2003-325 (2) NOTICE
TIRED IN 3EDROOIAS,
....... SMOKNETDTEOTECTORSOARE RE - - 5� -,kEV:
0 24"DIA,CON
BELLBOTTOMS E BEDRO M��AN)ON-E[Cz ,(�CP 1
OF. 2*CONrRETF FOOTINGS L ING CELLAR OR BAS:M-N". - I
2--l" 2' %n 'TED
2' Dfy=RS SHALL BE INTERCC Wf,
Of -1�-n E"
ALL SMOKE DETECTORS MU BUR`(
T1 Quse�ls S c N MONOXIDE DETECT C�!,E&!R
VJ','4 OF 0000 2'-2'IZ-0 2'
u wl LOWEST S LEEP If G I-E\E
CELLAR L.
lomw-
U c
N-FINISHED (251
W b
SLAB 0114-MI IT BE
-7- --=4 014 M
a P,) g I KRAFT kPER I
'1 81 P�o § y Him-COMBUSTIB a
ARRIER
lq-
COVERED 9 W Ea
Z.Ln��
45 41==
M PF` AN E
FUFR�N E
6,P L
441
2' BEAM POLKETS,EA,
E�
eEAr4 PER F
jST BE C(�N EREt 3-1 1� 'ut
)AM I!,
THERMAL BAR FFR�:4
1-�TIJ "OP
Ip �Y A 15
3,5T&L
V-wv 'A'
4 12'1,
"7'p w-J."
7E n. E
0 7--Ilil kz 5--Ij 0-4j I
1131-�2,1.PO$T5 _2
'9-1 4T"I IL P. r_ I , g�
F,-,I (�) L -J,
m F. m ft,;;, mm 1-1 141' UP 13 M FU5EPS 0l IMF EA mILKENED SLAB 0
61
xa.,5
Mm.MAX a
101 x I'd
BASEMENT WINDOW13A6. m-
12 W.,/b.tOS1. BELOW FIN GRADE,
L
Q)0
DE.P. T5 q
j \2171
STEP FTNG. R GE Q)
UN XCAVATEDNLFEiE rT
4b
PL
r- T_MILK j
GA� W fa
UN-EXCAVED
4-- 1 LONE
X IT
- 'MIN
GRAN 11L1 L-IL4 g TOWN OF QUE BUILDING DEPARTM
Based on odr imited examination(GON 11L
JF— -P I. our cornments shah
-wfal d as indica*9 the aot 9!:.- ikafloes are in fUN
Ell,'IT 10 be BuOding Codes
2" 7--4-� 2' 5TEP Fw
Of New York St to.
ME �Py
11; WJLD D-1—PA
I T,=.-
W-Y
I OWN
.......... FiIA
____.22-2'
V-4"
LINE................ 2 17 WAVERYD1NGgt
#n1—
DO,:
-5d/1b2y/.0G3.M dick
... 2V'
REVIEWED BY
DATE i? A-1
15 WAVERLY
FOUNDATION NOTE51
L THE ALLOWABLE 501L BEARING CAPACITY USED FOR
DESIGN PURPOSES 15 2000 P5F
2. CONCRETE STRENGTH AND REINFORCEMENT PER ACI
CODES
3 REINFORCING STEEL TO BE Fy=60 rSI
4 FOUNDATION MINIMUM 45" DEPTH TO BOTTOM OF
FOOTING FROM FINISH GRADE
5 BE
SUMP PIT TO FIELD LOCATED DEPENDING 014 GRADE
A. CONNECT FOUNDATION DRAIN TO SUMP PIT
B.
SUMP PIT TO STORM SEWER TO BE CONNECTED
PER TOWN CODE
6. FOUNDATION DRAINS 5HAI_I_ BE LOCATED ON BOTH
INSIDE AND OUT51 DE OF FOOTING AND CONNECTED TO
SUMP PIT AT BASEMENT CONDITION
7. SEWER MAIN AND HATER METER TO BE FIELD LOCATED
8. PROVIDE KEYWAY BETWEEN FOOTING AND FOUNDATION
OR 12"-4 DOWELS @ 36' O.C.
q PROVIDE EA. #4 RE-BARS AT FOOTINGS PER SITE
CONDITIONS
ON5
to. WINDOW WELL SIZE AND DEPTH TO BE DETERMINED IN
FIELD AS REQUIRED
11 .,3DIA TAFICO MONOP05T Ilgct STEEL PIPE COLUMNS BY
-AKRON PRODUCTS CO.'OR SOUAL, FASTEN WITHCONC P
FETE FASTENER PER POST wow
12 FASTEN STEEL POSTS TO WOOD BEANS WITH 2 1(�d
PLAN NAILS PER POST, TACK HELD STEEL POSTS TO STEEL 6
BEAMS cEy
13 1/2"ANCHOR B0 LT5 5" INTO HALL EVERY 6' AND 12"
FROM
F CORNERS AND OPENINGS (MIN.1N.
2/PLATE)
14. INSTALL FS-25 INSULATION TO 48' BELOW FIN GRADE AT PERIMETER OF CELLAR EXPOSED 10 COLD
15. LOCATION OF FURNACE AND HOT HATER HEATER 15
APPROXIMATE
SECTION 16. FOUNDATION DRAINAGE REQUIRED ON ALL FOUNDATIONS
IN
HIGH GROUND WATER AREA'5:
_F' FOUNDATION JOG DETAIL A.
GRAVEL MUST BE 12 BEYOND EXTERIOR OF v
I no style FOUNDATION
B. GRAVEL MUST BE 6" ABOVE TOP OF FOOTING
C. 6 MIL POLY REQUIRED UNDER SLAB
17.CODE,
BITUMINOUS TAR DAMP PROOFING PER NY5 ODE MUST BE DRY FOR INSPECTION -2.,7'
la IF FOUNDATION 15 BELOW HIGH GROUNDWATER
WATERPROOF IN THE FOLLOWING MANNER: K
2 PLY HOT MOPPED FELT
6 NIL PVC MEMBRANE
5 POUND ROLLED ROOFING f"'i,
J'
40 MIL POLYMER-MODIFIED ASPHALT
1�1. GRADE MUST SLOPE 6' IN THE FIRST 10' FROM
FOUNDATION w
21). WATERPROOF FOUNDATIONS WITH "50NOSPIELD 14LN 500" f
LIQUID COL D-APLLJED ELA50NETRIC WATERPROOFING MEMBRANE Q)o
SYSTEM(45-55-it DRY THICKNE55) ;N,
7 — W
ELECTRICAL SYMBOLS
zc) 9LFLEX C�-, EfafrLET p
0.
