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WOOD WITHIN THE ASSEMBLY, PROVIDED FIRE ,
RESISTIVE REQUIREMENTS ARE MAINTAINED.
1000 LIONSRIDG�L.C�OP
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STRUCTURAL FRAMEWORK ELEMENTS SHALL BE RAIL
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EXI STI N G LOWER ROC) F AN D NoRTH NoRTH sheet
UPPER FLOOR FRAMING PLAN S�A�E: � i8�� _ � �—o�� NEW UPPER ROOF FRAMING PLAN S�A�E: � 8�� _ � �—o��
PLAN NOTES: r ' PLAN � NOTES: �� � � � ; , , , , , �
1 ALL JOISTS, BEAMS AND COLUMNS AT THIS LEVEL ARE EXISTIiVG. COLUMNS TO BE REINFORCED ARE CIRCLED 1. (N) ROOF JOISTS ARE 16K6 BAR JOISTS SPACED AT 48" O.C. I�NLESS NOTED OTHERWISE. ALL BEAMS AND COLUMNS ARE EXISTING, UNLESS NOTED AS NEW.
� 2. COLUMNS BELOW ARE INDICATED: = NON-CONTINUOUS COLUMNS FROM ABOVE ARE INDICATED: � 2. COLUMNS BELOW ARE INDICATED: � COLUMNS TO BE REINFORCED ARE CIRCLED.
. 3. (E) REFERS TO EXISTING CONSTRUCTION, (N) TO NEW CONSTRUCTION. 3. ROOF SHEATHING IS 1 1/2" x 22 GAGE INTERMEDIATE RIB CORRUGATED STEEL ROOF DECKING. (WLCRAFT 1.5F22 OR EQUIV.) �
► '
4. (E) REFERS TO EXISTING CONSTRUCTION, (N) TO NEW CONSTRU�TION.
JOB # 0211 -10
` 5. TOP OF (E) AND (N) STEEL BEAM ELEV. = 87'-6" UNLESS INDCATED (XX'-XX") � +
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GENERAL NOTES: Vail Spa Condominiums. Vail. CO JOB #0211-10
. � ABBREUTATION LIST
DESIGN CRITERIA: ��ENERAL REQUIREMENTS:
Roof Live Load (Snow) ------------------100 psf �. Structural erection and bracing: The structural drawings iliustrate the �,���••••• ••.,,',,, �
`' Roof Dead Load ----------------------15 psf completed structure with all element� in iheir final positions, properly A.B. ANCHOR BOLT JST. JOIST �~:c�'�' :"�
Floor Live Load -----------------------40 psf supported and braced. The Contract�r, ir the proper sequence, shall A.F.F. ABOVE FINISHED FLOOR LAM. LAMINATED W:�� �rn �• �
Floor Dead Load ----------------------50 psf provide shoring and bracing as may t>e required during construction to A.F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL "'`� '�"' �� �
o:�'
Deck Live Load -----------------------75 psf achieve the final completed structure Cantact the structural engineer for ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT o6,:;�,� N ��° N
Deck Dead Load ----------------------50 psf consultation (not in contract) as req�aired, ANCH. ANCHOR LVL LAMINATED VENEER LUMBER �p••��► .• �
Stair/Corridor Live Load -----------------100 psf '�. Shop drawings: Submit shop and erE�ctior drawings for structural steel, APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL �O,j'""Q�0
Basic Wind Speed ----------------------80 mph (Exp. B) miscellaneous steel, steel joists and ��irders, steel deck, masonry ARCH. ARCHITECT MAX MAXIMUM
Seismic Zone ------------------------1 reinforcing steel, wood trusses, manufactu-ed wood joists and glue- BD. BOARD MECH. MECHANICAL
