2002-071 (2) CO NTSER��AnON CONS `RUMON CODE
PART CC)MPUAN 0
Building Design by Acceptable Practice AN `20G
TOWN OF OUEENSS Ay.
UILD]NG RIJIL `IMr,AND COME
DDP,FM. (Og DATE._A -\\jZ cc��p`�
COUNTY. _W4
RC =CT,ENGINTER,OR
)0N RACTOR. THE Mfcva{f� &20UP PHONE S t 8-
-ERMiT APPLICANT. 5,515 PHONra-
HEATING DEGREE DAYS (Table 2-1)
❑ 5000-_6000 C] 70M-9000
J. BUILDING DESCRIPTION (Pre-qualifying Conditions)*
If the binding does not meet all of the following pre-qualifying conditions,
Part S of the Energy Code may not be used.
Bolding is residential with-one or two dwelling units,
nX Building is-less than 5,000 gross square feet-
Building is three stories or less in height.
Ratio of glazing area to gross wall area is equal to or less than 17%.
III. PROJECT TYPE
'X New construction ❑" Substantial renovation of existing building
❑ Addition to existing building ❑ Exempt(7810_6c) r ()f NEIAt • �,
IV HEATING SYSTEM TYPE
❑ 'Gas-fired �; Olt-lred ❑ beat pump ❑Electric ` .,' ' r
Joint Sating_ 78114_10(i)
-------------
Joint I..acaticrl Sc2l:.ntT3?c Spcci5cd l'lanlSpec_ Reference
Windows Polycell
Doors frames weatherstripping .
Malls at roof/ceiling
Walls at fioors/found_ , Polycell
Wall panels N/A
Utility entrance weatherstri inct ,
PP
Penetrations Polycel t
Other
Other _
Air infiltration., Barrier: 7814.100)
Location Required? Specif ed
Plan/Spec. Reference
Wails yes/.no No-Cedar Sidinq
Other. yes/no
Fireplace: 7814.10(k), (m)
Required Specified Plan/Spec.Reference
Outside combustion Yes
air duct with damper
Flue damper with max 20 cfm- or r <20 c_f_m_
damper and non-combustible doors
Gas fireplace ignition . ,
VL HVAC PERFORMANCE; 7814.11 (`able 5-3)
Equipment 1\'finimum Performance Specified Performance Plan/Spec.Reference
Furnace (70 a AFuE ' 90 a
Boiler
Heat pump
Central air
conditioner
- '_ i
(-:UN i HUL7 7814-12
Ternp,erature Control
Required 1 Specified Plaaf:Spec. Reference
Thermostat e-:acb ties
dwelling unit
Shut off at each Yes -----------
terminal unit
Thermostat
Required Specified Plan/Spec- Reference
Minimum rarzet Yes
450E-85OF
Deadband Yes
range > S'
Automatic Yes
capability
Vill. DUCT SYSTEMS: 7814.13
Category I Required Provided Plan/Spec.Reference
Duct > 1"thick NIA in conditioned space
insulation R-33. in uncondtioned space
Transverse Sealed ye.s
joints
IX. VENTILATION SYSTEMS: 7814.14 R.
System Type— Required Specified Plan/Spec-Reference
Supply Damper at envelope Yes
Exhaust' Damper at envelope
Yes
;Supply on/off switch
Exhaust on/off switch Yes
X._ P.1 P 1*N G I N S U LATI 0 N 7844A 5
Piping Type Insulation Provided P13nfsj)cc.
Required I I Reference
He-2iing, distribution- 1,: 11/2" NIA
Service bo t water` ��>�: NIA
`Does not apply to ruitouts.
=D o-es not apply to piping with di -inch-
amtttr less than or equal to 3/4�
X1, SERVICE+WATER HEATING: 7814'.21 (Table 5-4)
Performance Requirements
Water Heaters Mi-airripm Specified Plan/Spec_
Performance Performance Reference
Storage EF* > 93 --00132V > -93
Instantaneous N/A
Pool N/A
Controls
Category Required Control Control ProvidedI Plan/Spec-
. I Reference
System automatic control Yes
System ierrip.-setting range 140 degrees max-
Poolbeater IM, N/A
Pool heater onloff s,,kitcb N/A
Electric water heater separate sAxitch
N/A
GWO.ilwaterheater , separate valve Yes
X11. ELECTRICAL POWER: 7814.31
Category Required Specified
Plan/Spec. Reference
Electric meters E,1. dwclling unit
FRAKED VALL: wORKSHEE-
Constructiaa Fracas
iSraa
.45 1/2- �= Bd.
-45
. f ! f!�
. ......... . ---- Ira I I boa rd
. . ... . .. ..
n2ul
---- 2,-.6 @ 16" o c.
6-87
_ - .54 I a 1/2- Waf�_-rwood -54
idicg65 465
0-,17
21-49 Ext Mr F;ivn , I
. .. ..... . P-Too 9-36
( "CulAted Frictionw
21-49 9-36 -056
Wall stud spacing IcItul4ted FrActicn Frame
1 0 Friction
o. C_
16" O.C. Pes
t 1 . 15
0-c- . 86
. 12
EASEHENT/CELLAR VALLS_ tORKSH££-
@ stai xwelis
R-Yelu.0 R-Yalcc
with Ext. i Coactruction aittl tat- 1!
_ tacvlation Co.cooaents Insulation
0.77 0.17
-- -- -----. i Ext. stir fila . . . .-- --_ - _
None
- ' -
i t
... . .... .. i Block (Concrete) . . .L-72_ .
Gore {asul Ati on .I
` -. ..... - - . : cif any) ; - - - - ------
I AS Ul 4ti C niF- a.
/o-Sfl
.......... (.xt. or int. J t ---.......
- Nbne - ( •
(exterior Finish
f.i r Iri ir1
-i
.... .. . ... R-Total - ./3 -37- -
K R-Total
Exposure Above Crade « 8 «
Depth 8c1 o.c Craoe « 48 ..
