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Town of Vail Community
Rt I "'� Development
Plan Build Health Fire
Approved ❑ ❑ ❑
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Denied ❑ ❑ ❑ ❑
Validity of Permit
Sec 303 (c) 1982 U l3 {'
The Issuance or granting of a permit or apLrowP I elf i
specifications shall not be construed to be a perrr,. '
or of any other o ordinance of the ur sdicat oniViThe of
ssuance ril ~ `
a permit based upon plans, specifications and other data shat ' j}
r✓t� f� L, not prevent the building official from thereafter requiring thf ' J
correction of error said plans, s ecifications and oth�+ l ,
k w.. i data
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WILLIAM F
PIERCE E
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WILLIAM F
PIERCE
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/Aonroe Engineering Consultants
July 6 , 1988
Intr_ atect
P . O . Box 57
Vasil , CO 81. 658
AT`a'N * Mr . Bill Pierce
RE *
0 Lionsquare Unit 577
Gentlemen s
Monroe Engineering Consultants are the structural.. engineers for
t- he design of the infill area in the unit .
The infill is designed in accordance with the local building
code .
It is our opinion -that this infill will not have ar. v detrimental
effect on the structural integrity of the building .
If you have any questions , please call .
Very truly yours ,
�g"S•�� F4cgS7YfY:6K
Peter D . Monroe , P . E .
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P. U . Box 1597
48 E . Beaver Creek Blvd . , # 307
Avon , Colorado 81620
303-949-7768
Unrr.
/Aonroe Engineering Consultants SIAEET NO . ,- _a
P . O . BOX 1597 CALCIJLAiED DY r DATE
48 E . Beaver Creek Blvd . , # 307
Avon , Colorado 81620 303-949-7768 CHECKED BY - DATE
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Monrof).Engineering Consultants 13HEE7 NO . .,. _ 1___11.1(\__, I_{ OF .� _L
P . C . BOX 1597 CALCULATED BY —�) _ ..____.. _ DATE � -
48 E . Beaver Creek Blvd . , # 307
Avon , Colorado 81620 303-949- 7768 CHECKED BY - DATE
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TABLE NO. 43-A---MINIMUM PROTECTION OF STRUCTURAL DARTS BASED ON TIME PERIODS FOR
VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSa
MINIMUM THICKNESS OF
INSULATING MATERIAL FOR
STRUCTURAL FOLLOWING FIRE- RESISTIVE ,
PARTS TO BE ITEM PERIODS (In Inchesi -
- -- - - - i
PROTECTED NUMBER INSULATING MATERIAL USED 4-Hr. 3 Hr. 2 Hr. T 9 Hr. -
Two la 'ers of
y " Type " X " gypsum wallboard are attached to U -
shaped brackets spaced 24 " on center . No . 25 gauge I ''/s " deep by
I ' galvanized steel runner channels are fist installed parallel to
and on each side of the top beam flange to provide a clearance
to the flange . The channel runners are attached to steel deck or
concrete floor construction with approved fasteners spaced 12 " on
center . U -shaped bra keis are formed from memhers identical to
the channel runners . At the bent portion of the U - shaped bracket ,
( he webs of the channel are cut out so that 1 %, " deep corner chan -
"' ebs or nets can be inserted scithout attachment parallel to each side ol' tile
I-langes of lower flange .
Steel Beams As an alternate No . 24 gauge I " by 2 " runner and corner angles ; -
and Girders 28 may be used in lieu of channels and the web cutouts in the U - I 'h
shaped brackets may be omitted . Each angle is attached to the
bracket with '/] " long No . 8 self-drilling screws . The Vertical legs
of the U -shaped bracket are attached to the runners with one /z "
long No . 8 self-drilling screw . The completed steel framing
provides a 2 % " and I '%: " space between the inner layer of
sallboard and the sides and bottom of the steel beam respectively .
The inner layer of waliboar'd is attached to the top runners and
bottom corner channel; or corner angles %kith I ' long No . 6 self-
drilling screws spaced 16 " on center . The outer laser of wallboard
is applied with 1 '14 " long No . 6 self-drilling scre\ss spaced 8 " on
center . Fhe bottom corners arc remlorced s+ ith metal corner beads .
TABLE NO. 43..0----MINIMUM PROTECTION FOR FLOOR ANC ROOF SYSTEMSn 9
THICKNESS OF FLOOR MINIMUM THICKNESS
OR ROOF SLAB OF CEILING
item (In Inches) (In Inches) -
FLOOR OR ROOF CONSTRUCTION Numbar CEIL ING CONSTRUCTION — —
4 Hr. 3 Wr. 2 Hr. t Hr. 4 Hr. 3 Hr. 2 Hr. 1 Hr
Ceiling of V. ., Type ' . h . ,
wallboard ` attached to % '"
deep by 2 'Y. " by No. 25
Steel Joists Constructed with a gauge hat -shaped furring
Poured Reinforced Concrete channels 12 " on center
Slab on Metal Lath Forms or „
Steel Form Units4 10 with I long No. 6 wall • 2. '/t spa
board screws at 8 " on cen -
ter . Channels wire tied to bot -
tom chord of joists with
doubled No. 18 gauge wire
or suspended below joists
on wire hangers .
4.
-