.1"1l 1
WAU 5YlIT01
fxru�W�
TA I SWirLtt
—
M
W r��A�
�
Nr U 11'FIXI V1,11
1.1 IF[11/111l 11 Al t
0A6 llflF�F
Fri
P (Ij �AD 'U'll"11,11 01gd b�G.M.ftk
R ffaBPATION
WALL DETAIL Dale: 5/12/03
A-1
gWPPT
LEGEND
PLANT L� SEE SHEET N-1 FOR GENERAL NOTES
(D POOR C'A.Lar
K WINPON(,A-LOUr
Cq, (,AR6CN M240XIPE PETF6TOR
COLUMN @ LIV./DIN. OPTIONAL WALK-OUT SAY @36 EInLr ROUND
T"z
---------- —- ----------------
IT51,I TO RERP Z
v TO -10
--�R�-IIEP CEILING
MASTER SITTING
O'FLAT
BIEL
-----------
lfr -7
10,FLAAT .7SEE-
BEDROOM 2 PRE-FAIB FIR
MASTER cE
BEDROOM c"pru mV,`
LIVING @)
oin ppm 4-61
ji
2'-4 4' a
_6"6
6,_6,6,_6,
'-4 OF JONAL
WA K-OUT
0,9 1/f B'\y
'L wIr iv"F�� V2
DINING
1� 7
rl/w, c"fm 0
aT r 141 w W�6
I,"T
MASMR RETREAT 0Fn0N
("2�� -I
PA-TM)
04f-
M BATH A-F;1 ER err _,1
a
-4— 5'FLAT
—T
N
-IAT 1
--d
il T -f
Fr a
FOYER -T ci 110
.0
ND. 1/4-.I OPJ
8-II2, IY� LAI/IAPRV 'D
c
aJQ
VALTE)a-
IA To 1a ur
5N M7 X W 114` 4 LND.
6 11 To T� v
To��r 12
f�wo,
2 CAR GARAGE Rrxyj
ENTRY
45�eI-m Rm BREAKFAST
TU
i----------------
a-6�u TO W. WRATEP = E DETAIL TH15 5HEET
ZEESC)�' 7
1/6-TYFt X 6.1,M DM
LUXURY B&TH OPMON
aT�ro MD P U"`P� T
M 114 1,WEP lNffl a,'M L 1/2-W.W.COVER
WINDOW EGRESS AND VENTILATION DATA
G ALL WINDOWS MEET 20 h(W)a 24'(H)-p—t.
'Qff -,q ff-QP
VIEW PAIItT zT T= 0-r"'Vn'
2T. 114 1
-0 STANDARD""�II�- 17, 6� 111 211, $0
p'l 519—T7—-29 ---- FIQEPLACE CHME DETAIJ,
Ll-Ml-----L�A.
"-AT- OPT. OAS f=lREFj_A,(lE COND. A-2
FIRST FLOOR PLAN opmaus
LEGEND
(5 SMO.E
WINDOW EGRESS AND VENTILATION DATA
ALL WINDOWS MEET 20 kl.(W).24'(H)1eqw—t.
O POOP rkLour ROLM SQPT. Fl Rw 15q,FT.PROdI (.qM
(D WINPOW C.&L.Off IEW PAY I r IM PAYLIFfiIT F Ixp
STANDAM
I Ell
Esc
Es
——————————————————————————---
7-10,
LIVING BELOW 0 � w=p E`o
6P V,WN 0 w
C)
M WXR�0 1 V6
0 1'.1 Ile tYY.N'Ji
W
L,-FT
PER AOPT. MA6
gArld
L NO
(D
.L--LL L >
LLL L
FOYER
L BELOW KITCHEN BELOW
.
LL, .......................
LLLL-E
L L L L L
-
.... A 4
t�L II
1. ... ....
TUB/611C 11
A-3
SEE SHEET N-1 FOR GENER L OTES I.- - �
-BINGE VENr Ripef VENT
IIV"WARERWOOP ROOF 6HEATHIN&
1/2"WAFERWO12P ROOF S-EATHINC, &UPS AT 7A"Of-
AT 2A"OT
NY,S, MEP ROOCERTIFIED
TRITSSEInT 2A"OL,TYP N.YN IFIEP Roof
12 HEEL H TRUE:ES AT U"OL.,FYR HEEL HT- W
6, E5
2-16"M.L.UPSETBM.
FIBERGLASS SHINOL r4
5HEETROO, 11 7/0;'TJ RAFTERS @ U"OL,
WRAPPED BM. 1 z OPT. BATH INSTALL—1
13EFOR TRU55E5 ARE
2.0 INSTALLED
HEEL HT. HEEL I.
I _AT
2.b LEI)CER'
-SAI 16 2.0 Till 9OR"ISTS �_FA,51EN Mbd 4AIL5
NYL VENTS E 5/5TU
CONT�VENTED E OFFIT
2-11 118�4.J FLN,
'7 MUD BATH
LIVING 7 E
E
GARAGE
W—CONST.TO BE 2.4'e MIN
Jf
314"T 6 FEP30AP
DINING FLOOR
'D BEDROOM #2
R5r
MIN.R-15 ROOM GLUED
ND
o'6-0.0.W/,"T 5/8-
[AT RIM n SCREWED
AT RIM BEARING WALL E vF
I 15T FLOOR �PE Y GYN.BOARD 15T FLOOR .�Ei
4-
11 7/5"yj's @ W,06' 1 If f I--.LQ-�—, 7 7/6'Td's Q W
K�
BUILDING SECTION 3
FS-45 R-11 INSUATION TO I CELLAR Q
EXTEND 46'Dl�FlNjERADE t
'FW
f
Pirl-NINOU6 DAM PRt INS,TYR—, f S R 11 A"C0,16FEETE S(,ND
0 44
g
0 G"cc°
4"PERFORATED FOODNCI-7 PROJIDE 2"x4"KEYWAY f',FTNDE�
WAIN5,6,ONNECTE0 TO StW PM FOOiINO AND FOLWATM,OR
IPCvE VENT V-#4 PONELB,AT 34"OL,
BUILDING SECTION 2
1/2"WAFERWOOP, OF--"I-
AT P'001, ...............