UBC Edition -------------------------1997 lam beams to engineer for review prior tc fabrication. This review BLDG. BUILDING MAT'L MATERIAL '�
is for general com liance with the in:ent �f the structural design. BLKG. BLOCKING MANUF. MANUFACTURER
STEEL STUDS AND JOISTS: The architect and�or contractor are respcnsible for checking quantities, BM. BEAM MIN. MINIMUM
dimensions and coordination with oth�r trades. BOT. BOTTOM (N) NEW -
a. Stud subcontractor shall provide bridging and blocking as required for �-• Existing structures: If construction cd�oins an existing structure, � '
contractor shall be res onsible for verif in dimensions, elevations, B.O.W. BOTTOM OF WAI�L NOM. NOMINAL p�
stability and stiffness of the final wall or floor/roof assembly P y � BRG. BEARING O.C. ON CENTER � '
b. Metal studs and joists shall be of the type, size, gauge, and spacing framing, foundation and anything else tha may effect the work shown ��n � �
indicated on the drawin s, with minimum section ro erties as on the drawings. Underpinning, shoring and bracing of existing CANT. CANTILEVER OPNG. OPENING � r°�' �
specified. g P P structures sholl be the responsibility of the contractor. C.J. CONTROL JOINT OSB ORIENTED STRAND BOARD U � °' � �
c. Install "C" shaped headers over openings with webs back-to-back. �j- Dimensions: Check all dimensions against architectural drawings prior CMU CONCRETE MASONRY UNIT R PLATE Z -v � �
d. All 16-gauge and heavier structural studs and joists shall be formed to construction. Do not scale drawir gs. CEM. CEMENT PLYWD. PLYWOOD � rn rn ,
from steel that conforms to the re uirements of ASTM 570-79 or '• Construction practices: General Contractcr is responsible for means, CLG. CEILING R.O. ROUGH OPENING (� �...
q methods, techni ues, se uences and rocedures for construction of
ASTM A-446-D with a 50,000 psi minimum yield stress q q P � CENTERLINE RAD. RADIUS � p� ° Q
e. All 18-gauge and lighter structural studs and �oists shall be formed this project. Notify structural engineer oi omissions or conflicts CLR. CLEARANCE REF. REFERENCE n Z � °' �
from steel that conforms to the requirements of ASTM 570-79 or be tween t he wor king drawings an d exis tinc con di tions. Coor dina te COL. COLUMN REINF. REINFORCE/REINFORCEMENT �,J � .L vv
ASTM A-446-C with a 33,000 psi minimum yield stress. requirements for mechanical/electrical/plumbmg penetrations through CONC. CONCRETE REQ'D REQUIRED � -� a�i
f Structural studs and joists shall be coated with red zinc oxide paint, or structural elements with structural engineer. Jobsite safety is the sole CONN. CONNECTION RET. RETAINING 1 1/2" ROOF DECKING
shall be galvanized. responsibility of the contractor. All rnethods used for construction CONT. CONTINUOUS REV. REVISION , Z a' ^� � �.
shall be in accordance with the latest edi:ion of the UBC.
