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Slifer Designs
VAIL VALLEY/ASPBN
P.O. BOX 1409
G E N E RA L N OT ES � EDMARDS, COLORADO 81820
(970) 928-8200
FAX: (970) 928-8220
E btAIL: SLIFER.COM
0 I Do not scale drawmgs .
02 Veriy all dimensions, conditions and utdity locations on
the �ob pr�or to begmning any work or ordering ISSUE DATE:
any materials. Not{y Arc7�itect of any conflicts or
discrepencies in the documents immediately. N0: DAT6: DESCRIPfION:
03 Areas of conflicts or discrepenaes must be fully I 4/14/02 TITLE SHEET
1� I�O 1� O 5 E D f�E M O D E L resolved with written approval from the Architect before
construction contmues.
04 Plan dimensions are to face ot stud
orface of concrete unless otherwise noted .
5ection and elevation dimens!ons are to top of
concrete , top of plywood , or top of wall pfates
or beams unless otherwise nc�ed .
05 Provide all necessary blocwng m stud walls and
cedmgs . Locations mclude but are not hmited
to cel�ng and wall mounted fixtures , toilets,
todet accessories , cabinetry, countertops, shelves,
� OWN ER : Af�C h ITECT � closet rods, fake beams, artwork and light fixtures.
n 06 Coordinate all electrical and mechanical fixtures to
p FRESCO h OLD I NGS JAM ES DAVI D DAWKI NS /� IA �� within ceding , ffoor, walis and otherwise designated
spaces . 'Verify with Architect when changing
S LI FE f� D ES I G N S ' configurations noted on draw.ngs.
C/O RE N EE B RI SSETTE — �� Q . 07 Verify electrical rough-in locat�ons for all appliances
2 I 6 MAI N STREET , SU ITE C — I 00 light fixtures . Immediately notiify Architect of any conflicts °��
ALSTO N � B i RD LLP or discrep�encies with the inf�rmation proNded herein Q
EDWARDS CO 8 I 63 2 or with e�nsting field conditions. Q
90 PARK AVEN U E , NY CITY � 08 Verify pluimbmg rough-in locations for all appliances �
N EW YO RK, I 00 I � 9 70 . 9 2 6 . 8 2 00 EXT . 3 0 I 8 and f�xturces . Not�fy Architect immediately of an confiicts �
or discre�pencies w�th the mformat�on prov�ded �ierem
Ff'V` : ✓ � O . 5 6 9 . 3 2 2 I or with e�istmg field conditions .
2 I 2 - 2 I 0 - 9400 09 In the event that additional detail or guidance is � ,J
needed b�y the Contractor for construction of any
aspects of this pro ect, he shall immediately noti{y the � W
Architect.. Failure �o give amnle notice shall reheve Q y
Architect of responsibdity for delays to the proJect. �
I 0 The General Contractor shali be res onsible for
G E N E I�A L C O N T f�ACTO R � satisfjnng apphcable codes and obtaimng all Q O Q
permits and rec�uired approvais . This pro� Iect is
N E D BO CO N ST RU CT I O N overned by the Uniform Buiiclmg Code, l 997 Edition � � � �
Gode compliance is mandatory. The Construction � �
Documents shall not permit w�rk that does not W Q
POBOX 34 I 9 I I The General Contractor and `iubcontractors shall field � Q
coordinate and obtam a�prova! from the Architect/
VAI L ' l� O V I �O � V Engmeer Ibefore cuttmg , nc, nmg or drdhng of � Z
any cast on place concrete , s�eef frammg or any other O -
structural elements which ma; afFect the structural �
TE L . ✓ � 0 - 94 5 - I o0 I mtegretity of the budding . W �
F!"1J� � ✓ � 0 - 845 - 9979 I 2 All electri�cal work in this pro�ect is to be complcted O � Vl��,
m a workrmanlike fashion and � accordance with the O � ' �
rec�uirements of the current version of the National W
CO NTACT : RO LAN D J . I �J � � V � Electrical Code (NEC) adopted by the governing municipality.
I 3 All plumbing and ventdation work in this pro�ect is to be � � � �
completed m a workmanhke fashion and m accordance �1
with the rec�uirements of the :.urrent version of the � O W �: -.
