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EXISTING FOUNDATION � cfl �
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2 - LVL 1 3/4 x 11 7/8 THRU 3-2x12 AND 3/4" DIA. PER PLAN � �
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3"WASHER BEHIND NEW �
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3/4" DIA. M.B. BOLTS @ 16"o.c. PLATE BEAM w/20d @ 6"
THRU EA. o.c. (FIELD COORDINATE EXISTING WALL ABOVE TO REMAIN- NAIL
MMBR. TOE-NAILING OPTION TO NEW BEAM w/20d @ 6"o.c. (FIELD DECK FRAMING i
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CONSTRUCTION). FROM BELOW AT TIME OF REMAIN � `oo Z�/
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MAIN LEVEL � � I � $ � o •.R.•��
\ DF# 1 6x12 EXISTING PLYWOOD � --- � :' �
00 KNEE BRACE EXISTWG SLAB TO T O R E M A I N DECK FRAMING � 80'-6" I � ;J� � ;.J
° � R E M A I N AND BUILD-UP TO I I _ � �
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MAIN LEVEL � � � � •�
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ASSEMBLY WELDED ADDING UP TO 1" �" STAGGERED TOP AND BOTTOM
w/CONT. 1/8�� FILLET � D ETAI L C o D ETAI L D D ETAI L E
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STRUCTURAL SPECIFICATIONS 0 � w J
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1 J hll]umbcr tih�il]h�Duu�-I ir,._5�5 nr h�ttur.�ill��nlmanice�l lumk�er shall he 0 - — ro � � V
� , u� O �,j' (�, ' ;l,i" PROVIDE SOLID y
I i�m-f ir�_ti4`�oe I�cttcr{�I] Itut3h�r�vithin I R"of finish grade ur i��c�3ntacl witf7 `� �J BLOCKING�p 4'-0"o.C. U O .,
cem�rc�4mu�;tbe�voln�anized). �'llltii��bers�n:[3oug-1=irtil �3rhetler. C'rE�vidc P� ' � O � �
scrl�d binchin��I R' i] �m ccntcr iii�II di����lr��i�ms. All cc�lumns to be cnnlitiuoics
�eari���to I��u��dalic�n
2) Strucuaral ti��el::hall h4 AS i N1 ,13k�or beuar,tuhe ste�l�;al�nnn�[nc�ied on��lans EXISTING 14"TJI TO REMAIN � � � �
as�1�4.in rn�inu�il zzs 1355 r�ctan�i�lar oi Sc�iiru-c�Fwhic��shall be n500[ira�c L3 � M � �
(I} -�€�ks�]�ir h�ttvr �nchor bullw aiad bolts shall bc�'13f17�sr bellcr. rllf stru�- `� �"�"�
turYl 54ce1 i�lc�h�;dct iilrel,labri�t7le�l painEe� �nd erec�ul tn accc�rciance e+•�ith � � X �EXISTING TOP F.F. Q ^ T
14ISC STf:LL C'[)N51 Rl!C'I I[)i�M,Ai<JUt#L.2f}Lf5 and Cfl6?!�C)F�S I��INDARQ I M � 80'-6" '^
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AISC ancl 1444'S 51 I�l1C'fl.il{Al..11i�'.L1JlN{i LUIJL-:,2UU[l,all elc�;lrc�des l��be ' z � STEEL FLITCH � �
l:l -7(1:CX. Q �S� � PLATE ENDS HERE
3) Slaea�h floors a•ith 3'4""I'arad G ply�vu��d witll nunin�um span rauc��nf 40/2c}or I w JP� � c� � O
l�cu�r an�t;ltie 4vith I'L44J�1. Nail plvw[�n���ill7 1(7d(ir;ti"uc ln al]jnisls,field � � G �` 6
Gc�r�rc�inatctici•cE�nplin�a. 620�� �+p g.2X J
4) Sk��r��fn rni�f.�vidi 3 4"}alyr��oc,sl„ith mini�i�uira����n rsit�n�>c,f 4[]'20 or bett�r. p,6 '� m
itail ply���ocid��i[h I{J�i(ei 6"04 tu all r�tfters. It il[er�spa�c�i al 2q,.��n center rt- I T - - - - — �—_
��tiu�antj e�delition��l la}'cr 176' 0�ly�vc�uc�nailcd In th�r iliers. Z J �
51 Ska43lh all cxtcritrr���11s�+�illi i"rlv`v��ud��ilf�minimutn sp,m raling t�d�?�i�]r�r , � �� �
hct[�r. 1tia�l with 8d(a�(i"oc ln all sltids. E m 3=2 x 12 � O�P� X
61 f.ivc lt�ads us�;c�f4�r d�sigi�- � � �
� . . �
-Iterof-�it}psf szauw. S� A DF#1 6x12 KNEE � ���
-i ln��r-5(]psf residcijli�il. `S� K � I— '� • —r�.t �2 �
BRACE BELOW � � -Q��
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F trth�u rkc. fv�i4( 1R(. 3'-0" 10" DIA.x 4"LAG BOLTS @ � � X ° x ��G��P� EXISTING TOP F.F.
