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Home My WebLink AboutPRJ10-0158 B10-0084.PDF 17�`_ . STRUCTURAL SPECIFICATIONS � '' °° N � B �� N CO .. �p 00 � 1) Structural steel shall be ASTM A36 or better except Wide flanges shall be A992 'n General Contractor is to 000rdinate all diaphragm penetrations(ie.,chimneys, • � 2x14 FRAMING or better,pipe columns(noted on plans as pipe,in manual as HSS round)wtuch plumbing,sewers,etc.)through floors,wa11s,roofs and foundation walls wrth Q � ' shall conform to ASTM A500,Grade B(Fy--42 ksi)or better,tube steelcolumns appropnate sulrcontractors. General Contractor is responsible for the means, � , i (noted on plans as TS,in manual as HSS rectangular or square)which s1a11 be methods,techniques,sequences,procedures,worlmianship,seasonal scheduling � A500 Grade B(Fy-�46 ks�or better,anchor bohs and bohs shall be A3Q7 or and job-site safety associated with this project. The General Contractor is to � , better. All structural steel is to be detailed,fabricated,painted and erected in verify all dimensions and elevations with the architectural drawings. Notify � accordance with AISC STEEL CONSTRUCTION MANUAL,2005 and CODE engineer of ali conflicts and omissions between various elements of the working � OF STANDARD PRACTICE. All welding to be performed by a certified welder drawings and the acisting conditions prior to commencing with that portion ofthe � ' 2x14 FRAMING and conform to AISC and AWS STRUCTURAL WELDING CODE,2C00,all project. General Contractor is to inspect remodel projects and verify prior use and � i � � electrodes to be EE-70XX. All Epoxy Anchors to be installed according to proper disposal of existing maferials(i.e.,asbestos,etc.)as required by code. manufacturer's specifications and details. Identity of all existing hidden structural plans based upon plans by JOHN C. � I A 2) Metal studs for non-bearing walls are as manufactured by DIETRICH STEWART-ARCHITECT dated 13 October 1964. � � INDUSTRIES,INC. All metal studs to be 33 ksi CSJ or CSW,depth p�r 8) All materials e�cposed to exterior and or moisture conditions shall be treated for �. � � 12 architectwal drawings,minimum 18 gage thickness spaced at 16"on ceiter. All these conditions(ie.,chemical treatnietrt,staining,painting,damproofing, .^ t� � 69� � —�2 5 i connections,details and specifications to be in accordance with currern edition of inembranes,flashing,etc.)as required by code. All materials to be treated or N O 2x8 FRAMING � i "The Cold-formed Steel Framing&Finishing Guide"as prepared by DIETRICH protected for fire resistance as required by code. � � U ; I N D U S T R I E S,IN C. 9) Maso n r y s p eci fications- � ' 3) Live loads used for design- a) Verify grout in all cells referenced on plan,where required grout solid with � p .