1
°ASEMER7JC£LLAR %cALLS_ %ORKSN£E-
" R-Ytlue = R-Vtice
with Ezt- Jl ccattrvcti0a � with Int-
Iasyl<ti.on 1 Caaconents la:vlstioa
- - -- ........
( Ext. Air Eilc } _ -
-j a- c
None _
- - - - - - ---- ; Ez-crier fi�i5h
8" Poured
- - - - -- ---- Sloet (Concrtre) - --L_72 - --
a
insvittion
=t s - - - It
t (�f any} 1 - - -- ---- - --=:Ilf I
`
(ntvi ttion oTO
.... ...•.. (43ct*. cc: int. )
None.......... 1nt�riar
15.57
_- -- ------ R-Tot:i ---- ----- -
U 1
K R-Totti
v K 13 .57 -C7,4
£zpotvrc Above Crade t 8 «
04pth BelO.c Cr14E 48
OPtiCUE FRAKEa77
���cP_ RORKSi'r
L '
YT
R-Valuc R-Value
i Insulateo Construction Fruaco
Area Ccrtcnents Area
i 0.92 i 0.92*
• .. Ext. Air Film. . . _ . .
6" Batt
19_00_ - - - - - insulation ..._ . . _
- 11 7/8" TJI`s @ 24" o_c
. ....... . .._. Joists _ 14.84_
-93 3j4" waferwood t
t ! . ....._.. Sub-Floor
cart vinylFloor
1
0.92 0.92
int. Air Film
» 21,02» R-Total .16_86»»
Insulated Fraction*- Fraaed Fractionxe
0
R-Total Insulated R-Total Fraw*d
.95 + .05
o - 048
21.02 16.86
t For vtnted crawl space, use R 0.17 for ext. air film.
Floor .Joist Spacing tnsulat4d Fraction Fraaaa Fraction {
12" 0_C_ .87 13
16" Q.C_ -90 10 y
ROOFIC£iLING {Y£HIEDI : lORK5HEE
j � f , r
f _
R-Kaiva R-Ya2ae -
_ ; insulatcd + Conatruction Framed
'- Arct i Components ncrt '
- - <
Ext. Air Filc -0_77
30_00 9" Batt 1. ---- 12.00 Overlap
- - -- -•--- tnsulatian c .___.-_ _
2x4 bottom Chord
-- @ 24" oc 1 4.35
• - - - - ---- - -.. Joists - ------ -
_45 1/2" G�su-n Bd- .45
......... .... Wallboard .......
0-61 lnt. Air Filar O.fi7
_.17-58
R-Too 1
U lnsuldtad Fraction* Frswed Fraction-
r
R-Total .nsulitad R-Total Framed
u -93 -07
r -034
31.23 17.58
7c Roof Joist Spacing lasulated Fraction Framed Fraction
12•` O.C. .87 .13
I 16" O.C. .90 .70
Z�^ O.C- .93 .07
I
f
TYPICAL BUILDING DRAIN
FIGURE TWO
BUG-PROOF CAP
FRESH-AIR
INLET 3 MIN
3' HIM 8'
FINAL GRADE 1 CLENOIIT
PLUGS,
RECOMMENDED -MAX r 2' MAX 14'MA � .
CLEANOUT. RISER TO
GRADE PLUS r
BACKVATER
VALVE
TO PUBLIC
SEVER
7
VYE & 1/8 'DOUBLE HARD HOLE
"BEND APPROVED BUILDING TRAP OR
BACKVATER VALVE RUNNING TRAP
SLOPE .1/4' PER IF REQUIRED MAY
FOOT OR 2% FOUNDATION BE ALTERNATE
FALL LOCATION FOR
INSIDE CLEANOUT
BUILDING' 0 5 FEET
SEVER 6' HIH BIIILDIHG
DRAIN 4' MIN
CONNECT BULDING DRAIN -
'"BASEMENT FLOOR
TO BUILDING SEVER USING /-
,ACCEPTABLE ALDAPTOR
r
TING
NOTE: THIS DIAGRAM IS
PURELY SCHEMATIC AND IS
INTENDED TO REPRESENT
MANY SITUATIONS VHICH HAY
BE ENCOUNTERED DURING
INSTALLATION OF YOUR
SEVER CONNECTION
�v�
31 01 TOWN OF QUEENSBURY
I2 m CONCRETE PIER AZ-6" ADJACENT TO BEDROOMS,
A�N'/D�r�ON�EpAC SEDROOM..,
ON 24"m CONCRETE SMOKE DETECi�tS ARE REQUIRED I REVIEWED B
OR I&'x 12"GaN ETE FOOTINGS„ H FLOOR'L` 'EL
Iz'-A 17 z' IS'-d' a r
DATE
___ FOAM GLIDER m INCLUDING CELLAR OR EMENT.ALL SMOKE E-s
FRAME P.C.-6-0 3'-O I/2' J un c
p" DETECTORS SHALL BE INTER NECEO ON ALL LE ELS. a9a E
8 �; /� o�Eo
P�WJP�t�b7; �w[ ji' OFOWENSM
&iwOflourk cug'7=+ G'ajJt:'r, • IS'-�• 21'-9�' h7, v�tl1_co L 6LIVE be cmsIrued as ft
��a„ __
1.^J.a...�
,� OVERSIZED Y U E�~
0 Fro.WAL `7 — — — — — o ERSIZED— � andSpecihcati os"o
To 42"ADV.TCS'of kA6 z —' u-- __ —,
z N. _ t
WARM SLAB 4 ? FOUNDATION IT'll r o o m
4'I CONCRETE SLAB3000 P51 0 O BODO P51
ON 4"MIN.GOMAR FILDL 10"POV D CONCRETE WARM SLAB J I S"xiF"CONTINUOUS\
FOUND TON®PARTY CONCRETE SLAB-3000 PSI O O GONG FOOTING TYP.) \
Z WALL NLY-3D00 P51 O 4"MIN.(.OMPAGTD 2500 PSI
m OVERSIZED FLUE O I GRA LA FILL ( -i
P05T P05T (O P05T ,, .I 6 O x
