2003-939 (2) FIRE�
SMOKE DETECTORS ARE REQUIRED IN BEDROOMS, LINE
ADJACENT TO B 5DROOMS,ANI3 ON EAGI 1 FLOOR LEVEL NOTICE
P
INCLUDING
1 11 40'-2- KRAFT APER IN
I�ELLA
DETECTORS SHAlt-BE ON ALL' RNE
ALL SMOKE DE TECTORS MUST BE BATTERY BACKUP BUILD, 03 - 939
NIG
CTOUR,REO P F DI F T I RE OUTSI
DE
CARBON M& J 3ID REVIEWED BY EIVED
DEE DETAIL ON
O iv 35-WIN SHEET NOV 0 7 2003
FOR FDN J06
OVERSIZED
135"T
o HIN
j5.p Ij
�E55 ——————————— [AIKI Ac
LFEEi 4E BURY
DOOR I
WALL(dD00 v 8*x 16,cow. W)C DE LVIM
IRR 5 L
'URI
C DE
C(25oo P�,Ij CE R
OZ.F00TW,
pf� r UN-FINISHED L
Tol, I I
C A __TT ---- 4-3ooO CONc
LONGREtE ELL R 049�
111�IFN'HED MP
D000_I ___
pa SLAB
N�-_IN_GRANULAR
N A.�,Ll ol IN EorroM.L�_, EIPOO PP p
6RANEL 4-
3`wTBN 5W2 ln�4D 09 1q. E
SLAB
PLL
Sm PKT Db. w1W`1ATE Top I
`Nlc� wnOM.
vloal'a SLAD
E
;_�W�"T
T'.EmN EAm
—.7 2
z'7 v
)qT
✓
L a5A, 4�,3'6 SR t31-2e4 POSTS T--- i 5 -".--.__3
T I I t Z a-.
M v Noe9. F6 I
KH
—CONT HANDRAIL
94 I,1�5 4'. 12 11 1 -.lo.TN. m.
A9v o' 5EM 17, M
OVERSIZED j AliHILKElED SLAB D,l, N
35w WIN 4dT"�SLAB
bl' Rl� 1 13fib.E&
Iu 1.�l I/b.mob� DELON F�e
�poo
o ENpose.To G 34"HANDRAIL
5
lb.
j ABV� .2-
49:BELOW FEE W,
F5 25 INSUL TO 10AF-
2"r--————— :o*ALL 5 BE-
TTLD BEAM POCKETS I I WIN
D,,�T INT 4
��KN __ _ 1 0
1 11 � 122 ------
3E� SLOPE I —————————--- 15 opx
nlo
551-lT IN �b JN=ED
GFI
p.
�N Fil-L�/NIAMIAF
ry 4'4000 P51 CON
9 01w
L
GARA�E UN-EXCA ATED
4'4000 PS[GONGIRETE
P6
G
ILL I
GRAN pi ON 4 IN
L
CONL 4" 0
I F-7
0 PARtt WALL ONLY
GONG 4^
L—— ————————— —j I IT6
HOLD DOWN TOPOF WALL I I SEE DETAIL ON
;� T -11
o`E�_SLAB
PA
ON JOG I
L
OTICE
R'-D 7 76T-5
LATION MUST 0�CU OVERPOUR SLAB
FOAM INSU Design by.jE8
BY A 15 M INUTE Tama 22'-2" 4-
Dole: ID/31/03
4 W-
'--,,3 WAVERLY PLACE 5 WAVERLY PLACE
A-1
SHEET NO.
FOUNDATION NOTES:
I. THE ALLOWABLE SOIL BEAR114G CAPACITY USED FOR
DESIGN PURPOSES 15 2000 PEF
2 CONCRETE STRENGTH AND REINFORCEMENT PER ACI
CODES
3 REINFORCING STEEL TO BE Fy-60 KSI
4 FOUNDATION MINIMUM 413" DEPTH TO BOTTOM OF
FOOTING FROM FINISH GRADE
5 SUMP PIT TO BE FIELD LOCATED DEPENDING ON GRADE
A. CONNECT FOUNDATION DRAIN TO SUMP PIT
B.
SUMP PIT TO STORM SEWER TO BE CONNECTED
PER TOWN CODE
6. FOUNDATION DRAINS SHALL BE LOCATED ON BOTH
w 1w v INSIDE AND OUTSIDE OF FOOTING AND CONNECTED TO -—-------
SUMP PIT AT BASEMENT CONDITION
7. SEWER MAIN AND WATER METER TO BE FIELD LOCATED 0
8. PROVIDE KEYWAY BETWEEN FOOTING AND FOUNDATION
OR 12"#4 DOWELS @ 36"O.C.
Cl. PROVIDE 2 EA. #4 RE-BARS AT FOOTINGS PER SITE
CONDITIONS
10. WINDOW WELL SIZE AND DEPTH TO BE DETERMINED IN
FIELD A5 REQUIRED
11. 3" DIA TAPCO MONOP05T 11q.STEEL PIPE COLUMNS BY
AKRON PRODUCTS CO.'OR EQUAL, FASTEN WITH El
CONCRETE FASTENER PER POST
12. FASTEN STEEL POSTS TO V400D BEANS WITH 2 1bd
PLAN NAILS PER POST, TACK WELD STEEL POSTS TO STEEL ELc
BEAMS
EA�S
/2 ANCHOR BOLTS 6' INTO WALL EVERY 6' AND 12" TET
FROM CORNERS AND OPENINGS (MIN,
E
2/PLATE) E7E
14. INSTALL FS-25 INSULATION TO 48" BELOW FIN GRADE AT
PERIMETER
METER OF CELLAR EXPOSED TO COLD z
15. LOCAT ON OF FURNACE AND HOT WATER HEATER IS
SECTION APPROXIMATE
16. FOUNDATION DRAINAGE REQUIRED ON ALL FOUNDATIONS
IN HIGH GROUND WATER AREA'S:
FOUNDATION JOG DETAIL A. GRAVEL MUST BE 12 BEYOND EXTERIOR OF
no sw�e FOUNDATION B.
GRAVEL MU51 BE 6"ABOVE TOP OF FOOTING
MIL. POLY REQUIRED UNDER SLAB E
17. PR�OVIDE BITUMINOUS TAR DAMP PROOFING PER NYS 2 2
CODE, MUST BE DRY FOR INSPECTION
15. IF FOUNDATION 15 BELOW HIGH GROUNDWATER
WATERPROOF IN THE
FOLLOWING MANNER:
2 PLY HOT MOPPED FELT
6NIL PVC MEMBRANE
55 POUND ROLLED ROOFING
40 NIL POLYMER-MODIFIED ASPHALT
I'l GRADE MUST SLOPE 6' IN THE FIRST 10' FROM
FOUNDATION
20, WATERPROOF FOUNDATIONS WITH '50N05HIELD HLM 5000"
LIQ
UID
D COL-D-APLLIED ELA50METRIC WATERPROOFING MEMBRANE Q)0
SYSTEM (45-55-it DRY THICKNESS)
ELECTRICAL SYMBOLS
eRRm rALIT Nrcapro,OLNLET
�) 0.
M MMATM '_y-."6,o
mawEp
W�L
-IRE W/PU1.CHAN
IaWAT W&L 6A5 ITER
�PORGII SLAB 9�lff NPATION II TP. P lte.i,d b,lE8
WALL RETAIL La,l I.Ler.
