HomeMy WebLinkAboutGrand Stand Memorial Park BRW ELNESS ARCHITECTS INC
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DATE: October 19, 1995
RE : ADDENDUM #1 .
PROJECT: PRIOR LAKE MEMORIAL PARK BUILDING
PRIOR LAKE, MINNESOTA
BRW #2923200
OWNER: CITY OF PRIOR LAKE
ARCHITECT: BRW ELNESS ARCHITECTS INC
700 Third Street South
Minneapolis, MN 55415
(612) 339-5508
BID DUE DATE . OCTOBER 31 , 1995
The following modifications, deletions and additions shall append and become an
integral part of the Contract Documents issued for this project. Where any portion
of the Contract Documents is modified, deleted, added or voided, the unmodified
potion of the Work shall remain in effect. References listed herein shall be used for
reference purposes only. The onus is on all contractors and sub-contractors / suppliers
to cross-reference all items listed and determine for themselves the Work effected by
the addendum items.
Attached to this addendum is the Bidders List through 10 / 19 / 95
NOTE : A pre-bid site review and walk-through with the City Parks Department and
the Architect is scheduled for Tuesday October 24 at 10 :00 a . m.
CHANGES TO THE BIDDING REQUIREMENTS AND CONTRACT FORMS
1 . The apparent low bidder as determined at the bid opening shall forward a list
of subcontractors and suppliers to the Architect for review and verification
within two days after the Bid Due Date.
CHANGES TO THE SPECIFICATION
1 . None.
Thresher. Square
700 Third Street So .
Minneapolis, 1
MN 55415
612 / 339-5508
Fax 612 / 339-5382
CHANGES TO THE DRAWINGS
1 : Attached is a schematic site diagram indicating site utilities. Note that this
information is not precise, but The City Parks Department shall be pro-
actively involved in coordinating this information and work. During the site
pre-bid walk-through, the city representatives shall answer more detailed
questions.
2. Various sheets: The paired and single sliding wood doors shall be made of 1
x 6 cedar boards, with 1 x_ 6 boards installed over the center core boards (for
a total edge thickness of 2-1 / 4") . The shutters shall be made of 1 x 4 cedar
with the sides and diagonal made only at the one visible face (for a total edge
thickness of 14 / 2") .
The paired doors shall be 4'4 ' in width each, and the single door at the stair
shall be 4'4 ' (not 6' ) in width.
3 . Sheet A1 . 4: Delete the exterior light shown on the "concession elevation" (side
elevation) and instead provide recessed lights within the soffit above the
concession window (two, fluorescent 2' x 4') centered on the window.
4. Sheets A1 . 6 and A1 . 7: In lieu of the plywood shown on the soffit areas,
provide tongue and groove "car-siding", to be painted. Discard units that
have excessive knots, checking or openings in the wood.
All exposed plywood in ceilings shall be AC fir type, clear sealed .
5 . Sheet A1 . 8 : Provide silicone sealant at all perimeters of counters in toilets.
6 . Sheet A1 . 8: Clear seal all wood and plywood in the stair, corridor and
Pressbox area.
APPROVED EQUALS
Section 06400: Include Fountainhead (solid surfacing material) .
Section 07311 and 07630 : Include Carlisle self-adhering underlayment.
Section 07630: Include Berridge Manufacturing and Una-Clad of the same
profile and design, based on the system as specified.