.E 4ET IL THIS—ET TYPICAL(vTER'OR)YAJ I A55EMN-y
•HORIZONTAL VINYL 61PINO a)
AIR INFILTRATION CARRIER
1/2!'WAFERWOOV WALL StImATHINO
---------- - 12 Jx'EXTERIOR WALLS AT 16"0/-
R-1,3 GATT.INS,"TION 55E HANDRAIL PEATAIL
J •4 MIL.POLY VAPOR DARRIER ON SHEET N-1 FOR—E
NYB, 6ERTINE11 ROOF t/V&)f16+JM WALL150ARP REQUIREMENTS'0' mg:�
TRL66ES AT OL, k
ALL 5TAIRE,
-2xb LEDGER KANT-5AG'TMU2 HEEL HT,
I/PLATF
4 0
JI FLOOR JM51`5 16 Q
q/2'M.L.SEAM 0i R4
INSTALL TYVEK
To HOLD IN5UL.14 PLACE LIVING
BREAKFAST
KITCHE DINING
[MIN R-15 ROOM r 31A"T&C,WAFERWARP
AT RIM FLOOR'LUED SHEATHINC,
F AND SCREWED.
FIN.F OR
I JI FLOOR JOIST AT 16 OL mr T/PLATE
HANDRAIL HE16Hr MIN//��\
R-11 U STAIR SECTION
34"ADO�TREAP f —�V'o STEEL PIPE(CLUAN
INS (4
-AT[ON TO EXTEND AS' DELON FIN CRATE CELLAR
DITI)AINOM5 PAMPROOF 4"CONCRETE SLAG
T/SLAB x Date: /20/03
. ...... SLAB T1 lir DNE515
4' PERPORATEP rooylpqcl!�' PROVIDE 2, .A' rZyWAy mrvvpfl'_7
DRAINS,CONNECTED TO SWP PIT FOOTING ANP FETINPATJON
OR 12 #4 PO"fl-S AT 06 BUILDING SECTIONS A2.04
BUILDING SECTION 1 I I
t 6r WINDOW/DOOR
-4 itil-11 Ll LL 0
.... .............................
777'
---- PLATE HE16417 iLLILLI-JU I
-----------------
LIED w
A ��Fa��7W&jpr�
P�ATE HEIPHT 15AY HEADER HEIG-MT
12
E=I =3
IF=
�4
-T
L
L�= -:-0" OL-=
FIRST FLOOR F-1 F-11 F
E HElcflT ILL LJI I Lj L J I ,F.[R67 FLOOR u
(--57FP PER 517E t
CEDAR MAPPEf�l COLUMNS
110 I 1 11 II CONDITION II II II I
TOP 9-6LAe
FRONT ELEVATION
L= —————————-I
REAR ELEVATION o cq
cq
OPTIONAL WAU<,AT 15AY
ED
12
P1 T
ONAL WALKaff HEEL H
'Rrl WNW.�IAY
5 -- --------
IF
w
OH OPT.WINDO
R on.
C 7T 1.OF H�
ll,,31 1.
.................................................... —------------- -------
vP
0,,i9—by C-di,k
lf,FMEIT FLOOR
BUILT-IN OVER FIREPLACE DETAIL
OPT, LOFT/BONUS ROOM COI,,]D, LEFT SIDE ELEVATION A-5
DEL.RIM WMANI @ WINVON5 Pft- RIM W/11ANCIER5 @ FANPON6
NOTE: OVERHANG TREATED SILL PLATES 1/2"
BEYOND FND.WALL TO ALLOW FOR FURRING
FIBER LASS INSULATION MAY BE USED IF IT FILLS THE WIDTH OF J 17OPT.GARDEN-LEVEL AN SIDING 0 END WALL AREA(REAR&GABLE SIDE WALLS THE CAVITY AMID ExTENDS A MINIMUM OF 16"FROM THE TOP OR GIST AND BEAM LIST
0 OPT.GARDEN LEVEL BASEMENT BOTTOIA PLATE
B. ALL PENETRATIONS MUST BE STUFFED OR SEALED.FIBERGLASS Plot Unit It of Net
INSUI-ATIO IS ALLOWED ID Product Qty P l ies Oty
C.
FIRE STOPPM6 REQUIRED 10'VERTICALLY AND HORIZONTALLY JI 36� 11 77/8' TJI/Pro-30 S Diet 6 6
35, 8: TJI,/Pr.-,130T S joist 6 i 6
/ T I
A 34 11 7/8 J Pro_30TS Joist 2 1 2
A 33' 11 7/8' TJI/Pro-30 S Gist 2 2
J5 32: 11 7/6: TJI/P 130T S I I
I A. A2 51 A2 1.2 75' A2 A 30 7/8 TJ/Pro-130 S Joist t 2 -
3 S Joist 1.7 1.75' 1.75' A2 J7 29� 7/8' TJI/PI OT 01 1 1
-TS Joist I A2 A 28 7/8' TJI/Pro-13
9, I.75' J9 25: 7/8' -130T,'n't 8 8
7/' TJI/Pro
1,7 1 JIG 20 /8' TJI/Pr.-130TS 5t 10 10
lilt — I I L— I I I I_11 I 1 19: 11 7/8' TJI/Pr.-130TS Joist I I I
7/8'
J 7 t 2 2
7.32' . . . . . . . . 7/8� TJI/Pro-130TS 5 JR i 10 /8 TJL/P13OTS L.0�st I
1_6' J15 7' It 7/8: TJI/Pr.: 2 2 E E
. . . J16 4 113/7/p TJI/Pr�11'3GT'S Joist:tt
MI 1 4 x 9 1/' ,9E M crothan LVL 2
! 2 M2 12' 1 3/4' x 9 1/2' 1,9E MiI,rolto.LVL 2
M3 4 V 1 3/4' x It 7/8' 1.RE Micro[(an LVL 1 3 3 E
M4 2 P 1 3/4' x 11 7/8� 1.9E M I c,o I I-LVL 1 3 3
M5 14' 1 3/4' x 11 7/8 9E Microllam EVIL
11 0 ITIII I _j HANGER LIST Simpson Strong-Tie Company, Inc,
Z O
A . . . . . . .