g All field-welded joints or ground areas shall be touched up with similar CONST. CONSTRUCTION R S ROUGH SAWN p � �%`r
1. It is the responsibility of the contractor tc contact the structural �' ao
rust-inhibitive material. C.P. CRIPPLE POST SCHED. SCHEDULE U
engineer at the appropriate time to perform site observation visits. x p
DBL. DOUBLE SECT. SECTION v o
Observation visits to the jobsite by t�e engineer are for determination CONT. L 3x3x3 16 L m v
STRUCTURAL STEEL: DET. DETAIL SHT. SHEET �
of general conformance with the con��truc ion documents and shall not 3
be construed as ins ection. DIAG DIAGONAL SIM. SIMILAR CLOSURE ANGLE, TYP. {, o =i
a Structural steel shall be detailed, fabricated and erected in accordance P DWG DRAWING � SPEC. SPECIFICATION � � n- >
with the most current editions of AISC Specifications and Code of <�• Though every effort is made to provic�e a complete and clear set of '
Standard Practice. construction documents, discrepancie�� or �missions may occur. EA. EACH SQ. SQUARE �
b. Structural steel rolled shapes, mcluding plates and angles, shall be Release of these drawings anticipates cooperation and continued E.J. EXPANSION JOINT STD. STANDARD � �n
ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall communication between the contractor, architect and engineer to ELEV. ELEVATION STL. STEEL
be ASTM A53 grade B or ASTM A501. provide the best possible structure. Thes; drawings have been ENG. ENGINEER STRUCT. STRUCTURAL
c Tube shapes are actual size as specified on plan. Pipes indicated prepared for the use of a qualified contractor experienced in the EQUIP. EQUIPMENT T TRIMMER
on plan are nominal (approximate inside diameter) and refer to AISC construction techniques and systems depicted. EQUIV. EQUIVALENT T&B TOP & BOTTOM TYPICAL DECK SUPPORT:
pipe schedule dimensions. EXSTG EXISTING T&G TONGUE & GROOVE L 2 1/2x2 1/2X3/16 WELDED I 16K6 BAR JOISTS SKEWED
d. All bolts used in steel framing shall conform to ASTM Specification (E) EXISTING T.O.C. TOP OF CONCRETE TO BEAM FLANGE BTWN. JOISTS TO BEAM AT BEARING.
A325. Anchor bolts and bolts used in timber connections may be EXP. EXPANSION T.O.F. TOP OF FOOTING � ROOF EDGE STEEL BEAM - REF PLAN
ASTM A307. Bolt sizes shall be 3/4" diameter unless noted EXT. EXTERIOR T.O.L. TOP OF LEDGE
otherwise. F.D. FLOOR DRAIN T.O.M. TOP OF MASONRY
e. Bolts used in structural steel framing shall be the break-off, torque FDTN. FOUNDATION T.O. TOP OF �
indicating type, or torque inspection shall be provided as required by FLR. FLOOR T.O.W. TOP OF WALL 5 SCALE: 3/4" = 1'-0"
the building inspector. FRMG. FRAMING THRU THROUGH S1
f. Typical framed beam connections shall consist of pairs of 1/4" angles FTG. FOOTING TRANSV. TRANSVERSE �
using the maximum number, of bolts called for in Table II-A of the GA. GAUGE r � �TS r , ,TUBE STEEL COL,UMN , , , , ,
AISC Manual (ASD Ninth Edition). �� �� �� �� „ �� GALV. GALVANIZED TYP. TYPICAL
g. Expansion bolts shall be wedge type Hilti , Rawl , or Red Head or � �
GEN. GENERAL U.N.O. UNLESS NOTED OTHERWISE
approved equivalent with the following minimum embedments: T
1/2" diameter ---- 2 1/2" G.L. GLUE-LAM VERT. VERTICAL 1 1/2" ROOF DECKING �� rT,
5/8" diameter ---- 3" GYP. GYPSUM/GYPCRETE V.I.F. VERIFY IN FIELD SEE PLAN � w
3/4" diameter ---- 4" HDR HEADER W.F. WIDE FLANGE
h. Adhesive anchors called for on the drawings shall be glass capsule HORIZ. HORIZONTAL W.P. WATERPROOF T k �
types such as "Molly Parabond" or "Hilti HVA" anchor systems. HT. HEIGHT W W.F. WELDED WIRE FABRIC `J �
Minimum embedments, if not specificall�r indicated on the drawings, INT. INTERIOR WD. WOOD �� �"� N
shall be according to the manufacturer s specifications. INV. INVERTED W/ WITH � w
