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AGENCY
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Aprd 28, 2006
Charlie Davis
Chief Budding Official, Town of Vail
75 South Frontage Road
Vad, CO 81657
RE: PROJECT: Glazier Remodel
PLAN REVIEW: B06-0064
ADDRESS: 680 W. Lionshead Place Unit 705
Dear Mr Davis
Colorado Inspection Agency has completed a review of the following documents
Plans
■ 2 sets of complete architectural plans
■ 2 sets of partial mechanical plans
Please see the enclosed memo regarding bedroom 2 and the ceiling height.
These documents were reviewed only for their conformance to the provisions of the 2003
International Building Code, 2003 International Mechanical Code, 2003 International
Plumbing Code, 2002 National Electrical Code, and 1998 ICC/ANSI A117 1 Colorado
Inspection Agency finds the documents submitted to be complete for construction and
ready for issuance of the budding permit Please see attached conditions of approval
Sincerely,
Matthew Royer
Building Official
Colorado Inspection Agency
Enclosure
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Conditions of Approval:
MEMO
Scope of work includes removing the non-compliant wood floor structure and replacing it
with compliant framing construction and finishes, removal of a non-compliant steep stair
and replacing with a compliant stair
Renovating and bettering the fire and life safety concerns has created an issue of .
headroom in Bedroom 2 Bedroom 2 was forced to become a smaller room to provide
the required headroom at the stair This bedroom no longer complies with minimum
headroom requirements as a result 7'6" headroom is provided in a portion of the
bedroom, but not 50% as required by section 1208 2 of the International Building Code
I would recommend approval of this application and non-compliant headroom in
bedroom 2 based on the following
o Fire and Life Safety is being improved by the applicant's removal of the
non-compliant combustible floor
o The renovation improves the stairs to the 2"d floor of the condo
o Bedroom 2 has a portion of the room that complies with the minimum
headroom requirements
This plan and recommendation has been discussed in depth with the Town of Vail's
Plans Examiner Chris Gunion Chris is in agreement with this recommendation and has
also visited the site prior to submittal of these documents for review
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:Co�arada� Ins ��ct�on
AGENCY
COLORADO INSPECTION AGENCY PLAN REVIEW COMMENTS
TO: Contractor Architect Enqineer
T Square Builders Architectural Serv MJ Mueller
Thom Conville
FAX/EMAI L: 827-5482
NUMBER OF PAGES: 2
FROM: Matthew Royer
DATE: 04/24/2006
BUILDING PERMIT#: B06-0064
OWNERS NAME: Unit 705 Remodel
SITE ADDRESS: 680 W Lionshead PI Unit 705
SUBDIVISION:
OCCUPANCY GROUP: R-2
TYPE OF CONSTRUCTION: I-B
NUMBER OF STORIES:
The design documents submitted for this pro�ect have been reviewed for compliance with the locally
adopted codes and amendments The following comments must be addressed before a building
permit is issued.
For processing:
Please submit (2) complete sets of revised construction documents containinq the requested
information or plan revisions with all revisions clouded or otherwise identified.
Please respond in writinq to each comment bv markinq the attached list or creatinq a
response letter. Indicate which plan sheet, detad, sqecification, or calculation shows the
requested information Please send revisions to the attention of the qlans examiner with the
building permit application number noted
Responses such as "will comply with code" are not adequate. Revised drawings must
clearly show code compliance.
A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL.
Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamp, siqnature,
registration number and date on the cover paqe of any structural calculations, all structural details
and structural sheets of the plans For commercial or multi-familv pro�ects all sheets of the plans
must be stamped
Re-submittal may be made to the Town of Vail Building Dept.
C�Documents and Settmgs�nroyerUvly Documents�Plan Review\tov-b06-0064 DOC
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BUILDING DEPARTMENT COMMENTS:
Architectural Comments:
1 Please obtain an Asbestos Abatement removal report and apply for Asbestos Abatement permit from
the Town of Vail
2 Type I-B construction requires an exterior wall rating of 2 hours The plan currently shows an exterior
wall assembly of 1 hour Please amend plans to show a 2 hour exterior wall assembly
3 Provide listed penetration details for rated walls and ceilings penetrations Example-Annular space
around the dryer duct
4 Bedroom 2 ceiling height does not comply with minimum code requirements Required ceiling height
(7'-6") is required in 50 percent of the required area for the space More than 50 percent of the
required room dimension is less then the required ceiling height Please amend plan
5 Amend plan to include the rise and run for the new stair
Plumbinq Comments:
6 Provide a plumbing plan for this pro�ect
7 Amend plans to show a drain pan under the new water heater Also include the location of T&P relief
drainage and drainage for the pan
8 Provide specifications for the 2 under counter water heaters shown at the kitchen
Mechanicai Comments:
9 Provide a 2"d floor mechanical plan for this pro�ect
10 Provide location of exhaust fan and venting for the upstairs bathroom
11 Provide location and ducting for the clothes dryer
12 Provide location and ducting for all exhaust fans
Electrical Comments:
13 Provide electrical plan for remodeling of this residential unit
Structural Comments:
14 Provide structural calculation to show the imposed loading from the new Column ad�acent to the deck
is transferred to a bearing wall or column below
Please refer to the cover sheet for information and instructions for resubmitting plans The recheck of plans
usually occurs withm 3-5 working days of plan resubmittal In order to avoid delays please check all requested
information is included with the resubmitted plans
Plan Review Comments
Matthew Royer
Building Official
Colorado Inspection Agency
970-904-0460
C�Documents and Settmgs�nroyer�Nly Documents�Plan Review\tov-b06-0064 DOC
,5ent By: Architectural Ser�ices, PC; 9709267610; Apr-28-06 3:51PM; Page 2
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April 28, 2006
M�tthew Royer
Colorado Insp�c#ian Agency
Re Antlers Lodge Unit 705 Permlt Na B06-O�F4
De�r Matt�
The fallowing information is being provided in response to y�ur Plan Review Comments Dated
4-24,06 fQr the abave referenced project
Architectural Comments
7 It is aur underst�nding th�t a permit was issued to �nv�ronm�n#al Ab�tem�nt Servic�s
and the removal has alre�dy beetl comgleted.
�', The exterir�r w2�lls are npt bearing Per Table fiD2 of the I�C the required rating �s only
1-Mr.
,�' Note No_ 8 of the FIREPROO�ING AND ASSEM�LEY NQTES on sheet A-5 requires
that the Contractor have us review all penetrattons after rough-in of inecharncal,
plumbing and efectrical artd pnor to installation�f�nsulatidn A#that time we wiil give
them the�ppr�priate assert�hly fot ea�h type af penetration
� �er aur TefephQne conversation an 4-26-06, you�onfirmed with Chris�urnon af the
Town of Vail Building Dep�rtment, that this is not an issue
,fd: The rise and run far th�sta�r are �ndicated in the Stair Section pn�heet no A-3.
Plumbing Commen#s_
� From our conversation with Chr�s Gunion, +t is our understanding that fhe Town af Vail
Budding pepartment is not requiring the requ�s#ed inform�#ion.
M�ct�anical Gamments-
. From our cQnversation with Chris Gunion, it is our underst2�ndfng that the Town of Ua�l
Buiiding D�partment is not requiring the requested inforrrtat�on_
Eiectr�ca!Comments.
�Fram our conversation with Chris Gun�on, it is our understand+ng that the Town of Va�l
8uilding Department is not requ�nng th�requested mfarmafion
,Sen� By: Architectural Ser�iees, PC; 9709287�10; Apr-28-06 3.51PM; Page 3/B
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Matthew Rayer
�olarado Inspectian Agency
An#lers Lodge Unrk 705
Permit Na. BOfi-Df}6�4
Apral 28, 2p�6
Page Z
Structural Comments:
1 Refer ta attacFied letter from Mu�fler Engineering ~ -
We hope that the �bove infdrmatian wdl answer all you qu�stions, resolve the outs#anding
�ssues and wdl�Ilow you t�issue the�auiiding permit as soon as possible
Please call if yo� have any questions or require �dditionai fnformation.
�mcerely,
ARCIjl�ECTURAL � CES, .C.
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I �rf�fzG �� -_--
I
anny S r
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, S.ent B_y: Architectural Ser�ices, PC; 97092B7fi10, Apr-28-06 3:52PM, Page 6/6
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141r.UaBny Swertfcggcr
ARCHTTECTUR.AL SERVICES,PC
��Box 385
Edwards,Colorado 81632
Sub�ect: Unit 705, ANTLERS LQI]GE
Vail,Colorada
Dear Danny:
At the request of the"Plan Revtew Co�nrnents"as prepa�red by the�olarado Inspection
Agency(Building Pemyit#B05-OOb4)dated O1/24I20a6,this oflic�is commentang an
Itern#14. See stnactura!plans and spec�cat�ons dated 10 Marct�?046 as prepared by
thiS��c�_
�lace�n�r�t af t�te TS 3�c 3 x �/�Cplull]Il!i]�11C COx'1'�Ct p�BCC 13 C'Cl1CL8I. G-fi"tlxic�pieaes of
prestt�ss concncte wall panels and 6-do�bie Tee tlaors axe stacked beneath this calumn
(s�e Sectian BfAl3 on originaI conshucrion documents}. The walls beneat}�t�.e new TS
�olumn are shear walls only,tIae p�rty walls between ur�its�u�e tt�e load-bearing�lemarts
af th�buildirig, The shear walls anrd supparting faundati��have'plenty o�'additional
capacity far a n�w minitnal gravity 1oad. The TS column is to bear upon the d�uble-xee
f�oar ar�c[k�e centered aver the 6"prestress wall�Sa»el below(s�e Section�1IS1),with
centerline vf the'r'S coluxnx�at least 3"from the end of the preslzess wall panel below.
I7uring the design prucess,the TS cotutx�n was pushed w�st saightly to accommodate the
width af the W 10 x 54,wi�tch actually pushes the TS CDIlli2]II�lllC�1�F DritU t�8�"prestress
wall panel.