16' Eliot i
D Oty Product Labe.t Top Nails I s Face No I I s Member Nails I sNotes z
A LEVEL NOTES
BI -7 1
HI 4 JUSI. 88 8-NIO )�5
H2 I I us I.81//!!:88 8-1 Od Fite Name: woodruff.JOB
7�
. . . . . . Hanger Notes: Level NI FIRST FLOUR m
(I)glndicQtes non-stocked Plot Dats� 5/24/01 13142. I I I I I I I I I B k d hanger 0
�5) Backer Blocks Required Des I On Date: 5/24/01 13�34 0 3 E
7_AT-' 2 Dr-irg Scale: 1/8' 1 s?2
it SYMBOL LEGEND Z
J. P-)
141' J TJ1 Joist Type Foundat ion.....Foundation
g.
b status:
FIRST FLOOR,,..Plotted
o M Rectangular Product Type 5/24/01 13:34
SECOND,FLODR. Ready to Plot
1 117
Bearing Wall 2/0 &58
REQUIRED BEARING LENGTHS LL,
I QH1 t IN)1G) I I = Dean NOTE: Level desi n times indicated ob.,
"or!' X Column(CBO) p Cr Level
Warning IT Label L th' , stack! �.,'U per levels must have ear
Hanger Type design p d P.
es.
12�6' Hanger Symbol Design Methodology AST
Ll I k I -IT NO(67) assurance
7
FIT
Floor
M3(26) 5�59' Pc Parallel Closure Type F ArMeethododh.�,0 p Loading Is:J)S)74 A EF Live L
81, Blocking Type 12 psf Dead Load
M3(26) 7.71'
I Extra Blocking Maximum Joist Deflection: rT mr:�
A-W MI (117) 5.31' (Lineal board lengthfor Cone
0 . . . . . . L/480 Live Lead
1 0 different from the O,C. Spacing) L/240 Total Load
Headers listed t Rm Rim Type TJ-Pro Rating Information
I In length.
.a 5' IF bear Lowest Average: 53
Point Lo d Weighted Rdt 46
-rl � 2. . . Supportwidths-provide Highest RRCR�l 71
ad
equate
qHat,hearing or L;ne Load G!uedt&Nolte Decking is Assumed 75/ productsnot Direct Applied Ceiling is Assumed
0
"St"'T Area Load Floor Decking: 23/32' DSI3 al
Catlout ry Labe[ Normal O.C. Spacing= 16'x
. . . . . . . (see Builder's Guide or Pocket Guide Default Wait/Be-Width: 3,
Bear Ing Width Labe( Standard Rim; RD
Joist Layout Symbol Standard Blocking: DkI-
Level Warning TJ-Xpert 6,11 (9675) A
Wall Header Bearing Width Warning C6.11 DIS,11 S6.11 P6.11
Unless noted IT t he r I 15 e
ACCESSORIES LIST
Plot Un I 1 0 OF Net
------ ID Length Product oty Flies Oty 1/8"-f-or
--------------
Bb! 5/8�/or 3/4' Backer l3toIJ,s 8 8
).aIgn.d by G.M.di.k
Ii II
P I,
3 8: TjJj//Pro-I30TS loist
P2 1/ D.t.: 1/20/03
C2 25, 11 7/8 T Pro-13UTS loist
FC3 8, TJ Pro-111S'wi,l
Pc1 9 7/8 TJj/ 30TS loist i
P 0-1 PG5 3' 11 7/B' Tji/p,.-130TS",.;St
FIT 5' 6 1/8'11 7/8' TJI/P 1301'S'Bl.dkino Panel,
r-1301S
FIRST FLOOR FRAHM$FLAN Bkl I 1 1/1'11 1/8: TJJ/Pro Blocking Panels 10 10
2.1 8_1, 7/ T j/PrA 130TS
1 91 A-7
Shl 4' ,8' 23/3PI OSTI 49 1 4
(2) 2X6 Fiff"CER,AT
PAY WINDOW
2x6 RAFTER TAILS A7
AT—I-"-—OLE,PAY ACCESSORIES LIST
JOIST AND BEAM LIST Unit I F Net
al. lillimmmolp, Plat Length Product Qty to N
2-2.1Z IFT717171771-W, I plot Unit 4 of Net - Plies OIL y
u,it�m!!I'Ftt i1 ID Length Product QtY Plies OtY P,I 13' 9
— Pc2 12� 9 11/1' TJ/1,0-11 S joist
I 1 1
178] — — '2' Tjl/,r. 310ITS"On't
J7 17' 11 7/8' TJI/Pro-130 joist 9 2 1 9 Pc3 0 9 112' TJI/Pro-13OTS Joist
OPTIONAL WALK-OUT BAYS Hall 10, 1 3/4' X 9 1/2' 1.9E Microllam EVIL 1 2 Pc4 8 9 1 12' TJI/Pro-130TS�Oist I I I
Bb I I� 5/8, or 3/4' Backer
30T S I cker B ocks 20 20
RIO M4 1 3/4' X 9 112' 1,9E Mic—Lon EVIL 1 2 2 R'1 39' 9 112' TJI/Pro I
2.6 50 50A T"P.)
ShI 4' A 8'23/32' OSR 10 1 10
1I
JOIST AND BEAM LIST
--2 x-R -2. HOI
14 OPEINC, FIRE STOPPING REQUIREMENTS:
( -2x6 AT FIRE Plot Unit 4 of Net E
PL VE N ID Length Product Oty Pliesaty --4
A. FIBERGLASS INSULATION MAY BE USED IF IT FILLS THE WIDTH OF 4 1 4 11 L
J2
THE CAVITY AND EXTENDS A MINIMUM OF 16"FROM THE TOP OF J, 11� 1 1112: TJ11//Prrp--11'1'TT1' It
J3 )' 9 112: TJI/Pr.-130TS iSt I I
BOTTOV PLATE 12 9 1/ 12 12
E
5. �1.PENETRATIONS MUST BE STUFFED OR SEALED,FIBERGLASS M4 7 1 3/4 X 9 112' L 9E Microlion LVL
1 6 SUP INSULATION IS ALLOWED JIG 4' 9 112' TJI/Pro-13300TTS joist 41 4'-R�(TYP) C FIRE STOPPING REQUIRED 10'VERTICALLY AND HORIZONTALLY
D S j jo�s
3' 9 112: TJI/Pr St
MI 16' 1 3/4' x 1 7/8' 1.9E Microllan LVL 2 2
it 11 11 1—� I I
1/8' M2 6: 114: ,1 112: 1 li,,rcl(rin LVL 2 2/4 x 1E
- _2__.....,, M3 4 3 9 12 .9 Mi rollain LVL 1 2 2
LNp RFPA,115 CEILING TO
LEVEL NOTES
I A.F.F.
