2003-420 (2) NOTICE
KE DETECTORS ARE REOULFLWWEDROOMS,
q_6f FW WALL/PROP LINL/PARTYVU ADI ENT TO BEDROOMS,ANDM-EAGRIF16"LEVEL
CLUDING CELLAR Of M ftTvAMOKE DETEC ORS SHALL BE INTERCON?CT9PQWL LEVELS.
A 11-6" I-A" 6-51", v-" 2` S a, �- , 7-0, ALL SMOKE DETECTORS MUST E 5AT9RYJf*CKUP,
I BON MONOXIDE DETEGTO1rEQWRa&IjTSfDET0R
LOWEST St LEVEL.
r*EMEWr W110N L
ML NOTICE
1�I PA—WI— I MUST BE
5"PaREP&nZRErE I KRA PAPER INSULATION
fRWAn6N(rYP) 4'�x W A'd WARM IL (2,500 P I) FT
MM Po�,ErS A I—TV ..... IBLE BARRIER
V00 P51 ON EjED By NON-COMBUSTIBLE
a OTICE
E COVERED
TE FDA UL ION MUST B
THERMAL BARRIER
10"paw It 7
WALL(5,900 P� B A MI UTE ;5
�"o STEEL P
x15' la, (_�EAM PI T S
66W NP5 APp 5611 40 PIPE 111L
, P�T WV xV'PLATE
'T 1- 0; 19, 4 Top& N OF QUE NSBURY BUILDING DEPARTMENT
f I -.+k 0ra�@ LbFT aw
'11 X AV T AD Bas our limited examination,
12,,I,/2:'h x A"d
x' Po"Z,
@0 Z F PCKT, co I with our comments shall
nstrued as indicating the Fu
L are in
pia an s ation
LASTER CO han i ge u"
IMR,1_,�r r the Building
C.A.,
AV I with on v
IA"'I" T, RISERS
e,"EA of w rk State. P;
LLE IMINLL�1 CRAL 0�4'MIN
15' WP�TFi�
To
V-1L,
A
'94 (3'2,4 ON TEEL 1'�4' `E PREP.
x"11/1-,1 1"11A STU! IN
A� "�Sj yp
Typ ON V, XF �j TH 9_
sew From NIb E E"MOO
R6L NT6
69
6f1 Eq 9;'EA a.
`J-N;�C-RA12! "T" d I,.
4-Tht6r, 6 Tha Q-Afl Typ ALL
FNP 60.Fl� ftkffAL @ 34'MIN
)I To 36 MAX,ANr TREAP 4"W Vh x 4'd
DEAM POZETS,
M"A
ITE np PL�
Iafi RA_
2-1 574"-9 2"ML W
AVATEP
NlaO� d caa_j IT11 11111.
T -NTj
AR E
UN-EXQ VATEDI
7A Ia POMN I r PW WALL
PERP5111 60-,
F "rZ, AOOO
AW SA `AD 4 Id MI &M
4 51 CaMTE L
I JJ
CON F OL
So
A'-10k'
STEP Fr
Id'PaRv('9Z WALL
I, "-4-
7 4" PARTY WALL 11L1
GGNG SW. lir.f-cr
PORCH AND GARAGE SLABS '00"w,— T(-;VVN OF �t;J
D.IIIWW by. CWWIk
PLSPI 60116RETE 4"MIN,IT 0�ZI_4 Z x6 N
FILL Ad Bul I - - Dd. 7-07-03
2'-2" REvirm D B
.............
6f PW Wkt/F?,T LINEIPARTYWALL [DATE A-1
18 WAVER LAY 16 WA%TRLY SHEET NO.
FOUNDATION NOTES:
1. THE ALLOWABLE SOIL BEARING CAPACITY USED FOR
DESIGN PURPOSES 15 2000 P5F
2. CONCRETE STRENGTH AND REINFORCEMENT PER ACI
CODES
3, REINFORCING STEEL TO BE Fy-60 KSI
4. FOUNDATION MINI
MUM 4'�" 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
0. FOUNDATION DRAINS SHALL BE LOCATED ON BOT14
INSIDE AND OUTSIDE OF FOOTING AND CONNECTED TO
SUMP PIT AT BASEMENT CONDITION
7. SEWER MAIN AND WATER METER TO BE FIELD LOCATED
5. PROVIDE KEYWAY BETWEEN FOOTING AND FOUNDATION
OR 12"#4 DOWELS @ 36'I.C.
