2004-664 (2) I
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CD
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a' A' No. DESCRIPTION DATE 3
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REVISIONS
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CD
N Q
i REMOVE WINDOWS & SECTION O W Z o
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OF WALL FOR NEW DOOR dV z D
LOCATIONS z z
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REMOVE EXISTING WALL J � E W p o
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FOR NEW DOOR OPENING J 04 0 �o
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WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
IF
J--Yl
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
34'-0" 30'-0"
32'-0"
96'-0'
EXISTING FLOOR DEMOLITION PLAN
0
REMOVE SHINGLES AS REQUIRED
TO PLACE NEW TRUSSES
CUT BACK EAVE LINE & TRUSS b
TAILS TO ERECT NEW ADDITION.
REMOVE SIDING AS REQUIRED TO
my
ERECT NEW ADDITION
IH ` ' ` ' ` REMOVE EXISTING FILL TO C)
---- ERECT NEW FPONDATION
------ --------------- -------------------------------------
e�
FRONT ELEVATION s
/8 , 0
� s �
REMOVE SHEATHING & STUDS
FOR NEW OPENING
CUT BACK EAVE LINE & TRUSS
TAILS TO ERECT NEW ADDITION.
REMOVE EXISTING WINDOWS
REMOVE SIDING AS REQUIRED TO
ERECT NEW ADDITION
REMOVE EXISTING FILL TO 1 EO I
ERECT NEW FPONDATION !
------ --------
- EXIST. FlN. FLOOR -------- --1---1--------------------------- E�DaRc
rEr� �®
RIGHT SIDE ELEVATION
71 �
REMOVE SHINGLES AS REQUIRED
TO PLACE NEW TRUSSES
CAD FILE NAME
ACAD\
CUT BACK EAVE LINE & TRUSS sc,aLE AS NOTED
TAILS TO ERECT NEW ADDITION.
DRAWN BY
DRAWING TITLE
REMOVE SIDING AS REQUIRED TO
DEMOLITION
ERECT NEW ADDITION PLAN 8c
REMOVE EXISTING FILL TO '� '' \ ' \ ' ELEVATIONS
ERECT NEW FPONDATION ----------- ----- ------ -------- ------- ---------------------- ------------------------- -------
4
REAR ELEVATION DRAWING No.
C
DESIGN LOADS.
UNBALANCED SNOW LOAD 75 PSF ROOF.
BALANCED SNOW LOAD 50 PSF TV SNOW: 70 psf Ground Snow
DEAD LOAD 10 PSF 50 psf Sloped Roof Snow Load (Ps)
ROOF TRUSS 0 Ce = 1.0
12
24" C-C. 6 s = 1.0
= 1.0
5/8" COX PLYWOOD. DEAD: Is
14 psf Total
2X SUBFASCIA 12 12
CONT. 61 116 LATERAL LOADS. N6.1 DESCRIPTION DATE
SEISMIC.
Seismic Use Group 1 REVISIONS
Seismic Design Category C
Sds = 0.349 , Sd 1 = 0.162
Site Cass D (Assumed)
4:E
Seismic - Force Resisting System: 1:K o
Light Framed Wood Shear Panel Walls 3
Design Base Shear (V) = 3.32 kips }
2X12BLOCKING Simplified Analysis Procedure (1617.5) `' Z o a
(BETWEEN TRUSSES) WIND. Basic Wind Speed 90 mph (3 -sec. gust) (� o<z
SIMPSON H1, EA. 1w = 1.0 - Building Category 1 W j
TRUSS. Wind Exposure B 0) V aLCn
SEE PLAN SEE PLAN SEE PLAN SEE PLAN Internal Pressure Coefficient - +/-0.18 a Z 0 o
1 -6„ Q u, a cn
TO MATCH EXIST. 1. PLYWOOD SHEATHING SHALL BE APA GRADE STAMPED FOR � it
