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EX-2 EXI5TIN6 EAST ELEVATION
51 5EGONI) FLOOR • P LAN
FLOO THIRD + 1 P LAN
(5ENE NOTE
R OO F
1► A
INTERSTATE 10
HIGHWAY 6
.. +
SORE GR'.EEr-
VAIL VALLEY DRIVE
VAIL VILLAGE
FIL.IN6 7
5000ER FIELD
- UNIT A -10
I
50ALE: N.T.S. NORTH
ZON I N6 - LOO E)EN5 TY MULTI FAMILY
wad r12,
THE WORK WILL INCLUDE THE CONSTRUCTION OF A NEN DORMER ON THE EAST FAOING ROOF OF AN EXI5TIN6
MULTI- FAMILY BUILDING NHIGH WILL INCLUDE THE MODIFICATION OF THE EXI5TIN6 ROOF STRUCTURE, THE
ADDITION OF NEW ROOF STRUCTURE, INSTALLATION OF NEW ROOFING OVEN.. THE NEW AND EXISTING ROOF
AREAS IMPACTED BY THE ADDITION OF THE DORMER AND REPLACEMENT OF EXI5TINC WINDON5 AT THE NEW
DORMER.
1. ALL NORK WILL BE COMPLETED IN ACCORDANCE WITH THE 200R EDITIONS OF THE "INTERNATIONAL
BUILDING CODE" (IBC), INTERNATIONAL PLUMBING GODS, "INTERNATIONAL MECHANICAL CODE ",
INTERNATIONAL FLUE CHAS GORE ", INTERNATIONAL ENERGY CODE ", "INTERNATIONAL FIRE GORE ", THE 2005
EDITION OF THE NATIONAL ELECTRICAL CODE AND TOWN OF VAIL ORDINANCE lb SERIES OF 200Q FOR
ADOPTION OF THE ABOVE LISTED COTES.
2. THE EXISTING BUILDING HAS AN APPROVED AUTOMATIC SPRINKLED SYSTEM. MODIFICATIONS TO THE
EXI5TIN6 SYSTEM, REQUIRED FOR THE ADDITION OF THE NEW DORMER SHALL BE MADE BY A DE516N BUILD
COMPANY APPROVED TO WORK IN THE TOWN OF VAIL. PRIOR IOR TO THE START OF TH15 ASPECT OF THE
NORK THEY WILL 505MIT A PLAN TO THE TOWN OF VAIL FIRE DEPARTMENT FOR APPROVAL.
3. THE EXISTING FUILDING HAS BEEN CLASSIFIED AS TYPE 111 --A. GON5TRUCTION. ALL NEW NORK NILL BE
COMPLETED IN ACCORDANCE WITH TH15 CLASSIFICATION.
4. THE EX15T1N6 BUILDING HAS BEEN CLA551FiEP A5 AN R2 OCCUPANCY. ALL NEW WORK WILL BE
COMPLETED IN ACCORDANCE WITH TH15 CLASSIFICATION.
5. EX15T €N6 RATED A55EMBLIE5 DAMAGED DURING CONSTRUCTION WILL BE REPAIRED TO PROVIDE THE
ORIGINAL RATING AND PROTECTION.
b. SHOULD ANY PENETRATIONS OF EX15TIN& WALL ASSEMBLIES AND FLOOR / CEILING ASSEMBLIES BE
REQUIRED DUR.IN6 THE CONSTRUCTION PROCESS, THEY ARE TO BE SEALED IN ACCORDANCE WITH THE 150"
AND WITH U.L. APPROVED ASSEMBLIES. THE CONTRACTOR WILL NOTIFY THE ARCHITECT OF ANY AND ALL
SUCH PENETRATIONS, NHO WILL THEN PROVIDE THE REWIRED PENETRATION 5EALING ASSEMBLIES.
8. THE NEW NI DOW5 TO REPLACE THE EXISTING ARE TO METAL CLAD NOOD AND HILL HAVE A U- FACTOR OF
0.35 OR LESS KITH THE U- FACTOR LABELED ON EACH N1NDOPq UNIT BY THE MANUFACTURER.
q. THE FOLLOWING ARE MINIMUM REQUIREMENTS - REFER TO PROPOSED ROOF PLAN SHEET A -2 FOR 5PEEC11FIC
INFORMATION CONCERNING THE ACTUAL ROOF INSULATION TO BE PROVIDED.
