Loading...
HomeMy WebLinkAboutFile Documents.341 Park Ave.0072-2022-BRES (6) VW BEM,RE BEV SYMBOLS B LEGEND STRUCTURAL DESIGN CRITERIA D2022DMLtd. If BEAM,RE:ELEV STRUCTURAL DESIGN Building Code:2015 IBC WWW.DBSD.COM ELEVATIONDCMARK ‘--':01 I/4 \ K-->EEVATIDN NUMBERLocal Jurisdiction:CITY OF ASPEN 1/4 I DC(-->SHEETNUMBER SECTIOWDETML MARK Risk Category:II II'I © A-->DETM O/1EN Wind Loading I � � PW/8x3 VTx51/2"W/ ` )IXETEIlMSHEET NUMBER 11111 (2)3/4"BA325 BOLTS \\\�1��� Basic Wind Speed(mph) V„„=115,V,,,=90 OPpD 0((OFys�jl/ ( 1 PLAN/DEFAILM RK ALOBER Exposure Category B �� �/� Il A ET DETWLNUMBERi C> / ELEVATION CAL1OUTCNUMBER GCpf m 0.18 4 %-a I 56450 ,.,I m i !livREFERENCE-->T/ORB/OBJECT REFERENCE STEPS SWPESNOET1ONCKS FOBJOBJECT Ground Snow Snow wLoad'nPx(psf) 100 (HIBEMIWUYYOAIN)BE Ni \'10 STEEL CONNECTION DETAIL ,///(�U���ON`L���-`'-/ '-J X• "'�, Minimum Flat Roof Snow,P,(psf) 70 PLI/4x3xD'-T W/ 4,„, n \(III/2'BA307BOLi (E12x12RANER BEYONDW/ L10W11 SIDETUP DF WWJSTEP Notes: 1. The referenced building code in this design criteria defines the appropriate edition SIMPSDN IRU2BZH4NGER HIGH SIOE of all referenced codes and standards.If the governing code does not define an 3/IB\ lov � LEDGE STEP appropriate code or standard the Latest edition shall be used. 3/IB LOWSIOE 2. Minimum flat roof snow according to the ASPEN Building Department. / BOTWM OF WALL STEP 3. Live loads are determined according to IBC,Section 1607 and ASCE 7,Chapter 4. V 4. See load keys for definition of loads. \® SLAB OR DECK SPAN DIRECTION -I j- MOMENT CONNECTION Disclaimer and General Use Definition: -10- 1. The structural portion of these documents are not intended to BEAM SPICE CONNECTION function alone.They area portion of the larger construction document package drafted by sub-consultants under the direction BEAM PDCKETCONNECTIDN of the project architect.All of these documents are intended to i_ BEAM EMBED CONNECTION function together. �0+'� 'F g1. COLUMN TOG 2. considered preliminary and developed for scoo coordination or pricing 4'' /4'4 �1. CK-->C REPLAN purposes. �� (W NEW COLTO(0100 BASE PLATE W BPK-->STEEL 1EEL EASE BASE PUTE,RE:BASE PLATE SCHED 3. These structural documents were drafted by DB Structural Design Ltd.as the Engineer of Record,referred to herein as the EOR. _ FOOTING TAG 4. It is the responsibility of the contractor to notify the EOR of any )0f-tV' FK-->FW DID.RE:SCHED discrepancy between these drawings and the overall set of I'-0"BEYOND FACE Q LL1J VAC -->T/FW ELEVATION construction documents developed by the other consultants. - OF(UFDN WAIL _ KEYNOTE 5. It