections, temporary and final bracin3, etc. -� N � tiN � associated with the placement of the trusses. I � +. 7) Glulam materials, manufacture and quality control sha]1 conform �jP2 '^ with AITC Product Standard PS 56-73, STRUCTUR7�L GLUEDL11MI17ATED i. TIMDER and LAMINATZNG SPECIFICATIO1tS, TITC 117-94 D3SIGN. � . _ Simple span beams shall be Combination Symbol 24F-V4 with no t \� camber. Continuous or cantilevered beams shall be Canbination ( o F ;�' Symbol 24F VS with no camber. Adhesives shall conforn with the � _ f requirements for wet conditions of service. i ` � . -f- -�- -�'- t 8) Structural steel shall be ASTM A36 or better excep: pi�e columns which ehall conform to ASTM A53 and tube sectLons which `r � I � must conform to ASTM A500, Grade B, anchor bolts ard bolts � -}- , shall ba A307. All structural steel is to be deta�led, � ..� � fabricated and erected in accoTdance with A7SC SPECIlICATIONS, � � 1989 and CODE OF STANDARD PRACTICE. All welding tc be -�- , � ' performed by a certified welder and conform with AISC and AWS I � � � ' STRUCTURAL WELDZtJG CODE, 1990, all electrodes to be EE-70XX. � Grout beneath all base plates and beam bearing plates shall be + non;shrink epoxy with minimum 28 day compressive strength of �� 5000 psi. All Trubolt Wedge Anchors and Ramsets tc be � r ' � installed according to manufacturers specifications � t 9) BCI's and Versalams (2.OE) are as manufactured by BOI>E CASCADE � � -- < � CORPORATION, see shop drawings and manufacturers sta��dard ' , details. All built-up Versalam beams must be glued vith PLnoO \'� � � _ • and nailed with 2 rows of 16d spikes @ 9" oc. Versalsms deeper � W � than 11 7/8^ must be bolted together with 2 rows af 5/8" �ID(� Q diameter bolts @ 48" oc top and bottom. Metal X-Bxacing i—--- �� � ' ° „ required II�-0" on center in all diaphragms. T11 altarnates to J,IP3 be reviewed by engineer. � i 10) Sheath floors with 3/4" T and G plywood with roinim�m span .'.�- � , ' � rating oP 40/20 or batter and glue with P7,400. 17a�1 plywood -_ � � � � � with lOd @ 6" oc to all joigt�, field coordinate screw option. _j, (a=o" j �: 51$'� � Cover decks with 2x6 Redwood with 2 screws per bear nq point. �--� � �,�11�f2.� � � � � 11 j Sheatti roofs with, '�i/¢ plywood with minimum span rzting of � 5 „ � � u „ � � � ' y�� � , � j„ , 40/20 or better. Nail plywood with 8d @ 6�' oc at p+nel edqes 2'�� �� �"9�2 1��9� 32'10�6 _ �3'11 � _, 12�5h;' 20-5 4 and 12" oc at intermediate members. � � � 12) Sheath all exterior walls with 1/2" plywood or orien.ed strand _ � a .`�i1 � � �� � � board with minimum span rating of 24/0 or better. t7ai1 with � �6 ` I ''1l r Sd p 6" oc at panel edges and 12" oc at intermediate studs. N o �--- � 13) Live loads used for design- � 1 32,=����j" � �P¢ ___^_^..-- s _ �� � -Roof-80 psf snow. (0-03�4 � ;N , -Floor-50 psf residential, p - -Deck-100 psf. � -Wind-25 psP. I�L1P5 �� � � -Earthquake-Zone 1 UDC. � � , 14) All construction must comply with the 1991 Uniform Ilutlding � ; - Code as adopted by the Town of Vail fluilding Departme�t and the • � � � "General Conditions of the Contract for Constructicn" (J�IIt �N Document A201). All construction must be completed vithin the -� 't" � : ' tolerances described in the "Residential Construction � P�i'formance Guidelines" as prepared by the NATIONAL ASSOCIATION � � .0'1 t �OF`flONE BUILDERS. �J � � ' ; 15)�Construct walls as follows- � � -Exterior-2x6 E 16" oc. ` � -Interior-2x4 @ 16" oc., unless noted otherwise. " � � n, � �`° ` F 16) All beams, �oists and rafters are to bear upon walls or beams � -�- N + . OR be hunq with SIMPSON Strong-Tie hangers or approved