A. EXTERIOR WALL5 - R -215.
B. ROOF - R, -38.
10. NEN ROOFING MATERIALS ARE TO BE IN COMPLIANCE W1TH A CLASS A ROOF. IT SHOULD BE NOTED
THAT NOOK 5HAKE5 AND 5HINGLE5 ARE PROHIBITED. REFER TO ROOFING NOTE NO. I ON SHEET A-2.
11. NEN 5NON GUARD5 TO BE ADDED (SEE ROOF NOTE NO. 5 ON SHEET A -2.
12. THE VENTING OF THE EXISTING AND PROP05ED RAFTER SPACE WILL BE AVOIDED BY THE TYPE OF
INSULATION AND VAPOR. BARRIER TO BE PROVIDED. REFER TO ROOF NOTE NO. 6 ON SHEET A--2.
13. THE EXTERIOR NALL FRAMING MATERIALS ARE TO BE FIRE- RETARDANT TREATED HOOD.
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A-4
UNIT A-$
UNIT A -10
UNIT A -I2
EXI5TIN& WALL FR,AMIN& AND
SIDING MATERIALS TO BE CUT
DONN OR AS REOUIRED
E XTENDED WITH 51DIN6 TO BE
REPLACED AS REQUIRED DUE TO
DAMAGE CAUSED BY THE
GUTTING PROCESS -- TH15 WALL
15 NOW A BEARING WALL-
L E d*7 E N 1 0 .)
0 - FIRE RATED ASSEMBLY (REFER TO SHEET A -2)
m
0
2'-W
af-4*
q { - 4 p
N No
EXTENT O FX1 5T. HN" {
NEW STEEL COLUMN-
VERIFY LOCATION
(REFER TO ROOF
I NOTE NO. 4 (SEE
5TRUGT) - -- - - - w
LINE OF DORMER
I � OOF ABOVE
NNEN NINDON5 TO
ALIGN WITH DOORS
I BELOH (REFER TO
BUILDING CODE NOTE
NO. S ON SHEET A --0)
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I
UNIT A -& UNIT A -IO
S :
I . THE CONTRACTOR 15 TO COORDINATE ALL V40RK KITH THE NORTHWOOD5 CONDOMINIUMS PROPERTY
MANAGER, PRIOR TO THE START OF CONSTRUCTION AND AS REQUIRED DURING THE CONSTRUCTION
PROCESS.
2. THE CONTRACTOR WILL VERIFY DAILY WORK START AND STOP TIMES WITH THE NORTHWOOD5
CONDOMINIUMS PROPERTY MANAGER.
3. ALL BUILDIW,; COMMON AREAS ADJACENT TO THE AREA OF WORK ARE TO SE PROTECTED AND KEPT
GLEAN DURING THE ENTIRE HORK PROCESS.
4. THE GONTRAGTOR SHOULD NOTIFY THE ARCHITECT OF ANY DEFICIENCIES IN THE EXI5TIN& CONSTRUCTION
AS IT RELATES TO GOUALITY, 5AFET't AND HUILDIN6 CODE ISSUES.
, 5. ALL NEN MATERIALS AND FINI5HE5 ARE TO BE SELECTED BY THE CONTRACTOR AND APPROVED BY THE
OWNER.
6. THE EXTERIOR WALL FRAMING MATERIALS ARE TO BE FIRE - RETARDANT TREATED WOOD.
GYPSUM .SHEATHINGS GYPSUM WALLBOARD, WOOD STUDS L..�- -._...
EXTERIOR SIDE.: Base layer 5 /6" type X gypsum sheathing applied parallel o r at right
angles to 2 x 4 wood studs 24" o.c. with 6d coated nails, 1 long, 0.085" shank, 1 /4"
heads, 24 " o.c. Face layer 5 /8" type X gypsum sheathing applied parallel or at right
angles to studs with 8d coated nails, 2 long, 0.100" shank, Ile heads, 8 " o.c. Exterior
cladding attached through sheathing to studs.