is not acceptable to deviate from these documents without first r explicitly notifying the EOR in writing of any deviation.These �x,R ,W deviations should be reviewed and approved by the FOR before PRONDE 3/4"BASE PLATE W/(413/4"B CAST- /r ■ CONCRETE WAIL TAG proceeding. IN-PLACE ANCHOR BOLLS,D"EMBWMEM LL YA�3 V6 < N7(-->WALL MARK.RE WALL SCHED If BEAM BEYOND,MATCH BENTSI7f 4 �' 6- Review of a submittal is not considered approval of deviation AE:O/S201FOR CONN CJP•nP • LOBO X-->AN BEAM HANGER unless explicitly noted by the EAR. K-->/GIRDlHAMER 1YPE,RE:HANGERSCHEO 7. The structure documented herein is intended to function in a / n/ V7 SIAM VR STEEL BEAM/GIRDER completed state.It is the responsibility of the contractor to \t 11 f+ Ct [k#-UT] SUE-->BEAM/GIRDER Siff DESIGNATION construct this building in a safe and structurally sound lOT-->#OF HEADED ANCHOR STUDS rnanner.The contractor is responsible for all means and methods VT-->SHEAR REACTION LEFT(IN KIPS) of construction. VR-->SHEAR REACTION RICHT(IN KIPS) 5> ^ [3C-KK'7-->T/STL ELEVATION 8. All project safety is the responsibility of the contractor.If any Y� I..L structural elements are used for anything other than their (N)CONC COL AT FROST DEPTH MIN.RUNE W/(4)#S VERT py33 WOOD BEAM/GIRDER intended design,the EOR shall be notified prior to this use. BOBS fi#4 U-BMS @ 8"DC 612)NITHINTUP fi".DRUB �� Examples include fall protection and temporary guard rail EPDXY INTU(E)FON WALLW/HICK H0-HY 200.4"EMBEDMENT ----- CUSTOM WOOD TItUSS attachment points. - �- WBOOJDIST/RAFTER/PREMANUFlONRED ROOF TRUSS 9. These documents are not intended to be"scaled."All dimensions • w M _ are explicitly provided.If an element cannot be located based on r , BENT AT FRONT ENTRY LL 3 \-J SIMPSDN COILSTHAP.RE PIANfi KEYNWES the information provided,contact FOR for clarification. �LL !� CONCRETE WALL 10.No damage to the structure during construction shall be repaired ` 8 J E.B V A I STUD WALL without first notifying the EOR. o Ti.The general notes are intended to function as the project ,>_ PRONDE 3/4"BASE PLATE VI/(413/4'f CAST- CO r ] WAILDEIBW specifications. HSS COL 2xD BLOCKING,BLOCK TIGHT TO COLON ALL SIDES.TYP IN-PLACE ANCHOR BOLTS,B"EMBEDMENT 4 SHEAR WE MIEN MANE It is the responsibility of the contractor to review all submittals F7777777prior to the EOR review. SHEATHING,RE PLAN I/4 (E)HSS COL CWE ATOM INIHFADER IN FIELD A SW-A-->SHEAR WALLIYPE,RE:PLAN B SHEAR WALL SCHED j'-= - Il'-K'-->MINIMUM SHEAR WALL LENGTH 13.All submittal reviews are conducted by the EOR as a courtesy to (3)D.MO"BA3"END NAILS IN ADJACENT BWCKING.IYP '.