Uniform Plumbing Code (UPC), Uniform � � Q �j,J
P LU M B I N G CO NT FZACTO R � NFPA)n saadopted by thengovern�ingl mu c pal ty tion Act � �
I 4 5ubstitutions fo "Eaual" products wdl be acceptable � � � �
TBDonly with the Owner's and Architect's written approval . � O 1 J
I 5 It is the intent and meaning cf these documents that � �
the Contractor and each 5ubcontractor provide all
labor ma�rials , trans�c�rt�io� su��plie , ec�u�ment, cleanup, F— �J
etc. �o o n a comp e e �o wi in t�ie r gnized �
standards ofi the industry. Z �!�
I 6 Coordinate all cabinetry configurations with Architect pr�or to � �--��,,
rough-m . =T
I 7 Coordinate all trim profdes a��d conflgurations with Architect.
I 8 Coordinate all interior frnishes with Architect.
ELECTI�ICAL CONTRACTO �; : �:� � �--� :J �- � =�;
� Communiy Developmc�t
TBD r � � Departme^t
+ d Building Safery & Inspectiri
, �, �F vl� servi�c >
iVrYi �
,rj�on 106.a3, Udfarm Bu6dlo� C.ed�• V�IW�7 a� pe��� The issumm i ow►� ot Va� � � y OWNER3HIP OF DRAWINGS
� grenting of a pe�mit M app�Wd of PIm4 ��O�s and computaucnn 0����� A �/
� ,nll na be constnud ro be a petmk faG a � sPP�°val of. anY violation ot !
� ivo( ihenmvisionsoftltisWdeorofanYdhe� o��oa°Qa� �xjuris`dictioa �� - � - Thls drawlnC� Is the property
i �rtni�s presuming to givc autl�iry W v�°le� °� �ce� � P�OV1sions of t:tia Of SL I FER DESIGNS qttd IS ItOC
::,�de or othcr ardinances of lln jurisdictiou slwll nd be valid.
'ilk issunncc of a permi� baud un Plan+, specificauoas ead other d�ta she11 t0 be reproduced or copied
nrn Drc�cm the building omci�I tmm lhereaker requiting the rnrtuc[ian of In who le or in part W It�'IOUt
crrors m c_:J p!_�s, s, . -tio�s i d o;h_r � .� cr fiem pmventinQ �bwlding , written G0115BI1C of SLI�ER
[ i , � . ._ . 1 t . f .. . �. �� � . elo:ion Of IhIS eOdE OIOf
DESIGNS. It is to be used only
. . . for the pro�ect ldentlFled
� — — _ ` s ' � ' d� / herein and is not to be used
on any other pro�ect. It iS to
B U I LD I N G C O D E S P EC I F I CAT I O N S D RAWI N G I N D EX be returncd upon rcc�uest.
ShEET NO . 5h EET NAME O2000 SLIFER DESIGNS
BUILDING IYPE : TYPE I I I — I hOUR A-0 . I TITLE ShEET (GENERAL NOTESj JOBNO: B096
A— I . I DEMOLITION PLAN � � DRAIINBY: TC
' � C9ECKED BY: TC
OCCUPANCY GROUP— GROUP R- 3 ( RESIDENTIAL) A- 2 . I FLOOR PLANS ,��.��
A-3 . I SECTION �� -
FOUR STORY 6UILDING — UNIT SINGLE STORY WITh P,TTIC A- 6 . I REFLECTED CEILING PLAN * A �° TITLE
A-9 . I DETAI L.5 � �
, , 3os' ~ S H E ET
E- 2 . I UGhTING LAYOUT � �`���sF � � � � �,;<``i
JAMES DAVID DAIIK[NS, AG A O ■ 1
COIARADO REG./308139
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� I _ � , SIMPSON J6210, T`!P. I - - - - - - - �� I � (E) 2� 's � 16" OVER AMING � �
F � REMOVE BAR JOISTS i �n r,
° S AS REQUIRED FOR NEW I S�' � � M�-�
�FF I � FLOOR FRAMING FF ; (E) 6x12 RAFTER W/ 6x8 COLLAR TIE lw I ` I
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I I I I � Z I (E) DECKING I z Q I
I I I I UI � ° designed by LRH
(E) BARGE RAFTER I �I I drawn by MAB
I checked by
I I I I issued
i5'- 3" a'— s" 20' - 0" � s'- 3" 4'— s" 20' - 0" PERMIT 04 /10 /02
1 2 3 4 1 2 3 4
PLAN PLAN
N EW LOFT FLOOR FRAM I N G PLAN SCALE : 1 4" = 1 . _ 0 „ NoRTH EXSTG . ROOF FRAM I N G PLAN S � A � E : � 4 " = 1 , _ 0 „ NORTH
PLAN NOTES : PLAN NOTES : sheet
1 . WTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: '_ -. -= 1 . INTERIOR WOOD STUD BEARWG WALLS ARE INDICATED ON PLAN THUS: `- `
2. POSTS BELOW ARE INDICATED: ❑ NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � 2. POSTS BELOW ARE INDICATED: p NON-CONTINUOUS POSTS ARE INDICATED : �
3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR , EXP. 1 , SPAN 3. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP. 1 , SPAN RATING 32/16 . � �
RATING 24 O. C. 4,
" INDICATES CONNECTION TYPE - REF. St FOR SCHEDULE.