INTERIOR SIDE: Base layer 5 /e" type X gypsum wallboard or gypsum veneer base applied
pamlle or at right angles -to studs with 6d coated trails, 1 1e" long, 0.085" shank, 1 /4"
heads, 24" o.c. Face layer s/e" type X gypsum wallboard or gypsum veneer base applied
parallel or at right angles to studs with 8d coated nails, 2 long, 0.100" shank, 1 /4" Thickness: 6 " without exterior cladding
heads, 8" o,c. Fire Test: See`Wl? 4135
Joints staggered 24" each layer and side. (LOAD - BEARING) (FM WP 360, 9- 27 -74)
GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING i I
Base layer sle " type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24"
o.c. with I'M' Type W or S drywall screws 24" o.c. Face layer e /e" type X gypsum
wallboard or gypsum veneer base applied at right angles to joists with 1718" Type W or
S drywall screws 12" o.c. at joints and intermediate joists and 1'le Type G drywall
screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24 " from base
layer joints. Wood joists supporting Ili" plywood with exterior glue applied at right angles
to joists with 8d nails. Appropriate roof covering. Ceiling provides one hour fire
resistance protection for framing, including trusses, Approx. Ceiling
Weight: 5 psf
Fire Test: FIJI FC 972, 2- 25 - 72;
ITS, 8 -6 -98
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" ,rr a► �► .rr
FLOOR 08 ROOF ITEM 4 3 2 i 4 3 2 9
CONSTRUCTION �i! MBER CEILING CONSTRUCT16 hoer hour hour horar Maur hour hour I hour
22. Steel joists, door trusses Base layer 1 /8" Type X gypsum board applied at
and Bat or pitched roof trusses right angles to steel training 24" on center with V
spaced a maximum 24" o.c. Type S drywall screws spaced 24" on center. Face
with 1 l 2 " wood structural panels layer $I Type X gypsum: board applied at right
with exterior glue applied at angles to steel framing attached through base
right angles to top of joist: or 22 layer with 1 Type S drywall screws 12" on _ — — v aries __ - — V/4
top chord of trusses with Sao. 8 center at end joints and intermediate joints and
screws. The wood structural 1 Type CG drywall screws 12 inches on center
panel thickness shall not be less placed 2" back on either side of face layer end
than nominal r / nor less than joints. Joints of the face layer are offset 24" from
ljre ucl d �) Ch4pter 2 _ 1 1 _ __________ .__ _.._ _.._..... theme 'dints cif th ba se lq�q.
A
r
GYPSUM WALLBOARD, STEEL COLUMN COVER
Base [aye° 1/2" type X gypsum wallboard applied around TS4x4x0.188 tube steel column
and held in place with paper masking tape. Second layer either No. 24 MSG galvanized
steel column cover consisting of two L- shaped sections with snap -lock sheet steel joints
or No. 22 MSG galvanized steel column covers consisting of two L- shaped sections with
lap joints fastened with No. 8xm /2 " sheet metal screws 12" o.c. Dace layer mid" type X
gypsum wallboard applied without horizontal joints to column cover with V Type S
drywall screws 8" o.c. spaced 1" from vertical edges. Metal cornerbaad applied to all
comers with V Type S drywall screws 12" o.c. in each flange.
Fire Test:
UL NC505- (1 -6), 71NK2639,
1223 -75;
UL NC505, 77NK1518,
UL Design X526
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1
EXISTING ROOFING TO BE
REMOVED AND FULL
COVERAGE SELF
APHE51VE WATERPROOF
MEMBRANE 15 TO 13E
INSTALLED OVER THE
5OL1D SHEATHING ON THE
EXISTIN COLD ROOF
CONSTRUCTION AND NEW
ROOFING TO MATCH
EXISTING IS TO BE
INSTALLED - -- --
EXISTING ROOF
STRUCTURE TO REMAIN
AND TO 13E MODIFIED
(SEE STRUGT)
APPROXIMATE LOCATION
OF NEW ROOF BEAM
(REFER. TO NOTE NO. 4)
NEW DORMER ROOF (SEE
5TRUCT.)
DASHED LINE INDICATES
APPROX, FACE OF SIDING
(TYPICAL)
R
NEW GUTTER WITH
DOWNSPOUT
5NO N GUARD BY O
(REFER TO NOTE NO. 5) --
FACE OF FRAMING AT
SUB- FA5GIA (TYPICAL)
LINE OF EXTENT OF
EXISTING ROOF TO BE
REMOVED AND EXISTING
GUTTER TO 133E OUT BACK
OR REPLACED AS
REOUIRED (TYPICAL) --
EDGE OF ROOF (TYPICAL)
/4'
{ _ ____ _ _ _ _EXISTING RIDGE_ __ - _ _ — _— �.._.._ —_ _ --____ _ _ _ _ � _ _ — _ —_
EL. +!- e 257' - - _ — $ ` �= -i_T _� �I r _ _ r _ _ _ _ _ _ — — _ _ — — — ..._.