^ Id--6• -6 id-6 V
FURN I I jP
�-•� {^ HW 6 ST. (L PO5T CL POST
(L OF BEAMI Id-d' 9-A 5'q" HW y'_A., Id_d,
_—_—
10"H X 4 V2 W �.� �.+_ Fw {_, '4+STEEL PIPE I NOTE FLUE I / i 9 F'v
X 4"D BM,PGKT 3 1/2 BEARING WALL ,� COLUMN ON 30"X30 I SHOULD SPLICE NOT
POST a„^n
EACH END BO OM PLATE TO BE PRESS.TRTD, I XI5"THIGKENED SLAB P
TYPICAL O OT ALIbN
'�t/2"H X-6'WV — -{,"/ '— —t(`. pt-.�, CONTROL.JOINT I 1l -
IA• 'N ( X 4"D BM GK.P ... T F" s
�'-I}' v2 r x F w 1
CC(�'�l•ANDRAIL A9 32 GFI � � RING W 5 I "• X 4 D BM.PGK �. C
POST Id Ilq„ ABOVE TREA HANDRAIL 32
1 D I &' BOTTOM PLATE TO B RE55.TRTD. 3"m STEEL PIPE
UP 13 SO RISERS '4BO.E THE COLUMN ON 42'X42"
I �� X21"THIGKENED SLAB
I� CONTROL JOINTS r.--� ®b EA. UP 13 EO RISERS T P re�1
F __,- ———— �. +I __.. POURED CONCRETE
1a•H X 4 I/2 W IZ 10' URED CONCRETE W LLDONLOYN(3000 PSi)'�a PARTY �'X 4"D BM.PGKT 1
iN I EACH END FOU ATION®PARTY' d• I 6-O- ( ( i AFT PAPER INSUt T ON MUST BE
WALL ONLY-A000 P51 t+ U
( �R FI V RED BY NON-CO U TIBLE BARRIQt--
vERS= I J n PORC AND GARAGE SLABS W —__ ]-
- .: O I�I L
4 O P51 CON LAB ON 4"MIN
- OM GTED GRANULAR FILL INFOR oINC
xWl.4 W.W.M.REINFORCING 1
STEPPE FOO NG le+f q
CONTF-0 JO(NT N- _ - :I LATt N U BE COVE EQ
4"THIGK SLAB - ""' ' B"THICK 5LAB
••I CONTROL JOINT UNEXGAVATED SLOPE 4' .' UNEXGAVATED A 5 WNLI E TH TAL BARR
-
•� ��. �( ' -a,n®raro�rirn.us veawv
_ I 4"THICK SLAB
/2"H X KT. SLOPE 4"
X "V BM.PGKT. •� b � UNEXGAVATED
I �
6"EACH
ENE,
s ( O e {-A•' e a°u'GVr®arsl�eaurjx
HOLD DO N TOP OF ND.WALL STEPPED yl CONTROL JOINTS I'
UNEXGAVATED PER SITE CONDITIONS HOOVER R 5LAB I } FOOTING I PLAN b '
POURED CONCRETE Y
FOUNDATION(TYP.)
l�lt1 _
3000 Psl PORCH AND GARA
8"XI6"CONTINUOUS ,I I 4000 PSI CONCRETE SLAB ON 4"MIN II'rasmrtcn wn.t®.m
GONG FOOTING(TYPy `I� COMPACTED GRANULAR FILL W/6xF WIA
2500 P51 I i xHL4 W.W.M.RENFOFfCIN0
I.
B54 A4 SECTM
z FOUNDATION JOG DETAIL
¢.OF T. HOLD DOWN TOP OF FND.WALL
PER SITE CONDITIONS AND OVE OUF'5LA
'_Id_--
8 k•, -- ---��'-3- - 2•_4k"
69 WAVERLY PLACE 71 WAVERLY PLACE oaFw or ooF E. F-1
�m
oA.c: r�nwuAar,zuoz SHEET NO.
CREEN PO CH TER I'RA[L as 5 2
LATH.CL kj A AS REaD 6_4 b
1,A,
KITCHEN
VAULTED
VINYL FLOOR
DINING MASTER BED E
0
U VAULTED L -,-I VVAULTEDCEILING 27
10-1 1/5"PLAT
VVIU N,,L1IE
5'FLAT P FAMILYFRAE WALLS
0 1/""F -41
OPT EN:�'11AILRAIT111 I
42"HALF-WAIIL� 0, T
0'FLAT- axL "D.CAP I"I"T 41
Q4--�54� VINYL'T
I,111174T) ...171
ABOVE INYL AV
q1 lb,
OPT,56"PIZE-FAa
FIREPLACE FLAT
MANI,
LL (_._.._BALLOON I L 1��ME!E�GLASS PANEL
L- ell, L
_j FRAME HALLS --- FL T
TILVED 112 WALL Id-V E� MIR.GYPSUM—tLL ME.GLA55 PANEL ABOVE-I
N/TE
L
LUXURY BATH PLANT,,SHELF
54
SEE DETAIL TH15 SHEET 90 LL ----TkjNE-J:L-A-EE
CONDITION 'isL1J R,V-2 51b A.F.P. z-.RAA�
TI k.R6-LLL
--E V1. -I for L To
NiV STEI��RE-' T.TILE SEAT sL
o L
a I A.F.F. INRIIR RAN
FUDY'� A— L
I
E A
-M,
L I
UM BIA L L_j L L
T LA
LL E__
,I A_AL L LLLL S�_N 'A
H N"'L�_L_LLL
UN sEA� A_M TNA
L
L L
PAN
ER
FLAT- L L
q-1 1/5 LL L P.1111DE 57/b-�IRE X-',.I'ON BOTH
C, 06
BED#3 FOYER SIDES F COMMON HALLS OF ATTACHED L
O'T.WALK-OUT BAY! SHIN h CARArF`AND REMAININC, APArEKALL5 TUB/SHOWER WALL DETAIL 0)2
III Ile,"FLAT, _��oov- I _0 T
AND ENTIRE CFILIN6
�r 5V 3 3/4'
Nx >)
K
BATH 1/8
45"X54"
0 1,L FL T
5HOIIE
OPT.12"TILE 3&"V 36"VAN E�,I
SEAT 15'HIGH (D
0 GARAGE
SLOPE CONCRETE 4'
0
r
7,-L" L v-5f,
BED#2
BED#2
ro
11 1/6"FLAT rys CEDAR WRAPPED
BS4rA4
41
OFT.GAT LNB 69 WAVERLY PLACE
--------- WP321 SAGE
OPT.WALK-OUT BAY ��l O�PT".,�,�A-,K-OUT��L A
OPT. NU.