If you h�v�any addri�o�al questtons rcgarding this matter,please contacE this of�Ce�t the
phone number showxi below� '
Sinoereiy
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C�vd archrtc[tur�i �nd struttur�l er�girieering i p.o. box 274� vail, eolorado 81656 47t�-262i 476-2637 (pfVC)
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� G��l�i���. GD�IST�UGT I O�l �IOT�s : �� DA YM 9
1 THE GONTRAGTOR 15 TO GOORDINATE ALL WORK WITH 'HE ANTLERS LODGE 6ENERAL MANAGER, SW FEG
' � . . • , a , • , a 4 � . , a , PRIOR TO THE START O� GONSTRUGTION AND f�5 REQUIZED DURIN6 THE GONSTRUGTION PROGESS ,�
�
r` � 2 THE GONTRAGTOR WILL �/ERI�Y Df�ILY WORK ST�RT AN7 STOP TIMES WITH THE ANTLERS LOD6E �i
DN BATH-2 GENERAL MANAGER � .c^'
� -��_ � 3 ALL BUILDING GOMMON AREAS ADJAGENT TO THE AREn O� WORK ARE TO BE PROTEGTED AND SFD RC'
� ° . i , KEPT GLEAN DURIN6 THE ENTIRE WORK PROGESS ,
f o 4 UNLESS APi'ROVED BY THE ANTLERS LOD6E GENERAL }1ANAGER ALL DEBRIS �ROM DEMOLITION � N
, T O PLYWOOD BEDRQOM-2 I ( . i AND NEW MATERIALS �OR GONSTRUGTION ARE TO BE S�ORED WITHIN THE UNIT BEING WORKED ON
_ , „ i� m o
EL 8-5 5 THE GONTRAGTOR SHOULD NOTIFY THE ARGHITEGT OF �NY DE�IGIENGIES IN THE EX15TING � �O
� * , • �{' GONSTRUGTION AS IT RELATES TO QUALITY, SP��ETY 1�N� BUILDIN6 GODE 155UE5 � � �' _ �_,
e ��� '� . 6 THE EXI5TIH6 SPRINKLER SYSTEM IS TO BE REPLAGED (5EE BUILDING GODE NOTE NO 4) v " �
� � �
' I I I I ( pu � � -f EXISTING WINDOWS TO BE REPLAGED AS REQUIRED, REPAIR THE EXISTING STUGGO TO MATGH } � Q O
� . I I I I, ( � � TEXTURE AND GOLOR f�ND PROVIDE GONTINUOUS GAULk BETWEEN THE WINDOW �RAME AND � � � �
---- -- --- -- -- - -- -- - --- - �, i STUGGO WITH GAULKING GOLOR TO MATGH THE STUGGO, � X [Z/ �
l (S� O d
� � 8. �LL EXi5TIN6 �IN15H MP�TERIALS, GARP�T, GOUNTERS, G,�BINETS, APPLIANGES, INTERIOR DOORS, � �
, � - \ OP�N TO � � � PLUMBIN6 �IXTURES AND FAUGETS ARE TO BE REPLAGED THE NEW MATERIALS ARE TO BE � 'n
�
i j . LI�/IN6 - - - BEDROOM-3 ! S�LEGTED AND APPRO�/ED BY THE OWNER � � �
I � , B�LOW � , I � O � r�
� � , i ! � q VERIFY ROUTING OF DRAIN PLUMBIN6 FOR THE SHOWER THAT REPLAGES TH� EXISTIN6 TUB {— � N
� ' � � � � � ; SHOULD IT BE REQUIR�D, GOORDINATE REMOVAL OF E�ISTIN6 PREGAST GONGRET� STRUGTURE � Q- �
� ' - � ' ! i WITH THE STRUGTURAL ENGINEER /�5 REQUIRED, REPAIR ALL DAMAGE TO THE UNIT BELOW AND �J Q �
' ' i ; � SPRINKLER LINE Q/ �
�--DEGK i \�-r ' / �NGLOSURE � ' �INISH TO MATGH THE EXISTING SURFf�GES IMPAGTED By THE WOizK �/ERIFY THE SHOWER DOOR 1— �
' BELOW-�, �� ; i TYPE AND D�51GN WITH THE OWNER � �'
' / � _ " �, BELOW , T O GONG. EX'�RIOR � � _
� ; ; � , i � EL = 9'-O" GORRIDOR � O. PROVIDE A �ULL WIDTH x +/- 12" TALL TILED NIGHE WITH A SLOPED SILL �/ERIFY HEIGHT O� SILL � (� Q-- '
, � , � '� I WITH THE OWNER AND TfLE GOURSING �ND THE HEIGHT Q� TH� OPENING FOR FULL TILES VERIFY � �
; " SHOWER DDOR TYPE AND DESIGN WITH THE OWNER '
,
� � 1 1 TYPIG,4L INTERIOR W�4LL5 ARE TO BE 5/8" DRYWALL O'�l EAGH 51DE O� �-5/8" OR 6" METAL
-� 5TUD5, UNLE55 NOTED OTHERWISE PRO�/IDE M R DRYI^ALL IN DAMP AREAS AND I/2"
a, • � � . -: , , • . . • . — a• . � . � • GEMENTITIOUS BOARD AT THE SHOWERS
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I 12 PROVIDE 5/8" TYPE "X" DRYWf�LL AT EXTERIOR WP�LLS SEE A55�MBLY NO 3 ON SH�ET A-6
13 PROYIDE A DE51GN BUILD ELEGTRIGAL SYSTFM IN AGGORDANGE WITH THE 2002 EDITION O� THE
"NATIONAL ELEGTRIGAL GODE" WITH THE FOLLOWING BHNG GONSIDERED ' � �
�X I 5T 1 �1G U�1°�� ���1�� ��OOfi� ����1 A THE EXISTIN6 PAN�L IS TO B� REPLAGED WITH ONETHP�T HAS THE GA�PAGITY TO �
AGGOMMODATE THE POWER REQUIREMENTS f�5 RE�UIRED, UPGRADE THE SERVIGE TO THE � �
PANEL �ROM THE METER ROOM �
SGALE• i/4" = I'-O" NORTH B THE EXISTING ELEGTRIGAL BAS�BOARD HEf�T IS TOBE REPLAG�D WITH NEW TO PROVIDE THE O
` REQUIRED AMOUNT O� HEAT �OR THE UNIT ,45 REQIIRED BY THE TOWN O� V�41L, PROVIDE �
• HEAT LOSS GALGULATION TO SUPPORT THE f�MOUNTOF HEAT BEIN6 PROVIDED �
a , G PRIOR TO SIZIN6 THE NEW ELEGTRIG�L P�N�L, VERFY THE POWER REG2UIREMENTS O� �LL
. /�PPLIANGES AND MEGHANIGAL EQUIPMENT TO BE PP.OVIDED , � Q
+ D. THE DE516N AND GOLOR OF ELEGTRIGf�L DEVIGES, �RIM GO�ERS �ND LIGHT �IXTURES ARE TO � � �
• BE SELEGTED AND APPROVED BY THE OWt�E�2 �
, rn O
E PROVIDE A TYPED IND�X �IX�D TO THE INSIDE O� -HE PANEL DOOR INDIGATING WHf�T IS ON -�
— , � , e . a a EAGH GIRGUIT � V / O
� • • � • G � • � d 6 ° � � 4 �
, 14 DIMENSIONS TO EXI5TIN6 WALLS ARE TO Ff�GE OF DRYNf�LL OR PREGAST GONGRETE J
\\ i i ' � g,4-r�.{_� DINiEN510N5 TO PROPOS�D WALLS ARE TO THE �AGE CF STUD � � y
, � � _ 15 PRO�/IDE SHOP DR/�WIN6 O� GONGR�TE FILLED METAL PAN STAIR �OR ARGHITEGT'S REVIEW AND O �
� � � APPRO�/AL � �
I 16 PRO�/IDE SOUND INSUL/�TION f�T INTERIOR WALLS f�ND CEILINGS A5 DIREGTED BY THE OWNER �
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BEDROOM-I I I I � �'
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�P � � �� ���o� � °r � o� �o-r�s : �
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_ _�; ;
- - - - - - - - - - - O � �� � 1 PRIOR TO START AND DURIN6 DEMOLITIDN THE GOATRAGTOR IS TO �ERI�Y THE LOGATION•
- - - - - -- - - - - - /
� ELEG j O Q li I EXISTIN N6, FIRE SPRINKLE M HANIGAL p.NDELEGTRIGAL 5Y5TEM5 AND PROTEGT T E
i i DINING � � PEaNEL- � - -�; � �ROM � R��pROVED� `�'�
� LI�/ING I I ; i 2 • S ������t�P��1��MINE �lALLS AND GONSTRUGTION TO BE � ��a Date 3/10/06
I I K I TGHEN ' � ildm a ety an Id nspection Serviceg
O �
To GONG Sectio Revised•
LINE OF I I 3 THE E�i LOOR SYSTEM AT THE UPPER LE1�EL 15 TO BE R�MOVED IN �"' ,�,,'�.�,
� DEGk � � EL = O'-O" SPi�INKLER LINE � � P� e .���9deVi�hf�tFor{��s���{�jRETE PND STEEL GONSTRUGTION (SEE STRUGT) �
EXTERI OR e uance or granting of a permit shall
ENGL05URE � � GORRI DOR ent be con�strued to be a permit for�oran approval of,any violation of
RBOVE — � � y of the rovisions of this code or of any other ordinance of the
—�� jurisd�cUon. Permits presuming t�o'n iv3 authority to vlolate or cancel thg APP�tOVE�
' ' �( � _ provisions of this code or ances pf ' ' diction shall not be S�b�ect to inspection and Compliance to all w
FIN GLG. I ' vahd. The issuance
GA5 ' � � � I I ' " ENTRY, � Per►ni ased on ru n documents and rel�vant Adopted Bwidmg and Municipal Codes.
, � '�� ,-� EL - �1_6 other data shall not vent t tldin cial fro re uinn the
LINE � � `-� B O ENGL � � , � correction of error the co t q 9 Chan es m Plans MUST be approved.