7) /111 c,onstriE�u��n nu�u u�mp14 uitki tka��[}I� h�tcrn�untjal FiuGltiing Codc i� 2�_��� 16"o.c.STAGGERED � � HD5 w/3/4"DIA. ROD �(�� 79'-6"
aduplecl by t}re 1�k�n oi Vail Bi�ile�iitg Uep.ulntent:in�l the (xeiteral L'��nd�tic�ns ol 4-� TOP AND BOTTOM K � �-
v TO BACK OF FLITCH =
t}ae;Cnnti,2u fns-C'nnslrp�;tion"(r'lln 17e��:umcnL A?f}I}. All��mstructinn mi�tit bu � � m PLATE BEAM w/ M �
coin1�ltitecl���tliiri ih��ol�ran�es�escrihecl i»eh�"�esiJ4ntial C'axasiructio�3 I'er- EXISTING = G � co � PLATE 1/4"x 3"x 3" �' J _ �t
�'i�nnance Ciui�elii3�4'as�repar�d hy tlte NA�fI[)NAL A55C7CIA 1[C)V UF FOUNDATI�N TO � N WASHER(2 TYPICAL) � EXISTING 14"TJI TO REMAW �
lit)tl'fF:E3Llll.[71:R'^�. REMAIN c;� � @) � � O
�) .�II heams.jolsts.and raif��rs�xre tn bear iM��orr w�lls or he�nis,or be hung wi�h �' � �- N
5[h4P5i)1� Strc�u�-I it haui�,ers ar aprin�e 4c�urils. � "U210" J N > z PROVIDE SOLI =
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1 I][�cncral L'onlo acicar i:�l0 4onr�inate all diaphrEi,m pcnetralityns{i 4.,�hiinncj s. J� -- +0
plunthin�„��wers,�tc.)llarmi�:l�flo��es walls,rnofs aiid 1oi�ijdali4m walls willi ap_ E _ P�O _ A � , . � ' ' ' �;L
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�1�1� �.I G�T I 1�1 G �.�G�1�l I� 1 . ALL WORK WILL B� GOMPLET�D IN ,4GGORDANGE WITH THE 201I EDITION O� THE � � � O Q
Nf�TIONAL ELEGTRIGAL GODE AND TOWN O� VAIL ORDINANGE 12 S�R1�5 O� 2012 W O U �L �
QO REGE55ED GAN L I GHT �I XTUR� 05 GE I L I N6 MOUNT�D SMOKE D�T�GTOR �OR ADOPTI ON OF TH I S GOD�. � U O � O
REGE55ED GAN L I GHT �I XTUR� Q GM W�LL MOUNTED GP�RBON 2. �XG�PT WH�R� NOT�D AS (E) ALL R�G�PTAGLES, L I 6HT SW I TGHES, L I6HT �I XTURES, Q J J
� �OR WET LOGATIONS MONOXID� D�T�GTOR PHON� Jf�GKS, /�ND N JAGKS ?�RE TO BE N�W P�ND AR� TO Mf�TGH EXISTIN6. � W m N O
5P GE I L I NG MOUNT�D SOUND SYSTEM SPEf�KERS 3. ALL REGEPTP�GL�S P�RE TO BE TAMPER RE515TP�NT TYP�. �i
� WALL MOUNTED �IXTURE � O
m O V
4. TH� ELEGTRIGAL GONTRAGTOR WILL REVI�W THE EXISTING ELEGTRIGP�L PP�N�L, ••
W,4LL MOUNTED �IXTURE Qo SP�P�K�R GONTROL PR�S�NT �LEGTRIGAL LOADS BP�S�D ON �IELD OBSER�/ATIONS AND NEW LOADS m � � J
4 � WITH INTEGRAL SWITGH Bf�S�D ON TH� PROPOSED ELEGTRIGAL � LIC�HTING PLAN �4ND WILL C�EN�Rf�TE _ � � (� �
EXISTINC� LIC�HT FIXTUR�, SWITGH OR Q O � Q
E D�VIGE TO REM,41N LOAD G,�LGUL,4TION TO DEMONSTRt�T� TH,4T THE �XISTING PANEL Gf�N
� EXHAUST F,4N / L I C�HT AGGOMMODATE THE P�DDED LOADS. SHOULD I T BE D�TERM I NED THl�T TH� PANEL = a J r /
F/L �XISTINC� LIC�HT FIXTUR�, SWITGH OR IS I MP f�GTED BY T H� ADDED LO ADS, A L IG�NSED PRO��SS IO N P�L E N6 1 N EER W I L L
�R D�VIGE TO BE R�LOGATED B� R�QUIRED TO D�516N ANY N�GESSf�RY GHANG�S TO THE PANEL /�ND OR M/�IN
� SIN6LE POL� SWITGH S�RVIGE LIN�. � �
,4G P�BOVE GOUNT�R �. � MINIMUM O� 75gb O� ALL NEW LIGHT �IXTURES AizE TO BE FITTED WITH � �
�D SINGLE POL� SWITGH WITH DIMMER HIGH-���IGANGY LP�MPS. � �
+X" MOUNTIN6 HEIGHT ABOV� FINISH FLOOR �
� 3 THREE-W1�Y SWITGH 6. NO NEW �XTERIOR LIC�HTING IS PROPOSED. (3) EXISTING �XT�RIOR R�GESSED � M �
L I6HT �I XTURES f�R� TO B� REMOVED. � �
� � JP�MB SWITGH -1. VERIFY THE LOGATION O� ALL NEW AND R�LOGATED LI6HT �IXTURES, SWITGH�S � �
� T�L�VISION JP�GK
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Mechanical Specifications
General Insulation ��= N,
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1. Immediately notify the engineer of any discrepancies. 14. Exposed-Insulate all new HEATING WATER, DOMESTIC HOT WATER&DOMESTIC HOT WATER � � �
RECIRCULATION i in with U.L. a � roved white all service lass fiber sna -on i e insulation. � � �
P P g PP > > > g � P � P P Sl'M. DESCRIPTION C,4PACIT'�' ELECTRIC MANU�. � MODEL REMARKS �y -- � �
2. Do not scale drawings. Verify dimensions in field prior to commencement of work. Insulate fittings with glass fiber blanket insulation and premolded PVC covers. � �
� � � �
3. Work shall be performed in a workmanlike manner to the satisfaction of the architect&the engineer. 15. Concealed- Insulate all new HEATING WATER, DOMESTIC HOT WATER&DOMESTIC HOT ��1�N�p -ru�� 520 BTU/L� N,q�-ppN BARE �LEM�NT ICUSTOM �NCLOSUR�), �— � �
WATER RECIRCULATION piping with Armacell AP/Armaflex flexible elastoineric thermal insulation. FTE-2 ELEMENT »m�� AW7 ' - �}E,qT-B�4SE �5� 3/4" COPP�R PIPE, C�
4. Labor, materials, and equipment shall conform to the latest applicable editions of local, State of Colorado, Insulation shall have a thermal conductivity of 0.26 Btu in/(h ft2 F) or less and must have a UL 94 SV-A i C�PM, m.5 P.D. 2-i/8 N X 2-1/2 W FINS �+ � � �
and National Codes and ordinances. If conflict between those publications exists, the most stringent rating. � � � �
requirement shall apply. ,� � � �,
16. Insulation thickness shall be as follows (in compliance with the 2012 IECC, refer to footnote "a"). 3„ TOP O� C�RILL� TO �4Av� A �
5. Provide record drawings to architect. Drawings shall include all addendum items, change orders, � APPROX. MIN�MUM OF 24 SQUAR� INGI�ES OF * �. O x �
WALL �REE AREA PER LIN�AR FOOT OF �"
alterations,re-routings, etc. Pipe Service Insulation Thickness U-►
HWS/R 1 inch BAS��DARD. � � � � �
6. The drawings show the intent of the mechanical systems but do not show all details required. It is the — � � w
responsibility of the contractors to install complete &operable systems, which conform to the PiUing W � � � w
manufacturers' installations instructions & industry standards. ��2�� ��2�� u� — � � 2
17. Heating Water piping- Type 'L' copper water tube,wrought copper fittings, and no lead solder. MAx. � � MAx. � � � � �
7. Systems shall be tested for proper operation. If tests show work is defective, contractor shall make FTE-2 F(NNED TUB� ELEMENT. � � � O�
corrections necessary at no cost to owner. 18. Copper pipe Valves and Specialties: � x i �
� � � � o
8. Coordinate architectural, structural, electrical, landscaping, fire protection, and interior design drawings Gate Valves: Bronze, Class 125, 200 lb. W.O.G. BRAGK�T TO SUPPORT FT�-1 � � �
with mechanical drawings prior to installation. Ball Valves: Bronze, Class 125, 200 lb. W.O.G. �� � c�
Check Valves: Bronze, Class 125, 200 lb. W.O.G. �" MINIMUM �� �" � � �
9. Offset piping, ductwork, etc. as necessary to accommodate structure,beams, columns, and existing Balancing Valves: 125 psig w.p. for 250F service tight shut-off, Illinois dual-purpose,balancing/sh�ut-off �„� � � �
equipment. valve, Hoffman, Sarco, or equivalent. �
OP�NINCx A7 BOtTOM O� l"'�� �
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Remodel& Demolition 19. Support pipe with rod and clevis or clamps. No pipe tape allowed. �NCLOSURE TO HA1/� A MiNIMUM �� � �
OF 36 SQUAR� INCN�S OF FR��
10. Visit site prior to bid and verify the conditions. Include in the bid, costs required to malce work meet 20.Dielectric Unions -Furnish and install a dielectric union at all connections where non-ferrous material is in ��� AR�A P�R L INEAR �007 O� Sea I 3
BAS�BOARD. �
existing conditions,whether indicated or not. contact with ferrous material and fluid in not protected with corrosion inhibitors. ,_,����'�'����G�c���� � �
���`Y.k�rh� � ,�� F���� �
1 L In as much as design for remodel and/or rehabilitation requires that certain assumptions be made regarding 21.Install shut-off isolation valves at all hydronic baseboards and kickspace heaters. Valves shall be accessible. :-:: ���;
existing conditions and because some of these assumptions cannot be verified without destroying otherwise �LOOR = 3/11/14 �"� �
adequate or serviceable portions of the building. The engineer cannot assure the owner or the contractor Controls : �� : �
that the professional consulting services herein encompass all contingencies. Field coordination during ��.� � � �.����, � �
construction is imperative. Contractors bidding this work must make reasonable allowances for unseen 22.Mount all thermostats 5'-0" above finished floor. �' •. ..��..•'�,�`�� � 0
conditions. ���k��O� �����0��� �I ���O�l��� ���f���� � 1� ��,��pNA������ �
23.All thermostats shall have a temperature range suitable for the application and have adjustable set points. � �
12. Field verify locations of all existing piping, equipment, ductwark, etc. The thermostats shall be able to display temperat'ure setpoint and room temperature. All thermostats shall ND �'jC,p,�� � � �
be approved by the owner. � N
13. All new ductwork,piping, equipment, etc. is shown with dark lineweight. All existing ductwork,piping, � � 0
equipment, etc. is shown with light lineweight. � ����� � �
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