ABOVE OH NROVE DATE
V-A"
RP--.Dr:1.—AN A-2
OPT BED#3 COND. . .... .............................
OPT.SHOWER AT MAIN BATH .
FIRST FLOOR PLAN DATE: 9 JANUARY,2002 SHEET NO.
-.2
RIDGE VS. RIDGE VENT
RODF TRUSSES 0 24"O.C. ell
GIRDER TRUSS j "Z'6
2Xb RIDOE BOARD
f.2 E
2 OV RFRAMIN6 24'OC 12
2x6 /ERENAMING®24"O.G.
PRDMDu VER,
2-2xI2
DROPPED SIT, 611111EP T-5
i-�:A
BED. 2 sm s. E�YMIMNG FOYER. imxmm
R-15 9 RIM1015T(MIN. 6*TH16K
u 2-1 112"M.L.
DROPPED am, 2-9
FTlla2�M.L.DROPPED
TO P05r W3?IC`dM
M
PFED BM
AV2-ICD
'12 M L
Ta To'0'
CEMIAR NAIL-5 N��L COLUMN 13 EO R15E 3"0 STEEL PIPE COL N
.ON._
"5 8P EACH 4"CONCRETE BLAB
RIDGE VENT TT4
471 BUMD3NG SEMON A
12
BURDING SECnON .10KEIIEP SLAG FOR END. ROOF TRUSSER 0 24'O.C.
110
TYNCAL FOUNDATION WALL AMENBLY. HEEL
BITUMINOUS PAMFPROOFINr
ROOF AMENMLY BOOS VENT 13"POURED CONCRETE WALL:3000 P51 OPT,LATH CLWI
220-'IKO'FIBER(LA5 SHINGLES 3-1/2"F5-25 BLANKET INSULATION,R-11
2v
5.BJIL 146 FELT 12 WE AS"�ELW FINISH BRAPE 2
G 1
ONTINUOU5 CONCRETE FOOTING:2500 P51 L
ICE 4 HATER SHIELD MEMBRANE-33"WIDTH 0 EAVE 6 W2#4 RE_EARE PER
SITE CONDITIONS)
ABOVE HEATED SPADE AND ALL VALLEYS POURED EITHER INDEPENDENT'
BED. 2 To
01
ENDENT OR MONOLITHIC WSLAB
1/2'NAFERNOOD ROOF 5HEATHIN& CLIPS 24'O.G.
N.(.5.CERTIFIED ROOF TRUSSES a 24"O.G. 9 :1
R-30 KRAFT FACED BLANKET INSULATION TMCAL COMCE AMEMBLY I.-q-
METAL DRIP EDGE
ALUM.FAEGIA
2.6 SIB-FA5GIA
10�-HEEL 12 35 12"CONT.VENTED VINYL SOFFIT CEIIAR
OPT WALK-OUT — p 0.
5/b,TYPE X,6TT,SO.To BOTH SL`E5 L
10�1 6-H.—15 OF—�O�ARABE
ENTIRE GARAGE CEILING TMC&EXT.WAU REMAINING 6 Hk 5 TMCAL IST FLWR fiMEMLY C4 BUHXXN4:i SEMON
HO IZONTAL VINYL 51DINO T.. GARAGE FINISH FLOORING PER PLAN
INFR I-TRATION BARRIER -NST,W BE 2.4 A 3/4"146 FLOOR 5HEATHIN6-rLUED i SCREWED
112, RHO O.G. LA
.16YEF 5/5,
KAFE 6
00 WALL SHEATHING FIN FLR �X-GYP BOARD 11 11W TJ[/PRO 120 FLOOR J0IST5 W'OC.
2x6 STUB HALL.16"O.G. BURDING SEC170M
5-1/2"BATT INSULATION
2-1 112'M1. b.P�p CONC.
-4"IL POL rETHELENE V.D. DROPPED BM. MIN WP321 SAGE
-1/2.6YPSUM BOARD OUJAR .1b---F-TIND5 T�aMl.
4"CONCRETE BLAB -A—I/D�I DATE
'AT'
CONOL T/BLAB
PROVIDE 2x4 KEY VWr OR 12—�
�4 DOWELS @ 36'OG,@CELLAR
J4WO.r @ SLAB CONO.VVD IMBEDMENT INTO FOOTING
AND FOUNDATION HALL(TYP) U. —1—
BURDING MMON A-4
DATE:26 SEPTEMBER.2- SHEET NO.
BAP TMBERLm 2.5 YEAR ARGwTecTuzu SHII
1.12 CIEDAIR
ALLHINJ,$14ONIPPES,2�6 SLWA561A
PLASHN6 ON GIRDLE TOP 660 OT-3' -A EVINYL .2
COR!✓ER BOA PYIPON CAH-ON1EOA MOLDW
HEAD-FRONT ONLY MR1--6H`N
K E n,
T,HT� 72
_II BR FAST WINDOW
I
EE EB El EB EE EE EE 4- IN SCREEN PORCH
LIJ E,
II II II II
T
T-,I
HpR ITT ryp
FIN,f p
FIN,FLOOR
it II
AT-.-3A1EEN SHIFTERS--'1'I/ KAYNE-PALTGN
RAISED PAWL=vmzwM vom
STRAIT C�IC,STEEL f5AGEMENT WIWON
0�-E242
EvAroN 1.6 izs.cww TRIM RIGHT EL
IEWAR
---------- ------
---------------------------- FRONT ELEVATION
D-
L
q)
I M
R it'll
THIS WALL 15 COMMON TO A1;)JA(:",r=NT UNIT
jiiliiiOFFI���II II III 1yIII 7 iullp 09
ICI !I! 1i lit
MI 6ffmffNr WINPOW
I
i i LEFT ELEVATION
i i i i i i ELEVATION KEY
I---------- ------L TE POR(3.2. STEPPED roorm, 6R055HEAP5
�l 66N(RE h ELAf5
35 DRI(K VENEER 6M VINYL J MaLP WtNl TRIM &cl AAVERLY PLACE
6.1 ALLMINLM FASCU 6.17
6RIO MOU-P @1 ENTRY POOR
1�4 CEDAR TRIM 6.19, WP321 SAGE
5 CEPAR TRIM
REAR ELEVATION 64 62 1 6EP11K TRIM
r2 65 64ff TO ARC41 TI -M2ONrAL PVt- 4 VINYL 6T)INE,
9,CFPAR TRIM RIPPED 7-0 FIT 72 METAL FLASHING
66 4YI-15AT--N-PATTEN�51TTTERS 75 PvEjETEP,5TRE` -k NO.