A-la
SHEET NO,
LEGEND
(R) SMOKE DETECTOR 0 WINDOW r.ALLOU
PLANT LEDGE @ DOOR CALLCUT
CARBON MONOXIDE DETECTOR
3' 6'9 WOOD COLUMN
SEE SHEET N-1 FOR GENERAL NOTES
OPTIONAL WALK-OUT BAY
. . . . . . . . . .
COLUMN @ LIV./D]N.
mxFoRm
M"5fff5 To 6RCz AS 9
ARCHED CEILINC—, • V--w am Ni
OPT.0 OPT X OP O-T06
RETREA rfw�
MASTER 17 —5 T
CARPETT
�FE-T H.
CARPET Hr. -1 V-1�6wa v I 'FLr hT
PREF4 JC'FLAT W FLTH � � zMP 2,-"
FIREPLACE
MASTER
O'FLAT BEDROOM 2 BEDROOM 6p o v It r�6mwr"Z I
05wp _"T�
'Llin'LIVING CARPERP� 7
Y C4RPEU
kLTw-7MZ
V-4 4-
3
5. .0. G)
OPT J�IAL
WALK- w-
L
P�II DINING 3'.80"S.R. 0
AT I IV
> CAPPIT IVIT
>
MASTER RETREAT opTION 6"T a 0
cagKvxl nuA2nL Q 5!HAT
®a'IF
G
LIN
r
L MASTER
51F AT BATH
e;"T
I W.I.C. HD 5
O 0
VINYL Q)
L�ASTER LLINI c I W"T �V FOYER 141 4b"5HNR
BATH
OPT.
" AV, 5/4'� (D
VIN, 0 Cffv WAI6' "T ...1zs INE)
VALID 6am
TO W ftAr
V RAT To To a.Dar'14.
HER SHE
ENTRY 2.CAR GARAGE UZ�BREAK now
24 R&FT.
N. TILED 112 WALL W/TEMP.GLA55 PANE
5EE DETAIL TH15 5HEET
p
NT�W*RD cl�
(ZLIJ_ 5/r TYr Y&WP all olm�
LU=Y RATH opnoN 0 WA�Ca*M To UVt6"
/2'W.W.COVER &Aftf•�ROMN6 6�
WAL6"MR CUM, &L
6RND To WAN
WINDOW EGRESS AND VEN11LATION DATA CC 5/4 h,RAIILP /AKO
ALL WINDOWS MEET 20 h(W)x 24'(H)req*a to
1 Sq.'T.REQp D�liqby:JG0
�q FT F�iprp EGRESS
VENT oA L&lr VEW PPOVIGED
15B D.-8/20/03
p'--tt
(-,)FMEPLACE CHAR DETAIL
AT-�OFr. �CA5FIR== 60NP. _4"
A-2
SHEET NO.
LEGEND
SMOKE DETECTOR O WINDOW CALLOUT
PLANT LEDGE @ DOOR CALLOUT
GARSON MONOXIDE DETECTOR
SEE SHEET N-1 FOR GENERAL NOTES
EE
TTy
Fds
71
II II r'11
E
BEDROOM#3 E
(OPTIONAL)
ry
-4:
0 nE
LIVING
E
Cf-) P 2
r ox 6APPM(A PU3,
BAN 4
TLJ--i I TREADS @fr-ll ,
NIT� ArLL T LOFT >
OrT.
R.-W AT V fff, I FATR
of M w
qF 747 1.10
L FOYER
KITCHEN BELOW N,ED
BELOW
OPT.PWDJSTORA E g_y51/2
0
4 1- 7 r777-j
---------------
-71- --j
WINDOW EGRESS AND VENTILATION DATA Designed by GAldh,k
ALL VANDOWS MEET 20 h(M x 24(H)rwb,e t.
Date: 1/21/03
r -FR;��(SQFr)
VEM'�qm q ff,REV 5Q FT PR��P
PA� PA�la�r
lzA
Ped....fl IP9% flo TOSS I2A lu A-3
SHEET NO.
TYPICAL ROOF A55EMBLT:
'W flUFa-AS RiIWAES 1/2"WAI'FRW06P ROOF 6tlEATHIN6
15#NA-p1w,MT w/Ll-6LIFS,AT 2A' ?I,,
vz& OW-2f VE UrERM WALL 9 rAVgAWfEEA AID ALL VAJI-Y5
1/2"Al'A RAT®055,6t&THIN3 WM aJPS 9 24"04.
NYS CERTIFIEP R06r TRESE5 @?A"Ob,
R-30 KRAFT FATED"KEF IN5(LATIN 12 6
2-0'
2_ROWS ICE AND WATER BARRIER- - 9 1'NY6 APPROEP TRL6X66y
2'0"INSIDE EXTERIOR WALL(TY, '06(FYP)
la-I 116'RATE
TYPICAL EXT.WALL ASSEMBLY: ............... 6-1 1/5 RATE"r
H6RVM&MY,SPINS ELE,7A 7.
INFILTRATION BARRIER V-O*
J1W,APA RATED
0515.WALL`.i2AThwl
2xA 5U WAU-0 16'0/. -2-
-�11V WJ GATT LArION MASTER EWROO GARAGE
P6LY!Tft�V15, d-d � MASTER BATH
-I/V6YP5LM WARP .N A M g,�
4-10 I1V'ERTE .9ffE 6am7&-l:) ratVATM g,�
-- E CARRY BEARS PER BAN -1-LY5 GRACE
tl-tVAI M
-66UJvIP6 PER PLAN F5-15 R-11 Net"TION TO
2.6 N0.1 6YP P.T.SILL PLATE
AN,XlQRE)INrO f6UVATa4 WALL CELLAR EXTEW AS"DELOW'IN.ORAPE
W/1/,2,Sam"HOR D6LT5 @ 6-0,06.
wTpps,r NTO WALL FYPZA-) 4"CMK-RETE�i-A�7 FlITLIMINar,PAMPR06rIN&,rYP
1/6'IMMg
E3UlLr:>lNc5 SECTION
PERF6RATV FOOTING DRAW
PROVV rC KEY
WAY BETWEEN IN 6raE XP AFqW ENFIRE
FOOTING MID`OLWArlO�,ORPERNETER 6f fOOriwl.6ZIlf6T
V'-V POA16 AT 36 Z. TO fRw PIT
TYPICAL ROOF A55EME3LY: RVCz VENT
2wh Kla FJVP,6"6 M-f*LE5
ftuwl FELT
VE&WATER SHED M0MWqE-24'IN61PF I APA RATED 0515 ROCF S-UT111W,
0 EAVES AUAE LEATEP FACE ANP AlVAMIOR WALL NY5 APPR0,El TRL)55FS M-af'6 AT M 1 0,5, F�a(1)
1/2"APA RATED 05.15.!XEATHm wM ap,0 2A"0!,, Q)0
TRL65 SjFbRr aq Top 3
NY6.CERTIFU ROOF TRL65ES 9 U'O(, 2xb 5U WALLS TO SORT IT WALL AS SIM
—TRLrE5 ADoE
R-V KRAT FACED ftMEL N9,LATM (v
12 fRAMJW5 FOR OPTMAL rT
0- — -2 OVER fRAMKO PFR RAN
L_�5A1H(POLT0) 6
1 2 RON5 VIE MD WATER PARRER MJW EXTERIOR WALL(TYP.) 'M OATH(DAMM)
T ,,R vsi-6 @ 6pP
BCFATKTJAMX ARE j rLo
INSTALLED 6Arfl PER RAN
la-I lLb,RAMIT. R
'A
IA.WA,d NALS
3/sTLp
BEDROOM#2
7
-W.