4. ( XXX'- XX") INDICATES TOP OF STEEL BEAM ELEVATION .
5. " O " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE.
JOB # 0202 - 15
�
GENERAL NOTES� Unit �405 Edelweiss Vail CO JOB �0202- 15 NAILING SCHEDULE
��
DESIGN CRITERIA: GENERA� REQUIREMENTS: 2x floor joist to girder, sill or wall plate ( toenail) 3-8d '� � � `"
�� . . m
Root Live Load Snow - - - - - - - - - - - - - - - 100 sf o. Structural erection and bracin The structural drawin s illustrote the ~ ID
( ) p g 9 I -joist to girder, sill or wall plate (down thru bottom chord) 2 - 10d � � `' a� '� o
Roof Dead Load - - - - - - - - - - - - - - - - - � 5 psf completed structure with all elements in their final positions, properly "" rn _,�
Floor Live Load - - ° -- - - - - - - - - --- - - - - - 40 psf supported and broced. The Contractor, in the proper sequence, shall Sole plaie to joist or blocking ( foce nail) 16d � 16" K �d r
OS M � .
Floor Dead Load - - - -- - - -- - - - - - - - - - - � 5 psf provide shoring and brocing as may be required during construction to p ; N "{ `��
Deck Live Load - - -- - - - - - - - - - - - - - - - - - - 100 psf achieve the finol completed structure. Contact the structural engineer for Top plate to stud (end nail ) 2 - 16d �O �' � � �
Deck Dead Load - - - -- - - - - - -- - - - - - - - - -- 10 psf consultation (not in contract) as required. ��'� '•••• Q
Basic Wind Speed - - - - - - - - - - - -- - - - - -- - - - 80 mph (Exp. B) b. Shop drawings: Submit shop and erection drawings for structural steel , Stud to sole plate 4- 8d ( toenail ) or
Seismic Zone - - - - -- - - - -- - - - - -- - - - - - 1 miscelloneous steel , steel joists and girders, steel deck, masonry 2- 16d (endnail ) 1
UBC Edition - - - - - - - - - - - - - - - - - - - - - - - - - 1997 reintorcing steel , wood trusses, manufactured wood joists and glue-
lam beams to e�gineer for review prior to fabrication. This review
Double studs ( face naii) 16d � 24 " `
is for general com liance with the intent of the structural design .