9. PROVIDE 2 EA.#4 RE-BARS AT FOOTINGS PER SITE
CONDITIONS
0 IA. 10WINDOW WELL SIZE AND DEPTH TO BE DETERMINED IN
— FIELD AS REQUIRED
11 .,3DI
A TAPGO"ONOP05T 11q.STEEL PIPE COLUMNS BY 2
'AKRON PRODUCTS CO'OR EQUAL, FASTEN WITH E.
CONCRETE FASTENER PER P05T
12, FASTEN STEEL P05T5 TO WOOD BEAMS WITH 2 16d N 1_5 R P h
PLAN Al RE DST, TACK WELD STEEL POSTS TO STEEL
BEAMS E�
13. 1/2" ANCHOR BOLTS 5" INTO WALL EVERY 6' AND 12'
F
FROM CORNERS AND OPENINGS(MIN.
2/PLATE)
14 INSTALL F -26 INSULATION TO 415" BELOW FIN GRADE AT P 5 PERIMETER OF CELLAR EXP05ED TO COLD 15 02
LOCATION OF FURNACE AND HOT WATER HEATER 15 '6'
APPROXIMATE
A
SECTION
16. FOUNDATION DRAINAGE REQUIRED ON ALL.FOUNDATIONS IN H'GH GROUND WATER AREA'S: 7"',
TDAMON JOG DETAIL A. GRAVEL MOST BE 12"BEYOND EXTERIOR OF
FOUNDATION5
B. MI GRAVEL MUST BE G"ABOVE TOP OF FOOTING
G L. POLY REQUIRED UNDER SLAB
C.
-'-6
17. PROVIDE BITUMINOUS TAR DAMP PROOFING PER NYS CODE
M C D UST BE DR FOR INSPECTION
,
15 F FOUNDATION 15 BELOW HIGH GROUNDWATER tPo
W 00
ATERPR F IN THE FOLLOWING MANNER;
2 PLY HOT MOPPED FELT Z.
6MIL PVC MEMBRANE
55 POUND ROLLED ROOFING
40 MIL POLYMER-MODIFIED ASPHALT
19. GRADE MUST SLOPE 6" IN THE FIRST 10' FROM
FOUNDATION 0)
20, WATERPROOF FOUNDATIONS WITH "50NOSHiELD HLM 5000" "1 LIQUID COLD-APLLIED ELASONETRIC WATERPROOFING MEMBRANE 0
SYSTEM(45-55-jI DRY THICKNESS) I
ELECTRICAL SYMBOLS
Cl°,."°I< ffNRUIE aMfT
wa.l.111h 0
CM3WR WAL PIS FILM
M�Pm wTG
UxrIm
paRLELUwuRE /P LL GHNN
rawTm WNL-- + CAS METER
D..N.�by.G.M.d�
_�,H q;z6L @ FOUNDATION 11—
Date:5/12/D3
WALL DETAIL wu M rV I`enooescEW Lrc T FJ I
G T TLR
A_lB
SHEET NO.
LECOD
DETEGTGR SEE SHEET N-1 FOR GENERAL NOTES
RANT LEDGE
-610 HOOD COLUMN
(E) POOR C&Lar
K WINDOW 6A-LIF
GAPDON MM40XIPE PErUT'OP,
COLUMN @ LIV./DIN. OPTIONAL WALK-OUT BAY
6'-6" .2,-6r,. W v RATrow W/
TO FT4P
f TO -ARCHFD CEILING
W.`kL x FT(DOPT.GOPT
17 B MASTER 10'FL.AT
175=M SITTING
\—w-j LID�Lr a la,
10'FLAT
—56 Er-THFU Ers
fl
MASTER BEDROOM 2 PRE-FAD FIfZEPLA
CAWtW
0�T
BEDRUOM RaR MT. E 8
V RAT E
6AFTEW KXR LIVING
6ARPUM flak2-4�' 4-
MIM VARLlS W&L
(D I
2.-4.', 4-6471, OF ZONAL
WA K- U WA
W&L 0 9 1/4' B y
=/"/,M WOW P�6
0 0 1�
DINING II I C)
or r T+f w 49" 6 NAT
wm/w a P�ft
E TAAMR REfREAT 0MON 2F-
"
L 16 ef ,
Cr rJ
Z'-Ill A
BATH
8'FLAT
U3
TC— W.I.C. -d F.