� ��,_� ��„ � -Roof-100 psf snow. flowable g rout(minimum com pressive stren g th of 2500 psi after 28 da ys). � Q � -Floor-40 psf private rooms. Provide weep holes to verify complete grouting,and vibrate as required to nH � -100 psf corridors. prevent honeycombing. -Deck-100 ps� 10) Furnish one set of shop and erection drawings for struchual steel to the engineer � -Wind-90 mph(3 second gust),Exposure B. for review and approval,prior to fabrication,when shop drawings are prepazed by -Earthquake-I=1.0,Seismic Use Group I,Spectral Response Accelerat�n 0.20 the appropriate subcontractor. �, i second Ss=40%g, 1.00 second S1=9%g,Site Classification C,Spectrd 11)Special inspection to be completed by building official approved inspedion �� STEEL BEAM � Response Coefficients Sds�.32,Sd1�.10,Seismic Design Categor}B agency for epoxy anchor installation in masonry and prestress concrete and y�� '�' �... . �cr�am$ PER PLAN ; 4) All construction must comply with the 2009 International Building Code as structural steel installation and welding. Inspection reports to be prepared in ��,��"n.� ��a�`�� adopted by the Town of Vail Building Department and the"General Coiditions of accordance with IBC Chapter 17 on approved forms,verifying compliance with �.� �,e�.�, ' the Contract for Constructiod'(AIA Document A201). All construction must be construction documeirts and be submitted to the building afficial for review and "`f�`� `�� + a.� BLOCKV1�ALL rs'�,� � ��'*��► .�¢�� ; compieted within the tolerances described in the"Residential Construct'vn approval,copying the owner,general contractor and engineer. Coordinate y�°^�� -�. �o�.�'� � Performance Guidelines"as prepared by the NATIONAL ASSOCIATION OF inspections with general contractor so that special inspections can be periodic «��G � ��•':�� 691 + HOME BUILDERS. rather than continuous. l".��y� ""�' �,��,a' � �,; j 5) A l l s tru c tur a l members are shown in their fi nal positions proper ly braced and �r�� °�'p;.W,��a� supported,duruig construction it rnay be necessary to temporarily shoreportions �r��' , �r� � �� i of the structure while other portions are being constructed. Corrtact the engineer ��-a� 4 �• ,,� � f �� >�.��':�'�Y 146-51/2" for consultation as required. ' g� TH 6) General Contractor is responsible for ail non-specified connections,comact � � engineer for details as requued. The engineer is to appmve all structura i substitutions. � , i � ORIGINAL 8"PRESTRESS , OPENINGS TO w/4"CONCRETE � REMAIN TOPPING BLOCK WALL 573 � 2'-6" 8" 2'-0" 4'-2" EXIST DIM O Q � EXISTING OPENING PENIN „ � I � ; W 10 x 22 TO 1 1/2 DIA. I REMAIN HOLE � � SZ 0 ; � ' � � g wsXz� ; I i � �s� S-0 ' : � ' ZsrH i , ; , ; � � � E � E REV - - - -- on. A � � 7� s'-s" 2'-°" r� 2 � c�� S2 C S �? � ; � ; C C10x153 — — — — � � S2 � � S2 COLUMN ' � �� , W o0 � C 10 x 15 3 � 5'-0" 4'-3" EXIST DIM ! � � � BLOCK WALL � COLUMN � OPENING �Z .- REINFORCE EXISTWG WT � ^' � , , EXISTING z� x � � 5x11 (341 and 475)REPLACE , W �L�J7 5-5' BLOCKTO u, � � BLOCK R� D EMAIN TO i �F � � ( EXISTING ANGLE(225) � � ^ ', � � SZ i � Q � � W , ` 12T-0�� i SZ � F z � � I I W ' - ` 4�- �w X O O � � � � � �a W � � �� V �L ' o � E siM sinn ; A � 0 i REV S� �I Z � Q � � g2 sin� 6„i B �� 8"PRESTRESS ORIGINAL OPENINGS W 6 x 25 S2 E C 10 x 15 3 GEN_RAL NOTE- ,I O � w/21/2"CONCRETE TO REMAIN(5 TYP) C COLUMN ,I O � I I 52 REPtACE ALL DAMAGED ! TOPPING � C 10 x 15 3 � ARC-IITECTURAL ELEMENTS N .