'\A-�5 63 25, 6,�Z mf�ASsl((OLL1,11,15 714 (OMP051rION.MINE-z R06r -ALI:I/E-I
1.9 5 RII)6F VENT
610 b"Noop'E"
111, j.,11-gAk T1 (4ff TO ARCH 7.7 D——C. GODFREY A-5
R TRIM
N61,OOARP 1.5 CONT.VINYL Sff-rlT VENT
6 AR TRIM
W VINYL INSIPE/OffS[PE CORNER W 75
f -7.10 RUXANI LOVER VIfl-RO=22"x�" DATE:21 JWUAGY,2002 —-----.......... SHEET NO.
— 44' " -
17:Tu —...�5 12'4" 2' j'V°o�
-_------- w AGGE550RIE5 LIST =aa u N
-2z12 P.i,aR.'BMi,,,,,,'� z
1:15` m z l zx Net
w55�Rc naD�O a Plot Le th Product Unit
Plle5y
Bbl 1' 5/8'or 3/4'Backer Blacks 6 I 6 a =L<
j p PC! 29' It-1-- _I T$' I I D.I II II II II II II II II 1a.► I - olllst
Pc2 2 I8'TJIPo
I66 t II I I
o-120
Novo BACK RIM -/z151A2 P3 TJ 0T5as
FOR CREE RCJ0 Pc I8'TJ T5 alstA2 I S' I
.X
NL PL5 1 I T/B'TTJJIP -1220T5'aist 5st h=v2s3o2 2
JIPo-120T 1st 2 I 2IT8"TJ020T55 s g
Bkl 11 1/4, ' 1 om P= I5 15
DB
Jjf
ml T o-I20 I I
Po I/4'x It 7/BOBE TJ-StrmA Rim Bawd I I ;E o4 3/32'055 53 1 53 6x
5.
-_ . . . . . . . . . gig{. J8 JB JB I. . . . . . . . _ HANGER LI5T-5lmp'on Strong-Tie OomQmy,Inc.@
61 I I I ( I I I I •1 14"I I I I ! ! I I JII I I .11 I I I I Ig I I I Pt ID (Ityit Product Label Top Halls Face Nails Member Nalls Notes
\c •J4. . • c JI . . . . . HI 611,151.81AIBB 8-1,1I0 (1)(5)
a 1 Isronstacked halter ``
- - .a Backer Sc'iks Req'Ned
i I
J' I � I I I I 'O' 1. SYSTEM WARNINGS LEVEL NOTES r IIIIIIIII
III I I I WARNING!and skewed end bemin exists File None:B:ge.JOB
JII _ For joists regpires skewed erug3 cuts. Level Name:First Floor ' 's
it . ' • . . • • . 4 Plot Date:10/31/01 15:41 v
SYMBOL LEGEND Design Date:10/31/01 15:40
J TJI Joist Type Drawing Scale!I/B' I'
1•TS' M Rec ula•Product T Job Status:
. . . . . . A2 A3 ", �9 Type Foundatian....Fomdatial ...
125' = Bearing Wall 1011/01�5:gp eojy to Plot s%J.
— Bean NOTE:Level design times indicated stave
A2 B I I X Column(CBO) provide assuraae for proper level
1.15' H Hunger Type stackinq Upper levels must Pave ecriier
II I I U Hager Symbol Designs Metlhodology: ASD
Pc Parallel Closure Type Floor
I I I I I I I I I I I Eb F tra Blocki 9 .. Area
40
Bk Blocking Type 12 P'fpsf D L LeivoeadJIO Maximum ost d DLi
Ln�geoaf lde
s
c:t im:
REQUIRED BEARNG LENGTHS 'is V4W Live
a V240 TotalLna J2 J2 ' ' ' • ' • • ' Bearin Pon Rim T TJ-Pro Rating Information:
Warning><Label Longo y� Weighted Averoge< 51
Point Imd Lowest Rating: 41
1M3 O MI(29) 3.63" Highes{{�a�,irgg: 56
— Line Loaf Glued 4 56g Decking,is Assumed
MI(2q) 3.55' — A..Load Direct AID!ieedd Celli is Assumed
A2 Floor D�L�ing:23 0 OSB
•I I 03 MI(2q) 3.q' O p tat'1Z,l .s Guide or Pocket Guide) NormDefaual Well 5po an Width:8°+
ng — 9
i snot listed rc�ire ( �
• Neo�er e Bearing Width Label Standard Rim:Rmi+1.5 of beari lergfh.