equals. � � — - e'1 > 3 All connection hardware as manufactured by SIMPSON Strong-Tie �. N � � � or approved equals. '� 13�,�3/�" 1�15 � 17) All structural members are shown in their final positions properly braced and supported, during construction it may be � necessary to shore portions of the structure while other portions are beinq constructed. Contact the structural y � engineer for co�sultation as required. � �� ' 18) Contractor is responsible for all non-specified connections, � g ---- �' contact struotural engineer for details as required. Engineer N _ �'r� to approve all structural substitutions. co a� a . 19) Floor framing and concrete basement slabs must be conplete and N ` � , � in place prior to backfillinq cured foundation walls, unless = � o �' adequate bracing is in placcs. ;�' � � � 20) Contractor is to coordinata all diaphragm penetrations (ie, V �6; � � chimneys, plumbing sewers, etc.) through floors, rcofs and '— ' foundation walls with appropriate sub-contractors. General , = Contractor is respons�ble for means, methods, techruques, �"��8� � 3 � � sequences, procedures, workmanship and 7ob-site saf�ty f;�� ��,13�$�� 3:?.�� 10-3�$ associated with this project. General Contractor to verify all dimensions and elevations with architectural draaing.. Notify enqineer of all conflicts or omissions between variouselements �: S/$r oP the working drawings and the exiating conditions before commencinq with that portion of the project. � 21) All materials exposed to exterior and/or moisture conditions shall be treated for these conditions (ie, chemical treatment, staining, painting, damproofing, membranes, flashing, etc.) as .. required by code. All materials to be treated for fire resistance as required by code. � 22) Masonry fireplace/chimney specifications- i Y a) Flollow load-bearing concrete masonTy block shall be 6" � � thick with minimum compressive strength of 2C00 psi or q},3y„ bettei laid in runninq bond. Mortar to be Type S with ' minimum cube strength oL 2000 psi fr�'e of all zdmixtures � unless approved by engineer. , b) Reinforcement shall bo- -vertical-#4 bars @ 16" oc centered, dowel to concrete � foundation with $4 dowels P 16" oc. T— -horizontal-8° bond beam Nith 2-�5 bars continuous at 4'- 0" oc. All horizontal reinforcement to be continuous at =J " intersections and aorners. � c) Grout all cells with reinforcement, solid with flowable ��1 � grout (minimum compressive stzength of 2500 ps. after 28 LL days). Frovifle weep holes to verify cosplete grouting FC�UND�TI�N DIMENSION PLAN � , and vibrate as required. \\ � < <i) Lintels are double anqles L4x4xi/4. Minimum 4" bearing ,, ' length each end of linte,l. � e) Cap slab to be 6" thick with �5 bars at 9" oc toth ways 1/8�� _ '��_O�� D �,y • centered, dowel to masonry above and below witii�4 dowels � �r' Q 16" oc (2�3" legs). �3} : ;n.:,h a��d n�i. uP sno�,ana erection drawings for rei�forcing � steel, structural steel, plant tabricat:d wood joicts and � 9rior tomfabrication when slo Sdrawinrslare�lreear�drbrethew P P 9 P P Y appropriate subcontractor. . t i , � �rM .�i. � r . 1 . � f % it � t , � . � oF �� � � . �.� - , _�...�.��, � . ; _ , - _ � _ 5 _ _ T ` n ��`� � � �\� b6 �.oF �, � , ,L, � ,� � �Z� 1�=10" - 2r- , 5q'o� ' \ 8,3,�/� 0 1'l0' 3/ I�11%Z" . � �' _ n ^�'�. 1 N �n � �. . n *.. � �°� � ����`'.��� ��ID��2�� M � �� � �' I � ,,� �'4 �, ,�, �" (� , �"��� 6�o'��� � \ 3 o I ��� � TUQ� STo►,12 • �F \ \�� ^ (� -('oF -�oW � >t�P , .� \ _„/ � h CO � H _' �o �'o�� �2�oN �2'6 ���,� t -� " � ( �� o d' � �� � 1�- �'� StEP � � � - 5T� , "� 1'ox! 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