5 T.
I I—LAI
7
.1 D tL� a)0
FOYER
1/4'�F
OPT
FVLANi 6W LAV
20 ffF,) WXL C
0 V-��T VIN.
VOLT®CELM I 4
TO Id Mr
roWTM X m 9pr -e;N,T YL
TO T— v FM 'NE
6apff" xo
2 CAR GARAGE 96RYV
R,,
orm ENTRY -4
5 BREAKFAST —2.6 DAFT.
•$I- — TILED 112 HALL H/TEMP.GLASS PANEL
GARAGE_NOTE5_ 4 QFAR CHASE HT,MIN,
5EE DETAIL TH15 5HEET
5/6*TYFE y bwl ON wnl W5
2 a NA.Ll 60.1m TO Umb
&*�-ALpam�awle LUXURY R&TH 0Fn0N
WAU.5 AD UNIM CMW, A-L
aU* TO LM WAX OVU
X 114 M1r.WtP-/A00 aP-'CR 1/2-W.W.COVER
Ci
WINDOW EGRESS AND VENTILATION DATA
ALL WINDOWS MEET 20 1,(W)x 24'(H)-qWr—te Designed bg:Mldilk
R06M 6qff
'Q.rr,READ
JSq'ffFiWIP` JEeRE�(SQF vuff PA1Lrff vv� VATCfl` PPrCW D.-5/23/03
LNi, oll �4 W6 51� 61 15b
pi.; "' 65 116 111 6.6
ETANDAo I kf- 67 IA5 o,%—612 1,19 51 7
�,u WA
�5A .1 51 11.7
RI 0� 9� lb )FIREPLACE CJJA8E DETAIL
-----------------—------- Li,o �'l WA �5A '1----AT OPT. CAS FIREPLACE 6,6;NR A-2
804
A 17�
FIRST FLOOR PLAN OPTIONSl�,ONS pj�j� 14, SHEFT NO.
LEGEND
SMalf PETE/,T-OR
r7,7,1 RA4r LEDCF WINDOW EGRESS AND VENTILATION DATA
ALL WMOWS MEET 20 h(W)x 24'(H)rec*r �ts
(3) POOR CALLar REQV -(�)
V:T EORE P��
WINPON(,kLAff PA�� vour
EE
rr EL
E.
BEDROOM#3
(OPTIONAL)
41-41
LIVING BELOW
LIVING
L
T-
0
=4 -7,�X a
L-T p T�—@ T+I w
>9 7 T-ni
=1 LOFT I
PER ROPT
7 luo Q)
L I LL IF V,
L L FOYER L -J
BELOW KITCHEN BELOW MP
.LLL
L L
L L L
IN,
L
L
LLLJ Iv
PT.PWDAWRA,��E,
L L L L-4��
W-.qa �
0
LLLLL
L'V'NG-'
71
F
KD17
0_
L I AT
IF
L _j
�O
P,PWD/ST
L L
-6-
L
L
L L
V1
TUB/SHOWER WALL DETAIL
A
Nt,1/21/U3
A-3
SEE SHEET N-1 FOR GENERAL NOTES SHEET NO.
TYPICAL ROOF ASSEMBLY: _
I/2"WAFERW06V ROOF 511EATHING -220#'VV FIXRaA5 91IN'ELE5
.M-CLIPS AT 2A"0G. -15R GA.DNG FELT
-ICE&WATER SHELD MENFRAE-24"iwpE EXTERIOR WAL
0 EAVES AVvE HEATED'SPACE AM AU-VALEY5
12 -I/z"APA RATED OSP.SIVTH%Y W/N aF6 0 24"OL.
