HomeMy WebLinkAboutB14-0071 plans approved DESIGN CRITERIA REEMAN - RANDALL LANDSCAPE JOB #130g- Og �
Stair Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 QO psf
Wind { 3 Second Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph { Exp . B )
,. ,,
- EXEMPT T � � �' ; �~ �
Seismic Design Categary - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � x ���� �
• • 2Q12 ( E } GANTILEVERED ��:_����� a�� '���
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6x10 BEAM � y4,> 3 „ 3„ �3�4t� � F,, �t. � ,�.3 �fi �.�,�� ,
IBC/IRC Edition `
{ E) 6x1C7 BERM ``' .�'� ��.�� ��'`��
'# c.� ��•" ' � �
SPECIAL INSPECTIONS: � '� � � � L4x4x3/s x 0' - 5Y2 =
� � �� - �� :
W/{ 2} - 3I4"�b THRU - B4LTS �
shall be rovided accordin to S�ctian 1704. 1 and the statement of special t �= � � TO N CROSS- BEAM ANQ � - � � � � ^" � � v � � � � � � � �� ��
a. Speciaf Inspectians p � �
4• Y ft <-
' tians as re uired b the Town of Vail . ' Y � ` ` � � — �^ � A '�������������
rnspec q y �' �� �'�� �� . I I ( 4) ( 3/�' �x4" LAGS TO ( E) ( E) 6x10 SHOULDER BEAM � � � �j - - � � � A '����'� ��_�`
b . The structural engineer does not provide special inspec�tions. Periodic observations af � � SHOULDER BEAM -
he structural en ineer are nat ta be considered special inspections, 3 M � � � � � � �
constructionby t g I I �.._. __ __ __ __ � ___. _--- _.�_ __ _ _ ___ _ __ ___ __�_ _._. .�.__ ___ ___ ---_ .__ ____
FOUNDATION DESlGN : � � � �
� � � o � /a3 J� 4
a . Foundation design is based on a maximum allowable bearing pressure .of 2000 psf ( dead load � (
plus full live foad ) , based on the ariginal soi{ s report far the construction of the residence. � ��l _ .� � � � � � ,ti AP � __ AT ENQ CONDITIONS
b . Retaining walls have been designed using a lateral pressure of 50 pcf. � � � � � � � � � M TM � � �v v WjGANTILEVER BEAMS , USE � p" c � r��.
c. Footin s shall be laced on the natural undisturbed sail , or campacted struckura! fill per th � � REM4VE ( E) 6x6 P4ST A �1D BEhlT �. EACH SIDE , Ya-" x5Y2" x „ �' � `�'
9 P I CUT ( E) BEAMS BACK FOR ( N } W/( 6 ) - 3/a " � TNRU BOLTS EAC� � Q � � �,
recommendations of the geotechnical enginear, belaw frost depth .
d . This foundati�n has been designed according ta the design recommendations set forth in _ __ __._ �. ___ _. 6x10 CROSS-- BEAM LEG ( 24 TQTAL) �j � �t- �
geotechnical report V- 9095G by Richards Engineering . Th � contractor shall faiCow the �` ' � ` ,�_ �Y �
Z "'
construction requirements from this same report. � �y � � �� � � � �
t"ons of the eotechnical en ine�r. � ��� � � ��, I � o r.
e. Provide continuaus foundation drains per the recammenda i g 9
., t� � ��
f. Since Richards Engineering no long �r axists, a representative of a local geotechnical engineer �
shall verify soils conditions and types during excavation � Report any discrepancies from _ _ �' �� �� �LE: 3f4r> _ � � - Q " � .�' � �
origina! findings ta structural engineer for re- evaluation of foundation design . � �
g . Backfill around and above retaining walls shal ( be campaction - tested per the recommendations I I ( E} WALL ANQ FLOOR �
of tl� e geotechnical engineer. � ► � FRAMING J
1 � ,�
h . Verify type af fill with soils engineer and structuraf engineer priar to backfiiling . ( N ) 6x10 CROSS- BEAM WI / � �
Z �'
CQNN . AS iN SECT. 5fS1 � � ADD 2 " TQ TOP RISER SO
REINFORCED CONCRETE: O �
� � CONCRETE LANDING � � �
a . Concrete design is based an the " Building Code Requirements for Reinforced Concrete" { ACI � ; MATCHES EI�EVATIdN OF ( E) `�
� � DRIVEWAY S�AB W/0 STONE j� � X Q
3 1 8) as a dop te d b y C h a p t e r 1 9 o f t h e 2 0 0 9 I B C .
b . Structuraf concrete sh � ll have � minimum 28- day compressive strengfih ofi 3000 psi , � m �
rete shall be ro ortianed usin T e I - 1 ! sulfate- resisfiant cement. Adrnixtures containing (E) DRIVEWAY SLAB �„
c . C o n c p p 9 Y P SEE PLAN FOR STAIR � � � }
c h l a r i d e s a l t s s h a l l not be used.
d . Cold weather cancreting procedures shall be pravided as recommended in the ACI Manua l o f RISE AND RUN TYP .