END OF ADDENDUM #1
2
MEMORIAL PARK CONCESSION/RESTROOM BUILDING
PRIOR LAKE, MN
LIST OF GENERAL CONTRACTORS
AS OF OCTOBER 19, 1995
CONTRACTORS PHONE NUMBER
CM Construction Co . (612) 895-8223
Ebert, Inc . (612) 498-7844
Mark Haug Construction, Inc . (612) 629-6607
Mikkelson-Wulff Construction ( 612) 933-5666
Rochon Construction (612) 559-9393
Witcher Construction Co . (612) 830-9000
F
P� I�G f i�1C LOT
I I
I I
I , BRW TdLN = ARCHITECTS INC- 2
I
Ybrmher Square • 700 'Ihfrd Street So. a"
Min poUz* Wt 56416
I ( 812/33L-$608 • Fez 812/339-6382
j` REUSE EXISTING
I SEWER — VERIFY BURY DEPTH I
2
I " DOMESTIC WATER j �— - j EXISTING TRANSFORMER
-
( CAPPED BY OWNER) E11 ao
I I EXIST. POLE
I ` I
EXISTING CURB BOX i r — — o
. a. .w. +ram a e ad an a era
TO SE RE — USED � �d+da r,a.. e,. b.. d w .�w d
I ( I
I I 1 I /2 " DOMESTIC WATER PROVIDED
EXISTING BUILDING
TO BE DEMOLISHED BY I I � I BY OWNER TO WITHIN 5 ' — m " OF „,,w"Oo ,
I I BUILDING
OWNER
i I pew+
UM owrre
ro > Drr
CONCESSIONS 4
EXISTING DUGOUT
TO REMAIN
EXISTING 3/4 " IRRIGATION,
+ 5 ' - fd " FROM BUILDING. / APPROX.
CONTRACTOR TO AVOID , CONSTRUCTION LIMITS
RUPTURING LINE. PrefectTrd.
NO OTHER WORK REQ ' D . / / , EXISTING ELECTRICAL CONDUIT �/� PROPOSED
® WITH 2 - 0 " BURY DEPTH MEMORIAL FIELD
TO REMAIN (FOR BALLFIELD LIGHTS )
omukw nw
SITE PLAN
5A6r= 5ALL FIELD
NORTH
A1 . 9
1 SITE PLAN
SCALE : NTS
w;
Y
GENERAL STRUCTURAL NOTES
DESIGN STRESSES :
CONCRETE — Vc = 2500 PSI .
REINFORCEMENT — fy = 60 ,000 PSI . _
HRII SLNESS ARCHITECTS INC
MASONRY WINDVm = 1500 PSI . Thresher Square • aoo Third Street So,
STRUCTURAL STEEL domefY = 369000 PSI . (A36) 6t2/3 s0508 r" 61E/339-63W
DIMENSION LUMBER JOISTS & BEAMS : HEM — FIR No . 2 OR BETTER
STUDS: SPRUCE — PINE — FIR No . 2 OR BETTER
ROOF TRUSSES : GRADED AS REQUIRED BY DESIGN
DESIGN LIVE LOADS : Prolso
WIND BASIC WIND SPEED 80 MPH , EXPOSURE B u ao
ROOF 40 PSF. & DRIFTING
o..... �
FLOOR 40 PSF. proliamed
n�
Of the *I of
DESIGN CODES : _
MINNESOTA STATE BUILDING CODE
AMERICAN CONCRETE INSTITUTE 1°f6°.[.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
r
FOUNDATIONS & FOOTINGS : `"E °°°'�
to eon
MAXIMUM SOIL PRESSURE = 2000 PSI . ON VIRGIN SOIL OR
COMPACTED FILL. VERIFY BEFORE PLACING CONCRETE. MEMORIAL FIELD
EXTERIOR WALL FOOTINGS SHALL HAVE 4' - 0" MIN . COVER
MEASURED TO TOP OF FOOTING . PROVIDE A SAND BASE
FILL COMPACTED TO A DEPTH OF NOT LESS THAN 6" UNDER SLAB
ON GRADE WHERE REINFORCING BARS ARE SHOWN CONTINUOUS , — . r.
to
LAP BARS 40 DIAMETERS AT SPLICE . ° ' IN -
e PRIOR LAKE "'
6 :
REINFORCED MASONRY: o - - ° ARCHITECTURAL
s' a • _ g " r'=t d J i " dh� . R n � • - t IUa Iao T
YI °Y[ t.