-NY.S.CERTFED ROOF TRLW5E5 0 2A"Ob.
6
IZ -R-30 IWPT FPGED GNKET INS,I.ATIGN
6 D,_D. s
NY5-ob' VED T) \-2 ROW5 ICE AND WATER BARRIER
®2'd'OO.(TW.) s 2'-0'INSIDE EXTERIOR WALL(TYP.)
b VA I PLATE NT.
a vn o TYPICAL EXT. NALL A55EM5LY:
!E - INFILTRATION BARRIER
a -II2"APA RATED 0515.WALL NVT19N5
_ GARAGE o 2.6 511D WAL 0 I6"OL.
MASTER BATH t ASTER BEDROOM $ -5 V2"AArr NNLATION
Ci d-d FIRST FLOOR "A ML POLYUM-E E'VD.
-10 S"Gf�ILE Ile ( OGiJCRETE A" - at al -I/2'6YPSM CdAN E,E
ELEVATION L14"
AMS PER F`
PER PL 14P.r25 R-II W54.LATICN TO 'A ...---2x6 NOR SYP PT.5U.PLATEEXFEW AS DELOW FIN.GRADE GEL4.!'xR -' AY.FIORED INTO f0jfATIRN WA L61TLMINOS DPMF'ROPING,TYPW//2"STEEL AOM DOLTS 0 6-d'OG,0 TES $ EMC£WED 7 INFO WAL(TYPIOA.) �_«4
8'-S 6"BASB.ENT FLOOR O �s;._B
E3UI LLDING 5E:GTION �^ 7~j dsa
- EEs
A"PERFORATED FOOriN6 DRAIN
INSTONE_DED W"ENTIRE PROME 2"x4"KEYWAY OETW'EEN Z '�h2' o
MINDER OF FOOTNS(Z"NELT FO0N*AD FO.KDATION,OR O G'.s E�Fy
TO W PIT -p4 DOM35 AT V 0G.
RIDGE VENT
I/2"APA RATED 056 ROOF 9VTH
w/i}4LF5 AT 2A"O0. _. NY5
TYPICAL ROOF ASSEMBLY: T SPP� TOPcN T 2'd'oc. w.) j o
w r56
-210# 5 SYN."A.F5 2x OVER FRAMIIW�PER PLANLF WNl AS StIOWN 2xiK65F5 ADO& TO`a.''PAtT
ffLr
-IOE&WATER S1EL0 A NW.*E-2A WVE D3BW WALL �2 - ERAMIWS FFFORO TONN.
0 FAVES AV&WARP 6PAOE AD AL B
VALEY5 I —....
APA RATED 05b auTtim WM 0.P5 0 24"OL.
-NY.S.OERTFIED ROOF TK6eE5 0 24"06, _ -_ aPTiLNN-BA71'i
-R-V KRAFT FACED UMTT INLATWN I(eam ww5 @OPT BEDROOMS YJ
II n � II
f1.EVA 8'- B"PLATE MT.
B Eva
L WNMYzx6 ceurl5,>7,5Ts BEDROOM 112
GARAGE - - BATH wu
WAL O0N5i.TO DE 24s o MIN.R-15 3/ APA RATEP 'qq�
06"0,W/1 LAYER 5/S" AT RIM 2x6 EEANINJ WAL 06 SYEArlfw, N
Tl?c X GYP.WARPFIRST FLOU2
I'-2 S'FA,WAT (jn OONCRETE 4" FLOOR JQI5T5 PER FLAN �_ IOAT
ELEVATION YJALL EIEVAT OARRY"6 PER ROAN m --10 8°ERADE Sala 1/6'-1'-0'
OeNq�d by QMeCkk
FS-25 R-II IW..0 AT64 TO ta� �� - —U6 N01 5YP P.T.SU.RATE p�Pa 6-2-oJ
EX7EN7 AS"Cf10N FN WALE AWAY.RED Nf0 FO,MA7ION WALL
GITUdNO[r DA�ffROOPINS,Tl?� CELLAR W/1/2.'STEP."NOR C0.T5 0 6-d'OG
A"caucm a4 i3'-li3' EMUOPEP T INTO WALL(rvPlcA_)
-6'-5 I S"5A�gNENF BOOR
MILIDING 5E:CTION E1EvaTIa A-4A
— SHEET NO.