BATH m GARAGE 79
I/X'05D 4A - WIN,R-1I —4ONSL TO DE U4
AT RIM 016"0(,W/I LAYER 5/6'
TYPE Y 6YP WARP
ELEVATION FLOOR Jd5i5 PER PLAN
4-10 Vf�am ``-GABBY MAMS PER PLAN 6aazT--A) ION
—6aimm,PER PLAN Nvlr�by. G.Modick
2.6 N91 SYP PT 511 PLATE f5-25 R-11 INS"TION TO
9MREP INTO F61MATON WALL RAPE Dt. 6-1-03
W/1/2,STEEL mam P6LLS @ I CELLAR DMV AF MLON FIN C
EMUNEP 7'INFO WALL"Lk)
4"OOCREiEA BINMIRg6 PMIPRO&INS,TYP
4-5 1/5'lk ---s-
OUILE;)IN& 5F=0Tl0N_m A-4A
ll�,-I) SHEET NO.
TJ1 ROOF A55EMBLY:
2W#'Ki7 I'MR&LA6 SHWALI 22--3
r e,#ftm.2" FELT
ICE&WAWNTEUPNPEW 24'11,61PE DIERIOR WALL 12 EAV
ES
Al
MSI vxifys G HYS ADD TRL55r6 1/2!'APA RATED 06f5 5HEATMINE,
I/r APA RATED 19-5t,SWAT11W,WM CLIPS @ 2A"OV 0 r",ob, wM-CLIPS AT 24"0L1
TA RAFTERS 0 U"04 PER PLAN
R-30 KW FATED P940 lWtUTION Z PLY M16RaW HEALER WATR f6R WWOW
2-0- PER FLAN OPENNe,
2 ROWS ICE AND HATER BARRIER 45 DEVOff I-EX-ER FASTDO Maoiw WApER PER R-m
TO WAVIT W/W NAL5 CANTLEVOU WO K[rCMN
2'-0"IN51DE EXTERIOR HALL TYP,) TO 6.ffORT WALL ADM
[a-7 IL5,RATE
L
.17A 10J LOFT
7YPIGAL EXT,WALL A55EMBLY: 2
2.0 br-I
ONIV
Z. b PLATE
E HT
-hOREM&VINYL SIDING eEE KqVRA � T �A
- INFILTRATION BARRIER RE
E9AfP K" O-7/11-APA RATED 0 5P WA-L aEATHN, LI ARI-2x6 511V WA-L 0 16"Ot. LIVIN6 ROOM
-5-1/2!GATT IWU-A71ON
-4 MIL P6-YErHRE`E VJ5.-1V&YFSLM WARP FIRST NOR
.All
4-10 116'ORAPE 4-teizE&RAVE A
20 1,10.2 5Y?P.T.5LL RATE
AW,H6RW INTO fafflArm WALL
W/g-6-ta DaT5®0-a'06. CELLAR
ERN! D T Nro
-v-fi Ile IR: g WN
4"F�NMATEP WW PRAN 6
PRO�RE 2!',,A'KF"`AY
FOOTING MD FatIATn1IN Ni am CEP ARaffl ENTIRE
W'-#4 PONE-6 AT V PERIIETER OF FOOrtif,6atE(T
To 5tw PIT
E3U1L1.>1N(5 sr=c:.TiON
cq
Z cq
TJ1 ROOF A55EMBLY:
wz
U
15#NIJ11,10 FELT
&WATER SNE-P 1ANKAW-U"Al Dalry'a WALL
EAVES AW,?E WA
SPAVE AW Al VAI.EY5
12'APA RATED OC HW 0Z, 12
,jb�9�EAT ,WM CUP6 @?A
Td RAFTER5 @ 24'06 PER PILM
R-W KRAFT FAaP XAVI(Er W-U-ArM U6 5u WALL ftLr bw 0)
— 15'-5;' , 1 6 (2)Utv,(WROM TPU7 MY, T 41EA
FA(E a�WALL TO ME 0 TO ALM WffH POTN No
6F TRLsA)
2�O&R rmw,PEP,'I'm VAJ-TEP Tn)S�ES 20 511V WALL a4
01fR Kfr6WN AREA -Ull WAVER
2'
2 RO"5 ICE AND WATER BARRIER 2'-0"11451DE EXTERIOR WALL(TTP j
PaPf 2x12 TO 6,PFORT
WILL ACNE
E L
WA j 0
WAVER PER FLAN
-i 12y1,FLAT,1,,111
—
OvER PA5—TWVN R-w PO&LE 2,,�5(MYONP)MER
POU'U 20!6 TO kM WIT11 Nm�Xk��j
11 wIT;m am bF TRIM Im
7 KITCHEN 7
m 7 7
I'M
VININ6 5PEAYr-A5T m mb
FOYER
KOLA WAT TOOR 015r6 PER PLAN
4-10/f•ORANE CARRY MWS PER FLAN sw. 1/rolw
20 N002.5'YP PT 5LL PIATE PER'L, Dkfi b), G,M.&&
RVIOREP INTO r6-25 R-11 IWX-ATI,'N 7-0 FRAMING SECTION FOYER
W/1/21,'m 6- 0/, CELLAR ElTENP 4�ffLOK FIN,GRADE
-YP
tmft�vpw T INTO 4-CONCRETESIA INTINNar PM1PROMM,If
Y
———
L
BUILDING S)=GTION
A-0
SHEET NO.
11
RATE HEICa lT
ll Bv,H„ — -_— --- -
— -------- -- —
Ix4 CEDAR TRIM -
r
._. _.
FLD � HEEL ttT. g
--r r er r r a
NEAL7=R tIE16M �Ir IALI WALtCgJf 6AY Y""'('x"�'w 1 IdAYi IF+i�111h++im++q0 P.A7"E HEICtfT ..
Ir�Pll I19'�TL
�4
aaoJ1
In nl IrkIl FIRST BOOR ILJ LJI ILJI FIRST FLOOR
L--J F_A tiEIC�l17 �L{
5TEP5 PER SITE n OC.NDITION ( Z CEDAR W�PED COLUMNS - o
10� SET; g
REAR ELEVATION
TOP bF O
C----------- -------------- - --- =---1 FRONT ELEVATION s€;
- a
OPTIONAL N/A.KOff PAY
6 12 N
12 � .0
,w
5-
' tP/mRs
HEEL HT. WTIGNAL wAucolr
KATf HEI r PAY wlNoow�- -
L�I-+1+-li ---- --- —I
-�--- --- rL- ,
OPT.WINDOW C_Ir - - I_] 1
con
5'TO 7'iOFA �I p'OH. /,�/y—y{.T�rr-�J�/
E 11. �FI I���j I I���'I :• W Fxrratae wxT.