Concrete Practice. 7 �. _. � � ..._ ._.... _
e. Expansion boits and epoxy anchors shall be locat �d at a minimum of 6 bolt diamet�rs from SCALE: �!4" _ � ' - 0"
concrete edge and spaced at a minimum af 1C? bolt diameters unless nated atherwise , �� � a
f. Concrete eaverage far reinforcing steel : #4' s @ 12" EA . WAY ° — --� — — — — — —
� "' 4 � tz''
1 . Goncrete cast �agdin �t and permanently exposed to earth . 3 " � �� � � _ � t� � � � �
2. Cancrete exposed to earth ar weather: , � � a °� � � �o. � f���� �,�� �
,�`�r��i��
A. #5 bar and smaller � r � f2�> �#3 CONT. IN EA . s�' � � � 1t
B . #6 through #� 8 bar � NOSING �--� ---�-� -� �' ,�'` ( ��
9 a d e � �h#� +� �. �a� � �
3 . Cancrete not expased to weatl� er or in contact with ground : � .�''��
A . Slabs, walls, joists ( #11 bar and smaller) 3f4" � a �
„ � � /` � DWL, ( N } CONC. WALLS TO � + �
_ .__—� � ./ . x » �� �-���� � �° ���
B, Beams, co{ umns � � f 2 1 '• 23 '> i a � �''� I "'� EPDXI D #NTO �� '� �x424
( E) 6x10 BEAM Y4 f4 ( E ) 6x10 BEAM
RElNFORCING STEEL: � ����
� � Q o U � � ( � �� HOLES C�7 12" O. C . AND ( 2�
a, Detailing , fabricatian and p { acement of reinfarcing steel shall b � in accordance with the ACI " �- � ° � ,,.� DW�S. 1N FTG. , TYP . �
.� �, 1 � ,,,, , f
Manual of Concrete Practice. — — — — — -- —�— — -- -_ — — — — — — — —
b . Except where atherwise noted on the drawings , reinforcing bars shal ( canform to ASTM �� � � � a i � / f �
60 exce t ti�s field bent bars where ermitted by nate ;.� � � �- _ � � �, Q . � + , ��
Specification A615 and shall be grade p , P _ 4 �r,G � ! , ' A
on plan , or bars to be welded , which shafl be grade 4Q. � - - � ° °
c . At splices, lap bars 44 diameters. Do not weld or use mechanicai splicing devices unless � .� .- - - -- -- — ^ — __ � _.. � � � __ � a � � ___ � a . I EDGE 4F ( E) FOUNDATION WALL
s� ecitically approved by engineer, ° �r. ° t t ° � ;° x ���" € 1 �_��
� , ��, � � I
d . At carners, make horizontal bars continuous c�r pravid� cornar bars. Araund op �nings and � " � ' `' `� � � ° � � F , �`�� c� ' � � /+�+�,
� steps in cancrete, provide � { 2} - �5 bars extendir� g 2' - 6 " beyond edge af opening ar step . > �� � � ��� � � �� �� �� �� � �� � �° `��"� p : ��� �� , [ )
e r. � � ' �`�`� '�� �` � � ' ���A�A\��V� � � �, ( � � �'�� � '*►w+/
Extend reinfarcin st�el a minimum of 2 - 6 thrcaugh cold joints. Unless specifica{ ly located � L4x4x�/� x " 0 - 5Y2 ` < ° . � � � � � � � ��; � f r ,�� '� '
e. g � " � � �� � �,,�4
an lan or details, coordinate cald joint locations with engineer. Wj( 2) - 3/4 � THRU - BOLTS ; � � , � v � � , .- ' ,. ` � � E � �
_ P REMOVE ( E) 6x6 POST AND EACH LEG ( 8 TOTAL) � �4
f. Epaxy c� dhesive for reinfiarcing dowels shall be " Hilti" or " Simpsan " or appraved equivalenfi � µ q o m m � a s�
s ry , � i � �
adhesive systems . Minimum embedments, if not spec�fieafly indicated on the drawmgs, shall CUT ( E) BEAMS BACK FQR { N ) � : . , � , - �
' ufacturer' s s ecifications. 6x10 CROSS- BEAM ('"�;
e� man `` �� ` `` � . ��. . �. .�� ���-,� � ' � 12" 4 ONCRETE PIER � � ^
�. be according to th p
Metric bar size conversion toble: `�� � . � �°` . "��"�°. � � � I ( N } C
g METRIG �10 #13 �16 �19 �22 �25 �29 �32 �36 /
� � _ � �
INCH - POUND #3 #4 �5 #6 �7 #�8 �#9 . �1 a �11 ( P�
� SGALE : 3/4�i = 1 ' - Q" � � �n� (�
STONE /BRfCK VENEER : � w
S� 4" FORM VOID BELOW � � �
a. Anchored stone ar brick veneer and its attachments shall conform t4 IBC Section 1405. 6 with FOOTING BTWN . PIEFZS, �
a wire tie to the structura { backing fior every 2 square fieet of veneer. TYP . �
Stane ar brick veneer shall be su �parted on dry- stpck CMU units to the foundation , or 4 SCA�E: �l4" = 1 ' - 4" �
n
b .