� � _ �� _ �,_2„ ; � bwlding off�c�al is so auth t en nd other data.ThA
i I structure where i v IaUo a��Y or use of a Da�D 5�28 ZO� gy_��. � J
� � this junsdiction. r of other ordinances of Coce• 20 0 3 / �
a a d 4 a a p�g EXqM�N � Colorado Inspection Agency � N 5h t Numb
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, ������ T�oc� ov�� � � O
� � � �� � ��� _
" �X I 5T I I �G �I �T�Y i�� Y �� �i..00� ���� �`� EXISTING �RAMED WALLS r� �
. ���� �-n- 0
SGALE I/4" = I'-O" NORTH EXISTING GONGRETE WALLS
; - , . �
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, , APPROXIMATE L�Gf�TION OF START GL05ET WITN �(ENEERED PLYWOOD
OF GODE REQUI2=D GEILIN6 HGT PLAT�ORM O�/ER SLOPING METAL '<� �'4,�`
' O� 7'-6" , 3 5/8° � y 3 5/8" STUD FRAMING.(S�E ST,�IR SEGTION) � �P
r I -6 3/4 2-I I I I I 3/4 3 5�8 NNY .
4
� OWNER NEW WALL IN SW TF
� G OSET-I - OPEN RAILING �— LOGATION OF _
�
� � EXISTING �
vi — � • • a•• - • ° • • • - ° o � • •� • a ,�� �
G � -- - -' - _ - � TILED SHOWER � ��
E � � � 2 4 C g � �Il I ST� 2�68 � \\� /� ENGL05URE TO D AR �
� , 'b p� � � REPLAGE EXISTIN6
, � . . . . . . 'r' . . .� ��. _ �,'$A�TH-2-�_ \1.� TUB (SEE GEN GONST
� A-3 `�_ _ � G��
� BEDROO'�I-2 �- - - - ------- _ � � � � � NOTE NO q) .
� "' S�E GEN GONST. ��/ \ �_ v N
6 8 O / �� 5EE G�N GONST ' (�
, m T O. GGNG" ry �\\2 6 NOTE �10. 10 DN. �" � � � ��' � NOTE NO 7 � � �
� EL = 8'-5 � -
� �IELD FABRIGf�T�D � �"' I ���,, B�TH-3 m � ' � � �
WOOD �R�MED �`-
� G 05 T-2 _ � e� STAGKED c�
� ' WINDOWS AGGE55"'- 4 � � WASHER/DRYER � � �
"' � � m �/ENTED TO THE �' ^
PROP05ED ' PANEL j � � O � � (.� O
� � EXTERIOR WALL � �
� � OPERP�BLE WINDOW ( � I �
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A-5 � 4 8 � �� � m. � i � 1�-O m X
m I 2 6 tY � �- � m I I I - lS� � �
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- --- -- _ - --- - - ---- -- ------ ,,' ,�� _� � , YERI�Y ROOM , �
\ , � � �v`y- f I DIMENSIONS WITH THE '�
;� PROPOSED � � - � CQ O
' � �'� WATER HE,4TER � / . � � � � i APPLIANGE TO BE �/ � �o
, , � _ - "- , N m � � INSTALLED AND . � � � �
� J +/-l o'-�i I/2' � 2'-I" 2'-b U 4' , � 2'-�' 3'-3 5/8' 3'-2" 2'-b' ' "� ; �� R�Q U I R E D G L E A R A N G E S 1- � � �
� I I «� EQ. W I NDO WS 3 5 8" 3 5/8' 3 5/8` 3 5/8" � � „ 13 5/8' �., 3 5/8" 3 5/8" � 11_1 Q p
' I � - ' � o } � ' NEW SLIDIN6 GL1�55 F- (� r�
� � � DOOR TO REPLAGE � � �--
; I � � � ` "� .- G OSET-3 � � � '
DEGK m , --. u� •BEDROOM-3
, BELOW�� � DP�N TO ; � ' � � �, � EX15TIN6 (SEE GEN , ,� � z
; ` 11�/ING "' ���_ � -, T O. GONG EXTERIOR GONST NOTE NO 7) Q Q-
; / � SELOW �-� — � �L. = q'-O" GORRIDOR � W
/ �
, I j � � �"�� � m LINE O� EXISTING
' ' , � � � • • �� Q FLOOR � �R- M�v�I�tuRE
.. �468 cr' � t
_ - VII��X�- UP R4t� �EQ�ttr�t>
� . , . , , a � , e. ,q � . a . . , � �W��./� �• •���
OWNER 6�14 SQ. FT. ADDED �Q D S,qu+P��- �''iL�}r`'S
, GL05ET-2 GRFA �
� 1� �0 � ' �
,. �0 �� �
�
� U�'��fi� L�Y�L. �1.00fi� fi�L.��l - �
O
, SGALE: I/4" = I'-O" NORTH �
ADDED GRF�4 = 6'7.4 SQ. FT. N1v5T � Lt57EO FotL �
. .
GLoS E'z (n�5'fartl.�°� �
� �IELD VERIFY LOGATION W/�LL MOUNTED RAILIN6 � d
. O� WALL WITH LOGATION WITH ENDS RETURNED TO � � �
� . AND EXTENT OF STAIR THE WP�LL ' �
I 5/8" METAL STUD . . , . . . - i �pS-(14�1.L PER � ( (� J
', �URRING ON - - ��� � � 6 a - �'VI�kNVF'10.��-?VR-E. � V� O
' �X15TING WALL � � -T
(TYPIGAL) - 4 g� � g�
- `� � UP STAIR � � �� � � 2 6 2 6,, $ATH-I I -I
I m 5° I I I R�I I I " _ � � ,
�XTENT O� DRYWALL _ . . . . . . . . . �� _�--� � �-SEE 6EN � }
� WRAP ON GOLUMN A 3 � _ � GONST NOTE O �
(5EE DETAIL) - DINING m NO 7 = S14FE'(`I (�WtZtW� � �
m LINE OF DRYWALL STORAGE O � � � ` �6'�CNAVS7 Fq.�1 �
__, WRAPPED BEAM O -�---- PROPOSED
PROPOSED STEEL � � ABOV� GLOSET-I / ' I WAT�R �
� GOLUMN (SEE STRUGT) � 3 I/2' 10'-9 I/2" 8'-2 I/e" 2'-I" 3'-6" � HEf�TE �
\ - -
_ , t �
SEE GEN GONST NOTE \ � VERIFY � 3 5/8' � 3 5/8' 3 5/e" �� � � Q Q i�� �� ��$T�4+�1- F�1'L
' NO 7 BEDROOM-I �LEG PANEL �\ ; ��,; , � ry�NuFac�1� �
- - - - - - - - - - - - - - - (5EE GEN GONST
- - � - -�'- NOTE NO �3) - RANG '
- - I C� I
,' � I ; i /-- �XISTIN6 L��L-I �l�
-- �,- -- - - - - - - - - SINK
i "' BGO NTER � � WINDOW TO
N REMAIN � EXISTIN6 WALLS AND
� � - r � ' � GONSTRUGTION TO REMAIN
,_ NEW SLIDIN6 GLA55 j � 2 LI�/ING m D W I I D a t e ��I O�O F 7
D O O R W I T H F I X E D 2 � � A-5 � � I
W I N D O W A B O�/E T O � i -,�__ A � K I T G H E N � - -� j �� E X I S T I N 6 G O N G R E T E W,4 L L 5 T O
R�PL AGE TH� ; j T O G O N G ; R E M f�I N
i�evised:
�
EXISTING �RENGH DEGK �' � �L = O'-O" � �-Q, LINE O� 5'-0' 4'-0" ' �X T E R I O R � P R O P 0 5 E D WA L L S
� DOOR WITH SIDE / � i �, '��' �LOOR ; RE�RIG GORRIDOR
LIGHT (SEE GEN / ; ! ABO�/E--�� ' r �
GONST NOTE NO 7) I � � ADDED GRFA
' GONGR�TE ON STEEL
GA5 �f � � , � � EXI5TIN6 � — GONSTRUGTION (5EE STRUGTURP�L)
' LINE � I � : �N�Y DOOR TO
� _ ( m � j� � REMAIN �IRE RATED A55EMBLIES
. , . . , , a , . . ----- a— , , . ----- , . ——--.- I�— (SE� SHEET A-6I
— EXI5TIN6 SHELVIN6 �� — EXISTIN6 6A5 �IREPLAGE SMOKE DET�GTORS 5heet Number
, TO BE REPLAGED �ND STONE �/ENEER TO �
WITH ALD�R R�MAIN ALL WOOD (SEE NOTE NO 7 ON SHEET A-5)
� ELEMENTS ARE TO B� .�
' ��O�O��� �PLAGED WITH ALDER
'� ` INSTALL�D TO MATGH THE
� �I �LT�Y i..� Y �� �1..00� ���'(� �X15TING
i
; SGALE: I/4" = I'-O" NORTH
- �- �/ERI�Y - SEE NOTE ON ' ���F �����
-__ j RE�LEGTED GEILING PLAN A-4 , Q,
5� 1'�It-rito R�paprNs � �Oo
� /� �, � ` +�-io�-a i�2� l�tyN4—G�fc�,MT NNYM
' S/8" DRYWALL ON METAL �' ,.�, �� ---- (3) EG2 WINDOWS �
� EX15TIN6 PR�GAST SW TFE
FRAMING in -_`_� � GONGRETE ROO�
� � GODE REQUIRED G�ILING HEIGHT STRUGTURE 1 �
� - - - - - - - - - - - - ,
(x WOOD GLADDIN6 O�(�R - � �,'V
�IRE RE515TANT TREATED SHEL� WITH GLOTHES
WOOD BLOGKING i-- FIELD �ABRIG?�TED WOOD \"
HANG ROD —
I / � Ft�AME �IXED WINDOWS S'
i���--- /
� 3/4" VENEERED PLYWOOD � ;� - - ~� '
' GUARD R/�IL - VERIFY PLATFORM WITH SOLID � i � '�,I y I � i---- __ � � N
, M�T E R I A L S A N D �I N 1 5 H W O O D N O S I N G O V E R 5/8 � � � � j� m p
� WITH THE OWNER - TYPE "X" DRYWALL ON � �� � ' � ~ - -___ ' � �
i
� 3-5/8" METAL FRI�MI�1G� ��, � � � - ; -� _ � cp �
� ��I OWNER � I � I , ��` v �
� J 4x4 WOOD POST BOLTED 4°MAX DBL 10" METAL STUD I II GLOSET i � �, ' � ` -1 Q -�
TO THE STEEL STAIIZ BEAM - � � � i � �� � f ' ,` ' } l.f� Q O
STRINGER � I � � 1- I � ? �— PROPQSED OPER,4BL� j� � �
{ � � �---- ----� �- - ----� �-- --- --- - -� , � WI NDOW llJ m � x
i � � X O �
, . `` � � � 5/8" TYPE ��x�� � �/ � �-i-
EXISTING PREGAST i DRYWf�LL ON 3-5/8" � � - � � � � � �
� GONGRETE DBL TEE 5� ;fl I f METAL STUD FRAMING = � � � � i � � � O �
� m I ( STEEL BEAM m �- � ` � � O �
T.O. EXISTING � BEDROOM-2 � p !=---___--_� ~' � �Jj �
F GONG STRUGT � I (SE� STRUGT) I � � � Q O
, , „ , � , I ) � T O. PROPOSED � Q./ ,-
EL. 9 -O , � � I I . GONG SL�4B � � �
; � \ . . . � � � — �_ EL 8'-5" v � �
� PROPOSED STEEL BEAM � - ' \ \ �/ Q
r � (5EE STRUGT) --- - \ �� � --- - -
\ .� �LJ
L q.