�..r O � BLOCK WALL COLUMN C � S2 TO NATCH ORIGINAL � � �+ , S2 5'-7" 3'-11" EXIST DIM , CONDITIONS WHERE ' �(�STING 8"MASONRY iI �( � � � O ! OPENING ARCiITECTURAL ELEMANTS � ' � i 34� ; EXISTING ARECHANGED TO CONCEAL BEARING WALL TO I d, U� O � REMAIN NPICAL + N � � � U W 10 x 22 NEV�STRUCTURAL ELEMENTS, i ' , �QTO REMAIN S I � S2 UNIT 339 ` DET�AIL�S WITH OWNERS �I W � � •F•+ ^ 118-0 REV. � � N � � � .� 3�R� " � � w ' W � (*� � � , a a ; � .� W � � � R�r. � � N i S2 $„ G 3„ J � � W i Q l'��' � ' � � W6x25 S2 SZ S2 TS6x4x1/4 a , a UNIT 341 - UNITS a ! � N � W W 225 AND 475 SIM. � � o �BLOCK WALL 2 6'-8" 3'-4" EXISTING DIMENSIONS 0 O � `- � PENING � � W N _ 225 f 10�4 �"�"1.� F ° ; � z � Q a � >- I -� -' W U� � TS6x4 1�4 S2 = � _ ��t � F"w � � � SZ � - u1. � � O i � � 10,�` � � EXISTING METAL STUD U 2N� � � �� Z � Z NOfI-BEARING WALLS TO � � O � � � ai , � REIItAIN TYPICAL , � f � 5�4" �3�4� u� i W = � SIM � , � ' � � � � SZ � � � i EXISTING W 10 x 22 Z � I � �� ; � , TO REMAIN j F= Q i ORIGINAL � �i ii � , � � � OPENINGS TO � �� ° i i i� i� i � W , REMAIN � i i u i �� i� i t � ' i i i ii i 2�-5" 9" 1'-10" � ii '��- 1" EXIST DIM ', i � BLOCK WALL , ' � i i i ;; i OPENtNG PENIN ; �� i i i � � �� „ � � �� O u �� i � ii u i O ' � I " � ' u If 1 � N 111 a � �� " � ' �� i � �„� � � �� ; � ��16'b �'� �al� 100-0" � � i i n � i �� i '"J �• � � 1�— i f ' a � � � � � Q �� i i I B N � � � j 2'-2" � i ` � ; i � FIELD VERIFY ; ; 3 CELLS GROUTED ; ' ` � BENEATH EACH ; � ; AND COL MNS i � TS 6x4x1/4 r� �"� A L L W A Y 3 4, � � � o 0 , i I � � ! ' � � 1 I i �ss�-o° ! � �' �-- � � PARTIAL FOURTH FLOOR FRAMING PLAN � C� � � � � o � � 1/4"= 1'-0" NoR�+ ,. _L 10'-8" � 11'-0" ; 15'-0" � ' � ' � � '� �F 2 '. 0 A BEARING WALL ELEVATI�N A �A C� C� � D � C7 S1 GRID LINE 3 1/4°_ ��-o° D MAY 2 r 2010 �, TC�1/i11� �� ,�l��. i 'i ■ U Nao � •� N � .. �p 00 , 0 ~ d' , EXIS7ING 8"PRESTRESS � � EXISTING W 10 x 22 SLABS TO REMAIN TO REMAIN � 0 � — � _ _ _ _ _ ` � 3RD FLOOR � � _ _ _ _ _ — = 118'-0" �� ti 1/4 WEB STIFFNERS I O BOTH SIDES OF WEB I � � •� N 0 I .� U a� 3 SIDES O + � Q. > TYP 1/8" I � EXISTING 8"MASONRY ,��.�,��".�� ( I �z;�:�.�-�G��r�.;�x ,�+ i� � TO REMAIN ��' ��a�� I I �,�',gce�..-�•E,� C'��'�F � a� � �� 3.� �62�e ��I� fi� . dy��"��,� � � I 1/4" �"� ��4 d � `p,,b��c � �� , �� ,�.�� W 6x25 w/CONT. 1/4"x 2" �� -''"� $ REMOVE PORTION OF SPLINE ABOVE ' �F� �`' ��'"�' BLOCK,WELD MMBRS � �'�.� �"� �� ,�,�� AND GROUT . � �, ° � � ��°�i��,�,�� I I TS 6x4x1/4 w/3/4 DIA " �,w�k �;� „� ,,,� �,�,. TS 6x4x1/4 w/3/4"DIA. EPDXY ANCHORS(a�24"o c �,,Q, �<�.�'"' ' EPDXY ANCHORS @ 24° �NTO GROUTED CELLS EXISTING EDGE OF � "'�'��1" o c. INTO GROUTED MASONRY TO REMAIN CELLS SIZE HOLES iN TS TYPICAL EXISTING 8"MASONRY REQ'D TO TIGHTEN 4'� EXISTING 8"MASONRY TO REMAIN EXISTING EDGE OF EPDXY ANCHORS MASONRY TO �(p. TO REMAIN REMAIN �� FIELD VERIFY MIN 2 D ETAI L J � 3 � EXiSTING EDGE OF BUILT-UP PLATE CELLS GROUTED FULL -- EXISTING 8"MASONRY MA50NRY TO J 3/4"x 1'-6"x 61/2"WIDE � I TS 6x4x1/4 w/3/4"DIA '�� HEIGHT ' EPDXY ANCHORS @ � BEYOND TO REMAIN REMAIN TYPICAL WELDED TO EXISTING I I 24"o c. IN70 GROUTED S2 1 1/2"=1'-0" W 10 x 22 I � � � � � CELLS I I ! I I � .e '. , �, , REPLACE 2 1/2"CONCRETE � I �4� � 6"' � �4� ( 3 1 '�� . �' . .° ' TOPPING AS REQ'D i i I I . • , � 2ND FLOOR _ � � E � � SRE HOLES IN TS p � . 