LINTEL, BOND BEAMS & VERTICAL REINF. CORES TO BE ° I ° " ' oy: a " _"° A1 . 0 TITLE SHEET PROPOSED
°.•[•
FILLED WITH 2500 PSI GROUT. a ` „;A „°° : IS ° MEMORIAL FIELD
TYP , LINTEL TO BE 8" DEEP WITH ( 2) #5 BARS U . N .O. A1 . 1 BASE FLOOR PLAN
" & PRESS BOX PLAN
MORTAR TYPE FOR BEARING WALLS SHALL BE " M" (BELOW 'O "
GRADE) + " S" (ABOVE GRADE) = : _ e : : '°°° VI•„ ° '; — 2 ; A1 . 2 ENTRY ELEVATION
Cw,rALL MASONRY WALLS SHALL HAVE ( 1 ) #5 VERTICAL AT 48" o .c. °� E S ' `� �''= ` ` a ° Al 3 FIELD ELEVATION
WITH NOT LESS THAN ( 1 ) #5 VERTICAL AT EACH SIDE OF OPENINGS. ° = = ; _ = V �` = - t [ ' s
CORNERS AND INTERSECTIONS OF WALLS . ALL MASONRY WALLS SHALL = = ' `` °; . ,- •°" ; _ ' �01 � A1 . 4 ELEVATIONS
r[ " [[ - ", .[ ' pion [e.[ <
HAVE HORIZONTAL REINFORCING CONSISTING OF GALVANIZED STANDARD . [ [ , -°°° , [ ,• vP ",°„ S[ „ ° Lzw
A1 . 5 BUILDING SECTIONS
WEIGHT 9 GA. " DUR— O —WALL" OR EQUAL AT 10" o.c . " = 5 o ° -•r A1 . 6 BUILDING SECTION
VERTICAL STEEL SHALL BE CONTINUOUS WITH 2 - 2 LAP AT SPLICES. _ < •� •° " - - ' "`5T . -" �°° °° A1 . 7 INTERIOR ELEVATIONEll
Cie _ _ _ CO . IRD . 44 50TH ST . S . E . 11
1 . '� . 1 OrawM fl4
_ - � N & WALL SECTIONS WALL SECTIONS
DIMENSION LUMBER: AKOTA ST _ ; : _
* Act"( OIAvvt
" ° _ _ ` 4e A1 . 8 MISCELLANEAOUS DETAILS DETAILS
NATIONAL DESIGN SPECIFICATION FOR STRESS — GRADE LUMBER ; $ � „�'< • • " ` _; �' , s �°� , E Coe
5T
AND ITS FASTENINGS — LATEST EDITION . BEAMS , JOISTS OR TRUSSES = 3 .[ [ . s . „ , - , V �=
NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED - = . " .°
WITH " KANT— SAG" JOIST HANGERS OR EQUAL. PROVIDE STRAPS " ` _ _ 13 � '' _° ` Y ; "'. — — — Iry Lake A1 . 9 SITE DRAWING & UTILITY
OR CUPS TO PREVENT UPLIFT OF PRESSBOX ROOF. _ � ` BIRCH NOTES TO BE ISSUED IN ADDENDUM
a o FRANKLIN TR E
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21
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o uc Cieo<,• \ 3 3ohm Nwobw
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SITE LOCATION INDEX TO DRAWINGS
CEDAR SIDING ( HORIZONTAL 8 " EXPOSURE ) 10 ' - 0 "
CDX PLYWD .
I I /2 " WOOD RAIL I"" m 2x4 WD . FRAMING -
EACH SIDE ( SEAL ) I ` ( 3 ' - 0 " HIGH 24 " o.c. MAX 3 ' - 0 " HIGH
i ( ( WD RAILING - - 1/2 " PLYWD . tv INTERIOR ( SEAL ) I I ^ . I ( WD RAILING - 1 1 /2 " m WOOD RAIL
t £ £ W/ PICKETS i I tI - ' 1 t W/ PICKETS — EACH SIDE ( SEAL )
4 ' - 0 "O .G. I F I E I 4 ' - 0 " O.c. b '
_( SEAL ) ( SEAL ) - � HRW ELNESS ARCHITECTS INC
I.... ..- ...• .� . € I �.. _1 ' €
e PRESS BOX ' r ThresherU re * 700 Third Squa polls, t6 Street So.
PRESS �x —� a ALTERNATE PLAN 012/399-6508 . Fax s►z, _
FOLD - UP SHUTTER 10� I SCALE : 1/4 " al ' - 0 " PfRE83 IBOX � ° - FOLD - UP SHUTTER
W/ HINGES AND INTERIOR 004 W/ HINGES AND INTERIOR
LOCKS l (o TOTAL ). I ap cfi LOCKS ( ro TOTAL ).
