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THIS SPACE IS FOR STORAGE ONLY. STAIRS
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CAPACITY OF 25000# • • a{ CO C
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�1 • CONCRETE HATCH AREA DENOTES POURED-IN-PLACE CONCRETE 1/4" = 11-0° EXI ITIING FOUNDATION I 0
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REPLACEMENT FOR REMOVAL OF NATIVE BOULDERS.•Il
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THESE CONSTRUCTION FOUNDATION P LAN - TIE BACK OPTION Co '
MENTS ARE A
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SUDOPPLEMENT TO REPORT NORTH III IIII III) p 111111
AS PREPARED BY TMC • CONCRETE HATCH AREA DENOTES POURED IN PLACE CONCRETE 1/4" = 1'-0"
DATED 15 JUNE 2017 REPLACEMENT FOR REMOVAL OF NATIVE BOULDERS. ' Ill
DENOTES MICRO-PILES WITH A MINIMUM WORKING CAPACITY OF 25,000#PER PILE III)11111 11111 III1+IIIII
INSTALLED TO A DEPTH COORDINATED WITH SOILS ENGINEER AT TIME OF
1 COGGINS AND SONSCONSTRUCTION. O,OINCDINATE.AND SOILS ENG NEEER AT TIME OF DRILLING OF EILDE WITH
6 COORDINATE LOCATION OF ALL UTILITIES PRIOR TO PLACING MICRO-PILES. S I OF 3
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STRUCTURAL SPECIFICATIONS LJ L-J •1--
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i, 1) All cast in place concrete must be made with Portland cement and attain mini- t--� -(
mum compressive strength of 3000 psi after 28 days(minimum compressive ---I
strength of 4000 psi after 28 days for concrete used in slabs). Design based upon F--t >C F-1 E v a
I, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI y. N g
318),2011. Concrete placement to conform with"Construction Requirements"as ALL FINISH REPAIR
defined in ACI 318. All exposed edges of concrete shall have%"chamfer. Con- moi. • q
crete work shall not have any cold joints unless authorized by the engineer. Use TO MATCH EXISTING I EXISTING FRAMING TO �•0°��s ��''..
i bonding agent between concrete pours. " / • REMAIN a/ S � _
1 2) Reinforcing steel is ASTM Grade 40. Reinforcement placement shall conform to 0� !V�••o ____�
MANUAL OF STANDARD PRACTICE,2001 as prepared by CRSI. All lap EXISTING FRAMING TO >C" ��'
splices to be minimum 36 bar diameters,all horizontal reinforcement to be con-
tinuous around corners and at wall intersections. Minimum reinforcement protec- REMAIN �_ / '1 X BASEMENT ACCESS [i
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-concrete poured against earth 3" ,...S110-.... ... OPENING PER CODE ; O r •(_�� 'v
-concrete poured m forms 2" r •o'••• '
-concrete slabs 1" ��� ... p•• ��
_}3) All lumber shall be Doug-Fir#2 S4S or better,all wolmanized lumber shall be 3-2x6 HEADER PER 4. � , - '/
Hem-Fir 4€2 S4S or better(all lumber within 18"of finish grade or in contact with
THESE CONSTRUCTION O
concrete must be wolmanized). Provide solid blocking at 8'-0"on center in all PLAN DOCUMENTS ARE A Z
diaphragms, All columns to be continuous bearing to foundation. All framing SUPPLEMENT TO REPORT W W
that is rotted from moisture exposure must be replaced. AS PREPARED BY TMC m 2
4) Live loads used for design- •
• - DATED 15 JUNE 2017 2 W
-Roof-80 psf snow. W
-Floor-50 psi residential. > V W
-Deck-100 psf. 0 q
• -Wind-90 mph(3 second gust),Exposure B. Z J 0
Earthquake-Zone C-IBC. Lk w
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5) All construction must comply with the 2015 International Building Code as Cr) CC
adopted by the Town of Vail Building Department and the"General Conditions ofI-
the Contract for Construction"(AIA Document A201). All construction must be U 2
completed within the tolerances described in the"Residential Construction Per- CO 0 Z
fomranee Guidelines"as prepared by the NATIONAL ASSOCIATION OF 51 U1
HOME BUILDERS. 0 W
6) Construct walls as follows- J co
-Interior-2x6•(i-# 16"oc. m 010