a -C D E
A2
A2 1 1.75' HANGER LIST Sints-Strorg-Tie C-pory, Inc.? File Nave: woodruff.JOB
7�', 0
ME Level Navel SECOND FLOOR
0
P ot 1 .28
H3 U" 2Hr r ID OtyProduct LabelTop NCi[5fQCB Nai(shlerber Nail,Ncte, Plot Date: 5/2/01 14:43 I, J51, I I I U - -— Design Date: 51 c--
H ' I HI 10 1 US 1.81/9.5 8-NIO 5) Drawing
at,124/01 14143
A . . . . H32 3 1USI,81/9.5 8-NIO Sc 1 118' 7 1
H I TT9.5 4-NIO 2-NIO 2-NIO (I) Job status
Fo G ti.' F,Undat I on
f Honorer Notes: 'S'F Checked
FIRST LDO h cked
ITT-,�IB WH I I I I I -Indicates non-stocked
o- keddharqer SECOND FLOOR,-Ready to Plot
"I I " 1) Blocks Rteoc I
16' 14.36: � . . . . . . . . (5) Backer Bloc s N-re 5/24/0 14:43
NOTE; Level design tines indicated oloo e
vide assurance for proper
stoc U levels
HI J TJI Joist Type t have arli r
�'1ADF_D AREA PENOrE '�xkl M Rectangular Product Type Design Methodology: AST)
2-.1 H SYMBOL LEGEND pro
4 H 11 9
....... -J/A2 RAFTERS AT 2A"0/_AT Mao Loodi Ist H2 Bearing Wall Fluor Air g,Il r.11 OPTIONAL 1210-CUT WINp6W 'h 0 pSf Live L.
A 2-2�12 AND WALK-Off PAY CONDITIONS BE- 112 pEf Dead Load
1.27 OM CH
X Colu-(CBO) Additional operator input lords have ::1 ED
'd
6 o� H Hangar Type been addedi st mr:�
No Xi U Deflection:
(*IX LJ Hanger Symbol L/480 Live Load
1 Z2-2,6 FL. H L/24 0 TotalLoad
FR W10 PC Parallel Closure Type
SHORT`0 ONE TJ-Pro Rating InformatioY
RO RHn Type Weighted Average: 4 1 La Rating:
3
0 Point Load Lowest a in 4,Highest Rat �;
HUNG H In 0,
raz. — Line Load Glued K Naite Decking is Assured
Direct
➢
Applied Ceiling is Assured
Area Load Floor Deckingi 23/32' OSB
0 DeSteaeiBl.Ca OtRi 'G"b 0'or Packet Gui )Norval D.C. Spacing= 16'
Default Width: 3.5'-
— Bearing Width Label
Standard T: Rw I
Joist Layout Synbol TJ-Xpert 6,11 (#675) A
CIS I I D&.I I S6,I I P6.I I
Walt Header/Bearing Width Warning
0 UNLESS noted otherwise
REGUIRED BEARING LENGTHS SECOND FLOOR
Warning fil-abet Length /a=,-0'
01 MI (20) 2.52'
H.d�,S N.t D- 1 2o/03
1.5 of bearing length r iR
-
So art widths provide
act, 0-1
a'q bear mf
Oct,
pn _ not Ei
SECOND FLOOR A 8
FRAR-UNG PLAN
AT �9A=�a4 ���s�e�
---iTS
II
--7
&12
it
E
10:11 TO m
6 12 R6
9
E
6:2
M5
R14
2A one�ide.
REVA21 04
Use 2 4 a th 7�,
1/1 2'
a side if joist V,01-1
Spac
ing is greater
thon 24 o.c.
2 rows 8d (2D")box ROOF PLAN
0
n its at 6 o.c. =:4
D
66d L9W27SKtP W/ 0 c,
L—4A
Beveled ILI I D
Beveled bearing plate required
when slope exceeds 1"per foot 0"
ED
rT LOW END
O?� o
1/12'
_7
RT-4
Amm, IFLA 5 1x1 IVE11 MC,
U'Prp'OVEPXII
AI TO ALL00 VOR PR�,VENTILATM-IxbRAM RIXE
N
2.6 SUP-FA�;CIA(TYP)
To 0
,LW _wLo b,
GlAedick
ROOF FRAMUNG P1L1'111.V
Dale: 1/22/03
JOIST AND BEAM LIST
...............
P),
Ne,t J" I On i t Plot
Sty at, Product Length D
11Ir ,and Via. All IT-d
11 7/B' JI/Pr.-120 jo;St 17, JI A--9
f 'HIGH END
1 , 6'
1 1 3/4' 1.9E M i cr -L" vL m,I 54 2 , /4' y 11 7/8' 1.9E 11 i 1ru=L0n LA —.--- — I
HILAND / WAVERLY
DESIGN NOTES:
1, LOADSUSED FOR DESIGN PURPOSES ARE: FIREPLACE SIZES
A GROUND SNOW LOAD OF 70 PSF .1�MORE THAN 4'BETWEEN GAS I R.O.WIDTH R.O,HrirHTI WOOD I R.O.HEIGH
B. WIND LOAD OF FS MPH ElALIJTER5 OR HORIZONTAL 4" 4'� 11, 1 41
2. FL AREA WADING USED 15 40 PEF/LIVE AND 12 P5F DEAD LOAD AS —1— — 4"
LISTED ON FRAMING PLANS
—P, TO PA THROUGH OPENING) 4 36" 1 BC-42 1 47 41�
PH DVP"3 123/404 1/4�1 31P�
3. NEW TORK STATE ENERGY CODE!BUILDING PAS BEEN DE51GNED AND 14*TYR. 5T-TRC,
ENTERED IN THE RES-CHECK SOFTWARE PROGRAM A PASSING
COMPLIANCE FORM AND INSPECTORS CHECKLIST FORM HAS BEEN
SUBMITTED WITH THE PERMIT APPLICATION. PI SUMMERHILL
21'MIN.CLEARANCE
IFF
GENERAL NOTES:
*LITORIES FIREPLACE SIZES
I. REFER ON PLAN FOR SOIL,FOUNDATION,DAMPROCENG, iLe MIN.CLEARANCE
TO F ONDATI ------- Q DRAINAGE, GRADING NOTES -- ---- III AND.11 GAS R.O.WIDTH R.O.HEIGHTW RO.WIDTH R.O.H 16HT
;'lFHlRl UNABLE 5L-550 3 331,
2. SAFETY GLAZING(TEMPERED GLA55)TO BE PROVIDED AT: SEE-TWRU-TOC_.
A ISIRMED AREA OF AN INDIVIDUAL PANE GREATER THAN q SF NOTRE: PA55 THROUSH OPENING 5L-75OTFz 41 42 1/4" A36HG I'll 1 41 1/2"
5 BOTTOM EDGE LE55 THAN 15 INCHES ABOVE THE FLOOR REQUIRED 6UARD5 CANNOT COW5T OF 4OR12.01,TAL SL-q5OTR 49" 42 1/4" A42HC I'll 41 1121,
THE GLAZING C. DUE M MOPE WALKING SURFACES WITHIN SO HORIZONTALLY OF RAILS OR ANY ORNAMENTAL PATTERN THAT 41 1/2"
TOP EDGE GREATER THAN 36'ABOVE THE FLOOR GREATE5 LADDER EFFECT 24'CLEARANCE IN FRO14 PIER-TRC 25 1/4/43 1/4"
E.
GLAZING ADJOINING STAIRS WITHIN AV Of BOTTOM TREAD r OF SHOWER OPENING 37"
a, ALL EMERGENCY ESCAPE HUNWHIS AND BEDROOM WINDOWS M051 H E CONTINUOUK,FOR FUFOLLOWINGLENGTHFOLLOWING OF STAIRS TERMNATINES AT HALL CLEAR OPENING Of 5T BE ABOVE OR BELOW GRADE OR NEWELL POST HAND GRIP PORTION TO 30,00,MIN 'o
S. SF AT GRADE BE 1-1/4'HIN12 MAX W SMOOTH SURFACE SHOWER UNITIr
MINIMUM HEIGHT OF 24 NO SHARP EDS E5 Ir
MINIMUM WIDTH OF 20' z
HE ROOM CHARY DO PLANS FOR REWIRED(ACTUAL EGRESS &HAl[QRAjL_DETA"_NQ_N0M_S__ OVERFRAMING TABLE
4. PROVIDE 6/8'TYPE'X'GHB ON BOTH SIDES OF COMMON WALLS OF
ATTACHED GARAGE AND REMAINING GARAGE WALLS AND CEILING WITH HORIZ,SPA 512Y-15PAOINs, 5IZFJ5PAClI*E,Up To NR'Z*SPAN
Bur
NO PENETRATIONS q'-4" 2x6 0 16"O.G.0.r UP TO 2.6 @ 24"O.G.
5. PROVIDE A 30'X 22'X 30'(W)ATTIC ACCESS IN A HALLWAY OR A READILY 2X4 DIAGONAL BRACING
ACCESSIBLE AREA,NOT A STANDARD CLOSET. SEE PLAN FOR LOCATION NAILED TO TOO SIDE OF 9'-4"-W-10" 2xb 0 Ib"O.C. 11_1�� 11-1.1 2 5 24�.O.G.
BOTTOM CHORD Hl MIN.
2-12dNAILS Tpol@EA TENDM5L�
N UP 144-6" 2,,10 a lb"O.C. I'_Io"
4. PROVIDE A LANDING 04 EACH SIDE OF AN EXTERIOR DOOR. MIMINIMUMSEE A TRUSS T 5
WIDTH AND LENGTH TO BE W. SEE DETAIL THIS5SEET 45 IDE61REE A f3RACII<,TO E3 032' 14'-l"-I1'-l" 2xI2 a 16"O.G. 111_10.1_11�_'�.
-.TRUSS SPAN UP TO 48'
V
ME CH-E 140 TELCO SPAN UP TO V
7. STAIRWAY REQUIREMENTS: IS
A OPEN RISERS NOT ALLOWED FOR STAIRS OVER SV IN HEIGHT n
IS ALL STAIRWAYS MINIMUM W IN WIDTH 15, �v
L. HINDERS MINIMUM DEPTH Of 6' Is 5
D. MINIMUM HEADIRCON CLEARANCE OF 08'FOR ALL STAIRS
E. SEE PLANS 4 SECTION FOR DETAILS
8. HANDRAIL REQUIREMENTS: 2M LATERAL BRACING
A REQUIRED ON ALL STAIRS Of TWO OR MORE RISERS
NAILED TO TOP SIDE OF -E
B. REWIRED R ON BOTH SIDES IF MEN STRINGER BOTTOM CHORD.1 MIN,
C. MUST BE 5ETWEE14 34-AND 55'IN HEIGHT j 2-12d NAILS(TYP.)D. MUST TERMINATE AT WALLS OR NEWEL POST
F. MUST SEE BE CON
SN FROM
BOTTOM!STEP TO TOP STEP
PLANO 4 DETAILS
9. GUARDRAILS REQUIREMENTS:
A. REQUIRED ON STAIRS,LANDINGS,PORCHES,DECKS M BASED'WEN SURFACES MORE THAN SO'ABOVE OR BELOW GRADE
B. MINIMUM NEIGHS FOR,STAIRS 34' L
DIAGONALS FROM GRACED
C
NO MINE THAN 4'BETWEEN BALUSTERS,OR HORIZONTAL RAILS SAY REPEAT AT BOTH ENDS
D.
NOR,INNE ET THAN 5'ON STAIR HERE RISES,TREAD,AND BOTTOM TRUSS NOTES AHD AT 20'INTERVALS -d fa
L ME E.
REWIRED ON BASEMENT STAIRS 1.PROVIDE TEMPORARY AND PERMANENT ED
10. SM E DETECTOR REQUIREMENI'51 SPACING A REWIRED BY TIN HIS-ql
a)0
A. MEET BE HARDWIRED AND BATTERY BACKUP 2,LAP ALL LATERAL BRACES MIN,2' TJ
IS I ON EVERY LEVEL
C. WIN EVERY BEDROOM 3,PROVIDE
IDE IN ADDITION ALL SPACING
D. WITHIN IV OF EVERY BEDROOM DOOR IN A HALLWAY REMM ENDED BY THU.WF4.AS DEX ATE Q)
II. FIR STOPPING RHUIREMENT5: SHOWN ON COST,TRUSS DRAWINGS,
A. ERSS NEU ATICH MAY BE USED IF IT FILLS THE WIDTH OF
THE
HE CAV TY AND EXTENDS A MINIMUM Of V EACH THE TOP OR
R BOTTOM PLATE W�)[95 R FRAMING PLAN
ALL PENETRATIONS MUST BE STUFFED OR SEALED,FIBERGLASS
INSULATION 15 ALLOWED C.