-------------------- iaisg . ' •bst Layout Symbol 5tmdad Blocking;Bki+
patws ln da 0 Wall Header/Bearing Width Waning TJ-Xpert 6.14 (u677)A
C6.14 D6.14 56.14 P6.14
III ( J015T AND BEAM LI5T +Unless no otherwise
Plot Unit a of Net 09 WAVER_Y PLACE
. . • . . . . . ID Length Product Ot Piles WP321 SAGE
W43T FLOOR FRAMING RAN J2 2q II T%B'TJI o-120T5 Dist 6 6
--- J3 26' II T/B'TJI/Pro-12OT5 Dist 0 I 0
A2 J4 26' II 1/8'TJI/Pto-120T5 olst II II —
1,T5• JB 25' Ill/8'TJI/Pro-120T5 Dist 9 q scni e.Ve-r-o• "o. aE�sioN Dore
J6 23' II T/B'TJI/Pro-120T5 Dist 2 I 2 - ---- -
JT 22' it T/B'TJI/Pr•o-120T5 01st 2 1 2
Z0'q�: - 5'8" - 15' 2' J8 21' II l/B'TJI/Pr0-I20T5 olst 3 I 3 oRnvm a+:o,caoFaer
J1 20' 111/B'TJI/R'o-I20T5 1st 0 0 /E_�
JIO 15, it T/8'TJI/Pro-12OT5 oast 4 1 4 — -- - A
JII 5' ii T/8'TJI/Pro-120T5 oast 3 I 3 c CkeD er:
JI2 4' II T/8'TJI/Pro-120T5 Dist - — -._
MI 43' 3/4'x q 1/2'IAE MI olicm LVL 1 2 2
Mi IS 3%4'x I 9'1 9E Mii�ollml L�VL 3 3 DATE, 21 JArvuARr,zonz - ------ --- SHEET N0.
2x8 RIDGE BOARD I x2 R.S.CEDAR TRIM
—6 RAKE OVERHANG
2.6 RAFTERS 0 FEELING 3/8"R.S.CEDAR PLYWOOD
OLD 12
<1 E
>
ELI'F�—
�H
I x4 F.D.CEDAR TRIM ------
2 C
FIBERGLASS SCREENING SUB-FASCIA
D B-F SC
RIDGE VENT
4DR,
3/4"P.T.PLYWOOD SUBROOR
Wa D
N ITN
11D,Fl-$
—C P.T.JOISTS a 6,O.C.
2-2,12 P.I.DROPPED BEAM
6.6 Pj,WOOD POSTS ON CONCRETE VERT
PIERS----------- >
•
'VERT
m
>
IDOSE mFIRET LAYER OF UNOf9LA--
TO BE G.A.F.ICE 4 WATER SWEILE,
U) PA
((SHADED) XCEAvE5 OVER HEATED
LL.VALLEYIS
RAKE OVERHANG
SECTION THRU SCREEN PORCH = m ROOF PLAN
j
SCALE;1/16- V-0'
OP NqL >r-1
'D
a
Ir , 0 2.12 RAFTERS @ CIC. A
.R OF 2 _IT HEADERS
9 -2
T.WAL6 K OUT BAT `k { � � ( I ( I �^
..............
I D
SHADED AREA DENM
2.6 RAFTERS @ 24" Ft
NOMS
HATCHED AREA DENOTES
RAFTERS 0 24'O.C.
�4 � NO
CUTBACK WAFERNI SHEATHING
HD ON IRL—EP UNDER OVERFEAMIN.
TO ALLOW FOR ROOFVENTILAT-
69 WAVEDLY PUCE
2.6 SUB-FASCIA I WP321(SAGE
L
No, REVISION PAID
ROOF MAKING PLAN 10 1/21
TRUSS TAIL.
ROOF TRUSSES @ 24"O.C.
DRAWN OYID. GODFREY A-9
DATE:21 JANUARY,2001 SHEET NO.
Q DOOtR SCHEDULE
GENERAL NOTES FRAMING NOTES INCLUDES SHIM
KEY
I HiNCION5 IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 4 SQUARE OOR SIZE S ROUGH OPENING jE2E
FEET.THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE fe5"THE MINIMUM NET CLEAR I.MGRO-LAM(M.L)SEAMS AND TJI'E TO BE 'X '-10 1
A.F.F.@ ALL ABOVE GRADE STORIES. W.
OPENINE,WIDTH SHALL BE 18"SILL HEIGHT SHALL NOT BE MORE THAN 42" INSTALLED PEP,TRUSS JOIST CORPORATION 4'- /4"X A. K
2.PROVIDE 5/5"TYPE"X"CHBON BOTH SIDES OF COMMON WALLS OF ATTA HE RESIDENTIAL PRODUCTS REFERENCE GUIDE I F E81
ANDVREMAJ INC GARAGE HALLS 6 CEILING C, P GARAGE, 2.HOLD FRAMING MEMBERS 6-CLEAR
N OF 51PE OF WASTE DRAINS AT TUB
3.ALL ANOLE5 ARE 45 DEGREES UNLESS NOTED OTHERENISE. TOILET AND SHOWER.DIMENSIONS INDIGATE
PROVIDE P T 0 2
4 ROPER BAr-<INr,FOR H05E BIDS,FIREPLACE MANTELS,PANEL MOULDING, 5 ARE FROM CENTER LINE OF DRAIN ON NON-LVL'5 ONLY
ALL NON RAILIN65,VANITY TOPS -LVL FRAMING MATERIAL SHALL BE
5 -2 SPRUCE-PINE-FIR OR BETTER -11 I-VA55
PROVIDE FRESH AIR FEED FOR FIREPLACE PER NY5 CODE, 4-- X
6,GARAGE WINDOWS DO NOT REQUIRE LOW E GLAZING. 4 FIRST 4 SECOND FLOOR DECKING SHALL BE 6068 FRENGH SLIDER.7 NAFERNOOD-GLUED AND 5GREHEP GARAGE ENTRY DOOR TO BE 3/4"HOUR WITH AUTO CLOSER INCLUDING METAL JAMB. 5.BLOCKING E V,
M.G.8. R.0 GKINE5 UNDER PARALLEL PARTITION WALLS ABOVE -PASS ID
13 1/2"X 23 1/2"BOTTOM @ 46"A.F.F.