pravide steel angle siappart ( cantact engineer for details) . S1 � �
� � � � � � � �
GENERAL REQUIREMENTS: ^ � � �
� � � �
rection and bracin : The structural draw 'rngs illustrate the completed structure ( N ) 6x6 POST �'`� .�
a . Structural e 9 a_�_°--�L---�y� _ �
witf� all e( �ments in their final positions, properly supparted and braced . The contractor, in � � � ,� � �
the ro er se uence, shali provide sharing and bracing as may be required during construction � �� `�� - d �� � }�
� p q 3�$" x3" x1 ' - 0 KNIFE �, J 1 �}
to achieve the final completed structure. Cor�tact structurqi engineer for consultatian �not in ( E) BOULDERS T4 REMAIN , yyf � 2) _ �4,� � „ w � �,
, �
POUR ( N ) CONCRETE WALL THRU - BOLTS, yz,> x � �4 � � � �`J ,�
contract) as required . �� .
b . Constructian practices: General contractor is responsible for means , methods , techniques , AGAINST FACE �yp , c� �
encas and rocedures for canstruction of this project. Notify structural engineer of 5Y2t' x5Yz" BRG . R W/ �.�. � �
sequ p STAlR SLAB , 5EE � ¢
ornissions or conflicts betwean the working dre� wings and existing conditions, Coardinate { 2) - �/$"' � x4" EPDXY ' °- � � � c�
SECT. 4/S1 /,��ji ANCHORS c.� � ��.. � t
re uirements for mechanicalfelectrical /plumbing penetrations through structurai elements with ,��
�i _ ° �t �
structural engineer. Jobsite safety is the sole responsibility of the contractbr. AI ! methads SLOPES _ "�°`� __ /�/��`'%'/��\f � �' �
/ /,� // /j� /�f% r� �� t!) `� � �`
used far construction shall be in accordance with the latest editions of the IBG/IRC . T. t?. W.
Qetails nat s ecificall shown on the drawings shall be constructed in a manner sir-niiar ta the - � 112' - 3 � �� \�`�j\��j\�j\� 112' - 3 r� � /��'/ r`' � � q�
c. P Y � � .I, C� a ���'�'``������� T. 0 . W. (�`�� __ r i i i _ .�',�/;��/,r\ :.�� � � :�-... I
details that are shown for like condifiions. These items shalf be brought to the attention of T. O. W. � 44 ° ���1f � �' � /��/fl��/���..���,,�� � �-�� _.-
saon as ossib { e for a rov�l , Approval shall be obtc�insd prior ta � �
the structural engineer as p pP � � I (
� pt���, . c > — # � ' c � — # ��'�����: yz,r � � � .� °
insta 1 2 5' s CONT. HORIZ. �
er roafin and flashin ' is the res onsibility af the architect and contractor. � � 2 5' s CONT. HORlZ . � � ��i�,,�`i�r��ir � ..� �--� "�'
d. AI1 wat
p 9 9 P � � TC}P & BOT. � TOP 8c BOT. ���/j��fj���`/j� � � � �. �
e. It is the responsibility of the contractar to contact the structural engineer at the appropriate � � - - - - - - - �-- - - - ° ` — I �
tirne to erform site observation visits. Qbservation visits to the jabsite by the �ngir� eer are � ���j�� � �
.�`�f%
P Q �-- � ( 1 ) - #5 CQNT. HORIZ. AT � ��
a conformance with the constructian documents and shall not be LOPES ¢ ( 1 ) - �5 CONT. HORIZ . AT �' � � "� �
f o r d e t e r m � n a t i o n �f g e n e r I S > I
construed as ins pectian . T. Q. L. _ � � w � M I D- H T. a #5 D W L S x M I D - H T. � �5 D W L S x �
f. Thou h every effort is made to provi de a comp le te an d c lear se t o f c o n s t r u c t i o n d o c u m e n t s , � �'ti � - d � � � " � �y„ � � - � � �' " � p ° � � � `� �
� i f 1��;� � .�� ��a \ �\ t\ y``
discrepancies or omissions may accur. Re lease a f t hese dra wi n g s a n t i c i p a t e s c o a p e r a t i a n a n d ti�����f�'�,�' `�r�i�i�i�f " a � � �
I Y2 E X P . M A T E R I A L Y2" E X P . M A 7 E R I A L b
r f�i�r,; ,���%�� �/ p
`\ � � i'�\✓`�/ i�\/\/%�, /,� � �» �'e � � _e:-_ � (\ { \ �
con tinu e d c o m m u n i c a t i a n b e t w e e n t h e c o n t r p c t o r, a r c h i t e c t a n d e n g i n e e r t a p r 4 v i d e t h e b e s t � ��''f i��l,�i ��! U N C O M P A C T E D ``'i�``` %'�f��r��r � `�� " " , r� � � d e s i g r i e d b y
possible structure. These drawings have baen prepared for th � use of a qualified cantractor � ��✓,��`,}�,�,� � ��r �,,� , ��� ti ��i P E R I M E T E R D R I N �
SLOPES ° �f�`ffU� GRANULAR FILL � ° %�ri��',%''i � � . ° KRM
experienced in the construction techniques and systems depicted . ���'`�'�� � � I : o � > � e. �°
� r �i,
Existin structures; Contractor shall be responsible for verifying dimensians, elevatians, T. Q. F. '�� �i, SELQW STAIR SLAB %!i� ' � ° ° � rQWn � �!