I LL_
_J
�w ^1 IW
$ _J lu EXISTING
5KYL16HT
I I 1 TO REMAIN
1 __ ____ — Y! _._. — _-- ___ .....v_._. _T ®_.�.i
12 5 5.12
, �_ I I +/ -: +/ -I�)
I� Ij ! U i
WALL5 BELOW �I I ► V1wl�'.IFY VERIFY $
Z I...: w (TYPICAL)
m - T_ ' I.
I' IL h
$ �z - /. II $ J
` � I PORTION OF EXISTING
+/- 5:12 +/- 5:12 A-4 $ .
I EI I ROOF STRUCTURE TO
VERIFY VERIFY REMAIN AND BE TIED
�+ INTO NEW DORMER
C) I $ FRAMING AT VALLEY
I I; —fit°°° � I
o�
- E .._.�._..._._.__.___ ---__
OH UN
A-4
<_2
A-4
UNIT A -5 I UNIT A -10
FIELD VERIFY THE EXTENT OF
EXISTING ROOFING TO BE
REMOVED TO BE ABLE TO
APPLY SELF ADHESIVE
HATERPROOF MEMBRANE
FROM THE EXISTING ROOF
SHEATHING UP SUB- FASCIA
OF DORMER ROOF AND
BELOW MEMBRANE ON THE
DORMER ROOF
UNIT A -12
IN
FIRE RATED ASSEMBLY (REFER TO THIS SHEET)
ROOF NOTES b
1. THE EXISTING ROOFING 15 TO BE REMOVED IN THE AREA OF NEW CONSTRUCTION
5. THE DISPLAYED 5NOW GUARD 15 TO Be DESIGNED AND INSTALLED BY OTHERS
AND REPLACED W1TH NEW ROOFING TO MATCH THE EXISTING AND WITH
CONTRACTED WITH THE BUILDING ASSOCIATION, THE CONTRACTOR SHOULD
MATERIALS THAT PROVIDE A CLASS "A" ROOF. PROVIDE PREFIN15HEP SHEET
COORDINATE THIS WORK WITH THE DORMER CONSTRUCTION TO BE SURE THAT
METAL VALLEY FLA5HIN65 AND DRIP FLA5HING5 AT THE EDGE OF ALL ROOFS.
THE INSTALLATION DOES NOT HAVE A NEGATIVE IMPACT ON THE NEW
FIELD VERIFY EXTENT OF EXISTING ROOFING TO BE REMOVED TO ACCOMPLISH
WATERPROOFING AND ROOFING INSTALLATION.
THE NEW CONSTRUCTION AND TO TIE IN THE NEW ROOFING. IT SHOULD BE NOTED
THAT THE EXISTING ROOFING REFER5 TO NEW ROOFING TO BE INSTALLED BY
6. THE ENTIRE EXISTING AND NEW ROOF AREA BETWEEN GRID LINES 25 AND 25
OTHERS IN THE FALL OF 2010 AND DOES NOT REFER TO THE ROOFING
AND FROM GRID LINE "A" TO THE EAST EDGE OF ROOF IS TO RECEIVE FULL
PRESENTLY ON THE BUILDING. THE ROOFING WORK ADJACENT TO THE
DEPTH BLOW -IN INSULATION Its ALL JOI5T 5PAGE5. PROVIDE THE " OPTIMA"
CONSTRUCTION DESCRIBER IN THESE DRAHING5 WILL BE COMPLETED 13Y A
L005E FILL FIBER GLASS INSU SYSTEM WITH "MEMBRANN " SMART VAPOR
ROOFING INSTALLER WORKING DIRECTLY FOR THE 13UILDINO A55OC1ATION. THE
RETARDER AS MANUFACTURED BY "CERTAIN TEE CORP." AS REQUIRED BY
GENERAL CONTRACTOR 5HOULD COORDINATE WITH THE A55OCIATIONS
THE TOWN OF `+/AIL BUILDING DEPARTMENT, THE INSULATION CONTRACTOR HILL
ROOFING INSTALLER,
PROVIDE SPECIFICATION AND OTHER DATA THAT WOULD CONFIRM THAT THE
-
CODE REG2UIRED JO15T SPACE VENTING CAN BE ELIMINATED.
2. PROVIDE FULL COVERAGE SELF ADHF51VE WATERPROOF MEMBRANE OVER THE
SOLID SHEATHING OF THE EXISTING COLD ROOF CONSTRUCTION, OVER THE THE
IN ADDITION TO THE JOIST SPACE IN5ULA1`ION, THE AREA ABOVE THE NEH
ENTIRE NEW ROOF AREA, 15" UP ONTO SHEATHING OF ADJACENT 1NALL5 AND UP
DORMER ROOF WILL RECEIVE A +/- 4 " THICK R161P INSULATED PANEL. WITH A
CURB AT EXISTING SKYLIGHT, THE MEMBRANE SHOULD EXTEND OVER DRIP
NAILABLE SURFACE,
FLASHING AT ALL EDGES OF THE ROOF.