�1 I/4 0-x HOE-->HOWONN,NE:HDWONR SCHER IF NONE ORE the contractor to assist in the construction process and to ensure \� %' 4 SHOYN,NO EDDINS REDO ATTHATWCATION the construction documents are being interpreted correctly- j` ti 0.14B"&3"NAILS @ B'9C IN ALL BLOCKING,PP SHEAR WALL BELOW ��� _ 1 SIMPSON A34 EA END OFBWCKINE,TOP SHIM PLATE,PLI/4x4xIO-5"MIN 00 CONCRETE COWMNABOIE 1,Pr 1/000ROAER.II YP 2A6 BLOCKING BIN ROOF RAFTERS i I ❑ STEEL COLUMN ABOVE ® III WOODCOWMN ABOVE (WNSS HEADER,RE PLAN DRAWING ISSUE [7,C�C.y NE COLUMNS BELOW MATERIALIDENTIFICATIONINSECTION ' `TYPICAL COL CONNECTION AT ROOF `TYPICAL EXISTING COL ON NEW HEADER -III= �\ jz# \\ 7 ,.._,. 4 =,.-D.. n Permit 4Y19,2022 AV_ CONCRETE STEEL SOIL SOILFIIL CRAWL STONE �,Aby�lb �,Aby�lb UNDISTURBED VENEER CONTHSS COL THROUGH POOR 2x6 BLOCKING.BWCKNGHTTU COLON All SIDES,LOP (N)HSS COL RE:PLAN HSSBX4K1/4 OPTIONMI/T'8 SHEATHING,RE:PUN 0.14E"&3"@ EEC IN ALL BLOCKING,lip ERECTION BOLT,IVP PRONOE HSS TUBE 10 NIT SPLICE(N)COLTD OW COL (WD.MB'Bi3"END NAILS IN ADJACENTBWCKIN6,lYP (210.148"Bx3"TOENAIL BEND OF BLOCKING,lip '��� INSIDE(NI COLIYP I :1 E. II 3/I6 ►tom ►-�-- I/4 I Nor 3/I6 JDISTNBBFILIERTYP •1 --'- /�• / PU/Tx(NICOLWIWH> / / WOOD JOIST..IYP VS'BY St ROD TO PLATE / a _ I/4I 1c % (E)HSSCOL �� *al WFIDCHANNEL I/4I A ill A Alt ll DRAB MIN BLOCKING I lR' �Sn�Nq RODTUxF 1/a I '� III a n TYP BLOCKING AT CONTINUOUS COLUMN TYPICAL COL SPLICE DETAIL ALL STEEL COLTDBEAR ONIE)-� ��� �SSpAn� 2x STUD WALL FON WAIL BELOW.CND WITO CHANNELS 1/4 \ II� \ v / 1 1 0.. \ / \ i HSSIDAHB/2 ,�_-, 1/a I - -(�) FRAMING PLAN PLV4x6"xB'6" UND 3/16 W/(4NWKD6 (/2„ AND DETAILS UNDER IF '•� 3/4"BNOD 3/Ifi ORBNDE ENO PU/4. RE:ARCH FOR GEOMETRY -144( I/4 2r---12x BLOCKING W/(2)D.131"Bx3" I/4 I HSS COL RE:PLAN _J TOENAILS EA END P1.3/4x5x0'-10".I V2" MIN DOLT EDGE DIST (2)3/4"B ANCHOR ROD.MR EPOKYWTIH NILTI HIl- HY20D.8"EMBEDMENT.CENTER IN WALLTHICKNESS (2)C4x22 k1/2' CONE MILS W/3/4"BNELDED (E)CONC WAIL II/P'GROWPAD MIN SIMPSDN A35 EA END OF THREADED STUD 032"0C VERIFY IN NEW Ngx9 - MAIN LEVEL PLAN NOTES: BWCKING.IVP PWTx4xD'-4" 1. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS IN FIELD. __ CONTACT FOR FOR ANY DISCREPENCIES. (2)D.131"Bx3"NAILS,EA END f< - 2. B/STEEL HEADERS=T/ROUGH OPENING*1 1/2"TYP OF EA BLOCKING n (N)HSS COL RE:PLAN " _ (N)HSS HEADER.RE:PLAN O 1 SECTION kA i ✓ 9 NEW CANOPY DETAIL ' S TYPICAL HEADER SUPPORT DETAIL ' 2 `TYPICAL HSS BASEPLATE CONNECTION ' 1 ` LEVEL 1 FRAMING PLAN0 oe/zF/�zoz3� RECEIVED "=1'0" ` l " ' " \,. 1/4"=1'0" 08/16/2023 \ l \ NORTH FOREOEOiEUNICE ASPEN "mP BUILDING DEPARTMENT