9 9 �� ' 1 Q9 -3 109 -3
framin , foundatian and anything else that may affect the wark shawn an the drawings. � T. O. F. o��' � �, �; ; :`� � PERIMETER DRAIN checked by T� N
g T. O. F. ��, - � . . 4__
Under inrtin , shorir� c�nd bracing of existing structures shall be the responsibility of the d•� � �
°� , o-'��- 00 ����� I 5 S U 2 d ��
p 9 9 0
contractor. \ :o%r r� � r rr i �r' �;
� ,,� � �� � A , � .�,,��, ,�� ��� , � ..` ^- �°�'.,�
`i��f ( 2 ) - #5' s C�fVT. IN FTG. `�`'�``i �``~---- ( 2} - #5s CONT. ! N FTG. ```,�...�
� � � _ _ _� _ _ 4„ FORM VOIQ BELOW � `'�`� � �,�,, � PRELIM C} 1 16 /14
� •, 8„ „ � „ 8„ " FOOTING BTWN . PIERS, t�.� � .� . .�. c.�'.� I
° � - ' { 2) - #� Qw�s. X � „ � _ , �YP . � - PERMIT a3 /� 3 /14
> " „ 4» FORM VOfD BEL4W � , „ " " �
6 8 6 8 �OOT�ING B WN . �PI RS,
`�" EXTENDED 3' - 0 INTO � FOOTING BTWN . PIERS, „ , �---�
� � FTG f WALL AB�VE � ( 12" � x 2' - 0 CONC. 1 - 8 TYP , 12 � x 2 - 0 C(?NC . � �� ' - 8 ' TYP .
PIER BEYaND PIER BEYOND (�
� Y4}= ��/2„ � �4�> BRG SADDLE. Ya " SIDE R.' s �
W/( 2) - �/4"� TNRU - BOLTS, 106 ' - 7 ��__1_0__6�' - 7
� Y2>, x5Y2„ x0' - 1Q BRG . �, c, T. Q. F. -Y T, p. F, -- �— T .�---'
� ' �� �- -� � � _ J ��. � � �; �
�p - �. _ � � _ _ � � _ � �. _ _
� . . ,. � V.� � . � » ..�. � � � u �.� �,.Z.. ...�� �
� � N ( 2) - #5 DWLS. x � ( 2 } - �5 DWLS . x �
¢ � � SEE SCHED . FOR EXTENDED 3 - 0 INTC1 EXTENDED 3 - � INTQ
- � � FOOTING REINF. FTG f WALL ABOVE FTG/WALL ABaVE � h �� t
�, r� � - 5EE SCHED . FOR SEE SCHED . FOR
( N ) 6x10 = - - 3/�" "� FOOTING REINF. FOOTING REfNF.
CRQSS- SEAM � EQ. EQ. EQ. EQ .
EQ. 4' - 4" � PIERS EQ.
�
•- SCNED . LENGTH SCHED . WIDTN SCHED . WIDTH
L (N } 6x6 POST
2,> 2 „ Y4" POST SIDE �j'' s
W/( �) - %4" � THRU - BOLTS
' „ , ,a _ > „ 2 SCALE : 3/ " = 1 ' - 0" � SCALE; s ,� _ � ' - p„
g SCA�E: 3/4» = 1 ' �. p � SCALE. 3/� - 1 - 0 4 14 `�
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1 . ELEVATIQIVS OF CONCRETE FOUNDATI4N ELEMENTS INDfCATED ON P �AN THUS: TYf' E 51ZE REiNF4RCING
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