� SUSPENDED DRYWALL � \ \ /�_3 \ �� STaIR � . SUSPENDED --- - -- - -
�! GEILING • � � � DRYWALL GEILING I ' , -- PROPOSED GONGR�TE SLAB
; � 4 � � (SEE DET�IL) � ON METAL DEGKING WITH STEEL
� 'aS �. m � I I GFfANNEL JOISTS TO REPLAGE
t � Z \ \ I EXI5TIN6 WOOD �RAMED
, \ �� Q A-� DRYW/�LL WRAPPED
� � ? A-3 0 STEEL BEAM BEYOND '; ; �LOOR SYSTEM (SEE STRUGT)
� *- \ \� I � , �
i 9 ,��, � � ��� WOOD GLADD I NG ON � � �
f ` 4 � � \ � \ STAIR STRINGER 2 � � �
i
� � � I I � � WALL MOUNTED RAILING WITH � �
"' l � ENDS RETURNED TO WP�LL �� �
, SHEL� WITH GLOTHES `' � ' � ON WEST SIDE OF STf�IR '�` � O
� ; �--- PROP05ED OPERABLE �
� , HANG ROD ----- � , j � DINING � � WINDOW TO REPLAGE THE �
, � I GONGRETE �ILLED METAL � O
= GLOSET-I ; ; STOR�GE � P/�N STf�IR WITH STEEL � , EXISTING WINDOW �
� , GHf�NNEL STRINGERS (5E� I � �
� ; � GEN GONST NOTE NO IS) '' _ _ � � � �
. I � ' � I ' l O
� ' � -� I T O EXISTING �(� -�
; i GONG STRUGT � V / O
� EL O'-O" � .J
� '°�-'°� 5T� I i� S�GT I O�l
�, (13)EQUAL TREADS � }
� I SGALE: I/2" = I'-O" O �
� � ��
I �
� �
� TURN TH� TOP �D6E O� ,� �
STEEL PAN DOWN AND L �
REIN� PORTION TH,4T �� WOOD RAILING POST �
- Ix WOOD GLADDING EXTENDS f�BOVE THE BEYOND BOLTED TO
GLUED TO STEEL STAIR � STRINGERS ON EAGH SIDE - STE�L GHANNEL STAIR �
STRINGER 5� / � STRIN6ER
� T O EXI5TIN6 - '� / -�_
f " GARPET AND PAD - �IRE RE515TIVE TREATED GONGRETE STRUGT — � I � -�' -- Rf�ILIN6 B�4LUST�R
2x2 WOOD NAILER EL G'-O" " � 3 BEYOND
GONGRETE FILLED METAL
G i �-- --� A-3 Date 3/10/06
� PAN STAIR 3 5/8" METf�L STUDS �-
\� a GARPET AND Pf�.D � -- STE�L STAIR STRINGER Revised.
i L � � BEHIND WOOD GLADDIN6
EXISTING PREGAST a �
STEEL STf�IR STRINGER - GONGRETE FLOOR °
WITH I-I/2 FLANGE � STRUGTURE � �
�� �
! ��_ � ' �-
- WOOD GLADDIN6 ON
� 5/8" DRYWALL STEEL BEAM (5EE 1 � ST�EL STAIR STRIN6ER
� STRUGTURAL) — �� �
�/8" TYPE "X" DRYWALL i � a
a a �
ON SUSPENDED �7/8" HP�T 5/8" TYPE "X" DRYWALL / \ _
GHANNEL FRAMIN6 ON SUSPENDED 7/8" HAT GONGRETE FILLED METAL
5Y5TEM GHANNEL FRAMING / � PAN STAIR 5heet Number
.�
SYSTEM------------
. ST� I fi� �T� ( �1G�� ��T� I � ST� I � �T ��OOi� ��T� I L =
3 SGALE: I I/2" = 1'-D" � SGALE• I I/2" = I'-O"
�
� -
�
i �
I
OWNER �IN GLG �IN GLG g�T}{_2 . , •���� C���
GL05ET-I EL = 7'-3" EL = 8'-O° I ,`P �9� �
; • . , „ . < • . a • . , a . � DANNY . �
__ _.. ' •._.• __.-._ ' � < GONSTi?UGTION
, • � a �- �_=r= �-7 �_=- _ � =1- ��i �-- i i i a. ,' '�� i i i � B�LOW �T1'PIGAL) S �RT
' i ii i i � � Mi T�41R i ' u E i � i � � " iii �
, 1 � � � � � i � � ; � i ��i � i i i � � i � '�ii i
� � � i i i , � I i i � i � iii i i � i � � � � �i ii �
� i i � �. � � i. .i � it .i � i � i � �l � V
A-3 � . . . . . � • f i i � i i I� i i i � i i i � 'i—� r � � i i � i i?� � ;
I � � � _-�__�- � � � - �-=! =!- i1�- -�� 1, �� i - -- � � � � �
� � - --_'i i ----= -=-- i-� _�-�� �i i �= if i/ 1 � � ri i � _ �t
, � � ', � � � � � ; ; c�, , �l �� '��- -' � � ���� � �� , �s � R �
BEDROOM-2 f , BATH � � � � � ���-= �; �� _ _I ' �� `
I # � � ' ; i EXHAUST.� ; ; � ;
� ' � I � � � �AN ' � ; i � ---- -� ��
, I T� GONG. � � � � ' i , , � � � r' i i i I SUSPENDED DRYWALL . l� �N
' ' ' � � i pi GEILINGS IN BATHS �ND j� p
El. = 8'-5° � � �
- � I GLOSET-2 � — -- -- � � j � ,''�i �°, i � _ h� t '� i GLOSETS. FIELD 1lERIFY � �
, i , , i � ; i ,� i � 1, i i �-- --'r� i i r FINISH GEILING ELEVATION � � �
; _ EXPOSED PREGAST � i '� , i I i �_�� � i i
, GONGRETE DBL i � ` ,' y�, � `' / , J-1-� _-- i � INDIGATED (TYPIGAL) ,� c�
° TEE STRUGTURE ' i i �1 k i' i � � $�TH-3 i i � � i i � �-
- I � ,-� ��' � "'� � � � ' 1.(� O
- ------ - - ---- � . �i' i �IN GLG i , �IN. SOF�IT � � ( Bf�TH EXH?.UST FAN � � Q r�
- - - - -- - i i --- f iJ i i - ,' � i � � h i' i i i EL. = 7'-6° i i
� � , �� � � � ;� � , � � , �� ,,,,; � �L = 7'-3" � � � � ' � m � �-
' i � � � � i , 1 i ; i i � i i , i i r � I i � � � i (.n X � Q
� � � I � � � � I � � I �� � � � � I
r I I I I I 1 1 I 1 -' 1 I I � 1 ' I 1 I I O 1.L
' � 1 I I I I I 1 I I I 1 I � � I I
; � � � � i r � ! � i ! ii � � ii it i + ° ii ---� � -1
� � � � I I t I � � � � � � I I � � �� ! I I �
WOOD GLADDING ON � i I ''i � --- � i , i i ' F i i a � i i i i i ' i � � C Q � O
PREGAST GONGRETE � � � f � � � � � � � � I � i � � �� � � � � I�-/ � �
i � ii ii ii � � i � i ii ii � i ti � �
DBL TEELEGS � � Iii ti - iii � ii ii � � � i � I O .fl
� i 4 lii ia � ii G OSET-3 � i ii - ii � � t � , - ~ � � �
i � I � i � i � � i i �
, � a ! � � i i �� � ' ii � � ; ii ii BEDROOM-3 ' � � Q �
�� i � � ' � � ii ; ii iii ii �ii ii ii �XTERIOR � � O
5/8 DRYWALL ON , , I , , , , � , , � , , , ,, , , , , , GORRIDOR _
M�T,4L FRAMIN6 � � ( � i i i i I i i , � � a � i i � T O GONG � � . �
� � I' � � � � ii � � � � � ii � � EL. = G'-O" " � � z
BETWEEN WDOD � i � t � � � � � � i � � i � V =
' GLAD TEE LEGS � � I I � � � � � � I � � � { � ' � � �/ Q a"
� i � ' i i i i i � 'i i t i i , i i � � �
_ i i � r ---- ---- i i � i i i i i i i i i i i �
t` I I � I I � � I ---�-` I t � I � � I I �
I I � I I I I � � I � I 4 � 1 I I
r
' °• - � � ° , � a � °� � � �J• � � � a • °• , I .
� OWNER � .