w 3 o
SPECIFIED SPAN, SHALL BE MADE WITH EX!ERIPR GLUE co
AND SHALL BE THE FOLLOWING THICKNESS: N �_ a
� 0
F 0
W -
O W Of U I—ROOF SHEATHING SHALL BE 19/32" THK. Al (AMERICAN PLYWOOD ASSOCIATION) > .� ° ~o W it
DEAD LOAD 10 PSF RATED SHEATHING EXTERIOR, WITH A MINIMUM SPAN RATING OF 40/20. ALL ROOF 00 00 M W o
SECTION PLYWOOD SHALL BE NAILED TO ALL PERIMETER FRAMING WITH 10d NAILS AT A MAXIMUM W o z N N
SPACING OF 6" C-C. PLYWOOD SHALL BE NAILED TO ALL INTERMEDIATE FRAMING WITH a r 0000 o
" W a z co co o z}
10d NAILS AT A MAXIMUM SPACING OF 12 C-C. ONE PLYWOOD CLIP SHALL BE INSTALLED 0,�' COW 5 Z3 z
BETWEEN EACH FRAMING MEMBER AT PANEL EDGES WHEN FRAMING SPACING � = � o v+ 0o 0o a 0 a
NOTE DO NOT APPLY BALANCED & UNBALANCE EXCEEDS 16 ALL ROOF PLYWOOD NAILS DESIGNATED P.E.N. ON SECTIONS SHALL BE N a°, 0 5
SNOW LOADS SIMULTANEOUSLY. NAILED W/10d NAILS ® 6 C-C. _ 1=
U o NLO 0
PRE-ENGINEERED WOOD TRUSS — T� WALL SHEATHING SHALL BE 15/32" THK. AP,A RATED SHEATHING, EXTERIOR, WITH co U a`N 0 >°
P.E.N.
A MINIMUM SPAN RATING OF 24/16. PLYWOOD SHALL BE NAILED TO ALL FRAMING
N.T.S. WITH 10d NAILS AT 12" C-C IN THE FIELD AND 6" C-C AT ALL EDGES. SEE THE
5/8" CDX PLYWOOD. SHEAR WALL SCHEDULE FOR SPECIFIC REQUIREMENTS AT SHEAR WALLS. WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
2. WOOD TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH WITH MANUFACTURER'S
SECTION 2303.4 OF THE NEW YORK STATE BUILDING CODE, TPI-85 AND OTHER RECOMMENDATIONS, TRADE
APPLICABLE PUBLICATIONS AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. SPECIAL ASSOCIATION PUBLISHED
ATTENTION IS DRAWN TO THE INSPECTION REQUIREMENTS OF SECTION 2303.4 OF THE RECOMMENDATIONS AND
0.70kNEW YORK STATE BUILDING CODE. ALL ROOF TRUSSES SHALL MEET A DEFLECTION GENERALLY ACCEPTED LOCAL
f- � CRITERIA OF SPAN/360. ENGINEERING DRAWINGS AND CALCULATIONS CONFORMING WITH CONSTRUCTION INDUSTRY
THE DESIGN LOAD AND DEFLECTION CRITERIA SHALL BE SUBMITTED TO THE ENGINEER PRACTICES.
12 12 FOR REVIEW. DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A
6 ]6 PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF NEW YORK.
I j
SEE PLAN FOR SHEARWALL LOCATIONS.
f 1�� P.E.N. P.E.N.
2X DOUBLE PLATE.
PRE-ENGINEERED ROOF TRUSS RACE BOTT.
24" C-C. ALIGN W/ SHEAR CHORD AS REQ'D.
WALL BELOW. SIMPSON A23 Z Z
SHEARWALL BELOW, w
CLIP._10" C-C. Z C)
SEE PLAN FOR LOC. �p ^ a �
P.E.N.
(2) 2X4 CONT. PLATE. = -' 1p ~
oW
„ SEE PLAN SEE PLAN _. . SEE- PLAN SEE PLAN I z � - �
1/2 CDX PLYWOOD.
w a Uj
i _
2X4 STUDS ® 16"
C-C. 0 0Lj
�W i I a
� N. P.
SECTION 2 NOTE,
SEISMIC LOAD TO BE APPLIED AT SILL o BUILT-UP 2X STUD
PLATE AND PEAK LOCATIONS SIMULTANEOUSLY. z i AT END OF WALL (TYP.)
-0" SEE DIAG. T1 FOR GRAVITY LOADS. N U1 I
i z II
TYPICAL PRE-ENGINEERED WOOD TRUSS � � � � � � Wrg
WI TH SHEARWALL BEL 0 W I L OC BUILT UP 2X STUD
AT END OF WALL, TYP.