STRUCTURAL WOOD FRAMING: The architect arnd�or contractor are responsible for checking quantities, Doubled top plates (face nail) 16d � 16"
dimensions and coordinotion with other trades. Top plates, laps and intersections ( face naii) 2- i6d �
a. Except where noted otherwise, all 2" nominal lumber, except studs, c. Existing structures: If construction odjoins an existing structure, �'
' shall be Dou las Fir- Larch /�2 a�d better, and oll solid timber beams contractor shoil be responsible for verifying dimensions, elevations, N ^
,� Continuous header, two pieces 16d � 16 "
and posts 3 nominal and wider shall be Douglos Fir- Larch #2. framing, foundation and anything else that may effect the work shown �
b . Studs shall be Stud grade ond better pouglas Fir- Larch or Hem Fir. on the drawings. Underpinning, shoring ond bracing of existing along each edge ^
C) U °' `�
c. BuiR -up posts shall consist of Douglas Fir- Lorch or Hem Fir #2 or structures shall be the responsibility of the contractor. Continuous header to king stud ( toenail) 4- 8d Z � a
better 2x4 or 2x6 studs per plan and shall be noiled together with 2 d. Dimensions: Check all dimensions against architectural drawings prior �
� rnrn
rows of 16d nails � 6" on center along each stud. to construction. Do not scale drowin9s� Ceiling/floor joists, laps over partitions (face nail ) 3-16d � �
d. Built- up beams consisting of multiple 2x members shall be nailed e. Construction practices: General Controctor is responsible for means, ��
together with two rows of 16d nails spaced at 12' on center, or methods, techniques, sequences and procedures for construction of Ceiling/floor joists to porallel rafters ( foce nail ) 3- 16d Q � �' �
with two rows 1 /2" diameter thru- bolts spaced 24" on center. this project . Notify structural engineer of omissions or conflicts L v
e. Top and bottom plotes shall be Douglas Fir-Larch or Hem Fir #2 ond between the working drawings and existing conditions. Coordinate Solid - sawn rofter to plate 3-8d toenails ~ �
better. Plates laced directl on concrete wa�ls or slabs shall be J
p y requirements for mechanicol /electricol /plumbing penetrations through or Simpson Ii5 � �
pressure- treated Hem Fir #2. structural elememts with structural engineer. Jobsite safety is the sole
f. Wood beoms bearing in beam pockets in concrete or masonry walls responsibility of the contractor. All methods used for construction I - joist rafter to plate (down thru bottom chord) 2 - 12d �' N �
shall bear on a treated 2x6 bearing block. Provide 1 /2" clearance sholl be in accordance with the latest edition of the UBC. � � � �
around end of wood beam . Block against sides of beam pocket with f. It is the responsibility of the contractor to contoct the structural Built-up corner studs 16d � 24"
treated 2x blocking to provide lateral support for beam. engineer at the appropriote time to perform site observation visits. , X o
g. Within floor joisis spaces beneoth solid or built - up columns noted on Observation visits to the jobsite by the engineer are for determination Built-up beams (each member to adjacent) 16d � 12" � m �
plans, blocking of areo equivalent to column above shall be provided. of general conformonce with the construction documents and shall not along each edge � � p J
Door or window trimmers consisting of a single stud do not require be construed as inspection . a
P I o o d o r O S B r o o f w a l l fl o o r s h e a t h i n 8 d � 6" a l o n e d e s } a �
special blocking in the joisi space. g. Though every effort is made to provide a complete and clear set of �"" � � 9 9 9 � `
h . Except os noted otherwise, minimum nailing sholl be provided as construction documents, discrepancies or omissions may occur. Sd � 12" intermediate supports "
s ecified in the "Nailin Schedule" on the drawin s UBC Table 23- II- B- 1 N
p g 9 � )� Release of these drowings anticipates cooperation and continued
i. Bolts used for wood framing connections shall be installed with communication between the contractor, architect and engineer to NOTES:
standard washers and nuts. provide the best possible structure. These drawings have been � . The nails in this schedule are common wire or box noiis. If cooler, sinker, or other types of nails
j. Unless noted otherwise, steel connectors such as those manufactured prepored for the use of a qualified contractor experienced in the are used, contact engineer for required spacing and sizes.
by the Simpson Company shall be used to join rafters, joists or beams construction techniques and systems depicted.
to other beoms at flush - framed conditions. Use all specified nails. 2. If staples are used, contact engineer for required spacing and sizes.