� GLOSET-2 FiN GLG. j
EL = �1'-3��
��Ofi'O��I� U�''i"'�i� ���l�L. � NO-�. ' �
� YERIFY THE LOGATION O� DRYWf�LL
�� I �''') I �II '�I GEILINGS BETWEEN WOOD GLAD �
�i..�G��i� G� I i� I I �G �i..�I � GONGR�TE L�GS FOR THE �
INSTP.LL�4TION O� REGE55ED GAN �
SGALE: I/4" = I'-O" NORTH LIGHT �IXTURES �
O
, �
�
.` � O Q
�IN GLG FIN GL6 �
- VARI�S �L = 7'-6" � �
' ' ' °• � ' ° • ' ' � ° ° � ' • ° ' -- GONSTRUGTION I v- �
� -� -, - �- r- ' -1- T -� -� - -� � � ��J�_ BELOW �TYPIG�U � .J
/ I I I 15T�IR ; f i , i ^ BATH-I , ', �
� �
� � � � � � � ; i � � � }
. . . . . . . . . . _, . �. .-�. -�- — -� - -. '. . . _� AGGESS PANEL TO O �
�`-3 � ' ���" , i � MEGHANIGAL EG2UIPMENT
DRYWALL WRAPPED FIN GLG � __ � �_-_� � i � � i, � ABOVE THE GEILIN6
-- STEEL BEAM — _ � STORAGE i � �\ �� __ I � ! ,��� �I i VERIFY 51ZE REG2UIRED � �
EL - 7-h , „ ;I AND LOGATION WITH TH� �
DINING GLOSET-I � \ �� EQUIPMENT �
� � �
B O DRYWALL \' �
� FIN GL6. C; r � � - SUSPENDED DRYWALL
I EL - 7-2 EL - 7-6 � � � , � GEILINGS (TYPIGAL) �
BEDROOM-I
_ � ��
� . �-�- — = � � '
'j��- _ _,�;i' :
-- -- - ; ,,'� , �;, B�lTH EXHAUST �AN ������
- - _ �i� ,,� i
�Il� !�' � � EXISTIN6 WALLS AND
� ' � � �� � � i - -- � �
� '�� � � GONSTRUGTION TO REMAIN
LIVING
� �� ,, � � � � � I � � � ExisTir�� coN�R�r� w���s -ro Date 3/10/06
� _� � � , � KITGHEN � � R�M�IN
, ,
T O. GONG ` _ _��� I i � `�'` Revised
DEGK �L = o'-O" � ' { i I '� , EXT�RIOR �
PROP05ED WP�LLS
' � ' GORRIDOR
�.-- � i � �
II ,�-� � � FIN GLG �- -L- - -� �� rI � GONGRET� ON STEEL
i � �- - - -- - - - - — - -,`- - ��\- ,_ _; EL = 7'-6° t _.._ (
� �= ENTRY GONSTRUGTION (SEE STRUGTURAL)
�� �� i
,_ �
�-- - --�/ �
- - - -- - - �� FIRE RATED A55�MBLIES
--- — T—- — — - ��-- (5EE SHEET f�-6)
. • . . a . � c � . � e � , . � n ' a• .
�
' � SMOKE DETEGTORS 5heet Number
� (SEE NOTE NO � ON SHEET A-5)
. ,
� �i�Ofi'05�1� ��ITi�Y �����. ` _
, . ������r�� �� i � i �� ���� �
SGALE. I/4" = I'-O" NORTH
� � ,
. � ��pF C�Cp/4
� � �P O
' DA Y M.
.
� BASE TRIM �/ERIFY WITH � ��8 - SWE + EGE �
� OWNER vER�PY-SEE
NOTE BELOW i GARPET WITH PP�D
, — WINDOW 5/8" TYPE "X" DRYWALL �
,
' ON EAGH SIDE O� 3-5/8° � �
, LINE OF DRYWALL METAL STUDS �� S �
� WRAPPED STEEL BEAM BEDROOM-2 � �� A G
� - - - - -�- -- - - - ABO�(E �
� 3x4 STEEL GLOSURE —+/- 3-I/8" GONGRETE SLAB �
\ , ANGLE (5EE STRUGTUR�L) i TOTAL SLAB T�HIG NE55 Y v N
� N DRYWALL FIRE PROTEGTION � SHIMMED FOR SLAB a � a WITH METAL DEGKING FOR m
� THIGKNESS �— �
� m ON STEEL GOLUMN (5EE ' ' "' -- — MIN. OF 2-V2" GONGRETE � �o
��— /�SS�MBLY NO. 2 ON A-6) � �ROM TOP O� DEGKING TO � � ;
; s � I STEEL BEAM (SEE TOP OF SLAB, A5 � � N
R�QUIRED BY 2-HOUR �
� ° STEEL GOLUMN (SEE STRUGTURAL) (�q�D A55EMBLY } 1(� � O
I - STRUGT.) � � Q �
4 ' ' 3 ��. � STEEL GH�tNN�L JOIST � m � `-
. (SEE STRUGTURAL) 7/S" HAT GHANNEL � X
- - - 5/8" TYPE "X" DRYWALL '� FURRIN6 FASTENED TO � X O �
�
� , � STEEL GHANNEL �OI STS
J 0 J �
� � � EXISTING EXTERIOR WALL METAL �URRIN6 -VERIFY I � I „ 'I 11 � �Q Q O
' , -c FRAMING SIZE (SEE NOTE BELOW) — I 2 5/8 TYPE X DRYWALL � O l� �
�
' i � ��8� i � i - ~ t� � �
, ` 2x NON-GOM WOOD BUGK STEEL GOLUMN IN WALL �RIFY I � � O
PROP05ED SLIDING BEYOND (SEE STRUGTUf?AL) _ � I ____ __ DRYWALL WRAP �IRE — ,� �
GLA55 DOOR i y� �ROO MuTION ON STEEL � � z
� �/ Q �--
� .� w
; �o�.U1��1 �l���l ��T� I1. � ��.00fi� � ���.�. ��T� I �
i � SGALE: I I/2" = I'-O" NORTH I SGALE: i I/2" = I'-O"
,
�oT�: �
; FIELD VERI�Y THE LOG�lTION OF THE GL05UR� AN6LE �
� . FOR THE F�lGE OF DRYW�LL ON THE B�DR0011 51DE OF
' THE PROP05ED MET�4L STUD W�4LL TO ALI6N V11TH THE � �
, � EXISTIN6 DRYW�LL I� {
• ' O
, �
� , .
�
� � d
. � I ���i�00� �1G �/ —� �
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I EXISTING RATED ASSEMBLIES, A'�lD �IREPROO�IN6 PROT�GTION DAMAG�D DURIN6 DEMOLITION I. ALL WORK WILL BE GOMPLETED IN AGGORDANGE WITH THE 2003 EDITION50� THE "INTERNATIONAL � —
� OR GONSTRUGTION WILL BE REP�IRED TO PROVIDE THE REQUIRED RATINGS AND PROTEGTION BUILDING GODE° ("IBG"), INTERNf�TIONAL PLUMBIN6 GODE, "INTERN�TIONAL hEGHANIGAL GODE" AND � y `
"INTERNATIONAL �IRE GOD�", THE 2002 EDITION O� THE NATIONAL ELEGTR�AL GODE AND TOWN O� O �
2 EXTERIOR Wf�LLS HAVE TO BE i•HR. GONSTRUGTION (5EE ASSEMBLY NO 3 ON SHEET A-6 �/AIL ORDINANGE 4 SERIES OF 2005 FOFZ ADOPTION O� THE ABOV� L15TED GODES
3 PER SEGTION 7142 I OF THE IBG THE /�DDED STEEL BEAMS FOR THE NEW FLOOR 5Y5TEM DO 2 THE EXISTING BUILDING HAS BEEN GONSTRUGTED TO 5ATI5�Y A TYPE II-FR.GONSTRUGTION � �
NOT NEED TO BE INDIVIDUP�LLY 'ROTEGTED GLASSIFIGATION UNDER THE M05T GURRENT GODE THE PRESENT GLASSI�I�ATION 15 TYPE I-B ALL �
NEW WORK WILL B� GOMPLETED 1N AGGORDANGE WITH THIS GLA551FIGATICN � �
4 THE DRYWALL PROTEGTION ARCUND THE ADDEI7 GOLUMN (SEE A55�MBLY NO 2 ON SHEET ,4-6), 3 THE EXI5TIN6 BUILDING HAS BEEN GLASSIFIED AS AN R2 OGGUPANGY ALL NEW WORK WILL BE
15 IN P�DDITION TO THE DRYWA�LI ON THE WALL FRAMIN6 ADJl�GENT TO THE GOLUMN GOMPLETED IN AGGORDANGE WITH TH15 GLASSI�IGATION �
5 REGE55ED LIGHT FIXTURES AREREQUIRED TO HA�lE A (5) SIDED 5/8" TYP� "X" DRYWALL BOX 4 MODIFIG,4TION5 TO THE EXISTING FIRE SPRINKLER SYSTEM ARE TO BE DESGNED AND BUILT BY A �
GONSTRUGTED f�ROUND THE RECE55ED PORTION OF THE �IXTUR� WITH THE PIEGES �AST�NED GOMP,4NY APPROVED BY THE TOWN OF VAIL �IRE DEPARTMENT 'PL/�NS f�P.E TO BE SUBMITTED TO
TOGETHER WITH 6d NAILS. AT CONTRAGTORS OPTION PRO�/IDE FIXTURES RATED FOR THE FIRE DEPARTMENT �OR RE1(IEW AND APPR01lAL PRIOR TO ANY WORKSTARTING ON THIS
INSTALLATION IN AND PENETR�110N OF THE MEMBRANE OF A 24TED /�55EMBLY ELEMENT OF THE GONSTRUGTION
6 /�LL EXISTING AND PROPOSED FENETRP�TIONS O� THE EXISTING AND PROP05ED WALL 5 INTERIOR NON-BEARING WALLS DO NOT HAVE TO BE RP�TED
ASSEMBLIES, FLOOR / GEILIN6 �455EMBLIES f�T THE UNIT BELOW AND GEILIN6 / FLOOR 6 PROVIDE 5/8" TYPE "X" DRYWALL AT EXTEfZIOR WALLS 5EE A55EMBLY NO 3 ON A-6
ASSEMBLY AT THE UNIT ABOVE �RE TO BE SEALED IN l�GGORDANGE WITH THE ��IBG'� �ND WITH Date 3/10/06
U L APPROVED A55EMBLIES 7 PRO�(IDE SMOKE �tLARMS IN THE LOG/�TIONS INDIGATED ON THE PLAN ASREQUIRED BY SEGTION
A. 17 SHOULD BE NOTED TH�T THE METHOD AND Mf�TERIALS �OR SEALING PENETRATIONS q07 2 10 3 OF THE "IBG" ALL ALARMS ARE TO BE INTERGONNEGTED A5 REQUIRED BY SEGTIQN Revised.