TJI ROOF A55JEMBLT:
2209'rO MUR606 511MLES
15#M-PM fflT
12 RE&WATER SWAP -IA"WO!DaERIOR WAU
1/2"APA RATED 05�,alEAMINC, 0'a,06(1w) TV99MANE
®EAVES AWf ttA 6PA�E AND ALL VAJZY6
T'20'
RE 3 A.��I- -'4"
-W,
W 47
@ 5 NEAT
EA TED ,ED
w/ql-CLIPS AT 24"0 .- 1/2!'APA RATEP 05D.affhM W/11 tUF-0 U"Z
12 r,
rd RAMBI,6 0%A"Ob,PEP,PLAN
G -w-R FOR wmov TAPER R-V KRAFT fAaP ftWIZT 1145,1LATION
a'fNNe I.-,, ——
-MVROLAM HEADER MR PLAN lx�5TVaEP LEDGER FASTMP
6ANI'LEVEREP INTO KITO-EN TO TAPER W1 W NALI 2,ROWS ICE AND WATER BARRIER
TO 5LIPPORT WALL ADM 2�-I`IN51DE EXTERIOR WALL(TTP.)
A50VE 2.0 1-1 ftATE Nr.LOFT ."VAI r
T ----
RAF Q22 TYPICAL EXT. NALL ASSEMBLY:
,7
SC 1tWRAL PEATAL
- ON 6fET tl FOR HORIZONTAL VINYL Wm
WSl lmr% INFILTRATION BARRIER
ALL�7AR6 [Ir APA RATED 05p,WALL'IvThm
L IN6 ROOM IV 24 5u WAI a 16"04.
5-112"5ATT N5tlATM
A ML YE PEV.P.
J/2:'fYPRM POARP
-w IL
1�724 NO2 SYP PT SLL PLATE
lk 4 F WAVE
sE
MMW INTOFaWATION WALL
CELLAR 156LTS 0(
MAL)
uij
4"FEWORATEP FOOFM PRAIN
Al STIM DEP AR"ENTIRE PROVO 2:'x4"KEYWAY WTWEEN
PERv,BrrR OF Fwnw,.cam-67 FOOrlif,AN)FaNIPATION,OR
BUILDIN6, SF-r-710N TO aw PIT V-#4 POM16 AT V'O,
2
TJ ROOF A55EMBLY:
1 KO MfERLUS 61INDE6 20# P;4
W,MELT
uE&WATER sH EAVES MOVE_12 11V MA RATEP 0.6,6.6TATIllif,wM aF, "'j.,
TJ RAPTER5 0 2A"04�PER RA
U6 5w WALL MT ON 12 Q)
TRLWS OVER LOFT AREA (2)2.w�WWI NYS APPRAEP TRLr5E5 R-V KRTT FAO®MM'Er M"TM P�
TO ALM 0 zo-oz 0
WITH wuaA
am T Tmr-) F OF WALL TO FACE OF MAM
/-ZTTI TRL)55E5 U OVER MWW,PER FLAN-\ ffi II o W-5. WAG
20 5RP WALL ON
1-1,12 HEADER TOTN AREA II II II II II II
ILANT,.1F
-POILME 2x12 TO SYMT11 it -2,ROWS ICE A14P WATER BARRItER
WALL LOFT 2-0'INSIDE EXTERIOR WALL(TY'P
PLATE HT.
6-�1�6 PLATE Hffr 1* LPQJ 11 j 70
Pam 245(my")JPfR PLANT
tLtVAI IM POLDLE UIV5 TO AJW WITH
KITCHEN POTT6m am a TRIrl. I
FOYER m BREAKFAST KI MINIS
j
FIRST M.M
J21r5 PER PLAN E.EVATION
--I�-6ARRY TM6 PER PLAN Y I kd.