( SIM. TO SHUTTERS ) I I I ( SIM. TO SHUTTERS ) ,
umm ey chocked IV
PRESS BOX PLAN -A RA A000
2 SCALE : I/4
L2 ' - 011 I, ro ' - 0 " � 2 ' - 0 " L
I INepj w
wl at hod of th* of
2 ' - 6 " p 20 a a Otto a 14 ' - 0 " 5 ' - 0 "
WSx13 - h ' - ro " MAIN EN1 �'Y ' - 411 3 ' _ 411 9 ' - 4 "
LONG W/ 1/2 " DIA. _ - - - - - - - - - - - - - - - - - - - _ _ _ _ _ qtp momma& _ _ _ _ _ _ _ _
x 8 " GROUTED � �j — TICKET SHUTTER Q EACH
TO WALL im ( 3 ) 2x10 ' S z AREA WINDOW FENCE LINE
ReMilm
24 " o.c. I BY OWNER
UK �•*�
TO ®IT
LINE
L O
BY OWNER U \ ` Ito
_ W8x13 - 13 ' - 0 "
I MEN3 •mot _ - - LONG W/ 1/21f
I r 102 �� m NAND SINK DIA. x 8 " STUDS
FUTURE „ „ „ „ „ _ GROUTED TO
ELECT . PNL . 8 5 - 0 21 - (0 2 ml - 2 3It - 10 TICKET -
41 AREA _ WALL tv 24 " o.c.
04
BY OWNER I I FD . ' _ \ - 611 l3 )�OMB ASIN A.G. UNIT
L J ' ACCESS t 1
VE
2 - D " (N . LCJ
I PANEL t _ GLCO _ = FRIG. PLA G UNTER i VERIFY S ( Z1
ROUGH - IN I 0 <t ` � _ cA 0 LOC. �� FD . = I TWO STOR. I PROPOSED
PLUMBING �p (N . LC.) 0 SHELVES I MEMORIAL FIELD
FOR FUTURE) 1 02 ELECT. Pt�1L . a I ABOVE
OCAT I ON i
Io j
TC
71 ;5
WSx13L= A STORAGE -SPOUTS / " � SEE Alb R1ri SION = ENTRY FLOOR PLAN
FD . � 4 _ 0AND
8 5 ' - 011 2 ' - 8n 6 _ 6 101 \ �t I PRESS BOX PLAN "
luzxl3amw 13 ' - 0 " _ ABOVE i 6 ' - 4 " ' 46 " WSx13 - 13 ' - 0 "
LONG W/ 1/2 " aD VERIFY F.E. LONG W1
DIA. x 8 " STUDS WIEN LOC. m CT. QT. _ \\ = DIA. x 8" 1STIUDS
GROUTED CORE 103 1 01
z 4 " SLAB - - - - - - - - - c� - -� 0 g GROUTED CORE
LOCATIONS Ou ON GRACE \ LOCATIONS
� : _.° .
l3 ) 2x10 'S U COUNTERTOP .M«
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 ' -011 - - - - 4—_ 011 3 _ 011 - - 4STORAGE�
BELOW
SLIDING DOOR z Alm "!
( EACH SIDE )
FUTURE EXPANSION PLAN li
2
BRW ELNESS ARCHITECTS INC
Thresher Square • 700 Third Street So.
Itinnespolls. UN 56416
612/339-5508 0 F" 612/339-5382
12 ma
!A io
121
1 L dpcvn«rl �p 1 du%p /1
mr died wM
rpgMwW Wcblpd the Uu pleb 1 .5
T.
1"Isba or
CITY LOGO/ PLAQUE e..kla .
UM ooane
town
12
12V STAND ING
SEAM METAL
ROOF Rn)•ot Tnl.
PROPOSED
MEMORIAL FIELD
CEDAR SHUTTERS -
STAIN
. - A £ r ROCK FACE BLOCK
TICKET WE) W
COLOR "1
OPEN ROCK FACE BLOCK a„* , Two
COLOR 02 ENTRY ELEVATION
SHEET MTL . ENCLOSED
LETTERS PREFIN. I I
ah..: IMslb.r
All
1 ENTRY ELEVATION
SCALE : I /4 " = I1 - O '
s Ill
2
BRIE ELNESS ARCHITECTS INC
Thresher Square • 700 Third Street So.