FIRST FLOOR FLOOR Il II V+•wasYaWwC
ILJ I
_ gitrj TUC-i'b PP&vice Scale: 0"
( I q' fJesigned by:JER
PASEMENT FLOGR1o/lo/O3
-- ----- ------------"--------�' BUILT-IN OVER FIREPLACE DETAIL
LEFT SIDE ELEVATION s/e^=r-o A-5
SHEET NO.
pCL.RIM W/t1ANCERS®WIND4AW6 PM..RIM W/NANCERS®WINDONS
NOTE: OVERHANG TREATED SILL PLATES 1/2' FIRE STOPPING REQUIREMENTS: _
BEYOND FND.WALL ALLOW FOR FURRING OPT.GARDEN-LEVEL A. FIBERGLASS INSULATION MAY BE USED IF IT FILLS THE WIDTH OF °
AND SIDING®END WALL AREA(REAR GABLE SIDE WALLS) THE CAVITY AND E%TENDS A MINIMUM OF IC FROM THE TOP OR JOIST AND BEAM LIST q
®OFT.GARDEN
N LEVEL BASEMENT BOTTOM PLATE Plot Unit H of NPt
B. ALL PENETRATIONS MUST BE STUFFED OR SEALED,FIBERGLASS ID Length INSULATION 15 ALLOWED h Product Qty Plies Rty
C. FIRE STOPPING REOU)RED 10'VERTICALLY AND HORIZONTALLY JI 36' 1( 7/B' TJ[/Pro-130TS joist 6 I 6
�1 I J2 35' Ii 7/8' TJI/Pro-130TS Joist 6 1 6
I6' z �a'-e"� r 6'-s1J•� a'�-rah"� J3 34' 11 7/ggB' TJl/Pro-130TS Joist 2 1 2 - -
A2 ,75' A2 A A2 JO 32' 11 7/8' TJI/Pro-130TS Joist 21 1 21
p2 1.75' 1.JS' 1.75' — 1.75' J6 30' 11 7/8' 7JI/Pro-130TS Joist 2 I 2
J7 29' 11 7/8' TJ]/Pro-130TS Joist 1 1 1
115' _ - —Z� A2 J8 28' I1 7/8' TJI/Pro-130TS Joist 1 1 I
(,75 J9 22' II 7/8' TJI/Pro-130TS Joist 8 1 8
Jt0 22' 1t 7/8' TJI/Pro-130TS Joist 10 1 10
1 / J11 19' 11 7/8' TJI/Pro-130TS Joist I I I
J12 14' 11 7/8' TJI/Pro-130TS
. Joist 1 I 1 t
7/8' TJJI//Pro-13300TS t 2 2
/8 Joist17 32' JJ14 10 I 7 1 1 1
6' J15 7/8' TJI/Pro-130TS joist 2 1 2
J16 4 137/8' TJI/Pro-13OTSM oist
Ol: MI 1 1 /4' x 9 1/2 .9E ,crotloN LVL 1 2 2
12, 1 33/44' 9 1/2' 1.9E icroam LVL 1 2 2
G1, �z-1 aE=oE
-
17/81.9MronV 1 33 SEoM4M 241' 1 %' x 1 ' E Micro[[
LVL
E s
MS 1 /4' x I1 7/8' 1.9E Micro
I I I IJill Itch LVL 1 1 1
HANGER LIST Simpson E
Strong-Tie Company, Inc i
Plot
O
J9 I 16 ID Qty Product Labe Top Nails Face Nails Member NalsNoes tt °o
I•J BI I M. Ill
I (3 I I I I I I I _ LEVEL NOTES
4 IUSI.81/11.88 8-N10 (1)(5 _
H2 IUS I.61/I1.88 8-I0d (UCS> File Name: woodruff.JOB
3 J2 m�I' I II I I I I II I I
Level Name FIRST FLOOR a �•� =>o E ab
Jf Hnerdtes 5 U1) InNoates ote+ /24/01 13�42 S
5) Backer Blocks Required °Design Date: 5/24/01 13:34I II SYMBOL LEGEND Drawing Scale: 1/8' = 1 as
14tL75' Job Status° J Tit Joist Type E
=o
Foundation.....Foundation
FIRST FLOOR.,..Plotted _
It I b M Rectangular Product Type SECONDIFLOORR....Read to Plot
\\ — Bearing Wall Y
5/23/01 16:58
4 M — H2 I o' M I REQUIRED BEARING LENGTHS o Beam
NOTE: Level design times indlcnted abay.
1 H1 3' Bearing X Column(CBO) provide assurance for proper level
Bi I—I HI I'I IJl4 I I ( I I I I Wa IIng k Label Length stackgingt.mUpper levels must have ear lie
1 n 1 M5(67) 12 6• H Hanger Type design t es.
m I Hanger Symbol Design Methodology: ASD
h5 I 2U M3(26) 5.59' Pc Parallel Closure Type FloorArea Loading Is:
�, 40 psf Live Lond 'b N
V M3(26) 7,71, Bk Blocking Type 1
2 psf Beod Lood •�
• t Extra Blocking Mnximum Joist Deflection: pa )
JIO 4� MI(117) 5.31' (Lineol board length for pone is L/480 Live Lond
J 0 different From the O.C. spnu ng) L/240 Total Load
A2 p2 Headers not listed requir Rn Rim Type TJ-Pro Rating Information:
_. °V- 1.75' 1.5' aF bearing length. Weighted Average: 53
L2 I.75' �y Point Load Lowest Rating: 46
A Su art widths provide Highest Ratingg: 71
i 1.7 adequate bearing for — line Load Glued&Nailed Decking is Assumed
products not listed. Direct ApP lied Ceit;ng 's Assumed
Area Load Floor Decking: 23/32' OSB I�
Q Detail Cnllout Label Normal O.C. Spacing 16'x �
m (See Builder's Guide or Pocket Guide Default Wall n Width: 8'x
_ Bearing Width Label Standard Rim: Rml-
fl Joist Layout Symbol Standard Blocking: Bkl■
\� Q Level Warning TJ-Xpert 6,11 (11675) A
O Wall Header/Bearing Width Warning C6.II ➢6.11 56,11 P6.11
———— wUnless noted otherwise
ACCESSORIES LIST
Plot Unit N of Net
Ir-a I—S-a•e 16'-a --I—s-y�" I ID Length Product Rty Plies Qty scale:1/8-.f-o'
�.. ___
Bbl 1' 11 or 3/4' Backer Blacks 8 1 8 Dealgned by G.Medld
Pc 33' II 7/8' TJI/Pro-130TS joist i 1 1
————————-= Pc2 25' 11 7/B' TJI/Pro-130TS Joist i 1 1 Date: 1/20/03
Pc3 20' 11 7/8' TJ1/Pro-130TS Dist 1 1 1
Pc4 9' 11 7/8' TJI'Pro-130TS 3oist
Pb 3' 11 7/8' TJI/Pro-130TS Joist 1 I 1
Eb 5' 6 1/B'(i 7/8' TJI/Pro-130TS Blocking Panels 1 I 1
FIRST FLOOR FRAMING PLAN BI I' 2 I/4'11 7/8' 7JI/Pro-130TS blocking Panels 10 10
Rml 87' 11 7/8' TJI/Pro-BUTS I 1 1
Shl 4' x 8' 23/32' OSB 49 1 49 A-7
SHEET NO.
ZX6 MEADERS AT OMCNAL
MY WINP6W
2x6 RAFTER TAILS AT 24'01, ACCESSORIES LIST
AT OF'rIONAL WALK-ar MY
JOIST AND BEAM LIST Plot On t #of Net
ID Length Product 0 ty Plies oty
P Unit of Net
Plot
2 ID Product aty Plies Oty pp,1 13, TJ/'ro-!"T' '�:t
— 9 a 1112 TJI/Ir. ITS joist
1
J7 17' 11 7/8' TJI/Pro-130 joist 9 1 PC2 9
Poll 10, 1 3/4' x 9 1/2' LSE'llicrollon LIT 1 2 2 IRE 3 9 1112: T,11/Pr,- ITS oj�stl I I I
7 /Pro_11 J.