SHEAR WALL, SEE PLAN. 7 I I
SIMPSON HD5A HOLD DOWN N.T.S. 2X SOLID BLOCKING I ! I
5/8"0 THREADED ROD IN 11/16"0 ALL P.W. JOINTS IN
HOLE, 5" DEEP W/ HILTI HY-150
SHEAR WALLS. Z
O ADHESIVE
a
P.E.N. O L L
e
#5 ® 12" C-C, EA. WAY -� HOLDDOWN ANCHOR
TYP. TOP AND BOTT. v ENDS OF SHEAR WALLS. P.E.N. - PLYWOOD EDGE NAIL e
N F. FLOOR SEE PLAN FOR LOCATION. P.E.N. P.E.N. F.N. - PLYWOOD FIELD NAIL.
5/8"0 ANCHOR BOLTS W/
• """2x2x3/16 WASHERS, TYP. �
SHEARWALL SCHEDULE Pq
MARK SHEATHING NAILING ANCHOR BOL TS REMARKS SILL PLATE.
EDGE FIELD TYPICAL SHEAR WALL DETAIL
A 1/2" COX 8d ® 6" C-C d ® 12" C-C /8"0 Cs� 48"C-C 2x4 FRAMING
• B 1/2" CDX 8d ® 6" C-C 8d ® 12" C-C /8"0 ® 48"C-C 2x6 FRAMING N.T.S.
�V
TYPICAL HOLDDOWN AT INTERIOR SHEARWALL Dec
3/4"=1'-O" HOWDO WN SCHEDULE 17 pETE�
MARK HOLDDOWN REMARKS BUILT-UP STUD AT EN
SIMPSON HOLDDOWN, SEE OF INT. SHEAR WALL.
H1 SIMPSON HD5A 5/8"0 THREADED ROD 5" EA48ED FDN. PLAN & SCHEDULE
FOR SIZE & LOCATION. O
. 270�1
cc THRU BOLTS PER MANUF. aFNEW
W SPECS.
EXTENT OF (2) 2x4 or 2x6 0 o W
00 o 2X PPT BOTTOM PLATE.
SHEAR PANEL W_
ffOLDDOWNS AS SPECIFIED NAILS FROM OPP. CAD FILE NAME
2x STUD WALL ARE TO OCCUR AT. END - SIDE OF COLUMN.
a0 ACAD\BANNON\MED\SRA1
1 EQ. 1 SPACED NAILSHEAR 10d NAILS FOR 16D NAILS TIPS DETAIL PANELS: SEE . ° -a a a; SCALE
(TYP.) (TYP-) (2) 2x6 or 2x4 AS NOTED
LETTER DENOTES /H1 NUMBER DENOTES:`'' < ' 5/8"0 CONT. THREADED DRAWN BY
SHEARWALL REQUIREMENTS HOLDDOWN REQUIREMENT ANCHOR W/HILTI HIT
HY-150 ADHESIVE. DRAWING WILE
N
1. SEE TYPICAL SHEAR WALL DETAIL FOR ADDITIONAL INFO. " EXT. FOUNDATION WALL STRUCTURAL
2. ALL HOLDDOWNS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. ) 11 1 2 OR INT. THICKENED SLAB.
4'-0" MIN. SEE TYPICAL HOLD DOWN DETAILS. (TYP.)
DETAILS,
BUILT- UP COLUMN NAILING SCHEDULE TYPICAL HOLDDOWN DETAIL NOTES &
TYPICAL TOP PLATE JOINT N.TS. 3 " 1�-0"/ SCHEDULES
N.T.S. (APPLIES TO ALL EXT. WALLS)
DRAWING No.