WILL �/ARY WITH THE TY'E /�ND SIZE OF THE MATERIAL MAKING THE PENETRP�TION. a07 2 10.2 OF THE "IBG", PRIMARY POWER WILL BE �ROM THE BUILDING WIRN6 WITH A BATTERY
. BAGK-UP '
B. AFTER GOMPLETION OF ELEGTRIGAL, PLUMBING, SPRIt�KLER AND VENT DUGTWORK g IN AGGORDANGE WITH SEGTION 1205 3 O� THE "IBG" , PROVIDE ARTI�IGIAL _IGHT FOR BEDI�OOM-I
INSTALLATION f�ND PRICR TO THE INSTALLATION O� INSULf�TION OR DRYWALL, THE FOR AN �VERAG€ ILLUMINI�TION O� 10 FOOT-GANDLES O�lER THE ARE� OF THE ROOM AT A HEIGHT
GONTRAGTOR WILL NOTI=Y THE ARGHITEGT WHO WILL �ISIT THE 51TE AND WILL A5515T OF 30" P.BO�IE THE �LOOR LEVEL
� THE GONTRAGTOR IN DETERMINING THE PROPER METHOD OF SEALING EAGH TYPE OF �
PENETRATfON THE ARCHITEGT SHOULD BE NOTIFIED (�7) DAYS PRIOR TO TH� DESIRED q. RE�ER TO GENERAL GONSTRUGTION NOTES ON SHEET A-I FOR GODE R�LAIED R��ERENGES
SITE VI51T DATE AND (I�) DAYS PRIOR TO BUILDING DEPf�RTM�NT INSPEGTIONS O�
PENETRATI ON5
G THE GONTRAGTOR AND il5 SUB-GONTRAGTORS ARE TO GON5IDER THE NEED TO SEAL
PEN�TRATIONS WHEN DE:ID►NG ON P�4TH5 �OR PLUMBING AND ELEGTRIGAL LINES. 5heet Number
D. NO PENETRATION SHOUL7 BE GOYERED PRIOR TO IT BEING SE�4LED
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� . � • � ' MINIMUM PROTEGTtON �OR FLOOR �ND ROOF SYSTEMSa'� �� �
NN
THIGKNE55 OF FLOOR MINIMUM THIGKNESS OF $ TF E
� QR ROOF SLPB GEILING
(Inches) (inches)
- �
' FLOOR OR RODF ITEM 4 3 2 I 4 3 2 I ��
GONSTRUGTION NUMBER GEILING GONSTRUGTION ' hovr hovr hour hour hour hour hour hour � �'4
� �� G S �
� Geilm of 5/8 T e X wailboard A
� attached to �/8'y deep by 2-S/8"
� , by O 021 inch (No. 25 carbon sheet ,
6 Steel �ofsts constructed 6-4.1 steel gage) hat-shaped furring 2� � � (v
� _ with a poured reinforced channels 12" on center with I" long � (`(� O
concrete slab on metal No 6 wallboard screws at 8" on `0 �
` - lath forms or steel form center. Ghanneis wire tied to � '—
. unitsd� (cont) bottom chord of �oiats with � � � N
� _ doubled 0.04Q inch (No. 18 B W � �
� - ' � gage) wlre or suspended below . } 1.(� � O ,
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' MINIMUM PROTEGTION OF STRUGTURP�L P/-�RTS 81�SED ON TIME PERIODS
� FOR 1/�RIOUS NONGOMBUSTIBLE INSULA�TING MATERIP�LS m
� � MINIMUM THIGKNE55 OF
; � - INSULATING M/�TERI�4L �
, FOR THE FOLLOWING �
F I RE-RE515TANGE �
' STRUGTURAL PERIODS (inches) �
P�RTS TO BE ITEM 4 3 2 I �
PROTEGTED NUMBER INSUL�TING MATERIAL USED hour hour hour hour O
, I. Steel columns �-7 2 Three layers of �" Type X gypsum wal Iboard� First and second layer heid in �
; , and all of place by �" diameter by I�" �ong ring shank nails with �" diameter heads spa�ed �
' pr(mary trusses 24" on center at corners Middle layer also secured with metal straps at ��
'� (cont(nued) mfd-helght and IS" from each end, and by metal corner bead at each corner held � O O�
; , by the metal straps Third layer attached to corne,r bead with I" lonq gypsum �
+ wallboard screws s aced 12 on center � �
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I � I�3 G T���� �2 0.� (I) ' I �� I V O. I '—�.2 FOR NOTE c REL ERENGEI D ,4BO�Ip x PA6E 114 OF I B G O �
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GYPSUM Wfi�LLBO�RD, STEEL 5TUD5, �
POLYMER MOD I F I ED EXTERI OR I NSULRTI ON � F I N 15H SYSTEM
�
, EXTERIOR SIDE One layer �" proprietary type X gypsum sheathing applied parallel to
3�" IS gage steel studs 16" o c with #6x1�" self-drilling, corrosion resistant, bugle head, � � ' ,
, drywall screws 8" o c at edges and ends and Iz" o c at intermediate studs -
, Pr�oprietary polymer modified exterior insulation � finish system applied over sheathing
2" maximum foam plastic thickness Date• 3/10/06
'� INTERIOR 51DE One layer �" proprietary type X gypsum waliboard applied parallel to Revised•
' studs with #6x1�" self-drilling, bugle head, drywall screws 8" o c at edges and end5 and
12" o c at mtermediate studs (NLB)
, -
, PROPRIETP.RY GYPSUM BOP.RD Thickness 6"-�1" Varies .
Limitmg height Refer to manufacturer
� G-P Gypsum �" GyProc�Firegvard� Fipe Teyt eight SWRI OI-440a-003, 6-5-G2
�" GyProc�Fireguard�
. ' C�ypsum Sheath(ng ,
5heet Numbe
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GY�SUM �SSO�I�T I ON �IO. Y�li� 8 I 22 .
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' STRUCTURAL SPECIFICATIONS
� 3'/S�� coN�� 1bPPtNG td� ° h•CO
, �iWF 6x6rlox�0 G�Nt�RED � ��
I 2!p�' 1) Ali cast in place cor�role must be madc wqh Poriland cement and a�tam mmimnm � (\j�
- compressive strengU of 3000 psi after 28 days(m�mnuim comprcssive st�cngth of ��
. 0.(o G GONFo 4000 ps�a(ler 28 Ja�s tor concrete used ui slabs) Dcsign bascd upon �
(�M 22 G/{GE � F�XI t1NG ��5T�55 � �►
"(� ltND F�STF'SS ' �� i BU(LU1NG CODf 2EQUIREMEN'rS I'OR R8INFORCED CONCRETL(AC 1
� 3/6 �N�-?-�7� TnPPING �/2`� �p/tt,151oN MFt'�R�RL META1- OFC.k D61. T ","b REr^Mr� �
3 S�D�9 w��,l, ��IAk! W' �.11r�F 6 x 6 l0 K 10 AT Sl.f�lj "(1�IG�N E55 I ' 318),1999 Concrce placement to confumi wilh"Construct�on Rcywremcnts as
i�„ � �i defined m ACI 318,All exposecl edges o[concrete shali have/: chamfer Field �.
�e� � C.E t•IT��p "((�C I J SI T�ON "(Y(���1- �i�n i Z c o o r d m a t e a l l c o l d y i n l s w d h s t r u c l u r a l e n g m c e r
2) NI welded wirc fabic must confomi to AS7 A9 A 185 Re�pforccmenl placcmcnl �
Q�$}(pj" 3��$�� - - -- shall conforni to h1nNUAL OF S I'ANDARD I'RAC'T1Cr,200I as prepa�cd Uy
%4„ 3�� D.G G coN�of�M 22 loYg"cvNC.��'� ?aPP�r►� -�--- �
��,^ 3" �G� M��� p�G(G w�2 MM'r5 0� �wF 6X(o(IO x IQ � CRSI All lap sphcs lo bc mtmmunt 3G bar diamcters,all hon�onlal
�ou remforcement to baontmuous amund corners anJ at�vall mtersecl�ons �
, ? ,� ��p� ----- Mmimum reinforcenent protecUOn- �_
$�� r$ -concrete pared m fornis 2" �
i ( � _ __ - _ =r'_' � -concrete sl�s I" �
I i �� - � 3) Alf framing mcmbes Cor non beanng walls to non-combusUble metal sluds
" w iox s� %q."s,���N� �a-r� q`° h._ , � engmcereJ ands insallal in accordance wilh manuCacturer's spec�ficatwns and ��
P�p� I �z� �AzN S�vE. oF k.►�3 ��,���5�� - - - - � I`-� �2X�-S PER P�kN details � O
r � _ ___ _�� —— — _� � 4) Structural steel shal be ASTM A3G or belter exccpt p�pe columns�vhich shall �'�
� �� ��� � i conConn to ASTM e500,Grade[3,anchor bolts mid bolts shall be A307 All �����-'�aaaR h
��' Z I 3" �jf�pl(j �{'f� %Z�x � _-__ _ _�-- - i � i, G �X 6,� (�i�64 o,G, �l� Id 10 x�j�- ��YoND p� PI.Rt�- � stn�cturat steel is to�e deta�led,fabncaled and erected m accardance w�th AISC � N �
I I ���X bf, t- g-1 3 �3X3x y4 c��P kNGt�ES �P� 6�7i'1vN �l,A'r1GE /cs �E4 D.