4 8 9 2 30TS I I I I
/ or 3/ Backer Blocks 20 1 20
9 1 4�rB I
OPTIONAL WALK-OUT BAYS M4 111 1 3/4' x 9 112' 1,9E Micro=Lam LVL 1 2 2 RD 1 3 1�2 T / a-30TS I
m Shl 4 8'23/32' OSB 10 1 10
eQU 2.H51A ATTF) JOIST AND BEAM LIST
Hid—I 11- T
(7)-2xe AT F�Z STOPPING REQUIREMENTS: Plot Unit 9 of Net
'y
EE
JI 13� 9 112' TJI/Pro-130TS joist 4 1 4
PLACE 6PEN A, -13..1 MAY E USED I'U FILLS.1 WIDTH.1 ID Length Product oty Piles "4 z
THE CAVRY AND EXTENDS A MINIMUM OF 16"FROM THE TOP OF J2 12 1 112' T1]//Rr,-111TS�o tt 11 ;T 4
J ro 30TS .1, E"
U? Ix Bono.PLATE J3 Il' 9 1/2' T I �ZD
3, ALL PENETRATIONS MUST 8E STUFFED OR SEALED,FIBERGLASS 114 7 1 3/4' x 9 112' L 9E icroltam_VL
INSULATION IS ALLOWED I
(T P.),F X C.
FIRE STOPPING REQUIRED 10*VERTICALLY AND HORIZONTALLY J5 4' 9 112' TJ1/,Pro-13OTS J'o 4 41 ro 30TS Joist
L 1 3' 9 112' TJ/ t 1 1
JI MI 16' 3/4 x 11,72/�',,I, TO " V' 2
t 4� X I Micro
4� M' ': i '/ N�ErZo."LLVI_ 1 2 2
LC '3 4 1 /4' .99 1112' 1,9E M;cro(lan LVL 1 2 2
uNceRFrzAne No LEVEL NOTES
HANGER LIST Simpson Strong-Tie Company, Inc.? File Na— woodruff.JOB
7 L,ve I N me SECOND FLOORPlot Plot Date: 5/24/01 14�43IS Qty Product Lobe[Top NoiIsFace NoiIsMember NoiIsNot-
Hl Design Date: 5/24/01 14143 L
11'U S'1:8,1 '9:'5 B:N!' (1)(5) Draliing Scale: 1/8' = I
H2 0 (1)
571 cr�
/12: H3 IITT9.5 4-NIO 2-NIO 2-NIO (1) Job Status:
Foundation.....Foundation I T
-
Hanger t"*
T77 hanger SE D FLOOR, Ready to Plot 1) ImdHmAte*S non-stocked FIRST FLOOR.,..Checked
Backer Blocks Require /CONO
1-1111 1N"-+H-H+H v , / M la J 5 24/1 14:43
14,36'
. . . . . . . . . . . _J '
Level
SYMBOL LEGEND NOTE times IndicatedI,a ,e
provide assurance for pro
per
level
e
J TJI Joist Type stacking, Upper levels must trove
a, design times.
A Rectangular Product Type Design Methodology: ASD
SHADED AREA PENOTES 2xI0 = Bearing Wall Floor Area Loading Is RAFTERS 40 psf Live L bp 0
AT 2A"0LAT O'ER SHELF = am 2 psf Dead Load
OPTIONA 15X CUT WINDOW e-2,49 MEAGER TG___H,U, X Column(CBO)
AND WALK-CUT BAY 6"IT16INC I I N'�.OQTT_Ts 75, Additional operator input (oads have
o",11(SEE 5EOT'Im•D been added
IT Hanger Type
M ois Election:
U Harger Symbol L'4810'LivJe _LdDe
Pc Parallel Closure Type L/'240
Total Load
Weighted Average: 4,1
Rating:
0 Point Load Lowestin,
w TO Fai_ON ANS_EU Highest Rating: 51
5E,55OT's'T` 7 Line Load Is
A,Rumed
(2) Is$10�T Rm Rim Type TJ-Pro Rating Informationr
wTTOH CHORD Ceiling 0.
'�!!cd Ceikl�ng ssuined DI!reEt'Ap
Area Load Floor Decking: 23/32' OSB
0 D'Se I teloNr't�t Label Normal O.C. Spacing= 16"
( e s Guide or Pocket Guid lB,,aG,t Walt/Beam Width: 3.5'x
— Bearing Width Label Standard Rim: R,I.
Joist Layout Symbol TJ-Xpert 6,11 (#675) A
0 Wa I l Header/Bearing W I dth Warn I mg C6.11 D6.11 S&11 P6.11
'I xUnless noted otherwise
(4)-2x6 mpRS SECOND FLOOR EQUIRED BEARING LENGTHS
S!1APEP AREA DENOTES 2.10 FRAMNG PIAN
RAFTERS AT 2,4� O.C.,AT SECOND FLOOR FRAMNG MAN
6VTIONAL mm-alf WIWOVV Bearing
AND WALK-OJT FsAY 6Z;NP1TMC- Wbrr,I mg#Labe( Length,
RED BEARING
NG
Bear I nW
ab , A
`r I:n�L Length
(D MI (20) 2.52' ).�iquy.JED
Headers
�r S t t listed"_reU
eaders not listed requi e D.W: 10/10/0 5
1.5' bearing length
Sup
tins provide
Ge
M ort widths 0 bearing
Or
PF eqU.te 'g for products
listed
not 'St e
A-8
SHEET NO.
t5AY JOIST AND BEAM LIST
AT BAY
----- --- --- plot Unit 4 of Net
D Length Product Qty fifes Oty
JI 7' 11 7/8' TJI/Pro-120 joist 9 1 9 6
of ME I I E -4: 11: 1 licl.L LIL 1 2 2
M4 17 3/ 6 9E Micro=Earl
11 2 2
GPr I'Ay pi
Ll
IJOfE _J
Ir-
E
6:12
TI M A,INA��J,o
Kee k o s'-
A�v�s
-mo
:12 5:12 ;"4
;Q-4
-A—sw fi!12
1 2 014
2 2
R14
RET/Ai?0 WERTER 12
w Oil
a,
. _ - � I I I I I I I I I �= 1 1 I I a Imo+ ��,-� -°E°a
ROOF PLAN 6 E
�-Q P
0 fl
6d NA 5TV
0
ua
v-cut sM1car bl,,ki,g
/T—Joist rim board
roll
simpson-6TAI5 st-p
with 2-Ild x 17-11s, Td Pl..ki.g
L.
7-il
R
15-1ed bearing 6 2.5 ledger HAT0EpRVrE5 W@24 VM ,EATleX..,,,
TO A-LOVY FOR PROPER VD011-AT(CN-2X5 RIPCE A!...I I.. no I� P W
P-I lam 9x
ri.b-t-d -in UNs�
isiu-
TO
-Tt,
20 s.k 1/8".1`0"
sY-PWA
HIGH END D.�il-d b,G.W,fi�k
4
ROOF FRAWNG PLAN )ate: 1/22/.3
A--9
SHEET NO.
Z-j' GYP.LINER PANEL
2" NER
TYP.P06F
TRJIF�, V-a,MIN V-a'MIN
CLOCKING
I"THERMAFI6F-R IN5N- AT TOP OR
—I"THERMArTfR IN'r-AT TOP OR 1/2"GAP @ SlEATHIN0 a 5117E5 TO PROVIDE SMOKE',TOP.