4�� ' � � 109'-0" � ��4� REQ'D TO TIGHTEN 1/4" � � I � 4„ Z � � EPDXY ANCHORS � � I 2ND FLOOR W � — �P� NOTE- — — +� — �-e TS 6x4x7/4 w/3/4"DIA. 109'-0" v 53/4 REPLACE 2 1/2" EPDXY ANCHORS(a�24"o c TEMPORARY SHORING MUST BE INSPECTED � � .� CONCRETE TOPPING INTO GROUTED CELLS AND APPROVED BY THIS OFFICE PRIOR TO r' � AS REQ'D. REMOVAL OF EXISTING ANGLE HEADER AND � � — — _ ..— SUPPORTED MASONRY \ EXISTING W 10 x 22 H D ETAI L H � �3�4� � Q, TO REMAIN GROUT AND SHIM NEW STEEL AS REQ D FOR EXISTING CONDITIONS � � a i EXISTING 8"PRESTRESS SZ 1 1/2"= 1'-0" , I PANELS TO REMAIN � � O > . _-- , � - � ; 3 � EXISTING 8"MASONRY EXISTING W 10 x 22 TO REMAIN- � U 'i TO REMAIN EXISTING W 10 x 22 i W 10 x 22 IS CONT PAST COL EXISTING 8"PRESTRESS TO REMAIN @ F/S2 SIM SLABS TO REMAIN � EXISTING EDGE OF � � � � MASONRY TO Q2 i 3RD FLOOR � REMAIN TYPICAL — — — � � — 118'-0" � � ,� O � , D ETAI L I C 10 x 15 3 COLUMN w/ L 3x3x1/4 x 0'-8" _ _ _ � _ _ F D ETAI L F � .. " � Q � ° 3/4 DIA EPDXY �" SZ 1 1/2"= 1'-0" ANCHORS @ 24"o.c SZ 1 1/2"= 1'-0" Q � � � INTO GROUTED CELLS BASE PLATE 1/2"x 8"x 0'-10" � � � � U Q w/3/4"DIA EPDXY ANCHOR 1/4" 2"@ 6" _ _ � _ EXISTING 8"PRESTRESS 1Q N red TO REMAItl �V � � � � 1/4" , 1/4"WEB E7'IFFNERS PER W � � �� ' DETAIL J/� j � � � � =m W •••� W � � ``�c�n W 6�Q5 wl CONT 1/4"x 2" �-' N REMOVE �� SPLINE ABOVE � - EXISTING ;� 3� Q � � „ 0 ANGLE SUPPORT ��_ ___�__ _ r EXISTING 8 PRESTRESS EXISTING W 10 x 22 TO � AND MASONRY - r � � N TO REMAIN REMAIN BETWEEN ANGLE ��4�� ; EXISTING 8"MASONRY O � � AND 8"PRESTRESS ' BEYOND TO REMAIN � � PANELS TS 6x4x1/4 COLUMN N 5TH FLOOR or 4TH FLOOR @ B SIM %4' 3" 43�4� BE OW NRY g°MASONRY 6/$' n � a � — — — — — — — — — 136'-0" 127'-0" BEYOND TO EXISTING 8"PRESTRESS � � I REMAIN CONCRETE TOPPING � SLABS TO REMAIN � �� O'REMAIN�SONRY $�� D ETAI L G TO REMAIN � � � I � 53�4�� (n SZ 1 1/2"= 1'-0" i 5TH FLOOR or 4TH FLOOR�B SIM � I I C 10 x 15 3 COLUMN w/ � W _�=i 3/4"DIA.EPDXY ANCHORS 136'•0" 127'-0" � @ 24"o c. INTO GROUTED � CELLS j NOTE- I � EXISTING MASONRY ` NOTE- a I I � SEE DETAIL B/S2 FOR I I � L 3x3x1/4 x 0'-8" 25�8� TO REMAIN o SEE DETAIL E/S2 FOR � ADDITIONA�.WELDING I ADDITIONAL WELDING I _ _ _ NOTES I I NOTES I _1_a BASE PLATE 1/2"x 8"x 0'-10" _ _ _ _ o FIELD VERIFY MIN 2 2Q _�_� I I j CELLS GROUTED FULL N I I j I I i 1/4" HEIGHT OIREMAIN �o X� j I ; � 1/�" 6"or4" B SIM � 3RD FLOOR or 4TH FL OR I co � „ „ „ 3 SIDES � � W 8x'11 or W 6x'L5�E SIM. � � „ �� I � 1/4 6 or 4@ B SIM 0- 1/4 I I � 118'-0" 127'-0" 1/4 2 6 � Q � L 3x3x1/4 , -. . 1/4" 2"@ 6" � =�� co .s ., e, r� �o�o J L 3x3x1/4 x 6"or 4"�B SIM. N LL I I C 1,Ox15.3 COLUMN w/ EXISTIING 8" � � � p •.Q ;. : . • � 3 i W 6x25�B SIM I j I, � I I � i 3/4 D I A E P O X Y A N C H O R S Q 24 o c INTO GROUTED PRESTRESS ° �- °• I , i ' - C 10 x 15 3 COLUMN CELLS TO REMAIN I I � � BEYOND EXISTING 8"MASONRY � � + � I EXISTING 8"MASONRY TO REMAIN BEYOND TO REMAIN L 3x3x1/4 x 0'-5 1/4" EXISTING EDGE OF EXIS7ING W 10x22 EXISTING EDGE OF C 10 x 15 3 COLUMN I I MASONRY TO i I MASONRY TO TO REMAIN Q REMAIN TYPICAL 1/4" � REMAIN TYPICAL E DETAIL E DETAIL D � � DETAIL C B DETAIL B / B SIM. SZ 1 1/2"=1'-0" SZ 1 1/2"= 1'-0" S2 1 1/2"=1'-0" SZ 1 1/2"= 1'-0„ � � �. , S2 oF 2