'2"(Fr�C.*5'EoNeEARjNS, ALL5, 11 -FOLD
A INr N 0 NALL5.
q ALL NON-DIMENSIONED HALLS ARE:GARAGE EXTERIOR-5 1/2" X LOWERED BI X -10)/2'
OVERHEAD OHOU5E EXTERIOR-51/2"; HOUSE INTERIOR-5 /2"UNLE55 NOTED OTHERWISE 6.ALL_O15T5 FRAMING To SEAMS SHALL BE
PROVIDE FIREBLOCKNIC,. A.F.F.MIN, SUPPORTED By 51HP50N"U210"METAL J015T HANGERS
®SINGLE JO15T5-'U2IO-2"u DEL.JOISTS(U.N.OJ
,or 0 1� I H-I NE-6-
11 2x6 EXT.STUDS a 1611 or.,2.4 EIRNC.ETUDE 4 KITCHEN/BATH KALL5 @ 16' 13 21, X 0 .... ......
13.2 W- lel"PLT.HT.a 15T FLOOR,W-1 Ile,"PLATE HT.a 2ND FLOOR5-U.N.0, EZZ= INDICATED BEARING PARTITIONS ABOVE OR BELOW I X
5 6'-�IO 1/5'HPIR.HT.@ 15T t 2ND FLOORS-V.N.O. 5,a PROVIDE SOLID BLOCKING AS REQUIRED
PROVIDE
SOLID BLOCKING TO UNDERSIDE
OF FLOOR SHEATHING FOR TRANSFER
Or POINT LOADS, 20 2668 H C0 FULL OLA5
FOUNDATION NOTES q.IN DENOTES PLUMBIN6 DRAIN5-MAINTAIN 12' 1
RE
CLEARANCE TO FRAMING MEMBERS 21 -b� A FRENCH
22 4
23 I- X AN L A 0
ba X FRENCH SLIDER q'-O 1/4�;;;; -1
E, -0 11;
I.CONCRETE STRENGTH AND REINFORCEMENT PER ACI CODED TRUSS BRACING DETAIL 2 6 68 1-1-11CH SWING (11-11, /4
2.MINIMUM 48"DEPTH TO BOTTOM Or FOOTIND,FROM FINISH GRADE 2 2666 4,-x 1 6`0 X V-b 5113-
3.BITUMINOUS DAMPROOFIN6 PER NY5 CODE WINDOW SCHEDULE 'SILVERLINE29 Sedes'
4.SUMP PIT TO BE FIELD LOCATED DEPENDING ON GRADE 2X4?IA5ONAL BRAGIN15
NAIL D TO TOP BIDE 0
5.SEWER MAIN AND WATER METER TO BE FIELD LOGATED E30TICI KEY TYP OPENING
'M C 6.N(NPON WELL SIZE AND DEPTH TO BE DETERMINED IN FIELD AS REQUIRED 2-12d NAILH509VPT ME'N A,END OF BLDr
1.CONNECT FOUNDATION DRAIN TO SUMP PIT BRACING TO BE AT +-�O&TRU55 SPAN A 5H -2
ANGLE 11®TRUSS SPAN UP-10-�2' Fx
45 DEGREE A b TO 4b 5 TII 1/2"x 5'-
E KEYWAY BETWEEN rOOTINr,AND FOUNDATION OR 12"-4 -F TO(10, G
5.PROVIDE Kr b -2 5'-4".5'-0 112'
b
DOWELS
0 361,OC 2
850 Ii.SUMP PIT TO STORM SEWER TO BE CONNECTED PER TOWN CODE 2- 1 2".5�-
E 5'-0 1/2`�.5-0
10 FOUNDATION DRAINS SHALL BE LOCATED ON BOTH INSIDE AND OUTSIDE 1 15'
OF F
FOOTING AND CONNECTED TO SUMP PIT AT BASEMENT CONDITION r, �O /2 I'-E,
FX 3020 3'-0 2, 2'-0
L TAPGO MONOP051 11&A.STEEL PIPE COLUMNS BY'AKRON H SH PRODUCTS GO.'OR EQUAL FASTEN AI/I CONCRETE FASTENER PER P05T i 1 5` 1�2"..
12.FASTEN STEEL POSTS TO HOOD BEAMS H12 Ibd NAILS PER P05T 15- 2X4 LATERAL BRACING r 2 044 ��4'4
TACK HELD STEEL POSTS TO STEEL BEAMS NAILED TO TOP SIDE OF 050
STRENGTH 4 REINFORCING PER A.G.I.CODES BOTTOM GHORD VV MIN. AA 5H 46-1
15.CONCRETE STRENr 2-12d NAILS(TYR)
W 1/2"m.10"ANCHOR BOLTS AT ALL EXTERIOR WALLS L 050-2 6,-O"x 5,0 f
12"FROM ALL CORNERAOPN5-W-O"O.C.MAX(MIN,2/PLATE) FF 1320-2
15,THE ALLOWABLE 501L BEARINIS CAPACITY USED 15' ---- -.11. L
FOR DL51CN PURPOSES HIAS 2000 P5F. I P SH 5450
16.REINFORCIN6 STEEL TO BE Fy=60 K5L -2 AF 2abo 5'-4".&'-o/2"
11.INSTALL F5-25 INSULATION TO 4b"BELOW FIN GRADE DIAGONALS FROM BRACE FX 4016 1-112
BAYS REPEAT AT BOTH ENDS
AT PERIMETER OF CELLAR EXP05ED TO GOLD AND
lb.LOCATION OF FURNACE 4 H.W.T.15 APPROXIMATE TRUSS NOTES .0'INTERVALS 5 5H 3050 3*-0 I/2'N 5'-0 112"
lq.PROVIDE 2 EA.44 RE-BARS AT FOOTINGS PER 51TE CONDITIONS T CT 5/4 5'-5 51b"X 2--11 1/8'�
U EYE E364b 3'-0 /2'-x4'-1 1116'
V Px 4040 4'-0 1/2"x4*-O 11/2"
I.PROVIDE TEMPORARY AND PERMANENT N FX 3420 '-4 1/2"X 7-0 112-�
BRACING AS REGUIRED By TPI H16-91 x FX 2522 2-6 1/2",P-10 1/2"'
Y 5H2450
2.LAP ALL LATERAL BRACES MIN,2- 7-4 112" 0
5.PROVIDE IN ADDITION ALL BRACING
RECOMMENDED IRV T 5 MFO.AD f9
SHOWN ON CERT.TRUSS DRAWINGS. AD 5H 3444
AG CT 5/0 3`0 1/2"x1'-b q/16"
AD CT 4/0 4'-1 5/5"N2'-5 1/51,
ENERGY CODE -
A6 5H lObo 2- 2'x b-o 12 VON=
NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE AH EYE
F5656 5`0
PART 5 COMPLIANCE
BUILDING DESIGN BY ACrEFTABLE PRACTICE WAVERLY PLACE
BUILDING ENVELOPE DATA IN GENERAL NOTES
EXTERIOR WALL. 4"-'M -E-
ROOF/CEILIN6 R=24RR_29.4
FLOOR R=lq R=20,b
FIREPLACE SIZES FOUNDATION WALL R=10 R�14 SCALE: REISDI All
SLAB EDGE INSULATION R=O N/A
GAS R.O.WIDTH FRO,HEIGHTGLAZINGWOOD_PO9 WIDTH R.O.HEIGHT ENTRANCE DOOR
DVR56 5c.-5(, 4111' INSULATED DEPTH BELOW CRADE R-2.5 R-0(Gore)
0=45" D=4b(C
DVP3q 40" SKYLIGHT R_1,77 R=3E, DRAM J DOLAI
56" BG 42 471, 41 SKYLIGHT 96 OF TOTAL ROOF AREA 1%MAXIMUM <1% N-1
5T-TRC 23"/44
NVGVR3640 /2"/r-W 40
'12"
2.1 SHEET NO,
2-r 6YP.Lk-ER PANEL
2"US6 G-RLHCR
WWWWJSrATEENSW C343WA71CN0Ct67R=M
PA?f 50 YvRJFISE 2'-O'MIN.