L S- 1
n
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0
i
3 30'-0"
0'-0"
0
29'-4" 8"
------------------- cl
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-----------------, i iA 4'-10" 3'-0"
I i I
1 ADDED STRUCT. INFO. 28 SEPT.2004
1 No. DESCRIPTION DATE
CD
i ' ------------------- -
, -_ ----------------
I --------------------------------------- REVISIONS C�. ,
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CD
AREA OF 12" THICKENED SLAB
� I j � I I � 0 3 n .•
1 L
p o x
0 - o
0QZ
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QJ � f
N � a �
= co
0. O LL
6' CONCRETE SLAB of Q a z 0
CD
WITH FIBERMESH NO N —1ctOo � o a
STEEL REINFORCING J N o F uj x CD
-J P OF CONCRETE EXISTING S LAB
= Q � a Z =- lofzo`TO MATCH MAN m iv o
FLOOR ELEVATION. v `n aQ� wNO�
.� .0 cologyp
0 �� Q toa roAD 5 p
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04. tV0 Op �
WW to to >L'W
BILCO HAT ^ L Z x
STAIR BY DOOR
MANUFACTURER =
1 i I O
--------------------------------------------------
------J I T_
--------- I o o O WORK IS TO BE AS SHOWN &
______, i N E 2 0 NOTED AND IN ACCORDANCE
-----------------------------
------------------------------ ,
t--------- , _____ _________ 00
I WITH MANUFACTURER'S
t
i RECOMMENDATIONS, TRADE
DBL 9-1/2" �_ I ASSOCIATION PUBLISHED
' LVL (FLUSH) RECOMMENDATIONS AND
i I =
4" CONCRETE SLAB GENERALLY ACCEPTED LOCAL
9-1/2" AJS-10 i i T/GONG. TO MATCH EXIST. UP CONSTRUCTION INDUSTRY
I JOISTS ® 16' O.C. I ; T/GONG. FLOOR SLAB PRACTICES.
-------
I , I
I
� r------------ - � Ili
, _I
� STAIR BY BILCO DOOR
r------------------------------------- MANUFACTURER
It
---------------------------------------------------------------------------- - Go
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29'-4" �
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30'-0" 6'-0"
36'-0"
I
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----------------- ,
CONCRETE SLAB PLAN vm
1/4" = 1'-O"
FOUNDATION PLAN
1/4 = 1'-0"
A
TYP. INTERIOR "w b
LEGEND & NOTES CONCRETE NOTES WALL CONSTR. FLOOR SHEATHING
ALL INTERIOR FACES OF EACH PARTITION TO HAVE 5/8" FIRE CODE 1. FOUNDATION DESIGN BASED ON ALLOWABLE SOIL 1/2-0 ANCHORS �
ON SIDE OF WALL CEILING TO HAVE 5/8" FIRE CODE BEARING PRESSURE OF 3,000 PSF. PROF ROLL /
GYP. BD. SUBGRADE WITH VIBRATORY ROLLER. EXCAVATE AT 6'-0" O.C. MAX. e.
GYP. BD. IN ALL INSTANCES. ANY SOFT AREAS AND FILL WITH GRANULAR, WELL
FLOOR JOIST
DRAINED MATERIAL COMPACT IN 12 MAX. LIFTS. °
STUD WALL - 2x6 AT 16' O.C. AT EXTERIOR W/FULL THICK INSULATION N011FY ENGINEER WHEN SOFT OR QUESTIONABLE SOIL _
- 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. CONDITIONS ARE ENCOUNTERED.
- 2'x4" AT 24" O.C. AT INTERIOR NON-LOAD BEARING WALLS 2. ALL BACKFILL AROUND FOUNDAl10NS AND UNDER ''� 6" TREATED 2x4 CONT.
FLOOR SLAB TO BE COMPACTED IN 12" LIFTS TO . °
MINIMUM 95% MODIFIED PROCTOR DENSITY. CONCRETE FOUNDATION
FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. °
3. CONCRETE TO BE AIR ENTRAINED - 3,000 PSI MIN. WALL W/DAMP PROOFING
- 750fb - 1,100,000 E COMPRESSIVE STRENGTH AT 28 DAYS.
wo - is" O.C. 10
INDICATES MEMBER, SIZE & SPACING. 4. REINFORCING STEEL TO BE GRADE 60.
2xlo's �� Y
2ET R
)- INDICATES BEAM SIZE. 5. ALL CONCRETE WORK TO CONFORM WITH ACI DROP JOIST DETAIL
" STANDARDS AND RECOMMENDED PRACTICES.
POST - SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2x4 OR N.T.S. * ®�
2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED.
0
FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS
NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE � . r
;
TREATED.
LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA-LAM. ENERGY DATA ENVELOPE COMPONENT PROVIDED
EXTERIOR WALL R-19 CAD FILE NAME •
TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS DEGREE DAYS: 7635 ROOF CEILING R-38 ACAD\BANNON\Mm. OFF.\A-1
PREPARED BY A LICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD 70 psf. FLOOR R-30
FLOOR AREA: � 900 sq. ft. FOUNDATION WALL R=11 SCALE 1/4"=1'-0"
BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL STORIES: 1 -
HEATING: GAS HOT AIR SLAB EDGE INSUL. DRAWN BY
STRENGTH OF MEMBERS.