Connector conditions not otherwise noted sholl utilize Type U or Type 3. This schedule indicates minimum requirements for nailing. Where special conditions exist, use
HU hangers of a size specifically designed for the member supported, the specified nailing indicated on the plans and detai�s.
as shown in the manufacturer�s published tables. Contact structural
engineer for details as �eq� ��ed. A B B R E VI A TI 0 N L I S T
k. Wood nailer plates installed on steel beams or concrete walis for top-
flonge hangers shall be ripped to match the width of the woll or beam
flange. Nailer plates supporting top flange hangers from one side only A.B. ANCHOR BOLT JST. JOIST
shall be instolled flush with the face of wall or beam flange at the �
hanger locations. A. F.F. ABOVE FINISHED FLOOR LAM. LAMINATED
L �aminated veneer lumber (LVL) shall have the following properties: A. F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL I � I I
1 . Flexural slress-- - - - - - - - -- - - - - z600 psi ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT �
2. Modulus of elasticity- - - - - -- - - - - - 1 , 900, 000 psi ANCH . ANCHOR LVL LAMINATED VENEER LUMBER �
3. Tension porallel to grain - - -- - - - - - 1850 psi APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL I I I ~�
4. Compression porallel to grain - - - - - - 2310 psi ARCH . ARCHITECT MAX. MAXIMUM /-�
5. Compression perpendicular to grain BD. BOARD MECH . MECHANICAL _ _ _ _ _ _ (E) W 6x16 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � ~
(parollel to glue line)- - - - - - - - - - - - 750 psi BLDG. BUILDING MAT'L MATERIAL E ��,. 7 � � � � Q
6. Horizontal shear- -- - - - - - - - - - - 285 psi BLKG. BLOCKING MANUF. MANUFACTURER � G
7. Connection of multiple- member beams: BM . BEAM MIN. MINIMUM �F,� I I I
A. Top-loaded beams BOT. BOTTOM (N ) NEW • I � r_, o
i) For members 12" deep or less, nail each member g. O.W. BOTTOM OF WALL NOM . NOMINAL � ^
to the next with 2 rows of 16d nails at 12" o. c. BRG. BEARING O. C. ON CENTER � � I � I I I I F ` '
ii) For members greater than 12" deep, nail each CANT. CANTILEVER OPNG. OPENING i � � ~
member to the next with 3 rows of 16d nails at C.J. CONTROL JOINT OSB ORIENTED STRAND BOARD 3 3 I I I I �
12' o. c. CMU CONCRETE MASONRY UNIT {'� PLATE � O �Yj
B. Side-loaded beams CEM . CEMENT PLYWD. PLYWOOD w � I I
i) For two or three member beams, nail each member v I
to the next with 3 rows of 16d nails at 12" o. a CLG. CEILING R. O. ROUGH OPENING I I I _ � Q
ii) For four member beams, bolt through with 2 rows � CENTERLINE RAD. RADIUS , - - - • �j' �
of 1 /2" diameter bolts at 12" o. c. CLR . CLEARANCE REF. REFERENCE (E) W 6x76 I � _ _ _ _ _ _ IIrI I _ _ _ F+
iii) For beoms consisting of more than four members, COL COLUMN REINF. REINFORCE/REINFORCEMENT �- — — - — — — — — 1 — � — � '—/ ' � '. -L ' i — � T' ' — O
contact structurol engineer. CONC. CONCRETE REQ'D REQUIRED `�' �� ' *` � � I I � II � � I ,
m. Framing Notes: CONN. CONNECTION RET. RETAINING �J �t�,�G I , I I I � O �
1 . Interior load bearing walls: CONT. CONTINUOUS REV. REVISION .� ' o � � k�� I � � � i i
A. Interior lood bearing walls are 2x4 or 2x6 studs (as CONST. CONSTRUCTION R. S. ROUGH SAWN �,1� � ' I N I ' I �� I � � I � �
indicated on plan) � 16" o. c. with 1 /2" gypsum C.P. CRIPPLE POST SCHED. SCHEDULE I ' _ I � � �
wallboard both sides unless noted otherwise. Cap with o D B L. D O U B L E S E C T. S E CTI ON � � 3 � - � � I � � I
double top plate installed to provide overlapping at DET. DETAIL SHT. SHEET ;.� ' � I w l T � I I � I � � I �
corners and at intersections with other partitions. If DIAG. DIAGONAL SIM. SIMILAR i `� � _ � I I � � � II ~r_, r�
overlap is not possible, strap top plates with metal strap DWG. DRAWING SPEC. SPECIFICATION I � � 1+1 ✓
ties (Simpson ST292 or equivalent). EA. EACH SQ. SQUARE o � _ _ ' I i I I � � I
B. Floor or roof framing members must be aligned to bear E. J. EXPANSION JOINT STD. STANDARD ! _ li � � I-I �: t i , �
within 5 inches of the studs beneath . ELEV. ELEVATION STL. STEEL , � � (E) 8" PRESTRESSED HOLLOW COR PANELS I �
C. Provide (2)- 2x10 headers over oll openings in wall , with ENG. ENGINEER STRUCT. STRUCTURAL � W/ 2" CONCRETE TOPPING SLAB � � rT,
one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud EQUIP. EQUIPMENT T TRIMMER I y i �'`�
each end, unless noted otherwise. EQUIV. EQUIVAL�NT T&B TOP & BOTTOM � � I � � I
D. At beam beoring locations in stud walls, provide mulitple- EXSTG. EXISTING T&G TONGUE & GROOVE K " _ _ _ � � _ _ _ _ _ _ _ _ _ _ _ _ lE) W 12x45 _ _ i i _ I _ �� Q
stud posts equal to width oi bearing member unless (E� EXISTING T.O.C. TOP OF CONCRETE � � � �� � �� ___�__� �'`'�
noted otherwise. EXP. EXPANSPON T.O.F. TOP OF FOOTING I � � � I � G G I
2. Floor Construction : EXT. EXTERIOR T.O.L. TOP OF LEDGE I � I � � � _ ���� I �' I ��
A. Provide 3/4° thick APA roted SturdiFloor roted 24" F.D. FLOOR DRAIN T.O.M. TOP OF MASONRY � I ,- I � � �
o. c. , tongue and groove exposure 1 . Glue and nail � - - - - - - - I �" � I
panels to all supports. Install sheathing with long FDTN. FOUNDATION T. O. TOP OF ', I � I �, � I �
dimension perpendicular to joists and end joints FLR. FLOOR T.O. W. TOP OF WALL ', I I I I
staggered. FRMG. FRAMING THRU THROUGH i i l I I � I I
FTG. FOOTING TRANSV. TRANSVERSE , II �
B. Provide solid blocking between floor joists at all beoring II �
locations. Blocking material shall match the floor joist GA. GAUGE TS TUBE STEEL COLUMN , i II I � � Z, ._ I , m I t i I
material. GALV. GALVANIZED TYP. TYPICAL _ li �p 6 6 X � i ' �
GEN . GENERAL U . N. O. UNLESS NOTED OTHERWISE o : I Y T. O. SLAB I � N . �
II i I I
STRUCTURAL STEEL• G.L GLUE- LAM VERT. VERTICAL -� � � I � iI 3I i � I
GYP. GYPSUM /GYPCRETE V. I . F. VERIFY IN FIELD � I I ' w i � I
a . Structural steel shall be detailed, fabricated and erected in accordance HDR. HEADER W. F. WIDE FLANGE ! � I � I �
with the most current editions of AISC Specifications and Code of HORIZ. HORIZONTAL W.P . WATERPROOF � � I � � , I I � I
Standard Practice. HT. HEIGHT W.W. F. WELDED WIRE FABRIC li � I � I , II Ii � LRH
INT. INTERIOR w�. w000 � designed by
b. Structural steel rolled shapes, including plates and angles, shall be I I I
ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall INV. INVERTED �N/ W�TH � i �, � I drawn by MAB
be ASTM A53 grode B or ASTM A501 . K KING STUD W/0 WITHOUT I I � I
c. Tube shapes are actual size as specified on plan . Pipes indicated STF`F� I I I � I , CheCkBd by
on plan are nominal ( approximate inside diameter) and refer to AISC
pipe schedule dimensions. ��l (E) W 12x22 I ISSU2d
d. All bolts used in steel framing shall conform to ASTM Specification � � — — �E) W 12x31 _ _ �. — — — _ — — —
A325. Anchor bolts and bolts used in timber connections may be —� � — �� PERMIT 04 /10 /02
o�. . ��
ASTM A307. Bolt sizes shall be 3/4" diameter unless noted I G G I
o I ��. I �F,�'
otherwise. � , '<�' c�"�
e. Bolts used in structural steel froming shall be the break-off, torque �� ! �'
indicating type, or torque inspection shall be provided as required by M — � — — — — — — — — � , — — — — — — — — — — �' — — — — —
the building inspector. - -
f. Typical framed beam connections shall consist of pairs of 1 /4" angles
using the maximum number of bolts called for in Toble II - A of the
AISC Manual ( ASD Ninth Edition ).