SIDES TO PROVIDE 531VO E STOP S-I"GYP.LINER PANEL ROOF SHEATHING
ROOF SHffArHlNry V'L)51,6-RUNNIER
TYR ROOF
TRUSS
1/2"fIRECOPE c'GYP PANEL6--+- IV AIR.SPACE
%OCKING
IF
R-V FIMRCLA5 ROOF TRI
ES 2:V—'175� rW%j�TOP
TJ FLOOR NSL. PROP TOP LINER OR GYP.LINER PANEL
ROOF T
CHORD
PANEL RE
TYR USE,2 HR.FIRE BARRIER
2)1"LAYERS -TYP.USE,2 IR.FIRE BARRIER
OF LISS,YCEYPSLM 1-11,1ER PANELS 1/2"FIRECOPE'C'GYPSUM PANELS E
12"ffIREcOPEC (IYP%N PANELS E
CUAP Of ACO 5TI(AL SEALANTk, 0 P0,.RFP CONCRETE
'
F--� Sal
@ EACH SIDE
orC_TRArK WALL 1/2"CYP w
W11"STEEL.
ROM I/VCYP,CA. x
DRIVEN AN61 ORS @ 74 OL, -WALL CLIPS
—CENTERLINE OF V'LINER
ALL".WALL:LIPS ATTACHED TO METAL
PANELS®PARTY WALL&
H-STUDS W/3/8-TYPE'S'SCREWS
CENTERLINE T FNP,WAJ-
E.
PARTY WALL @ FOUNDATION WALL FIREWALL @ ROOF FIRE WALL @ ROOF
VERTICAL
Tx-.q
Q)
0 CL
rn"o'.4 mo 1
(2)2U TREAT --------.-ISFIDERCLA-5 INSU-,
PLATES ON 6 2)(6 DOrrOM PLATE/2-SILL SEAL WALL PLATES(TOP&WrrCM) WALL PLATES(TOP&WTT
I/T RIGID 1115t)-ATICH WA WArERWOOP, 0 DE CONF,AND cur TO FIT
Wxf$"FORMED 60NO FTr, 112:, TO 15E 6ONT,AND CUT TO FT
L eflEATHINS, T
HORIZONTAL ALUAINLN FILL./I"R-MAX C=MLST MAICE FROM NTAIN FILL -MAX
/1.1 R,
51PINE,
1-
&RAPE LINE -------i 6 r-"
t
A"6ON6,FLAP
IL.1111,.I'll
x
Ep r.OVER METAL H-,,TLP,,
4'COMPACT WAF-110-
CAZANLLAR FILL 2"L6(l STEEL 5H
CHANNEL C-CHANNEL
I FIRE60PE V GYPSUM PANELS HORIZONTAL ALUMINUM /2-ripi,,,opE C!&YP5Cm PANELS
SPINS, TO COVER H-STILP5 TYP.
7A"x4W'FORMFE' I/z"oyp,W. LINER PANELS
rp"JT YVALL LF AN 1/2"GYP.CO.
2W�FEE 2 oL SCREWS 2ltPf
H Z4"
.j2( �jfRCACS 06 fjrfRCASl _ 06
(R 2X4 WOP STLPI IN (R-1
WOOD 6ru-,
ib"OL, 16'041 Designee b, JEO
Date: 9/2/03
FROST WALL FIREWALL @ EXT WALL FIREWALL @ EXT WALL D-1
HORIZONTAL OFFSET
SHEET NO.
DESIGN NOTES: HILAND/WAVERLY
I. LOADS USED FOR DE51GN PURPOSES ARE: FIREPLACE SIZES
A GROUND SNOW WAD OF 70 P5F NO MORE THAW 4'BETWEEN
B. WIND LOAD OF W MEN BALUSTERS OR HORIZONTAL 4' A' 2- FGASr KD.TNIETH R.O.THE,!(GHT ��500D R.O.-36 !�IDT R.O.FE16117`L
2 FLOOR AREA LOADING USED 15 tD PSF/LIVE AND 12 FEE DEAD LOAD AS RAILS.W SPHERE UNABLE VF5 a., c 1 1 41
. LISTED�FRAMING PLANS TO PASS THI OPENING) 4- rvFz3q 40'
S MEN YORK STATE ENERGY CODE;WILDING HAS BEEN DESIGNED AND —4-TYP. 5T-TRr 1 25"/44 W 1 57 1
ENTERED IN THE RES-04ECK SOFTWARE PROGIR,YM A PASSING
COlP JANCE FORM AND INSPECTORS CHECKL15T FORM MAE BEEN
SUBMITTED WITH THE PERMIT APPLICATION
SUMMERHILL-FIREPLACES
BALUSTERS 4'
TO P_r,
GENERAL NOTES: 0 LAVATOIII15
TUD
I. REFER TO FOUNDATION PLAN FOR COIL,FOUNDATION,DAMPROCIFING, FIREPLACE SIZES
DRAINAGE,i GRADING NOTES 0 MIN.CLEARANCE GASWIDTH R.O.H 1,5HI Woo R.O.WIDTH R.O.HI HC AND TUB R.O.R.0.�
2, SAFETY GLAZING(TEMPERED GILA55�TC BE PROVIDED AT; 6*SPHERE UNABLE TO 5L-550 331,
A. DIPOSED AREA OF AN INOIVICL L PANE GREATER THAN 4 SF NOTES: PA55 THROL*H OPENING 5L-150TR 4217— 41 1/2"
S. ECM7CM EDGE LESS THAN 15 INCHES ABOVE THE FLOOR REQUIRED 6UARP5 CANNOT CONSIST OF HORIZONTALHI
5L-q5OTFZ 411 42 11411 41 112"C. WE OR MORE WALKING SURFACES WITHIN 34'HORIZONTALLY OF THE GLAZING RAILS OR ANY ORNAMENTAL PATTERN THAT
D.
TOP EWE GREATER THAN ABOVE
'ABE THE FLCGE� CREATES LADDER EFFECT + 24'CLEARANCE IN FRONT 41 1/2"
E. GLAZING ADJOINING STAIRS WITHIN 60'OF BOTTOM TREAD OF SHOWER OPENING PIER-TPIG 23 1/4741
5. ALL EMERGENCY ESCAPE WINDOWS AND BEDROOM WINDOWS MUST HANDRAILS TO BE GONTINJOILE5 FOR FULL
MEET THE FOLLOWING DIMENSIONS: LENGTH OF 5TAGE5 TERMINATING AT HALL
CLEAR OPENING OF 5.7 SF ABOVE BELOW CRAGS OR NEWELL POST.HAND(RIP PORTION TO Wl,`301 MIN.
5 0 5F AT GRADE BE HIAP SHOWER UNIT OVERFRAMING TABLE
M KNJ2'MAX W 5MOOTH SURFACE
MINI
MUM
M HEIGHT OF 24- NO SHARP E06[5
MUM WIDTH OF 20' HORIZ.BRAN I EIZE15PArIN6 1 �17 QRAW I 5IZE15PACIW,
SEE ROOM CHART ON M-AN5 FOR GARAGE
4 ACTUAL EGRESS UP To IV-4' 16�I or, UP TO I'-b` 2,1,124
oN
HANDRAIL rl-"\ MIN FIXTURE CLEARANCES / 2 W-10' 2xb.I 4. PROVIDE 5/8'TYPE'X'GW5 ON SM SIDES OF COMMON WALLS OF PIT,ll�t RJO12 OF 6'
ATTACHED G�E AND REMINING GA"GE MALLS AND CEILING WITH f E
NO PENETRATIMS RESIDENTIAL CODE LATEST EDITION �_l I—E 16 ij�io P2 24-010,
5, PROVIDE W'x 22'X 501 �4 DIAGONAL BRACING 14'-6 E,-q 2XI2 a 16,"O.C. 1 2112.24"O.G.