7) All beams,joists,and rafters are to hair upon walls or beams,or be hung with a M Q
SiMPSON Strong-Tie hangers or approve equals. W * O
8) All structural members are shown in their final positions properly braced and sup- V I- J
ported;during construction it may be necessary to temporarily shore portions of - a 2 OU
the structure while other portions are being constructed. Contact the engineer for - O a
consultation as required. CV ,. Q J
9) General Contractor is responsible for all non-specified connections,contact engi- EXISTING W .1 > >
veer for details as required. The engineer is to approve all structural substitutions. Z Q
,, f 10)General Contractor is to coordinate all diaphragm penetrations(i.e.,chimneys, SLAB-ON-GRADE
plumbing,sewers,etc.)through floors,walls,roofs and foundation walls with ap- TO REMAIN 0
propriate sub-contractors. General Contractor is responsible for the means,meth- POU- D-IN-PLACE 0
Ms,techniques,sequences,procedures,workmanship,seasonal scheduling and , CC
MATCH EXISTING -I 1 CRETE CV
1 job-site safety associated with this project. The General Contractor is to verify all PER SECTION H • Pi w
dimensions and elevations with the architectural drawings. Notify engineer of all — A/SI
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` conflicts and omissions between various elements of the workingdrawings and 'te.-c eY:•�• •:• •.-c' •`�• / a
g • •sz __t"' .
! the existing conditions prior to commencing with that portion of the project. *.t`s-V_. •*M •° • °a •
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1 General Contractor is to inspect remodel projects and verify prior use and proper t11=III=III=�III .
disposal of existing materials(i.e.,asbestos,etc.)as required by code. Identity of -111=111=111111_ ° (0
all existing hidden structural plans based upon architectural and structural plans I�-1�1=1111�1_II Z_ J
1 by LUNDELL ARCHITECTS+ASSOCIATES,PC and S K PEIGHTAL EN- =111-111 -III _ __ ° tg
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GINEERS dated 9/11(97. I-111=111=-I� 111=111=tau III-111-I1t ' a 0
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I I)All materials exposed to exterior and or moisture conditions shall be treated for EXISTING -Ij1=III=11 _ 111=111=111--_ -III-
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1 these conditions(i.e.,chemical treatment,staining,painting,damproofing,mem- FOOTING TO -111=III= III111= -
branes,flashing,etc.)as required by code. All materials to be treated or ''=111=III=III==111=III=111=1�1t11111117_,
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protected for fire resistance as required by code. -
12)Micro-pile design based upon reinforced grout pile size and length as determined 11111111111119111111116
each
pile designer and installer with minimum working load capacity of tails. # DETAIL B - TIE BACK OPTION
each instilled in accordance with manufacturer's specifications and details. Mi- B cro-piles to be installed a minimum 10 feet into undisturbed soils.
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• THIS DRAWING IS NOT A SURVEY,THE PURPOSE OF THE DRAWING IS TO REPRESENT ,�/$„ _ ,�,_O„ NORTH , 07 ��_til
THE APPROXIMATE SIZE AND LOCATION OF THE TEMORARY DEBRIS FENCE AND THE - ��� e .- /fir-
HOT TUB DUMP ZONE FROM THE UNAUTHORIZED CRAWLSPACE EXCAVATION. 4.4t;04,-----•••-
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SLOPING DOCUMENTS ARE A i
CASOLAR DEL NORTE - HILLSIDE SUPPLEMENT TO REPORT GENERAL CLEAN UP NOTE- ALL LOOSE BOULDERS AND COBBLES, W
COMMON AREA / AS PREPARED BY TMC SLOPING AND FLAT FILL AREAS MUST BE REMOVED TO ORIGINAL
DATED 15 JUNE 2017 GRADE. REPLANT ALL DISTURBED VEGETATION TO ORIGINAL
CONDITIONS---- ..---- r . CONSULT LOCAL LANDSCAPE ARCHITECT TO1 g
i OVERSEE AND APPROVE ALL REPLACED GRASSES AND PLANTS. Q.
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