g . Expansion bolts shall be wedge type °Nilti", "Rawl" , or "Red Head" or
approved equivalent with the following minimum embedments:
1 /2" diameter - - - - 2 1 /2" 15'- 3" 4' - 9" 20'- 0"
5/8" diameter - - - - 3"
3/4" diameter - - - - 4"
h. Adhesive onchors called for on the drawings shall be glass capsule
types such as "Molly Parabond" or "Hilti HVA" anchor systems. � 2 3
Minimum embedments, if not specificallY indicated on the drawings, sheet
shall be occording to the manutacturer s specifications.
i. All welding shall be done by on AWS qualified welder.
j. Delay painting within 3" of field welds until welds are completed.
k. Where corrosive soil conditions exist, steel angles that are used to
support exterior stone veneer shall be galvanized and shall be attached
to the foundation with galvanized or slainless steel ezpansion onchors. E X S TG F L O O R F R A M I N G P L A N SCALE : 1 / 4�� _ � � - � �
JOB # 0202 - 15
�
Slifer Designs
VAIL VALLEY/ASPEN
P.O. BOX 1409
BD1fARD5, COIARADO 81820
(970) 928-8200
FAX: (970) 928-8220
6 MAIL• SL[FER.CO�[
ISSUE DATE:
N0: DATE: D6SCRIPT[ON:
I 03.�0.0� ELEC. PLAN
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_ SGALE : I/4"= 1 '-O " UNIT REMODEL PL,4N SGALE: I/4" = 1 '-O" LOFT �
� DUPLEX OUTI.ET3 I `�OT� :
� �° MEw oR rzELOGA'rm WALL 9GONG� I . GONTRAGTOR 15 TO INVENTORY aLL EXISTING ELEGTRIGAL SYSTEM
GOMPONENTS AND SHALL NOT DUPLIGATE BEGAUSE IT IS S++OINN HEREON.
� �W �� L�� 2. IT 15 THE INTENT OF THIS PLAN TO INDIGATE WHAT IS TO BE INGLUDED IN THE FINAL PLAN
O lo' GL6 LT NEW GEILIN6 MOIAJTED FIXTURE A1-ONG WITH EXISTIPflG GOMPONENTS THAT MAY REQUIRE RELOGATION OR RENEWAL.
GL6 FAN
o PIPE MDUNTED GEILN6 FAN (MIN. GLEAR AFF b4")
JOB N0: 8096
DRAWN BY: TC
4FT FLRSGT. �� QF C O�Q� � C[iECKLD BY: MH
� 4 FT. PLOURESGENT FIXTURE (GL6. MTDJ �Q' ! ' b
� ,.D Dv , �,p
'F D,AW WS _ *
� NEW OR RELOGATED WALL SWITGH � 3 139 � I D E 2 ■ 1
C����� � � �����G
JAMES DAVID DAWKINS AIA ADDITION LIGHTING LAYOUT
COLORADO REG. NO. 306139
�
Slifer Designs
VAIL VALI,EY/ASPEN
P.O. BOX 1409
EDI/ARDS, COLORADO 81820
(970) 926-8200
FAX: (970) 928-8220
B MAILc SIJFER,COM
ISSUB UATE:
N0: DATE: DESCRIPTION:
I 4 .14 .02 PERMII ORAWIN(�S
FINISHED PLOOR 3/4 " T &� G (LONG EDGE) PLYWOOD/GARPET � LA'�'ER � /2 " TYPE x CYP.
BRD . LAMINATED ALL SIDES .
PLYWD . �LRING . TO BE LAYED PERPENDIGULAR TO THE JOISTS .
6 " F .G . BATT INSUL/�TION I LAYER I/2 " TYPE X GYP.
BRD . WRAP TO GOL . W 18 GA.
WIRE � IS " O .G .
2 X 10 J015T5 PER STRUGTURAL SPEGIFIGATIONS
3X3X1 /4 " TUBE STL . GOL .