i. All welding shall be done by an AWS qualified welder. K KING STUD W/0 WtTHOUT � rT, 6-�-�1 O
�. Delay painting within 3 of field welds until welds are completed. M�'� �
k. Where corrosive soil conditions exist, steel angles that are used to CONT. L 3x3x3/16 � � �
support exterior stone veneer shall be galvanized and shall be attached CLOSURE ANGLE, TYP. �
to the foundation with galvanized or stainless steel expansion anchors. w ^
STEEL DECK: � � h � �
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,� a. Steel roof and floor deck shall be the depth, gauge and rib type 16K6 BAR JOISTS � 48" -�—� w �
indicated on the drawings. � � O
b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 STEEL BEAM - REF PLAN I W/ TOP CHORD EXTENSION � �
r , or A.446 having a minimum yield strength of 33 ksi. PER MANUFACTURER � �
c. Deck shall be manufactured and erected in accordance with standard � �
� recommendations of the Steel Deck Institute �
d. Welding potterns and detads shall be indicated on the manufacturer's 4 SCALE: 3/4" = 1'-0" � O
shop drawings. Required diaphragm shear values or connection S� �1 �
patterns are indicated on the structural drawings �4 F"�
e. Sheets shall be finished by phosphatizing and painting with a baked-on � � ~
acrylic primer. Where deck is used as a concrete form, the side of the (E) W6 COLUMN � �
deck in contact with the concrete shall be phosphatized but not � � �
painted � rT1
f. Openings larger than 6" in diameter shall be approved by the structural M�-�
engineer prior to being cut into the deck. 1/4" x COLUMN WIDTH x FULL HT. STEEL � �
g. Use welding washers for deck with thickness less than 18 gauge. f PLATES STITCH WELDED EACH SIDE, TYP. � � �T�
M-�-I
STEEL JOISTS: i-�-i � '
a. Steel joists and joist girders shall be detailed, fabricated, and erected = l � -
in accordance with "SJI Standard Specifications" for open web K and o � �
and LH series joists. � � ��
b. Provide special end bearings and chord extensions as shown on the
drawings. ? 1/4„ 1„ � 12" � - ,
c. Provide all bridging, bracing and other accessories as specified by the - -- �
�oist manufacturer and SJI requirements. J � -
d. Provide shop drawings, including calculations, to structural engineer for ` � .
U
review pnor to fabrication TYPICAL FRAMED� BEAM GONNECTION:
STEEL JOIST GIRDERS: J L 4x4x1/4x0'-11 1/2 W/ 3 SCALE: 1 1 2" = 1'-0"
(3) OR (4)-3/4" � THRU-BOLTS .
a. Steel joist girders shall be detailed, fabricated and erected in accordance EA. LEG (VERIFY TO MATCH EXSTG.) � (N) W 14x34 S1
with "SJI" Standard Specification for Joist Girders".
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b. The �oist girder supplier shall design all girders in accordance with the �
loads and panel joint locations specified on the structural drawings. _ �
c. Provide shop drawings, including calculations, to structural engineer for ' � '
review prior to fabrication. _ � (E) 3"� STD. PIPE COLUMN designed by LRH
` � drawn by LRH
O _`(2) L 4x4x1/4xFULL HT checked by �
� I STITCH WELDED FULL HT., TYP
� � (E) W 16x26 TO REMAIN issued
(N) W 16x26 I �
� � (E) 3" � STD. PIPE COL PERMIT 02/24/03
r , , , , , , , » , , , TO BE REINFORCED PER " "
1" RETURNS „ � =0 2/S1 (NOT SHOWN) � 1/4" � � �2 �
��16 � 2 SCALE: 1 1 /2" = 1'-0"
� 1/4" FITTED WEB STFNR TYP. S1
� � COL. (ONE SIDE ON_Y IF
OPP. BM. EXISTS)
-� �--
-----------{- -}' ----- (E) 3 1/2"� STD. PIPE COLUMN '
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1/4'„ BENT R W/ (3)- �,� (2) L 5x5x5/16xFULL HT. sheet
3/4 � THRU-BOLTS �\ STITCH WELDED FULL HT., TYP
(VERIFY TO MATCH EXSTG.) �
�
�
1 RETURNS �
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3/16" �
(N) W 14x34 ��4„
1" � 12"
6 SCALE: 3/4" = 1'-0" 1 SCALE: 1 1/2" = 1'-0"
A
� S1 S1
' � JOB # 0211 -10
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