FIRE STEPPING REWIRED OF VERTICALLY AND HORIZONTALLY
12, NOTCHING REWIRIENENTS FOR EXTERIOR AND LOAD BEARING WALLS .,I.P.OPENINGS
A. LOAD BEARING WALLS CUT MORE THAN�%MUST BE SECURED BY SPACERSSIDE EXCEPT FOR EXTERIOR WALLS COVERED WITH SHEETING FRAMING NOTES 1,C. NO HOLE WITHIN 5/8'OF EDGE OF STUD 1,11c RO-LAN(Ml,)BLAME AND TAV,TO BE
B. GREATER THAN I V HOLES REQUIRES DOUBLE STUDS mm 8
A METAL TIE 054 THICK BY I?'WIDE WITH 8)160 HAILS EACH
( W
D. NO MORE THAN 56 X OF STUD DEPTH INSTALLED PER TRUSS JOIST CORPORA IN KING STUDS
RESIDENTIAL PRODUCTS REFERENCE GUIDE
13, PUMPING TESTING:ALL 'H5 VENTS,AND SUPPLY PIPING MUST BE
-
TESTED 7 Z TO THE FOLLOWING CRITERIA. 2.NOW FRAMING MEMBERS 6'CLEAR
WATER HEAD TEST HP ABOVE HIGHEST CONNECTION OF EITHER SIDE OF WASTE DRAINS AT TUB,
5 P51 FOR IS MINUTES TOILET AND 5HOHER,DIMENSIONS INDICATED WALL STUDE,P 16'O�C�
ARE FROM CENTER LINE Of DRAIN ON NON-LVL'5 ONLY
W, HEATING AND VENTILATION DUCTS MUST BE SECURED AND SEALED IN AL NON-LVL FRAMING MATERIAL SHALL BE JACIN ITUI.
ACCORDANCE WITH HT5 ENERGY CODE 92 SPRUCE-PINE-FIR OR BETTER 4 FIRST I SECOND FECOB PECKING SHALL BE N/A
16, COMBUSTION AIR RESUIREMENTS:IF THERE 15 NO COMBUSTION AIR 3/'WAFERIHOM-GLUED AND SCREWED
SUPPLIED TO GAS APPLIANCES,INSTALLER lIU57 CERTIFY BASEMENT OF 5
G UNDER PARALLEL PARTITION WALLIS ABOVE
BC
ROOM WAS PROPER.PROPER.AMOUNT OF COMBUSTIONLO
ETION AIR PER CODE AT FINAL KIN
INSPECTION �36�OC,A NON-HARING WALL5,U'III BEARING WALLS
SOLE PLATE N,igb,G.M,k
16 STREET ADDRESS MUST BE POSTED ON BUILDING AND/OP.VISIBLE FROM 1,ALL515 FRAMING TO BFM15 SHALL BE
T Wl SUP
00
HE STREET, IF �DRIVEWAY ABUSE 5 MUST BE POSTED ON 9 PUR SUPPORTED BY StMFOON� 'METAL JOIST HANGERS
MAILBOX ED POST AT THE ENTRANCE TO THE DRIVEWAY OR THE CAME SINGLE SAMS'LOW-2-9 DEL X15T5(HAD) pore 2/4/03
51DE OF THE ROAD T. ES INDICATED BEARING PARTITIONS ABOVE OR BELOW ...........
11 THE FIREPLACE A14D FLUE/CHIMNEY TO BE USED SHALL BE A FACTORY-BUILT PROVIDE COLD BL XING AS REWIRED
F IRF.M.CE/FACTORY BUILT CHIMNEY
IT 5HALA.BE INSTALLED D TERMINATED
6. PROVIDE
SOLD BLOCKING TO UNDERSIDE
ACCORDANCE WITH THE MANUFACTURERS INSTALLATION IHSTRUCiIQNS. OF FLOOR SHEATHING FOR TRANSFER
THE FIREPI ACE FOALL BE TF51 ED IN ACCORDANCE WITH UL-127 01 POINT LOADS.
9, MDE IOTES PLUMBING DRAII15-MAINTAIN B' CRIPPLES N-1
CLEARANCE TO NAMING MEMBERS _-:1-WINDOW FRAMING DETAIL
,I 14111T III I
WINDOW SCHEDULE Silvedine Sodes 2900 Windows
f anne gress Data Dayli vent
Key I Type I Size Rough opening arealsf IN.Hjir.Vsq.H. a,e a 1911f,I UV.,.. nezi
A I 5H 15450-2 5'-C,1/2" 33'r, 55x25.5 e'r2r 2651 i2 4 SHEETROCK OPENINGS
6 FX 22 2-5 T 11 112,5,_0 I,, 3q,b -- -- S 52 4C, PH _2 26? 21x25.5 45 2034 .35 q,b DOOR SCHEDULE
D 5H 2550 2'-e,112'x 5`-O 1121• 1391 2lx25.5 4b 1O.F1 935 4.e
E FX 5050 5'-C 112'.5'--0 1/2" 2(,q 21LOI A INCLUDES SHIM f—e
F FX 5020 5'-0 112".2-0 112" b.2 490q A Pbnc
6 FX 5016 5-0 1/2"x 1-6 112' 41 2.el .4 KE� DOOR SIZE 22 NOTES ROUGH OPENING
H 5H 1850 V-b 112" br(' 15+25.5 21 5.65 35 -1.1 1 30bb x CARBWONITE FIBERGLASS 3'-2 31b'X V-10 1/21' 21 55 1 6
7
J FX 3C)44 3'-0 1/2"x4'-4 112" 135 -- -- IA 30b8 NSDLT X GA11,1011TI A1111P61AS5 •4'-5 3/4'X 6'-fo 112- 2q E5
— —5 ---
K �H 2050 2'-0 1/2"x5'-0 112' 5 772 5 3.4 7.lr 115 5.4 IS 30bb V412 5DLT5 x GARBONITE FIBER61-Al, 5'-5 14.x 6,-10 112' 31 55 1