- - - - - - - - - - - - - -
- - - - - - - - - - - - - -
0
0
I HOUR � IRE RESISTANT TUI3E GOLUMN SYSTEM Q
OC
5/8 " TYPE X GYP . BOARD TAPED &. � INISHED JOINTS O
I /2 �� +/- T � C� WOOD � INISH PER INTERIOR SPEGI � IGATIONS NOTE : � IRE PROTEGTIVE DETAILS ARE SUBJEGT TO APPROVAL BY THE � /1 Q
GHIEF BUILDING INSPEGTOR O� THE TOWN OF VAIL . " , U
V -J J
zWQ
- NEW � GGOUST I G � LOOi� SYST� M - � I �E iZ� TEI7 GOLUMN fi� ROT� GTI Ol�l - � �
_ SGALE : I I/2 " = 1 '—O " LOFT FLOOR _ SGALE : 6 " = 1 '—O " 5EE STRUGTURAL FOR LOGATION Q Q �
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w _
Q � �
FLOORING � � �
JOI STS W Z
O � �
PLATE OUT OF 2 X 10 O U
U � �
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ROUGH 2 X 12 FIN15H W � -�
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8 " X 8 I /4 " WF �
(5EE STRUGTURAL) �
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2 LAYERS I /2 " TYI�E X GYP. z
BRD . SGREW TO METAL FRAMINC�
AT 16 "OG-METAL FRAMING TO BE _
OFFSET I /2 " FROM WIDE FLANGE
NON-GOMB. LT .C�A. METAL FRAMING
5/8 " TYPE X, GYP. BRD .
JOB N0: D09fi
/� (� F CO � DRAWNDY: TC
NOTE : FIRE PROTEGTIVE DETAILS ARE SUBJEGT TO APPROV�L BY THE /��`' '�'
ON � HOUfi� � � � M fi� izOT� GTI ON _ _ .�P CIfECKEU UY: JIl
GHIEF BUILDING I �15PEGTOR OF THE TOWN OF VAIL . - _ - �A
_ SGALE : 6 " = I '-O" ROOM NAME 6 NUMBER 1D *
_ g _
�, 3 139 � q - 9 . 1
���SFD ARC�`\��c�
JAMES DAVID DAWKINS AIA DEfAILS
COLORADO REG. NO. 306139
�
Slifer Designs
VAIL VALLEY/ASPEN
P.O. BOX 1409
EDIIARDS, COLORADO 81620
(970) 926-8200
FAX: (970) 92B-8220
E MAIL, SLIFER,COM
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1 04.14A2 PEP.MfT f LIl[1R 4'LAN
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P.O. BOX 1409
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(970) 926-8200
FAX: (970) 928-8220
E MAR,: S[lFER.COM
ISSUE DATE:
N0: DATE: DESCRIPTION:
1 A .14.02 PCRMIT DRAWW(iS
GOlVDO HALLWAY
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DEMOLITION NOTES:
I . - - - - - - - DENOTES WALL, WINDOW, DOOR OR AREA TO BE REMOVED .
2 . GONTRAGTOR TO OBTAIN ALL F'ERMITS � ABATEMENT PERMITS REQUIRED BY THE LOGAL AUTHORITIES . Jou No: nonr,
3. GONTRAGTOR SHALL TAKE PROTEGTIYE MEASURES TO PROTEGT EXISTING AND/OR REMAINING MATERIAL . nRnwrv nY: ,n�
4. GONTRAGTOR SHALL NOTIPY THE ARGHITEGT IMMEDIATELY SHOULD H� DISGOVER ANY UNANTIGIPATED QF C (
GONDITIONS V,IHIGH MAY ENDANGER ANY PERSON OR THE STRUGTURE . �� � � � Q cnH;r.x�?ni;v: Tr,
5 . GONTRAGTOR SHALL REVIEW ANY GHANGES WHIGH MAY BE ANTIGIPATED IN THE REBUILDING OF THE UNIT - E
WHIGH ARE NOT SPEGIFIGALLY GALLED OUT ON THESE PLANS. � � � *
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JAMES DAVID DAWKINS AIA DEMO PLAN
COLORADO REG. NO. 306139