5. THE DIMEN51ON5 INDICATED FOR ROOF OVERHANG (OH) ARE FROM FACE OF
STUN AT EXTERIOR WALL TO FACE OF 50 FA501A AT THE EAVES AND RAKES,
4, FIELD VERIFY THE LOCATION OF THE NEW STEEL BEAM AT THE INTERSECTION
OF THE MODIFIED EXISTING BAR JOI5T5 AND NEW ROOF STRUCTURE AND AL50
HITH THE HEIGHT OF THE NEW DORMER RIDGE BEAM TO BE SURE THAT THE
VALLEYS ON THE NEW DORMER OCCUR 1' -0" EAST OF THE CORNERS OF THE
EXISTING SHED ROOF PORMER THE NORTH SIDE OF THE NEW DORMER AND
`
�� } 5ET
THE ADJACENT BUILDING ON THE SOUTH 51DE.
t I
IN
•
t
y
i
•
i�
i
i�
NEW ROOFING TO MATCH
AND REPLACE EX15TIN6
ON NEN AND MODIFIED
EX15TINC7 ROOF
5TRUCTURE f5EE STRUCT)
5NON GUARD BY OTHERS
(REFER TO ROOF NOTE
NO. 5 ON SHEET A-2)
A RIDGE
EX15TIN651PINO ON
ADJACENT BUILDING TO BE
CUT BACK TO EXTEND
HATERPROOFING FROM
ROOF 5HEATHINry UP HALL
AND TO INSTALL FLASHING
PROPOSED RIP&E
4 5TRVC.J. PLYWOOD
4 'EL. +/- b250'-rl"
NEW 45UTTER AND
VONN5POUT TO MATCH
EXISTING
THIRD FLOOR
O. SLA13
W EL. b24Z3'-1O"
NEIN DORMER WITH FIN15H
MATERIALS TO MATCH
EX15TIN6
EXISTING RAILING TO
REMAIN
EX15TIN& P41NOOPq TO
REMAIN
FIR5T FLOOR
/ KT.0.5LAB
EL. 6224'-(g"
0
EX15TIN6 kq00V51VINCl TO REMAIN
MOM
FIELD VERIFY THE EXTENT OF EX15TINCS ROOFING TO
BE REMOVED TO BE ABLE TO APPLY SELF ADHE51VE
P4ATERP•OF MEMBRANE FROM THE EX15TINO ROOF
5HEATHIN6 UP5U6-FA561A OF DORMER ROOF AND
BELOW MEMBRANE ON THE DORMER ROOF
24
A -4
3
UNIT A-10
:2a :2
:26 :21 1 1
i �
EX15TIN&SKYLIOHT TO
REMAIN
PORTION OF EXt5TINO
ROOF TO BE
REMOVED AND
(5UTTER TO BE OUT
BACK OR REPLACED
AS REWIRED WITH
NEW ONE TO MATCH
EXISTING SHED ROOF
TO REMAIN
12
=1
UNIT A•12
V
•
FIRE RATED A55E (REFER TO SHEET A-2)
NOTE:
FOR CLARITY TH1513UILPIN6 ELEVATION HAS BEEN PRAWN
AT A POINT LOCATED BETWEEN THE WALL. ABOVE THE
PARKMO GARAGE ENTRY AND THE FACE OF THE BUILDING
WITH THE WALL AT THE 6ARAC7E ENTRY NOT DISPLAYED.
NOTE:
ALL NEW MATERIALS ARE TO MATCH EXISTING, ARE TO BE
FIN1514W TO MATCH AND WILL INCLUDE BUT NOT BE LIMITEP
TO ROOFINC7, HINVON5,61VIN6, FASCIAS, SOFFIT BOARDS,
TRIM BOARDS AND FLA51-11N*5.
N I Mid 0 0 1 SRI OR wr
6
-4
; Vr.�?