1[lnneepolis. UN 65415
612/339-5508 • Fax 612/339-5382
Cer911oitloa
121 !A ao
a°.°
1 I @by cwtry_ Owl Wo &cw+weA
� ..y d..e wow.t.iwn y
sN of w° ° of
Y
1 .5
CITY LOGO R- kl "'
UN DD."t
to PD"
FIXED
SCREEN
IN WOOD
FRAME
12
12� a '
project Tft
PROPOSED
LL I I - - LL
MEMORIAL FIELD
CEDAR SHUTTERS -
SHEET MTL . ENCL05ED STAIN
2x& ' S
OPEN CONCESSION WDW. -
W1 SOLID SURFACE
TRACK MOUNTED COUNTER ON ST . STL .
2x8 ' 6 FOR DOORS BRACKETS Drawl"
M
FIELD ELEVATION
? ROCK FACE BLOCK
COLOR "1
1 ROCK FACE BLOCK
ONE PAIR OI ROLLERS
MOUNTED INNTO GONG. BASE I I I COLOR "2
I 8 " m 2 ' - m " DEEP I I ROLLING SHUTTER I -
DOORS - STAIN 12
I I APPROX. 1 ' - 6 " HIGO x
rj
rl 4 ' 4o " WIDE EACH ( VERIFY ) t
Shoat timber
L - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - -
A1 . 3
FIELD ELEVATIOIU
1 SC; ! E
BRR ELNESS ARCHITECTS INC
JV Thresher Square • 700 Third Street So.
►tinneepotla, UN 65415
012/339-5506 • f" 6t2/339-5352
Cerrito~
2m
12 SPECIAL HORIZONTAL 12
121 BAND isROOF OF 121 a "0
00ok4d Of
SAME SHEET METAL q � y
' rn/ dYe�.W�n " 1 On C
:d ,.,dv ow the a
�� r
T.
oao repwvt m
MMdma
1 '
PREFIN. ALUM , UK °°°"E
CASEMENT TO MIT
12 WINDOW UNITS — 12
8 � 1 ' - 8 " W x 4 ' — O " H -- -- �8
61 61
t t
STANDING SEAM
ROOF
1 ' 4 " x I ' - 8 " PREFIN.
ALUM: LOUVER
CEDAR BOARD 4 `r°"°' TM"
BATTEN SIDING - 1 �41 PROPOSED
STAIN MEMORIAL FIELD
CEDAR SHUTTERS "
STAIN
CONCESSION WDW. — A.G. UNIT
W/ SOLID SURFACE ( N.LCJ
COUNTER ON ST• STL . PROVIDE
BRACKETS =
BOND BEAM Drowbv Two
ROCK FACE BLOCK ABOVE CONCESSION
COLOR "1 ELEVATION
ROCK I COLOR
BLOCK
OLOR «2 ( I
I I
I I I I -
Ll fLl
J stet "undw
L — — — — — — — — — — — — — — — — — — — — J 1—
ELEVATION 1 CONCESSION ELEVATION
SCALE :
AlA
2 SCALE : 1 /4 " = 1 '
I /4 " = 1 ' - � "
GAP VENT
STANDING SEAM MTL . ROOF BRw ELNE33 ARCHrrECrS INC
GDX PLYWD . SHTHG. - Thresher square Is 700 Tdtra scree So.
M1nneepoH*, UN ee415
CLEAR SEAL INTERIOR eta/asp—seoe • ra: eta/ssa—ssaz
2xh RAFTER FRAMING
c«eera.eoa
12 INSTALL 2x2 ' S FOR
12(' £ RAISED SHEET MTL . ProjoOk NuMn S
CAP u xo
€ ad. 9, a led By
BLOCKING AND MECH. VENTS air.,„ „,,, ,,a,,,, , ,,, � .
HOLDERS FOR PANEL
I
I w the
CONTINUOUS RIDGE VENT _
CONTINUOUS SCREEN _�
..............._...._...�.._.,...._.....,_ ...,...�..........,..w...,......__,.,.._... ,F � SOFFIT TRUSSES g 24 oPRElmotENGINEERED
- - - - - - - - 2x8 RIDGE BEAM MAX.