GLAZING R-3.0
PROVIDE FIRESTOPS ABOVE INTERIOR BEARING WALLS. JENTRANCE DOORS R-3.0 MIN. DRAWING TITLE
FOUNDATION
AC & CONCRETE
Wp
cFl DUPLEX RECEPTACLE (120V)
GFI = GROUND FAULT INTERRUPTING SLAB
WP = WEATHERPROOF FLOOR PLANS
AC = ABOVE COUNTER
$3 SINGLE POLE TOGGLE SWITCH
DRAWING No.
3 = 3-WAY SWITCH
D = DIMMER SWITCH
A-
SWITCHLEG
n
FINISH SCHEDULE — 2nd FLOOR COMMONS AREA
CD
CD
WINDOW SCHEDULECEILING
N0. ROOM NAME FLOOR BASE NORTH EAST SOUTH WEST CEILING HEIGHT REMARKS
GYP. BD. GYP. BD. GYP. BD. GYP. BD.
WINDOW MODEL # ACTUAL ACTUAL ® 1 CORRIDOR CARPET WOOD GYP. BD. go-on II
ROOM NAME TOTAL SQ. FT. & QUANTITY LIGHT AREA VENT AREA o P P P PID
GYP. BD. GYP. BD. GYP. BD. GYP. BD.
MRI AREA 434 (2) CW24 34.72 17.36 0 ® x z 2 MRI SUITE CARPET WOOD P P P P GYP. BD. g'-o"
cl
LAVATORY 80 (1) CW24 6.4 3.2 =o� a `t GYP. BD. GYP. BD. GYP. BD. GYP. BD. 2 ADDED STRUCT. INFO. 28 SEPT.2004 Cc)
I ® I N I 3 DEXA SCAN CARPET WOOD P P P P GYP. BD. 8'-0" 1 REVISED PER BLDG. 20 SEP12004 �.
QEXA SCAN AREA 130 (1) CW24 10.4 5.2 a -
I I M � DEPT. COMMENTS
M 4 STORAGE VINYL yyppp GP BD. GP BD. GP BD. GP BD. GYP. BD. 8'-0" No. DESCRIPTION DATE CD
HALL 123 (1) CW24 9.84 4.92 WATER CLOSET TOILET SOAP MIRROR PAPER CERAMIC cl
& GRAB BARS TISSUE DISP. TOWEL TILE GYP. BD. GYP. BD. GYP. BD. GYP. BD. REVISIONS
DISP. DISP. WAINSCOTT 5 TOILET ROOM VINYL WOOD P P P P GYP. BD. 8'-0'
0
WINDOW DESIGNATIONS AS MANUFACTURED BY: ANDERSEN WINDOWS 200 SERIES Y
TYP. TOILET ACCESSORIES ELEVATION w N Ld rCD
~r
U Z
�.� z� 4
U � = Z
U — p
TOILET ROOM ACCESSORIES DOOR SCHEDULE ~ d In w
crwD 0
Z U Ol
ITEM MANUFACTURER MODEL DOOR FRAME REMARKS (=j Z Q a
c
��
MIRROR BOBRICK B165 1824 o a cn
NUMBER TYPE MATERIAL WIDTH HEIGHT THICK. RATING HARDWARE SET TYPE MATERIAL o
TOILET TISSUE DISP. BOBRICK B2730 " _ Q CD
C
1 A WOOD 3'-On 7--0- 1-1/2 1 1 H.M. a Z
to
30'-0" SOAP DISPENSER BOBRICK B5050 2 B WOOD PR.3'-Om 7'-0" 1-1/2" - 2 2 H.M. J Y N E w Q o
� o
CD
PAPER TOWEL DISP. BOBRICK B4262 3 A WOOD 3'-0' 7'-0' 1-1/2" - 3 1 H.M. Q E " o a
CID
GRAB BARS BOBRICK B6806 x36 & x48 4 B WOOD 3'-0' 7'-O" 1-1/2' - 4 1 H.M. _ _ 0 Z rn o u v o� 2 -
U r to N w 0=
6'-2 ' 3 23'-0' " 5 B WOOD 3'-0' 7'-0' 1-1/2" - 5 1 H.M. — o = m rn TU