L
N I Mid 0 0 1 SRI OR wr
6
EX15TIN6 HALL
CONSTRUCTION TO REMAIN
F"'AfkOT"MIAL 5" r= C T 1 �0` N
"ok"'r- "OUTH
AT I tv
•
EMIRS=
ortnooft
r ft *oft ago&
•
IN I Z;mIoo ,O wm CLEVATION
,A"k ,dff& 40
A T T H I 'm Z � f' L Q w c o; m ow" Em tomwla men CW^/Qo #%4 M E A =Oft T A A L
EX15TINO ROOFING TO BE REMOVED AND
NEW CLASS "A" ROOFING TO MATCH
EXISTING 15 TO BE INSTALLED OVER FULL
COVERAGE SELF ADHESIVE WATERPROOF
MEMBRANE ON THE SOLID 5HEATHIN6 OF
THE EX15TINCv COLD ROOF CONSTRUCTION
NEW CLASS "A" ROOFING TO MATCH
EXISTING OVER FULL COVERAGE SELF
ADHESIVE K, MEMBRANE
ON INSULATED PANEL WITH NAILABLE
SURFACE IN5TALI ED ON THE
STRUCTURAL PLYV40012 SHEATHING
NEW VORMER ROOF 5T'RUGTlJRE
WITH STEEL RIDGE BEAM, BENT
STEEL SUPPORT BEAM AND 2x
RAFTERS AND OUTRIGGERS AT
EAST EN12 OF ROOF (SEE 9
RIDGE
Z.O. PLYV4000
' +/- 525
FULL DEPTH BLOW --IN INSULATION
IN J015T SPACES ON EACH 5112E
OF STEEL BEAM (REFER TO ROOF
NOTE NO. 6 ON SHEET A-3)
PROPOSED R1126F
4
" +/-
TYPICAL. FA501A AND SOFFIT
CONSTRUCTION TO MATCH EXISTING
2x DROP CEILING-, J015TS SET AT
BOTTOM OF NEW BENT STEEL BEAM:
THIRD FLOOR
�T.0.51-AB
' D EL.. 8243
START OF SLOPPED GEILIN6 AT
WALL BEYOND
EXISTING ROOF AND STEEL
BEAM TO BE REMOVED
EXISTING DEGK TO REMAIN
SECOND FLOOR
T.O. SLAB
EL. b234-2"
START OF
SLOPPED CEILING
AT MALL
NEW SOUND
INSULATED WINDOW
WITH TRIM TO
MATCH EXISTING
EX15TIN6 COUNTER
AND SINK TO
REMAIN
I=
MIN
q'-4m
W-4
q'-4
q'-4"
EX15TIN& RID&E - — — — — — — — — — — - I -- - - - - - - -
I i �� -� -- �l 1 � � I � � � s I
EL. e�251-
J
LL
7 W __j IL
- - - - - - - - - -
i ��� � � � � II ��� -� I I I
SKYLICvHT
_ ______�_ ==- �S_ �� I � r - ____ _� �______ __ _____ --- — — — — — — — —
I III f � II !!� !I�
ii 1
NALL5 BELOW -OP,
I (! i (TYPIOAL) ( I f I
I I III I�I
5:12 5:12
--------------- ---------
I � i I l III w = 1 1 1
VERIFY VERIFY i t
({ j � p � I I
11 ;i� +
kb
w Uj
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j
- - - - - - - - - -- - - -
UNIT A-& , I. UNIT A-10 I UNIT A
f=XISTIN& rr
R001= PLAN Q7
50ALE: 1/4" = V-O" PLAN
NORTH
Sheet Number
=am
OL
Ty
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X
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OL
CL
Sheet Number
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A,EX15T[N(5 RIDGE-
+/ 025
THIRD FLOOR
,,KT.O. 5LAP
"'EL. b243'-10"
5ECONV FLOOR
T.U. 5LA-M
' 8254'-2`
FIRST FLOOR
T.O. SLAB
4 "EL. 5224'46"
UNIT A-8
UNIT A-10
u
UNIT A-12
UNIT TO BE REMODELED
"Em X 15 T I O N&
E At"p"T ELEVATION
SCALE. 1/4' = 1'-0"
NOTE:
FOR CLARITY TH15 BUILDING ELEVATION HA5 BEEN VRAv4N
AT A POINT LOCATED BETWEEN THE Y4ALL ABOVE THE
PARKING GARAGE ENTRY AND THE FACE OF THE DUILPIN&
V41TH THE 1NALL AT THE GARAGE ENTRY NOT V15PLAYED.