... w I
"logo _ .. �_ _.... ....... _ , ., 112 PRE - ENGINEERED vn COATM
0:0 TRUSSES - ID24 " oolool .e . LOUVER BEYOND 12 e, m„
SI— SEE ELEV. a I/Alfo
oi � '
_... . .. _ y ,,._ .. ,..._... .H F l
�_.'y! r FLG. I � i 11
2 ( I L J
SCREEN
1 . _ ygoo
� r,._......w.,._....._._...,..,..w,...W......Igoe
EACH SIDE
FGL . INSUL - Tl'P
/ . ,. . �...., w m ROOM 101 '-
go
aQ' k :((4�{ .^.. :^.: i ;logo
X,
YIN; olyvvvyyv�
me
I £ $ ry.....w....w.v...v..m...,.................w.,...«....n....,.....'w.... . .�..,..... ,.,....,....w.:..k:,....,,. .n...... ..............:...r_µ.. .... ,.�.....w ' pfOt T
oo
PROPOSED
_w...._. .. W... _ W_... . _ . _. _. w� _.w_........__....... .......... _. ..... ,,.. _...._....._ _ Z - 0
1 MEMORIAL FIELD
' I I 6 �� _ /
FRP. PANELS
_ 3 ' - 6 ,,. ,.. TYP
Im _.. _ m _.. . H. look _ . . ... ....... ..........
P. LAM. COUNTERggp _: .. ..,H..:.:w..,:.,.. ,. ..
x ..
g.
W1 4 " BACKSPLASH
FRF'} PANS _._._.., .. .. 1 . 31M.
- - - - - -
a FRONT FACE ..m_.._.....: .w,_.._............._,... ._...,... ,.� : ...._...
I .
FRIG. - - - _ J : ..... ..w. e
i I Hw,_,.,... ,.::.,F._. u....:..........
iN. LG. i a......._.w _......_...H _� _ IMMUNE
WALL ECTI
r w S ONS
F — � — � — e -F . t
Nklammos / 6 " QUARRY TILE
SHELVES BASE - TYP,, IsRM. 101
Alllogo I
to
: tirl y : :r;
Sheet thm,6er
2 SECTION @ CONCESSION SECTION @TOILETS A1 . 5
SCALE : 1 /4 " = 1 ' - 0 " SCALE : 1 /4I" -
- - 0
CAP VENT BRW BI.NESS ARCHITECTS MC
Thresher Square • 700 Third Street So,
IUnneopolis, MN 55415
STANDING SEAM MTL . ROOF e12/339-shoe • Fax ®12/339—II382
CDX PLYWD . SHT14G . -
CLEAR SEAL INTERIOR
y4ol 2xro RAFTER FRAMING °itl"°"1110"
1 INSTALL 2x2 ' 5 FOR '
Ix8 CEDAR BOARDS "
STANDING SEAM MTL . ROOF ON 2xro ' 5 ( SEAL ) 12 RAISED SWEET MTL .
ao
yea " GDX PLYWD . SHTHG. ! j CAP
- 121
CLEAR SEAL wow `�
( 2 ) PENDANT LIGHTS - •:.I 21 °" '� " e"
PRE - ENGINEERED VERIFY LOCATIONS ( •:1
TRUSSES m 24 o.c. I� ` `•
E ,£
MAX. ttt
F .O. CMU. F.O. CMU . € i
CONTINUOUS SCREEN
2 ' - 0 " 2 ' - 0 " 10 2 ' - 0 " o.c. TYPO NOW 2 ' - 0 " 2 ' - 0 " o.C. w "" " " ww" - m SOFFIT
m. ....""". .._.__ . "" M. .." ......, ues coarre
4t AN
TYPO BOND BEAM TO EDIT
PREFIN. ALUM — AT T.O. WALL
LOUVER 16 " x20 ° N 1 1/ 2 " r' WD HANDRAILW/ ( 1 ) . 05 BAR
BOTH SIDES - SEE NOTES ON
INSECT SCRN. M RETURN TO WALL OPP. SIDE FOR
LOUVER 4 SOFFIt -
2x6 DBL . TOP PLYWD ON SIM.
PL . WD . FRAMING - p`°"" '""
� — CLEAR SEAL PRE - ENGINEERED PROPOSED
TRUSSES m 24 o.c. MEMORIAL FIELD
WBxl3 BEYOD - VA MAX.