ACCESSIBLE
A STANDARD
C ACCESS IN A HALLWAY OR A READILY NAILED 0 TOP SIDE OF —
AREA,HOT A CLOSET, SEE PLAN FOR LOCATION BOTTOM CHORD W MIN. S
2-126 NAILS SJYP�0 EA.END OF BLDG.
4. PROVIDEA LANDING A EACH 51DE OF AN MERIOR DOOR. MINIMUM BRACAN&10 E, '@ TR N UP TO 32
�Q TRUSS SPAN UP TO 4V WIDTH AMID LENGTH TO BE M'. SEE DETAIL THIS SHEET 45 DEGREE AFFS1A,E:T �'4 @'TRUSS SPAN UP TO HIT— FRAMING NOTES
7. STAIRWAY REQUIREMENTS:REQUIREMENTS:
A OPEN RISERS NOT ALLOWED FOR STAIRS OVER W IN HEIGHT
B. ALL STAIRWAYS MINIMUM 36'IN WIDTH 15, I.MICRO-LAM(M.L)BEAMS AND TAP,TO BE
C. WINDERS MINIMUM DEPTH OF V i IN5T LLED PER TRU55 JOIST CORPORATION
RESIDENTIAL PRODUCTS REFERENCE GUIDE
D. MINIMUM HEADROOM CLEARANCE OF VIV FOR ALL STAIRS
E. SEE PLANS I SECTION FOR DETAILS 2 HOLD FRAMING MEMBERS 6-CLEAR G OF EITHER AND
SIDE OF WASTE DRAINS AT TUB
i
B. HANDRAIL REQUIREMENTS: 2X4 LATERAL SPACING TOILET SHOWER.DIMENSIONS INDICATED
A REWIRED M ALL STAIRS OF TWO OR MORE RISERS 1 15 NAILED TOP SIDE OF ARE FIRA CENTER LINE Of DRAIN ON NON-LVL'5 ONLY
B. REWIRED ON BOTH SIDES IF OPEN STRINGER 3,ALL NON-,
C. MUST BE BETWEEN 34'AND BE'IN WEIGHT BOTTOM WORD W1 MIN, FRANIN MATERIAL SHALL BE
D. MUST TERMINATE AT WALLS OR NEWEL P057 2-12d NAILS(TTP.) SPRUCE-PINE-FIR OR BETTER
4,FIRST i SECOND FLOOR DECKING SMALL BE
E. MUST BE CONTINUOUS FROM BOTTOM STEP TO TOP STEP
F. SEE PLANS t SECTION FOR DETAILS 3/4'NAP WHODO-GLUED AND SCREWED
S
BLOCKING UNDER PARALLEL PARTITION WALLS ABOVE
q, GUARDRAILS REQUIREMENTS: 15' 55 ac 0 NCN�BEARING 4ALLS,CC
A. REWIRED ON STAIRS,LANDINGS, DECKS RAISED 0 BEARING WALIL5.
FLOOR
SURFACES MORE THAN30'PORCHES,
BELOW GRACE 6,ALL J015T5 FRAMING TO SCAMS SHALL BE
5, MINIMUM HEIGHT FOR STAIRS 34' SUPPORTED By SIMPSON'U210'METAL MIST HANGERS
C NO MORE THAN 4'BETWEEN BALUSTERS OR HORIZONTAL RAILS DIAGONALS FROM BRACED @ SINGLE JOISTS-'U210-2'@ DBL.JOISTS(U,N,O,)
B BAY AT 80TH ENDS
NO MORE T 5-ON STAIR HERE RISER,TREAD,AND SCUM ANDS�TRWEPFATT
RAIL MEET TRUSS NOTES IN ERVALS 7. Z� INDICATED BEARING PARTITIONS ABOVE OR BELOW
E. REWIRED ON SH,5010,11'STAIRS I.PROVIDE TEMPORARY AMID PERMANENT 2 PROVIDE PROVIDE SOLID BLOCKING AS REWIRED
10, SMOKE DETECTOR REQUIREMENTS; BRACING AS REWIRED BY FRI HIS-qI SOLID BLOCKING TO UNDERSIDE
OF FLOOR SHEATHING FOR TRANSFER
A MUST BE HARDWIRED AND BATTERY BACKUP 2,LAP ALL LATERAL BRACES MIN.2- OF POINT LOADS. a)0
B. ION EVERY LEVEL
C I IN EVERY BEDROOM 3.PROVIDE IN ADDITION ALL BRACING A. IlDENOTES PLUMBING DRAINS-MAINTAIN 12'
D. I WITHIN ID'OF EVERY BEDROOM DOOR IN A HALLWAY RECOMMENDED BY TRUSS MFG.AS CLEARANCE TO FRAMING MEMBERS
11, FIR STOPPING REQUIREMENTS: SHOWN ON CERT.TRUSS DRAWINGS.
A. FIBERGLASS INSULATION MAY BE USED IF IT FILLS THE WIDTH OF
THE CAVITY ANDMENDS A MINIMUM OF 10 FROM THE TOP OR TYP TRUSS BRACING
OP
PLATE
B.
ALL PENETRATIONS MUST BE STUFFED OR SEALED,FIBERGLA55
INSULATION 15 ALLOWED
C. FIRE STOPPING REWIRED 10'VERTICALLY AND HORIZONTALLY
12. NOTCHING REWIRDNGNT5 FOR EYTERIOR AND WAD GEARING WALLS; PER
A. LOAD BEARING WALLS CUT MORE THAN 50%MUST BE SECURED BY AM TEMPERED GLAGS PANEL HEADER DOUBLE TOP
A METAL TIE CE4 THICK BY I la'WIDE WITH(8)IW NAILE,EACH PLATE
SIDE EXCEPT FOR EXTERIOR MAI-1-5 COVERED WITH SHEETING RANSOMR.O.
B.
GREATER THAN I In'HOLES REQUIRES DOUBLE STUDS SPACER
C.
NO HOLE WITHIN 5/V OF EDGE OF STUD L L lIMNG 1-GE
D. NOTCHES NO MORE THAN 55 S OF STUD DEPTH L_L L L_ WINDOM KING STUD
13. PLUMBING TESTING:ALL DRAINS,
POUCH I STUD
TESTED To THE TESTCRITERIA: AMID SUPPLY PIPING MUST'BE OPENING
P51 FOR 15 MINUTES BETWEEN MULTIPLE WINDOW UNITS
ATE HEAD TEST 10'ABOVE HIGHEST CONNECTION ME CONTINUOUS STUN)REWIRED
.LL L AMEF'T. AS SIM
0
AN
T"' `_'MEL
LItLIIG
L L SU_F
L AMEF,TUE
14. HEATING AND VENTILATION DUCTS MUST BE SECURED AND SEALED IN __D_t L L
ACCORDANCE WITH HTS ENERGY CODE �1!�AkD L L, WALL 5FUDS @ 16-D.C.