FRAMING SEC f5-25 R-11 INDLLATM TO PER PLM--- D.uFM by GMdU
5Y?P.T.6UL PLATE
SECTION @ FOYER N �72--
EXTEND 4?r NIOW FIN.5RAPH WIOREP WrO'CLINPATION WALL Date 6-1-03
NUMB PAIVeROMMI,TYP CELLAR W/1/2-59R"AlOR 156LT5 @ 6-,0 04
-,
6aCRETE 5LO 045"7'Hro WALL(TYpm)
OR& PASMW MXR
EEvanaN
BUILVINC5 15ECTION A-4b
SHFFT NO.
t OF WINPONIVOOR
10
RATE HEICAIr
-JxA CEDAR TRI
ffELY
PLAT I
RATE WAV W-
Nr. Q FLOOR L
E ME16HT "J�Off:My HEADER Hfia-rr
.4
Li Lol I
ED Ell El
FIRST FLOOR FLOOR
�E-i--
nl
PLATE HEictfr
I u IS.
PER
L111AR. Kq COLUMNS czwrrlR SJTE
ON
� 8:s-6
-------------1� I I I I I c O
FRONT ELEVATION r�6r
REAR ELEVATION cq
7g
OPTIONAL YVqY,,Iff 15AY
rz
10
12
HEEL HT.
DAY WINDOW T T
-----------
"--T-T-11
V,
SA,
FIRST nA49
4t T/R ATF Wlr�
r
'77 11
Designed by:C.M,di,k
Wt�: 4-11-03
BUILT-IN OVER FIREPLACE DETAIL �LA��EMENT FLOOR
OPT. LOFT/BONUS ROOM COND. LEFT SIDE ELEVATION A-5
SHEET NO.
GENERAL NOTES
ply-RIM W/IIANCERS®WINI DCL.RIM YVIHANCER6®WINI i.MICRO-LAM(M.L.)BEAMS AND TJi's TO BE
INSTALLED PER TRUSS JOIST CORPORATION
--- _ _ RESIDENTIAL PRODUCTS REFERENCE GUIDE
NOTE: OVERHANG TREATED SILL PLATES 1/2" 2.HOLD FRAMING MEMBERS 6"CLEAR
BEYOND FND.WALL TO ALLOW FOR FURRING OF EITHER SIDE OF WASTE DRAINS AT TUB JOIST AND BEAM LIST
�PT.GARDEN-LEVEL `� Tol EIT AND SHOWER STEwDRAIN I AT TUB
AND SIDING E END WALL AREA(REAR&GABLE SIDE WALLS) ARE FROM CENTER LINE OF DRAIN Plot Unit q of Net
OPT.GARDEN LEVEL BASEMENT 3.ALL FRAMING MATERIAL SHALL BE ID Length Product Qty Plies Qty
q2 SPRUCE-PINE-FIR OR BETTER it 38' II 7/8' TJI/Pro-130TS joist 6 I 6
I J2 35' 11 7/8' TJI/Pro-130TS oist 6 ( 6
z_^Iw,l,�-. 6_57• Ir-----»- Ise-u^ -- 4.FIRST&SECOND FLOOR DECKING SHALL BE J3 34' 11 7/8' TJI/Pro-130TS Joist 2 1 2
INSIDE TO INSIDE OF BEAMS 3/4''WAFERWOOD-GLUED AND SCREWED J4 33' I1 7/8' TJI/Pro-130TS joist 2 1 2
5.BLOCKING UNDER PARALLEL PARTITION WALLS ABOVE J5 32' 11 7/B' TJI/Pro-130TS Joist 1 1 1
A2 A2 A2 A A2 �„u9.�.�'ENON-�Gf,ARING wnLLS, J6 30' 11 7/8' TJI/Pro-130TS Joist 2 1 2 =
EARI WALLS. J7 29' it 7/8' TJI/Pro-130TS oist l 1 1
1.75 I.75 A2 1.75' 1.7 i.75' 6.ALL JOISTS FRAMING TO BEAMS SHALL BE J8 28, 11 7/8' TJI/Pro-130TS joist 1 1 1
A2 - = 1.75' - SUPPORTED By SIY.PSON W210 METAL JOIST HANgERS J9 27' 11 7/8' TJI/Pro-)30TS Joist 8 1 8 2
��.- / -= ca SINGLE JO15iS-uZtO-2 ®DBL.JOISTS N.O.(U. ) JIO 20' 11 7/8' TJI/Pro-130TS Joist 10 1 l0
L 75 /I - f4 ill 19, Ii 7/8' TJI/Pro-13OTS Dist 1 1 I Q
7. ALL 2rto FLQ,OR JOISTS FIRST FLOOR FRAMING J c"o
SHAu_BE t6 O.C.u.N.O. J12 14' 11 7/8' TJI/Pro-130TS Joist 1 1 1 E-:
J13 I1' Il 7/8' TJI/Pro-130TS.Joist I 2 2 a
8. ®INDICATED BEARING PARTITIONS ABOVE OR BELOW J14 10' it 7/8' TJI/Pro-11 Joist l 1 I
I I I I J7. PROVIDE SOLID BLOCKING AS REQUIRED A 7' I1 7/8' TJI/Pro-130TS Joist 2 1 2 E.S
J16 4' 11 7/8' TJI/Pro-130TS,foist I 1 I crY
011I ( I I I ( I I I I I I 9 ■PROVIDE SOLiD BLOCKING TO UNDERSIDE MI 17' 3/4' x 9 1/2' 1.9E Mi[r¢I lam LVL 2 2 a3a
�-I OF FLOOR SHEATHING FOR TRANSFER
OF POINT LOADS.RE: t D-2 M2 41' 1 3/4' x 9 1/2' 1.9E Microllnm LVL i 2 2
/ M3 41' 1 3/4' x I1 7/8' 1.9E Microllnm LVL 1 3 3 =
10. DENOTES PLUMBING DRAINS-MAINTAIN 12" M4 21 l 3/4' X 11 7/8' I.9E Micr0llam LVL 1 3 7 Q � c E}
- CLEARANCE TO FRAMING MEMBERS MS 14' 1 3/4' x 11 7/8' 1.9E Microllnm LVL 1 2 2
I _ M6 IS' 13/4' x II 7/8' 1.9E Microllnm LVL l 2 2 ^^ Eke
N I I I I I JI016 3 ( I I I I I I I I I I HANGER LIST-Simpson Strong-Tie Company, Inc.? Z H o
09€ a
6.
Plot zy O
J3I IM31 IH1I 7 1 I I ID Qty Product LabelTop No I is Face Nai(s Member Not is Notes LEVEL NOTES O
HI 4iUS1.81/11.8$ 8-NIO (ll(5)
--� H2 IIUS 1,81/11.88 8-1Dd (ll(5) File Name: woodruff.JOB �+
j .i J2J 3 I Hnnger Notes: Level Name, FIRST FLOOR a o E s
I I I I I IJ4 Jl I I I ( III I (ll Indicates non-stocked hanger Plot Date: 5/24/01 13:42 Q i"r�r
JI (� (5) Backer Hacks Required Design Date: 5/24/01 13134 Q >oE
• JL I A2 �� C SYMBOL LEGEND Drawing Scale: 1/8' = 1' f("1 OO v.=_o a
1.75''J1 Status:
�I 1110 114' J TJI Joist Type Foundation . Foundation
9 FIRST FLOOR....Plotted
II - M Rectangular Product Type 5/24/01 13134 oe n_
J BearingRail SECOND FLOOR...Ready to Plot
4 G
o - - REQUIRED BEARING LENGTHS 5/23/01 16:5B
L I I H2 - Mi 4 L - Beam NOTE: Level design tines indicated abov
1 Bearing X Column(CBD) provide assurance for proper level
.3 Jt4 . HI I� BI Warning k Label Length stack ing.l Upper levels must have eariie
H 1 I MS(67> 12 6' H Hanger Type design t mes. y
II ( I I O Hanger Symbol Design Methodology: ASO
JIS 2� M3(26) 5.59' Pc Parallel Closure Type Floor Area Lo¢ding Is: .4)0
_ J14 I I I n, 40 psf Live Lond
III I 3(J M3(26) 7.71' III, Blocking Type 12 psf Dead Load 'Z
Extra Blocking Maximum Joist➢ef le[tion: p�(a
r Jlo ' ' ' ' ' M1 (117) 5.31' (Lineal board length for panels L/480 Live Load
different from the O.C. spacing) L/240 Total Load
A2 J 0 Headers not listed requir Rn Rim Type TJ-Pro Rating Information:
A2 1.75' °V- 1.5' of bearing length. yp Weighted Average: 53
- Point Load Lowest Rating 46
1 . . • .2 . • Sa pequt widths provide O Highest Rating 71 yy
2 adequ¢te bear ino
for Line Load Glued&Nnppiled Decking is Assumed 0.