o a c w o
3 N
INCLUDES TOILET ROOM FIXTURES U a )° ��
Z — NV) Go00(6Q Z� J
SHEATHING WATER CLOSET (ACCESSIBLE) MANSFIELD 137-160 a �a �� i m N-< No
3'-0' LAVATORIES PUBLIC MANSFIELD SUMMIT MANOR 19RSR CD
v ^ a ~ a o
FAUCETS DELTA 520 HDF ADA LEVER
of w tov) >It-w
SHOWER AQUA-GLASS 833941A
4'J8 ' TO BE DETERMINED HAND HELD SHOWER
BY TRUSS MFR. SHOWER FAUCET GROHE & SPRAY PACKAGE WORK IS TO BE AS SHOWN &
ALL FIXTURES & ACCESSORIES TO BE 'OR EQUAL" SPEC. NOTED AND IN ACCORDANCEWITH MANUFACTURER'S
6 .6" _ RECOMMENDATIONS, TRADE
Q �Z HARDWARE SETS ASSOCIATION PUBLISHED
III
� B�' GENERARECOMLLY ADATIONS CCEPTED LOCAL
SLOPED SOFFIT ?¢ ,� `° ;
SET jU- - SET CONSTRUCTION INDUSTRY
zN �,' N �,' 1 1/2 PAIR HINGES 1 1/2 PAIR HINGES PRACTICES.
1 CLOSER 1 CLOSER (W/HOLD OPEN)
N !Ik ,\ TIENPERED GLASS �\ 1 LOCKSET (OFFICE LOCK) 1 LOCKSET (STOREROOM LOCK)
------- ----- - -_^TECMICIA-W--- _ -- ___-- ------___-_- -- -- -� �� �� 1 WALL BUMPER 1 WALL BUMPER
1. CORRIDOR CONTROL
\�� �`� SET2 SETS
CONNECT TO AREA SURFACE MOUNTED (FLUORESCENT) 121 \�� \�`
SWITCH LEG OF LIGHT FIXTURE 2 CLOSERS WjHOID OPEN) 1 CLOSERIR HINGES
' 1 LATCHSET 1 LOCKSET (PRIVACY LOCK)
EXISTING LIGHT (TYP.) TYPE A -� �` 1 SET HEAD & FOOT BOLTS
FIXTURES �E 'I'll- TYPE "2" 1 WALL BUMPER
MRI
SHIELD SET
DOOR TYPES BY MRI SUPPLIER FRAME TYPES 1 1/2 PAIR HINGES
� _
\ i 1/4"-1'_0" 1/4"=1'-0" 1 CLOSER �4
A f H1 1 LOCKSET (OFFICE LOCK)
� _ .'J ' HIP GIRDER �► i A it" 1 WALL BUMPER
COMBINATION 0 i i °1
EXIT\EMERGENCY _
LIGHT W/BATTERY INACTIVE
MECHANICAL VENTILATION
BACK-UP M NO TRU S1 S LATERAL WEB BRACING
® 24" O.C. AS SPECIFIED BY TRUSS MFR. b
TRUSSES I0 2�eO. BOTTOM GHORD,
2. MRI SUITE BRACING PER SECTION M4O3 OF THE MECHANICAL CODE THE CLASSIFICATION OF THIS ADDITION IS OFFICE a
O _ - -_UITE - i o SPACE. VENTILATION IS REQUIRED FOR 7 PEOPLE PER 1,000 SF OF GROSS FLOOR SPACE. THE TOTAL
_ GROSS SQ. FT. FOR THE ADDITION IS 855 SF - YIELDS 6 PEOPLE. M403 REQUIRES 20 cfm OF OUTSIDE �1
M AIR PER PERSON - PROVISIONS FOR 120 cfm OF OUTSIDE AIR ARE TO BE MADE BY THE MECHANICAL
ACTIVE � INSTALLER FOR THE NEW AIR HANDLING UNIT TO BE PLACED IN THE CRAWL SPACE OF THE ADDITION.