I-d'MIN.
BULEIMEPAs.CPEDATA "� I/2~6AP s EAmiNb r TEPIMPFICER W-tL AT TOP OR om
51GE5 TO PROVSE SrLP.
MNAILM r'hERAMFiEm MYU..Ar TOP OR 2 RLA
-r 6YP.LR ER PAS a -Eu
SVFs TO PRNM ERIM STOP. sEAmwb
2"Use L-w rrER tl m g°�
ENALCFE03FCABdI' FE 15H) � RGLF aEAmw6
®e :�
BOR40WAL Fhb "ol TT iiss�
FCaKELPG R24 R W cLocKlr� ` o''
RaR R-'19 Raz2o.S
FCLNDVQJW L 1110 Fh4 R 70 FlCEREtA+\ R-'M FRERf ROR' 4151"I DRLP Top
INSL ROGF TW RtOP TOP - PMEL
1 FOR 6YP.LI,ER
SAEXE`BJJU I R=10 � GtIGPD 2 Fat 6YP.LIDER
PM8 �TYP.U66 2 FR.FIRE VIRRER
GA2W W.7 RW TYP.U56 2 HR FRE FAIRER I/2"nRELGOE'e 6YPsM PA E-6
HJTWEDOCIR F 25 RID i/2"FFZC012'G'6YMM PANEL5
tBJAMCEF`IH D4T DAT I/2"6YP.CV.
36{IC3 ff R1.7 R38 I/2"6YP.CD. WAL CLIPS
9ctitlQ 11"0/OQ��LR�CF/ A 1°/dvA)q M G1%
A.AM.WALL GLPS ATTAaM TO ME7A-
H-STUDS W/3/8•TYPE"S'SCREWS
PARTY WALL C0 ROOF DETAIL ^r 1 P'o`RTY Wf2`LL ® ROOF DI=T�41L
I/Z"PIRFf.ODE G 6YPM.M P I/2"AIR=PACE 2 1^A/rMTIGAL OFFSET
rn FLMR ln!l Tl �. WALL PLATES(TOP&wrrcn+)
IN.RENRN WHIN TO M COIN:AW CUT TO FIT
IORIT.DIST.G 4
2).r LAYERS CAA6KIN6 M(ST MAINTAIN FLL w/I"R-MAX
aF US&6YMM LAER PMELS r aEAmvE FRLM 6LP.
WALL RFF
TS crop&wrrmo r-�• r-o~
I wAFElxwow AW Our ro Fir
cEAn a Aca)srwa AvaNr w PaREn caZIR,12 S EATH�N6
®EACH 6PE as c-m" I'.;' wAl-
W/r 5TE8 PAMER t�0S-Rama 1 �r;LL w/r R-MAY tr O
MVEN ANGHGRS®2k"OL. Q)-+
GONmER-m LF 2"L"R I/2`WAPERWAX 2'IX�STEli '>y O
PANELS 0 PARTY WALL& WALL se T
CWERLPE Cr FW.WAL HORIZONTAL ALIMVSM I/2"fWECME W 6YP5LM P S
�m TO LOVER H-STLPS TIP.
WTP FURRING A 2-O.C. I/Z"6YP.W. L-I"GYP S T.OVER METAL H-STUDS RF7L P
2 $STE¢
I/2 FIRELGDE V 6YF9,M PAI,ELS H S �� `
6YP.pp.
�,I' p g i/2"FIGERCiA„ OL.
LPE72 PAf PiS IN`�t_Qi Ip W, WOW SM` ® C:/
Ib"OL.
ASTETH /S"SLREWS 2%
2`FI OL' G)--EARTY WALL ® EXT. WALL DETAIL
wL(R-FIB
worn sTtns
W
I�`oL.
3 PARTY WALL ® EXT_HALL DETAIL
W/HORIZONTAL OFFSET FIREWALL DETAILS
SCALE:lff� -D' �' REVISIEN DATE
1R`2S f10.F/Rtt wltL 191V Y4E y.2A91
PARTY WALL ® FOUNDATION W,4LL THE ALTERATION OF THESE PLANS UNLESS DONE UNDER THE DRAT-BY:D.DODFREY D-1
DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A
VIOLATION OF THE STATE EDUCATION LAW,RULES, AND REG-
ULATIONS AND IS A CLASS A MISDEMEANOR DATE:12 FEBRWY,1929 SHEET NO.