15, COMI AIR REWIREMENTS-IF THERE 15 NO COMBUSTION AIR SOLID BLOCKING UNDER POINT
SUPPLIED TO GAS APPLIANCES,INSTALLER MUST CERTIFY BASEMENT OR LOAD ABOVE
ROOM WAS PROPER
AMOUNT COMBUSTION AIR PER WIDE AT FINAL L COLE PLATE S:N/A
INSPECTION L L L L
MAILBOX OR POST T THE ENTRANCE TO THE DRIVEWAY ON THE SAME —FLOOR JOISTS PER PLAN by:JEB
16. STREET ADDRESS MUST BE POSTED ON BUILDING AND/OR VISIBLE FROM
THE STREET. IF LONG DRIVEWAY ADDRESS MUST BE POSTED ON JEL
SIDE a THE ROAD BLOCKING I?EACH SIDE OF FLOOR D,A: 9/17/03
Q. THE FIREPLACE AMID FLUE/04MEr TO 5 USED WALL BE A FACTORY-BUILT JOIST PER MANUFACTURERS SPECIFICATIONS
MPEPLAC FACTORY BUILT CHIMNEY.IT SMALL BE INSTALLED AND TERMINATED L UNDER MINT LOAD ABOVE
IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
THE FIREPLACE SHALL BE TESTED IN ACCORDANCE WITH UL-127, WINDOW FRAMING ACE
(ALL
SHEET NO.
WINDOWSCHEDULE Silverline Series 2900 Windows
came 119-,,�e,, -50y1i
Key Type Size Rough opening or ",rW ( a' ght
in Y�,,ft OreVVI Uvc)ue I Vreo/sf
A 5F! 3450-2 5'-0 112" 6 155x25.5 16.2 2 .51 .35 12.4 SHEETROCK OPENINGS
7-FX 2850-3 I'ft 112".5'-0 112" �b -- 3052 A --
C, 5H 2550-2 5'-4".5'-0 1/2" 26.9 21x25.5 4.b 20.34 .35 q.6
D 5H 2550 2'-8 112"x Er-0 1/2' 15. 21x25.5 4,b 5 4,8 (D DOOR SCHEDULE
E FX 5050 - A. INCLUDES SHIM faroroe
F FX 5020 E
7-- Suit,
FT--7-11350 5.6 15.25.5 2,1 2,7 NOTES ROUGH OPENING
j FX 5044 3'-0 1/2"�4'-4 1/2" - C, BONITE FIBE%LA65 •3'-2 31V X 6'-10 112' 21 .35
K 5H 2050 0
10.�3 ?qx25,5 5.4 5.4 CARBONITE FIBERGLASS •4--3 3/4'X 6�10 112" 29 35
L 5H 3050�2 5'-0 1/2" X2068 6ARBONITE FIBERGLASS 5,_5 W X 5�10 112- 51 35 1
H FX 2520-2 5'-4"x 7-0 1/2"' - 5.5 X 6 PANEL HA1,ONITE 2-1-
4 2468 x 2'-b'X 6�11'
N i�H 2030 2'-Q /2" b.2 IqXI3.5 LE, k'A, 17
P 511 3450 5*-4 1/2'x V-0 1/2' 117 35x25.5 6.2 13 2'-D*X V
-2 54"�V-6 1/2" 5 DI-FOLD 5--j-
FX 2air, .4 x
F FX 4016 1/2"x V-6 112"
5H 3050 f-0 1/2"X 5'-0 112" 5066 51-PIN55 1 40 135 0
T CT 5/4 E'-5 E/Wx 7-11 1/8'� 15�0�X 6 E -- -
U EYE E3645 6,
3--0 1/2'px4'-7 I/10' 51-PASS, 0 x bl-
V FX 4040 .4'-0 1/2".4'-0 112' 1 x I LOWERED Ell-ULL, 12'-I'X&'-)I'
IN FX 3420 5'-4 112".2'-0 1/2' OVERHEAD I xI ........
-t-X 6-Il�
X FX 2b22 2 266b EN-F 2�1�x
511 2450 13 266b ul-FOLD 12'-I'X(,'-It" I I-
2'-4 I/2'Px5'-0 112" .55 4.1 a 7�
Z FX 2020 21-O 1/2*px 21-O 1/2" 81-FOLD 151-11 x 6,11*
AA 5H 2646-2 51-00x 4 112111 x PANEL HA5ON1 it I I'-b-X 61-11,
AB 5H 3444 3'-4 1/2"x4'- 2z 7 �1.5.22,5 5A PANEL MASOWE 4'-3"X 6�V 54 61 E
4 112" 4.8 x .5 5.2 1.24 .�5 5.2 FRENCH SLIDER q'-O 1/4' '--71F
AC, GT 5/0 3'-0 1/2"XIV-5 cl/lb" 1 2.49 1.4 -- I b LITE-(,A5LFZBONITE 2P-10 3/6,x 51-9 Iq .25 AD C T 4/0 4'-1 5/5'xZ-5 1W O"ti 1 A 1 -- I IN ILL(L E/4
AE 5H 5460-2 V-0 1/2" x N55 2'-10 318'X VA 1/4' 135 rj@ 5
2- 2.2 1,55 1 15.4 1 . I -
- F,P-qO MIN.FIRE RATED 2'-q'X V-el 3/4' zi .24 AF 5H 2b60-7 5'-4"x 6P-O 112" 1.5 5A 24.8,4 135 111.8 E E
Ar, 5H 2060 2�O /2"x&'-0 1/2" 9. 1.5 4.2 1 1- FRENCH SLIDER 5-0)14'X b'-b 5/8� 33 55
- _' I 1.�5 14.2 1 22 40bb I-
TH EYE E3636 7.16 x FOLD 4'-I'X 6�fl* - - ;w E
3�0 /2 3'-7 1/16'*
23 21565 X 6 PANEL HASONITE 2'-I0'X 6'-1
FX 4020 4�O-x 1-1
7K-FX 2820 2'-E5 1/2"x 2'-0 1/2" 61-11 x(11 W -9,
35 IAL FX 502.0 5'-0/2".2'-0 112" NCH SWING 61-0*x
IAM EYE E5524 4*-5�'x2�q E5/4" 26 2665 X POCKET
IAN FX IP-1".. '1010 x CWteutAp
-51/4 1
I'_ K POCKET 3/4' 1/2'
52- 0 I/2"x2'--1 1/16'I A, tyL Elg.'24
2q 306E X 6 PANEL MA50NITE 11 2:IAO bri 3250 112" NEI
4_0
AIR SH 3250-2 1:-7'0-CE"1102"
A5 5H 2556 2'-b 1/2". -6 112" 115.0 OVERHEAD
5
32 2268 X 6 PANEL MASONITE 12'-4-X 6-11" 1- E C
AT 5H 2556-2 15'-4-'x5'-6 112" 2q,56 33 1281/?CT I I
IAU 5H 2450-2 #11�2'x5r-0 112" 3 STEEL/FULL I GLASS 16'-0 1/4'4�FO 51b'
3
3 14
AV SH 3060
54 2bfDl,,,
I-LITE W)NAN5OM 12'-
2 r T 4-
A 35 2468 0 Xt C5 1 12, I/4,xu-vwIb"
rA 61 T 4'-2 1/2'X b�ll'
DIVIDED
L.1-1 1.11 N I TE I.
5H 15850 3'-&j/2"x5'-0 1/2" 3qx25.5 bql 1 5 b." A
SLIDER W TRANSOM 3/5. 41 ...........
2-2
ad
ID
Q)0
-2003 CODE UFIOATEE,
5.F.OF Egra-required on 2rd floor OF hololtoble room, 4%Vent recIvIred In any habitable room p
5.F.Of Egress required on 16t Floor of hoblobte rooms e1%Daylight rtqtjct1 h ary habitable room i.FR,xA
NVrNm width upF19=20 fird,05
Moi-helght opening=24 InchP.s
0.
N/A
D,,i,,,l by J-
D,t,: 9/17/03
DW-1
SHEET NO.