SEE PLAN - PT. MARKW8x13 BEYOD -
SEE PLAN - PT .
1/2 " PLYWD . 00010
SIGN a BM. BEYOND
SOFFIT W/ CONT. " m ( FRP PANELS FASTENED
wIvw%n
VENT 5 ' - 4 " x 3 ' - fo " MIRROR TO UNDERSIDE OF JOISTS
" " " " P.LAM . PROVIDE Ix2 FURRING AS REQ ' D
3/8 PLYWD. CLG W/
EPDXY PAINT mm LAV./ COUNTER I
1 ' _ 0 " W/4 " SIDE - " ROCK FACE BLK. - or..ln9 nw
8 " ROCK FACE SPLASHES - TYP. ( _ - __ I ( SEE ELEV. FOR COLOR WALL SECTIONS
BLOCK - SEENow — TYPES
_ - - - - - - - - - I � 0 I Ix2 WO FURRING 16 " o.c.
R COLOR TYPE ' S � � ICA VAPOR BARRIER
I
FRP PANELS - TYPO m ROOM
OL to. K.As 101
LL iv ftom 4 -R
i . . . : ' .. .
4 " CONC . SLAB TYP. BOND BEAM 6If 3�a PLYWD. - EPDXY
AT T.O. SLAB PAINT UNDERSIDE TYP. CAV. WALL REINF.
tt ' - ro 5 ' - 0 " 3 ' - 0 " 3 ' - 0 " I ' - 8 "
W/ ( U "5 BAR OF STAIR ( 1 ) "5 BAR m 46 " o.c.
6 GRANULAR W/ 1 THICK E .P.S. NO
BASE ANGLE BRACKET BOLTED I AND 3�s " PLYWD . TYPO FOOTING .�..1
t�arR« STAIR SIDE -
!1. -a' TO CMU. SIDE WALL - BEYOND 11 ll SEAL 2 ' - 0 "x I ' - 0 " W/
amo. era •' • A
J • • i ( 2 ) 05 BARS CONT. A 6
p- 'D'-oo ( 2 ) ANGLE SUPPORT BRACKET
0
3 1
LONGITUDINAL SECTION
1 •a SCALE : 1 /4 " = 1 ' - O "
ul P.LAM COUNTER
SIDES 4 BACKSPLASH
2x4 WD BLOCKING
AS REQ ' D 1'A. BOND BE „w
MISC . MTL . ANGLE m_ __....._... m __.. _.. _ ........_.....
BRACKETS — SEE BRW ELNESS ARCHITECTS INC
ELEVATIONS FOR µ µ Nµ Thresher Squam o YN�664 st`" t so
WinneepolNUMBER 4 LOC . 612/339-5508 • rez 612/339-5352
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. m ..rate tee ooAne
.: : ( 2 ) 2x8 HEADER M
11/2 " m WD HANDRAIL tatea
Q STAIR OPENING
BOTH SIDES -
IN Ri='+URN TO WALL 2x4 WD FRAMINGve
SEC . L A V . m m m _ UP PNL ' S
3
SCALE : P = VOOOO " Al - 8- 3 2x8U!D TREADS
•:a' m
7
2x10 WD STRINGER
ad EACH SIDE ' � ae"e` Tft
ip w PROPOSED
MEMORIAL FIELD
F'LYWD . ON EPDXY
_.. _
PT. + UNDERSIDE Q
OF STAIR W/ I " c
E .P.S. 4 3/s " PLYWD = _ —
STRf SIDE — SEAL
FRP PANELS
tf 1 _ ft SHELVES
Dr.wV4 Tw.
ANGLE BRACKETS Room n 6 BOND BEAM BOLTED TO FLOOR DETAILS
2x8 HEADER ° .
A. . . a
` • O
BLOCKING AS REQ ' D
TRACK HANGER W/ 1
SUPPORT BRACKETS m
9 TREADS 6 1/2 "
ry� DOOR 2x4 WD STUDS « .,bar
AXON CW W/ FRP PANEL
CORNER OF BLOCK WALL SECTION STAIR A1 . 8
2 SCALE : 3 /4 " = l ' - O ' l SCALE * 1 /2 1 t
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