L 5H 5050-2 e,-C'x 5'-0 112" 503 1 51,25,5 5 2336 .35 1190 2 206D b PANEL MA50NITE
P1 FX 2820-2 5'-4",,24_0 /'ll 2'-2�X 6'-10 1/�"
11 lcl�q I-- -- 10 A 5 1 246b I I x I 2A60 X 6P-10 112"
.1 2030 -0 12,,Y-0 112P br2r 1 b 2'-8'X 6'-10 112"
,3—$1 2' 1 PIX155 5qq 55 ima 1 1 26bb I I
3450 3P-4 112",5'-rl 112' 17 -FOLD t•-1 x b,-q 5/6,
,5_5H I 55x25r5 e,62 39P 35 6.2 5 1 5Ob8 I I X 61
- FX 2516-2 5'44'A'-&112' --
P7- .4 ;4018 Y. 51 4'-04'X(5�10 1/4'
FX '(116 4d-O 1/2dx i'-6 /21' 6.2 3'b0 A -- x FRENCH SLIDER 61-1*x b'-b 5/5 40 35
5 ELI 5050 112"x 5-0 112" 153 31,,25.5 5.5 11966 6E5 55 0 5066 X BI-PA55 5'-0"x 6`10 1/4'
T r T 5/4 5-5 5/5'.2'-H fit' 16 qrbl .4 -- 7-70—bb 7 97PA55 A40"X 6-10 IMP L I I
U EYE E3648 3'-0 112"x4`1 1/1614 14 10.54 A 10 b X LOUVERED BL-FOLD 2'-1'X 6'-q 5/8'
v FX 4040 46-0 1/2'.44-0 1/2'4 1613 12.54 .4 11 16010 x OVERLEAP
FX 3420 3-4 11:2".2-O$/2'h &S 4,62 2 20bb X DI-FOLD 2'-I'X 15/5'
X FX . _L_
ID22 2'-b 112"x 14 10 1/2' 5.1 FsP4 13 2668 X EII-FOLD 2'-T X 15/6'
Y 5H 2450 2'-4 1/2"x5p-O 112" ®r 23x255 4,1 bob 55 461 A 30bb X 61-FOLD 3P-L X 6'-q 516'
Z I FX 2020 2-0 1/2',2'-0 112" 4.2 -- -- 2.51 A - 15 166EI x 6 PANEL MASONITE I'- X6-10112"
$6
AA SH 2646-2 5'-O'x 4'-6 112P 22.1 25,,225 39 16,15, 935 .e, 0 .E
2-206b X b PANEL MA50NITE 4'-2'X b'-10 112"
56w4 /20x4i"r4 IZ� 14 6b 35x2l. . . . ,5 52 112� 55 52 11 qobb x I FRENCHSILVER q'-O 1/4"X W-8 5/b' 54 35
AB SH 3444 o
f.
AG GT 310 51-0 112"x!4-8 qllb" 562 2641 Y. 2 V =3
lb 2bbb -10 3/8"X �q 3/4' R
AD CT 4/0 4•-1 5/bl�x2p-3 AS" C3 0 s
AE 5H 5460-2 bd-blox&'-O 1/2" -:z—Z.Z-5,15 lq 2b6N x FULL&LA5S, 2`10 3Y8'X 6'-q 314_=q :35403 35x51.5 lrl 52.2 15.4 _20 2865 x 6P-qO MIN.FIRE RATED 2p-q-X 6 b 3/4' Al .24
AF 5H 2b60-2 i 5'-4"x 6'-0 1/2" 322 21I<3145 5.1 24,64 35 llrb -21 5065 X FRENCH SLIDER 5`0 fi/4'X b'-b 5/8m 33 35
A,, IH 2060 2'-0 /2P'x 6'-0 1/2" 1203 111.5145 4.2 11,48 35 1 4.2 22 4068 -
AH EYE E3636 5'-0 1/2".3-71 1/16" it 5/�,
AJ FX 1020 4'-0 1120'.2'-0 112' A 23 28bb X C,PANEL MA50141TE 7-10"X 6`10 IT-
b.5 5r(I-1 A 1 24 bObb -.-2-
AK FX 2S,20 2'-P 1120x 2'-0 112" 595 —-_2�_ EljwFOLD bi�im x V�q yl/W
25 SONS X FRENCH 51,11W, b'-D'X 6-b 51b' 40
AL FX 5020 5-0 1/2",2'-0 12" 1095 7-27— 26 2bbb X POGKET 15-1 3/4'X T-0 112'— - -3_5
AM EYE E5524 4P-D',,.2'-N 3/4" 7-11 -27 colo OVERHEAD X POR T
V-1 3/4"X T-0 1/2'
AN FX 5516 5'-5 1/4"�1'-6 112' 7, 28 306b
AP EYE E5024 3pmCl 112"x21 11W 1,51 2q 3068 X b PANEL AA50NfTE 3-2'X 60-10 112' �
AID 511 3250 34
-2 1/2p',,5'-O 1/2' 161,15 53,,25,5 5964 12A3 r35 5.84 -30-175—bb x OVERHEAD qL-01 x 61-8 5/ell
AIR SH 5250-2 5'-4`.5'-0 112" 51 q5 33�255 5.54 24,86 35 Ur65 31 5010
x OVERHEAD
AS 5H I 2856 1 2-b /2",,5-6 112" 1500 2-1.25.5 5.54 11450 1.35 5934 32 2268 X 6 PANEL MASONITE 2'-4'X&'-[0 112'
AT 5H 2e'56-2 5'-4-.50-b 112 i4 0
2156 71,2b.5 5.54 22,P 1.35 106b6 _23 12811RC!R1214 X STEEL/FULL 6LA55 (,ko/4PX14410 51biO
A AV 5H 3060 7-10 318",W-1 31b' _2
POCKET 4-q 3/4'�-1�0 112"
36 2-206& x DIVIDED LIGHT 4-2 R"ll X bl L_UPL
_27 2 16xblb f,PANEL HA50NJTE 30-2 112" - �
So PC51281lPG(,1214 X SLIDER W TRAH501H I 6P-0Px-F-Ij 3/8' 41 35
_2q 2-20&5 Y, DIVIDED LITE '-10 112' - -
LL-
0
2005 C-QElF UPDATES, mm
5.1 5 F.of Egress required on 2nd Flo-of h.bit.blo rooms 4%V-1 required in any hob,k,blo morn
5r0 5rF.of Egress loqw-al on Isit floor of h.b,toblo I--, b%Daylight re I&NO h ory lobitoLlo room ly`A
0
NE IQ
ii Sig-d by;34MI-1,
U.- 2/04/03
WD-1