SPECIFICAT10NS 1992 miJ COUG OI"S1 ANDARD Pancrice All wcidmg � �
to Ue perfurtnecl by i ccrtified welder and conCortn to AISC and A1VS � 0
• ' �i 3 3 �4 C5x�,� @ ���.G. S"iRUC7'UitAL�V1LDfNG CODG 2W0,all cicUrodes to be GE-70XX C�rout � ,� V
X k �6 bcneath stll base plaes and bcam bcanng plates sl�all be non-shnnk cpoxy with
- �y2.��z�'�x���� �LuNN " S E C T I�N E - tn�mmum 28 day conpress�ve strcnglh oC SOOQ psi All'i rubolt Wcdgc Anchors � Q '�
• ►r1�2-5(g''� �QoX`� PtNUte�tS I 1� � �� Ic! $x�q ��D O 6 C COr1�o(j!�) 22, � to be mstalled accod�ng to manufacturcr'F spec�ficalions�n�Jetaiis � Q �
� �� �y�� I 2 2, G/kG� METR�, 9�k C I ,� ��_ � �� 5) I�tctal deckmg as m.nuCaclurcd by Vl1LCRAfT,mstallat�on to confam uilh
cJ
q.. -�-� manufacturer's spcaficalions a�id dcla�ls,cugmecr tcrrev�ew and appio�e all
I2�� L�x3x%4. GorlT. G-jx(�,�@ 1(o"oG. i subst�tutions
( I klF.l.OE.D "1'0 �TEEI. Ie1f L'3 x 3 x��. GLI P 6) L�ve loads�sed for ics�gn-
%�;' I � 3�2, �^a�+o �H�aNN�t, /twGLES,
-Roof-80 psf snou
� I�i �i � �� �� � „ -Floor-SO psf res��ntial
�xlsnNG Q�ESSP�55 �y2� ` k► tOxS¢ ['ER ?� 3'/g CoNc,{�te ToPP�r�G 2-0 �o -D��k-�oop5r
�R I � L1' k1W F 6X6�10 X 10 -Wind-90 mph,E�{�osurc D
C.�J'i'�Ep 5�' �� '�.'� � ' -Earihquake-ZoneC-IUC ��emaa�aea �s
J �' � 4 ' 7) All construction mtsl comply wllh tlic 2DU3 IntemaUonal[3uilJing Codc as V�0�•��3j�� ����
/�� � �� adopted by thc I'ow�of Vail[iwldmg Dcpartmcnl and the"Gencral Condilion.of tl/q 4} �
� ° � 2� sEC-rioN F � � �� �
q�0 2 the Contract for CrnstrucUon"(AIA Uocumenl A201) Al)cons�uclion must be ��� od�
� , ,� compteted witlun lte tolerances descnbal m the"Residential Construction � n. B��16
8��� � ' �' PerCorn�ance Gu�deines"as prcparecl by lhe NATIONAL ASSOCIATION U� �� � ��R
�
S ECT 1 O N H ��- � �� � ° HOME RUILDEIt� �� a•�
+ °�
�I �� ���� � ��S � ��" 8) All structural mem�rs are shown m lheir final pos�Uons properly braccd and 6`. ���:
Ng!�}��" _" ____- v supported,dunng c�nsltvction rt may be necessary lo temporatily shore porl�oi�s b-'°� �0�, �ns �'
Io f t h e s l r u c t u re w h i�o t h e r p o r t i o n s a r e b e m g c o n s t r u c t e c l C o n t a c t l h e c n g i n e c r � �
�j� �j n� � n for consultatwn as rqmrcd
�� -�`� 1�1 (Q x�5 (� Q(,f�µ �X�S T I N� (�S T R�5 5 9 General Contractors res
� �M�µ ) pons�ble for all nou-spec�fied connecUons,contact
D.6 G Cor►�'o(zN1 22 �3 K 3%� �p engmeer for deta�ls�s reqwred The enyneer�s lo approve all structural
��E M��� �� Q- NT• substitutions
�� ��{�:IPIG frN(�t,E 10)Ceneral Coniractors to coordmate alt diaphragtn penetrahons(�e,chinmeys,
�j�/�j" CoN�-EtE �P�NG 1�11 �� g w�wEV ro STE�- plumb�ng,sewers,ec)tivough(loors,walls,roofs and Coundahon walis wilh
�NI p�(l pLA hl kl}tl F 6X h�10 x►O G$N'f�RED C 5X�o.����o o G, �M I appropnate sub-conractors General Contractor�s responsible for ihe means,
� , methods,tecluuquet uquences,procedures,workmansh�p,scason�l schc�luling '
' and�ob-sde safety ssocialed with this pro�ect The Genera]Conlracror�s lo
��S / e� �JL 3 X 3x y�{X O�6�� SLFt� �ER PUtN � %.'�X���x��(o° WE�DED TO � venfy all dimens�on and cle�aUons�v�lh tLe arclutectural drawmgs Notily
�4„ ��
II �EVoND �� �GN Ck{/tNr1[-!, prN� � S E CT I(�N D engmcer oCall con(Icts and omissions bchcecn vanous elements of lhe workmg
� druwmgs and lhe exs4ng conditrons pnor to coinmenctng with lhat poit�on of the
u n
�-��� �x S I �.XlSTINV '�f�5�55 pro�ect Gencral Ccitractor�s to mspat rcmodcl pro�ccts nnd venfy pnor use and
��,� ���� � ��� W p��� O.(o GoNfflRM 2� GaGti C I � � �� proper d�sposal of e isGng matenals(i e.asbestos,elc)ns rcqwred by code
, � 3X3x�a �or►T M�Tn� �e,K v ,�4=�-Q Identity of all existug h�ddn�stnicturat clemcnts based upon v�suai mapectwn
-� CWSu�E kPG1.ft I 1)All matenals exposd to extenor and or moisture conddions shall bc Ireatcd for
b • ��X 1q ihcse cOndit�ons(t e,chem�cal lrcatment,sta�mng,pamling,damproofing,
� � � � � � mcmbranes,(lashmti etc)as reyuireJ by code All maleuals lo be trcated for fiie
° • � � • � 6 _ , � _ `l�0�� C�'X 6,� GotJT. I�DC�Ff. IJ� resistance as requ�rcl by code
. , ��X� � � � �r��j� X �.'� �pX4+ p�G}}o(LS /' G 12)Furnish ona set of slop anJ erect�on draw�ngs fo�structural stecl to tLe cnginccr
I 0,C. U for rov�ew and nppnvai,pnor to fabncat�on,whcn shop�Irawmgs arc preparcd by
� �� I �i$n � �t �,� � � � �'� the appropnate subontractor
�vt,� �� St�t$ �
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� ANG� coNT, lu�►.D�D 41EiAED T� S�l, M��rRL DEGK�NG � � � $ x � r q�o'_�� 3 I � � � � i G
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GOI L SI ZE STAGES ���FLOW MI N AI RFLOW REM�4RK5
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P051TIVE AIRFLOW �'ROVING SWITGH, AUTOM�TIG AND MANUAL THERMAL GUTOUT, �
� INDEEGO 8xE 2 200 500 2.0 115 I D15GONNEGT SWITGH-POWER, LEFT /�IRFLOW AND STANDARD LEFT OVEt2HP�NG, w �
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2-STAGE YVf�Ll MOUNTED 24V T-STAT. INTERLOGk GONTROL RELAY W/ 24V T-STAT.
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1�f�G���l I G�1� Si��G I � I G�T I O�15 : C� o
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- i �a. �isM ai.i tABOR�vis�ot�.r�a-r�w�ts,�ui�r a�Faci�n� i2.Ducn�: ia.cooR�ir�a�wca-no�s oF�u��rw�xr�ioR w�ui o�rur�s wih+nu. � ..
1�G�55ARY TO FURNISH,FABRIG�T�,DB..IYER,STORF I4ND INSTRLL PLL WORK RELEVANT TRADES,AND fl120VIDE YVRTER116HT FLI�51iiNG5 N9�REYER PENE7RATIONS � W
`' NOrIFD ON Tl�DRAWIN65�/OR SPEGIFIED HEREIN R. DUGTYVORK 51f�LL BE FABRIGATED AND INSTaLLED IN AGGORD/�NGP WITH Tl� OGGUR.EXAGT LOGATIONS AND SIZfS MAY BE DE�ENT UPON�11PMETfT Sft.EGTIONS; � J
2003 I.M.G.N�GIfRNIGAL GODE AND SMAGNA STRNDARDS. GOORDINAT�SIZES AND LOGATIONS OF RLL OF'BJINGS WITIf APPROPRIATE
' B. 11iE GONT'RAGTOR SNALL fl1RNI5H AND INSTllLL ALL WORK t�GE55AFY TO MAKE A EQUIPN�M'REQUIR@�tTS. � ♦^
, GOMPLET�SY5TB�1 W�Tt1ER OR NOT SlK.fi DE'fAllS ARE Nff3�lilONED N THESE B. DUGTWORK SHAI.L BE GALYANIZED STEEL GAUC�ES TO MEET SMAGN�k STRNDARDS. � �
SPEGIFIGATIONS OR SHOV+9J ON Tl�PLRNS,BUT V��tIGH�4RE OBVIOU51_" 17UGTYVORK SIZES INDIGATED IlRE PREE GLEhR DINENSIONS. 20.PERMAP�JT AGGE55 TO EQUIPh'�Nf SFiALL BE PROVID�,AND A MINIt�A1M OF 30'GLEAR
' NEGE55ARY TO MAKE A GOMPLFTE 5Y5T�ht,EX�GEPTIN6 ONLY h105E°ORT10N5 WORKING SPAGE IN FRONT OF AGGE55 PAt�LS TO THE GO�,BLON�R A55EMBLY
11iAT Ai2E SPEGI�IGALLY T�NTIOt�D F�REIN OR PLAIt�Y MARKED OF THE G. ALL DUGTYVORK SHALL BE NRAPPFJ7 GOtJ515TENT WI1N TI�REQUIi�NTS AND AIR FILT�SPGTION OF lifE EQUIPMENi'SHALL BE PROVIDED. � � w
AGGOMf'ANYIN6 ORAWIN65 A5 BEING INSTALLED U�DFR ANOTHER 5EGTION OF Tl� P�SEGTION 604�OR TI�2003 I.ML.