EMER. �
- TRUSS s
LIN� SOFFIT LIGHT _T 2x DIAGONAL BRACING, AT EACH b
= DBL 9-1/2' W/BATTERY /; LINE OF LATERAL WEB BRACING - 0
LVL HEADER BACK-UP �' AT EACH GABLE END - ALSO AT
to _ __ I i M INTERVALS NOT EXCEEDING TWICE C�
O O THE HEIGHT OF THE TRUSS. NOT r�
01 I
of S o °o - - - - - 4 5 LESS THAN ONE LINE OF DIAGONAL
N E o�
Q i� BRACES ON EACH WEB. •�+
3. DE)(A SCAN �� _ ; o FOLD DOWN i
3 AREA a i �I it SEAT M _y
f IL
N in END WALL OR - LATERAL WEB BRACE
" GABLE TRUSS
5-2" A,_ -4 HIP RIDGE ; TRUSS
F APPROX. 45'
' EXHAUST FAN DUCT ;� PARTIAL SIDE VIEW G \Q cl
TO EXTERIORFLI
APPROX. 45'
`\ / z TRUSS RIDGE
DBL 9-1 ' 2o
g 1 ' LVL HEA E v w EXIST. RIDGE
� z=
4�8 2
2 BY BOTTOM 1�� �� �Ne
19'-6" CHORD BRACE
X
EXT. WALL
12'-6' 8'-0�' 8'-4�" 6" ��• ��
31" -�
SHEATHING �I�®
PROVIDE ICE & WATER
2 BY DIAL. FOR 1'-6" ON EACH SIDE
BRACES ® OF VALLEY (TYP.)
EACH END LL
NOTE: PARTIAL PLAN VIEW CAD FILE NAME
UNLESS NOTED OTHERWISE ALL ACAD\BANNON\Mm. OFF.\A-1
WINDOW & DOOR HEADERS ARE RED Alp
TO BE DBL 2x10'S. PErF� �, scALE 1/4'=1'-0'
30'-0'
TYPICAL TRUSS BRACING DRAWN Y
ROOF PLAN * * B
•� DRAWING TITLE
BRACING DETAILS; ARE GENERIC IN NATURE. IF BRACING DETAILS ARE PROVIDED BY 1/8" = 1'-O" p27O4�
TRUSS MANUFACTURER CONTRACT SHALL FOLLOW TRUSS MANUFACTURER BRACING DETAILS FLOOR
IN LIEU OF THESIS GENERIC DETAILS
/x INDICATES SHEAR WALL TYPE AND HOWDOWN TYPE PLAN
FLOOR PLAN SEE DRAWING S-1 FOR STRUCTURAL INFORMATION
1/4" = 1'-O" SCHEDULES &
Q DETAILS
DRAWING No.
A-2
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CONTINUOUS ROOF VENT
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4 MIL. VAPOR RETARDER SHEATHING — GLUED
1/2' GYP. BD. INTERIOR & NAILED 6 MIL VAPOR
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RETARDER
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d
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BY SITE CONDITIONS
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GIRDER TRUSS GIRDER TRUSS °
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MONO TRUSS MONO TRUSS ° P4
ASPHALT SHINGLES ASPHALT SHINGLES
15# BUILDING FELT 15# BUILDING FELT
APA SPAN RATED APA SPAN RATED
ROOF SHEATHING ROOF SHEATHING
BATT INSULATION(R-38) BATT INSULATION(R-38)
KRAFT FACED KRAFT FACED
2'-0" MIN. 2'-0' MIN.
ICE & WATER ICE & WATER
BAFFLE (TYP.) G
BAFFLE (TYP.)
6'
METAL ROOF EDGE METAL ROOF EDGE
W/DRIP W/DRIP Cm
2x SUB FASCIA 2x SUB FASCIA
O CAD FILE NAME
WOOD FASCIA _k yll- _k _x lk Y, WOOD FASCIA ACAD\BANN ON\MED. OFF.\A-4
TO MATCH EXIST. 0 MATCH EXIST. 'vs
VENTED VINYL
VENTED VINYL
� F,t� Aljc DRAWN BY
SOFFIT 18" TO SOFFIT 18" TO
MATCH MATCH ♦ p T
WOOD TRIM EXIST. WOOD TRIM EXIST. DRAWING TITLE
TO MATCH EXIST. TO MATCH EXIST.
BUILDING
GIRDER TRUSS SECTION GIRDER TRUSS SECTION SECTION
1/2" = 1'-0" 1/2" = i'-O"
DRAWNG No.
A-4