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1 2:2 :21�
:2a :2.4 :26 .2 28 I
DESIGN CRITERIA: Northwoods A10 Dormer JOB #: 1003-03
Roof Live Load (Sno -------------------------------- 80 pof
Roof Dead Load ------------------------------------ 20 paf
Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B)
Seismic Design Category ------------------------------- B
|BC/IRCEditiom ------------------------------------ 2009
There is no new floor area or roof area odded, the existing roof form has been altered to
create the dormer. According to {BC 1614.3, the alterations to the structure do not (nonwooe
the seismic force in or deonaoao the design strength of any resisting structural element in the
building by more than 5%.
STRUCTURAL WOOD FRAMING:
o. Except where noted otherwise, all 2" norn|no| lumber, except studs, ahoU be Douglas Fir—Larch
and better, and all solid timber beorno and posts 3" nominal and wider ohoU be Douglas
Fir—Larch
b. Studs shall be Stud grade and bettor Douglas Fir—Larch or Henn Fir.
C. Except as noted otherwise, rnln|rnurn nailing shall be provided as specified in the "Fastening
3chedV|e" /2000 IBC Table 2304.8.1\.
d^ Un|aoo noted otherwise, steel connectors such as those manufactured by the Simpson
Company nhoU be used to join rafters, j or beunnm to other bworno at flush—framed
conditions. Use all specified nails. Connector conditions not otherwise noted ahoU utilize Type
U or Type HU hangers of o size opooiMooUy designed for the rn*rnber supported, as ehnvvn in
the manufacturer's published tables. Contact structural engineer for details as required.
w. Wood nailer plates installed on steel boorna for top—flange hangers shall be ripped to match
the width of the wall or beam flange. Nailer plates supporting top flange hangers from one
side only ohoU be installed flush with the face of beam flange at the hanger locations.
t All lumber used in construction shall have o nloxinlurn moisture content of 19% and shall be
treated non—combustible..
i
\6'
g.
1. Roof Construction:
C.
Construction practices: General contractor is responsible for means, methods, techniques,
A. Provide 5/8" think APA plywood sheathing rated 40/20\ exposure 1. Install
sequences and procedures for construction of this project. Notify structural engineer of
sheathing with long dimension perpendicular to rafters or trusses and end j
omissions or conflicts between the working drawings and existing conditions. Coordinate
staggered. Nail with 8d noi{a spaced at 8" along panel edges and at 12" a long
requirements for mechanical/electrical/plumbing penetrations through structural elements with
intermediate supports.
structural engineer. Joba|ta safety is the ao}w responsibility of the contractor. All methods
B. Provide wind/seismic anchors at supports for oU joists. sts. See nailing schedule.
used for construction shall be in accordance with the latest editions of the |BC�R��,
C. Provide solid' blocking between roof rafters and lookou ' at all bearing locations.
d'
Details not specifically shown on the drawings ohoU be constructed in o manner airnUor to the
Blocking material nhoU rnotoh depth of rafter or lookout material.
details that are shown for like conditions. These |terna ohoU be brought to the attention of
the structural engineer as soon as possible for approval. Approval shall be obtained prior to
STRUCTURAL
STEEL:
installation.
e.
All waterproofing and flashing is the responsibility of the architect and contractor.
o.
Structural steel uhoU be detuUed, fabricated and erected in accordance with the most current
t
It is the responsibility of the contractor to contact the structural engineer at the appropriate
editions of A|SC Specifications and Code of Standard Pruot|oe'
time to perform site observation visits. Observation visits to the ' bsite by the engineer are
b.
Structural steel VV shapes ohoU be ASTW A892' Other rolled shapes, including okztos and
for determination of general conformance with the construction dnourneDto and shall not be
angles ohoU be A3TN A36, Round or rectangular HSS shapes shall be ASTW A500 grade B.
construed as inspection.
C.
All bolts used in steel framing shall conform to ASTIVI Spe A325. Bolt sizes ohoU be
g'
Though every effort is made to provide o complete and clear set of construction documents,
�4`0 unless noted otherwise.
discrepancies or omissions may occur. Release of these drawings anticipates cooperation and
A | we|ding shall be done by on AVYS qualified w�|d�
' |oy
continued communication between the contractor, architect and engineer to provide the beet
'
Delay pointing within 3" of field welds until welds one onrnp|eted^
possible otruoture. Those drawings have been prepared for the use of o qualified contractor
experienced in the construction techniques and systems depicted.
GENERAL REQUIREMENTS:
h.
Existing structures: Contractor shall be responsible for verifying dirnenainns, e}evotion$,
framing, foundation and anything o|ae that may affect the work shown on the drawings.
o
'
Structural erection and bracing: The structural drawings illustrate the completed structure
Underpinning, shoring and bracing of existing structures eho|| be the responsibility of the
rted ond braced. The contractor, |n
with all elements in their final positions, properly supported
^
ontrootor.
the proper nequenoe, shall provide shoring and bracing as may be required during construction
to achieve the final completed structure. Contact structural engineer for consultation /not in
contract) as required.
b.