5i'EGIFIG/kT10N5. D. ALL DUGT JOINTS ShFALL BE SERLED AIR 116HT WITH RGD GORP.#6 MASTIG 21. �� IAPPR01/ED VIBRRTION �50LATORS. TO TF�BUILDING 5TRIIGTURE WITH O J
2. WORKMANSHIP: T}�VVORK SFIALL BE AGGOMPLISI�D IN A THOROUGH AND WORKMAN-LIKE R���WITH VER��A 6RIP OR MESfI. �
MAM�R 5A715FAGTORY TO A�JD M�TING THE APPRDYAL OF TtE OY�F AND ARGHITEGT. 22.EAGH PI6�.�OF EQUIPh�NT AND ALL 5Y5TEh15 SHALL BE AD.uSTED AND RE-AD.115TED �
E. �LEXIBI..E DUGT USFD POR GONDITIOI�AIR SFIRLL SE U.L.APPR�,VINYL TO IIJ�.�INZE PROf'HZ fi1NGTION OF ALl.GON'fR015,MAIMBJRNGE OF TB�PrT11RE, � �
3. MATFRIALS: �4LL MATBZIALS Af�D EGM11Pt�IT SFfALL BE I�N AND T}�IE H�T OF TF�IR .10'PRE56UR�DROP P�Z 100 F�ET. , ADEQUAGY OF ROWS AND GAPAGIIIES,B..IMINATI�1 OF N015E AND VIBRATIDN,AND \
RE�'.�EGTIVE KIND,�FFZOM ftLl.D�GTS AND OF T�IE MRKE ptND QUnLITY 5HAI1 BF LE�T IN PROPER OPERPtTING GONDITtON. /
SPEGIFIED. F. DUGTYVORK SHALL B�51ZE0 AT A MAXIt�1M YELOGITY OF I p00 PPM/ �
23.71�BrT1R�F�lTIN6#ND VENTiLATING 5Y5TB�f 5F1ALL BE BRLANGED BY AN IND�1
4. 51TE INSPE�GTION: GONTRAGTOR SFIALL VI51T TI�51TE OF WORK PRIOR T�5U� 6. EAGFI h�GHANIGl4L VENTILATION 5Y5TB•1(51A'Pl_Y AND/OR EXHAUST)SHRI.L BE G�TIFIED TEST AND BALANGE GOI�ff'ANY. 8 GOPIES OF T}�IR BALANGE REPORTS SFFALL
MI5510N OF HIS BII�AND T}iORQUGHLY�AMILI�tRIZE HIMSELF Wllli Tf�WQRKING EQUIPf'ED WI1N�MFJ1N5 OF SFUT-0FF WHEN YBJTILATION 15 NOT REQUIit�D,AND 24.FINAL LOGATION OF GfLiLLES.REfi151FR9 i DIFf915FRZ SFU4LL 8E P8Z TFE
CANDITIONS � EXAGT NATl1RE OF ThE Y�ORK..�iU8M15'SION OF A BID AGKtDV'6.ED6E5 BAGKDRAFT DAMPERS V�iIGH GAN BE GL.O�'.�ED ON FAN SF�JTDO!^N 5fIRLL BE ARCHITEGTURAL PLA145,6�1/AT10NS OR AS PER FIFiD REC�JIRET'�N'f5.
R1LL RESPONSIBILIlY FOR FURNISHING�4 GONIPLEIE AND RINGTIONAL 5Y51H�1.NO ��DED FOR AIR INTAKES AND/OR DISG�FRRGES.
GHAN6E�i IN GONTRAGT WILL BE MADE TO AGGOMMODATE OR ALLOW EMRA flJNDS f-OR AEC PROJECT#- 26656
ANY OMI5510N N9iIGH RE5ULT5 FROM A FAIWRE TO THOROU6FILY MAKE fFiE H. GLEAN OUT ALL DUGTS PRIOR TO SUPPLY AND RETUKN GRILLE INSTALLATION �•'�-�-��IPhENT SNALL BE INSTALL�AGGORDING TO THE MAM1F�uGGTUl2�5
�XAMINATION. I. DaI�LE THIGYJ�E55 TURNING Y/11�5 SHALL BE USEV ON ALL DUGT 7URN5 OF 90°. FOR SERVIGE GLFARATI�S MAINTHJANGE MRNIALS RGCAMM�IDATIONS ESPEGIALLY
DATE ISSUE:
5. GODES AfJD PERMITS: HLL N�GHANIGAL EGiUIPP�IEtJL INSTALLAl10N,ETG„iHALL 26.FILTERS SHALL BF UL.RA1FD AW�,4PPR01/ED. PRESSURE DR,OPS SHALL NOT
cor�oRr�r wiTM�2003 irac con��otmiN�riccs�i���� i�. ir�►noN= �cc�.io•srAn��. 03-10-06 PERMIT SET
TF�TOV�W OF VAIL BUILDIN6 DB'ARIT�NT. GONTRAGTOR StfRLL OBTAIN q, �}�„q�prd 51{p�.L�E UL LI57ID IN GOMf'LIANGE WITFF RATING
AND PAY FOR ALL PFRMITS AND IMSPEGTION�'i.GOPIES OF ALL PEIZMITSAND OF NOT NfORE THAN 25 AND 5MOICE DEN5ITY NOl'EXG�ING 50,P�TF� 27.ELCGTRIGAL GONNEGTIONS�
INS�GTION REPOR75 5FIR11 BE SUBMIT1t"D TD TtE ARGt11TEGT. (1�II�ORM N�GHANIGAL GODP. INSTALLRTION SFIALL BE IN AGGORDANGE WI1N p, ��$OTI�WISE INDIGAT�ALL MA6T�71G MOTOR STARTERS,THERMAL O'V�LOAI'S,
b. P�rBUILTS: GONIRAGTOR SFfALL PRDYIDE 14 GOMPL.ETE SEf OF�t5-BUIL'S DO�GUh�IT� UMG R�IUIRt1�IT5. LOW VOLTACE 7HERMOSTATS,C.ONTROL REL�kYS,GON7ROL AND
WITH ALL UiAhK�ES NOTED TI�EON A7 TI�CAMPLETION OF Tl�PRD,.EGT AND B. W2AP ALL INTt'WOR GONDITIONED SUPPI_Y AND RENRN AIR DUGTWORK WITH SOLINOID Y�LYES SFFRLL BY HIRNISHED BY�MEGHANIG�L GOMRA�GTOR or�wn By Checked By
PRIOR TO FINRL AGGEP'fANGE AND PAYMBJT. VAP BARRid2(MININ�IM R-VALUETY F�B�GLA55 IN�,51A1LATI0�IURE�. B. PROVIDE MOTORS AND EQUIPh�1T FOR ONLY TNO�.�E GURRt3JT GHARAGT�ISTIGS MZ RC
'I. 6UARANT�� GONTRAGTOR SHALL UNC.ONDITIONALL.Y 6UARANT�ALL LA30R AND MAT� I/2'11iIGIC INSUTATION hV1Y 8E U�.�H) IN AREAS OF TIGFIT GLEARANGE OR A5 NOTED. INDIGATED ON T}�DRIIWINGS. IT 15 TFE IMB�ff OF TtllS DIVISION TO REQUIRE
IALS ON ALL WORK AGAINST D�E-GT5 IN YVORKMANSFfiP AND MAT�RIRL�OR�k P�IOD GOMPIFT�SYSTEM PER THE GONTRAGT L�. GOORDINATE ALL EQUIPt�NT
OF ONE YFAR AF1ER GOMPLETION. REQUIRIN6 ELEGTRIGAL PONI�2,RE6�RDLE55 OF VOLTAC�,NUTH OTHER TRADES,
16�'�"�° MECHANICAL
50 THAT ALL 5Y5T9�i5 ARE C�OMP�ETE AND OPERATIONAL.
8. .°�UBMITTALS: GAT�tLOG INFORMATION AND GUT'S OF ALL EQUIPN�NT RNDDEYIGES SFIALL 17.T1�2M0�'�TRTS SIiRLL Ii�YE M1N�RIG 5ET POINTS IN °P,AD.�ISTABLE SETPOINT 5TOP5
8E SUBMITTm TO Tl-E ARGHITEGT�OR REVIEW(51X GOPIES OF F}►Gf�U. p�,�p c�p��MqJNTEp AT 48'aH0'1/E�INISHED FLOOR ADJRGENT TO TIiE ROOM'S UGHT S CHEDULES &
9. GOORDINATION• 71�DKAWIWG�ARE DIAGRAMMATiG AND INT'Et�ED TO 9�OW 5C.0�'E.TF� �ITGFF.
GONTRAGTOR SNALL CAORDINA7E HIS WORK YVI1H OTHER TRADES 7�Pf�1/IDE B�ST
ARRAN6Eh�M OF ALL DUGTS,PIPES,GONDUIT,EfG IS.B�ORE STARIING ANY WORK,TI�GON'fR�lGTOR FOR TNIS SEG110N OF TI�WpRK SHRLL SPEC,S
�XAMit�A GOMPLETE SET OF DRAWINGS FOR ALL TRADES.IWGWDING ARGHITEG111RRI-,
10.U1T71N6 AND PATGHIN6. ALL GUTl1N6 RND PATGNING REGUJIRED OF TI�STRUG711RE STRUGlUR�L,HYA,G,�EGTRIGAL,FtRE PROTEGTION AND PLUNBIN6.DINElJSiONS,
(�iJEV'l OR�CI511N6I SEiAIJ_BE PROVIDED UNDER OTHER 5EG710N5 OF TI$V'IDRi'.. SPAGE RECiUIRE1�M5 AND POINTS�GOMJEGTION TO ALL L-(�IUIPN�NT SFIALI_BE n,i
PRD1/IDE I�GESSARY REQUIR�h�ITS TO TI�PRO.EGT SUPERIMHJpENT. V�IPIE'D�AND ANY MINOR AD.USTN�NTS I�GE55ARY TO AVOID GONR�IG.1wTr W�cITH THE � � '�-' �'� � �;��,,?
HU�LD�NC7�'JTRUCiTURE AND T1iE WORK OF T�IE�Tl'1�TR�1DE5 SHAL�BE 1'�ru��. r
11.GLEAMJP= UPON GOMPI.ETION OF TI�WORK UNDER THIS SEG710N,TM�GUJ'TRAGTOR GpNJRqGTOR SNALL.NOT1�Y ARGHITEGT INi�DiAl$Y IF ANY MAJOR GONFLIGTS OGGUR � �O (,� ^� � NO SCALE:
SFIAL.L RENI01/E ALL 511RP11J5 MAT�IAlS,L-GU11Ph�NT AND DEBRIS INGIDHJTJIL TO llil5
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SWITGH. IF UNIT IS UNABLE T� MAINTP�IN DE SIRED �'R G E T E M P E R A T U R E, S E G O N D S T i�G E O F oA DUTDOOR AIR �� M q N J q L B A L f Y J G E D A M P E R U �� �a �
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I. ALL REGTANGULAR DUGTNORK SIZES ARE INSIDE GLEAR DIMEN510N5. RENRN AIR 02£�IAUST DUGT L � ,� �.
2. ALL REGTANGULAR AND ?OUND DUGTWORK SHALL BE WRAPPED �' �J �g��T st�oyN oN a o
n p` (PJ SEGTION GIT L.ETTER
WITH I THIGK FOIL BAGK-D INSULATION. m
3. REFER TD PLAN FOR T}i�RM05TAT LOGATIONS. p
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