Dimensions: Check all dimensions against architectural drawings prior to construction. Do
not 000!e drawings.
!
| |
NOTE: CONTACT ENGINEER
WHEN (E) IlRAMING IS EXPOSED,
VERIFY ALIGNMENT OF W8 MAY NOT BE REQUIRED IF
(E) BM. W/ (N) BRG. SUFFICIENT BLOCKING IS
WALL ABOVE EXISTING
hJO�TA
'`~^'^'''
FLOOR FRAMING PLAN SCALE: 1 /4" V-0" r-A -
u
FRAMING PLAN SCALE: 1/4" = V-0 )1
%" PLYWD. ON 2x4 NAILERS ON (E)
16" BAR JOISTS BEYOND (SEE SECT.
1/S2 FOR NEW BEARING CONDITION)
(N) HSS3x3x'Yls COL.
BRG. F�: Y2 "x4 "x0' -8
WELDED TO BM. & COL.
04; ; ,, i •
(N) MC10x25 CONT., WEB
PUNCHED FOR Y" O PLUG WELDS
@ 12" O.C. ALONG TOP & BOT.
(E) C1 2x20.7
SCALE: 3/4" = 1' —O"
(N) W12x19 --f
JL3x3x- 6x0' -8Y WELDED
TO BOTH BM. WEBS
SCALE: 3/4" = 1' —O"
11
II
ICI
(E) W6 COL. I II 1
8 1
illl
Illf
3 (j
L6x4x —Q
SCALE: 3/4" = 1' -0"
SOLID BLKG. BTWN.
LOOKOUTS @ BRG.,
TYP.
(4) -10d NAILS INTO
` EA. LOOKOUT, TYP.
\ EQ.
L
2x12 STRUCTURAL
SUB — FASCIA, TYP.
2x12 LOOKOUTS --�
@ 24" O.C., TYP.
(3) -2x10 SLOPING
HEADER
(N) 2x12 RAFTERS
@ 24" O.C.
EQ.
RIDGE
C ONT. `
PACK : : • r
F OR RAFTER HANGE
(E) C1 2x20.7
SLOPING BM.
CAP. T: Y "x4 "x0' -8 W/
(2) -%`0 THRU —BOLTS
(N) HSS3x301'6 COL.
%" PLYWD. ON 2x12
RAFTERS @ 24"
r• i
- - . . - -. / . )f � , ...,1
(E) 5 /s" PLYWD. ON
CONT. 2x4 NAILER
(E) JOIST TOP CHORD
L3x3xY4xO' -4 EA. SIDE
(BEVEL TOP TO MATC1•
ROOF PITCH)
CAP T: Y2 "xBM. WIDTH
x0' -8 W/ (2) -3 /4 " 0
THRU— BOLTS.
(1) —EA. SIDE OF WEB.
(N) HSS 3x3xY4
IN STUDPACK
BTWN. WINDOWS
1/4
l4 rIi ILU JirNM-
EA. SIDE
SIMPSON LSSU210,
TYP,
(N) BENT W8x35 BM."
(N) W8x21 RIDGE BM.—
W/ CONT. 2x NAILER I
JL3x3x- 6x0' -5Y WELDED
TO BOTH BM. WEBS
�r
-� S-- - -(E) 16" BAR JOISTS,
J ' CUT OFF AT (N) BM.
' ADD L1Yx1Y2xY8 TO WEB EA. SIDE
[(E) WEB CONFIGURATION MAY VARY]
(N) W12x19 BM.
UNDERFRAME CEILING
TO MATCH DEPTH OF
(E) 16" BAR JOISTS
SCALE: 3/4" = 1' —O"
N OTES ROOF FRAMING PL-AN.
PLAN •• NEW FRAMING:
1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ,a
EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 04
NON— CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: 0
SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED:
2. ALL POSTS ARE LABELED AT THE TOP.
3. NEW ROOF SHEATHING IS 5 /8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20.
4. NEW ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED).
5. ALL NEW ROOF RAFTERS ARE: 2x12's 0 24 ", TYPICAL, UNLESS NOTED OTHERWISE.
6. (E) REFERS TO EXISTING CONSTRUCTION ( ), (N) REFERS TO NEW (
�
SCALE: 1 /4" = 1,_O„