175 I I ( I I I I Products not U sted. - Area Load FloortDect!led
23/32'�-OSH Assumed
iv O Detail Caout Label Normal O.C. Spacing=16'■ �
(See Butlilder's Guide or Pocket Guide Default Wait/Beam Width: 8'■
- Bearing Width Labe( Standard Rim: Rmi■
IJoist Layout Symbol Standard Bockingi Bkl
A ` Level Warning
Header TJ-Xpert 6.11 (0675b; „..
- / g Wail Hder/Bearing Width Warning C6.11 D6.11 S6.II P¢�}tl -' K' '';,,.
1.7 'Unless noted oth vseA-<;•`' ° .•
ACCESSORIES LIST
Plot -.. Unit ti of Net
4'q 112" - IIt'6 172" ID Length Product Sty PI Ies Qty
` Bbl 1' 5/8' or 3/4' Backer Blocks 8 1 8 \ !� i Deel9ned by G•MeAak
Pci 33' II 7/8' TJI/Pro-1 GET
S Dist
-----------' Pc2 25' ll 7/8' TJI/Pro-130TS Dist I 1 1 (' '-^'
J o Date:1/20/03
Pc3 20' 11 7/8' TJI/Pro-130TS Joist 1
PC 9' I1 7/8' TJ VPro-130TS Joist
PC 3' ]1 7/8' TJI/Pro-130TS Joist
Eb 5' 6 1/8'11 7/8' TJI/Pro-13OTS Blocking Panels 1 1 1
FIRST FLOOR FRAMING FLAN Bkl 1' 2 i/4'11 7/8' TJ1/Pro-t3,IS
Blocking Panels 10 10
Shi 47 x 8' 23/32' OSBI/Pro-130TS 49 1 491 A'7
,,,HEFT Nn
JOIST AND BEAM LIST
Plot Unit H of Net
ID Length Product Qty Plies Oty
J7 17' 11 7/8' TJI/Pro-130 joist 9 1 9
HdI 10' 13/4' x 9 1/2' 1.9E Microllum LVL 1 2 2
(2)-2x6 tlEADERS AT OPI'IGNAL 1/t B. M4 11' 1 3/4' x 9 1/2' LSE Micro=Lam LVL 1 2 2
PAY WIhIDOJv
2x6 RAFfEt2 TAILS AT 2A"OL.
AT Gi'FIavAL wALtc-a)T PAY ACCESSORIES LIST
Plot Unit H of Net
M_ F�_ i.. ID Length Product Qty Plies Qty
2 / 272x12 Pcl 13' 9 1/2' TJI/Pro-130TS joist I I I - -
1/iB' Pc2 l2' 9 1/Z' TJilPro-130TS Joist I 1 1
Pc3 l0' 9 1/2' TJI/Pro-130TS Joist 1 1 1
OPTIONAL WALK-BUT BAYS Pc4 8' 9 1/2' TJI/Pro-130TS oist 1 I I
Bbl 1' S/8' or 3/4' Backer Blocks 20 1 20
Rml 39' 9 1/2' TJI/Pro-130TS I I I
Shi 4' x 8'23/32' OSB 10 I 10
Cl E3 2x6 SUB-FASCIA(TYPJ R10 JOIST AND BEAM UST •�.__.__---._
2-2x10 2-9 1/2"MIGRLLAM Hdl
"--"""--' Plat Unit of Net
t/t 4' t to Xb1 m .2 0 (2)-ZxG�6E1AJll� ID Length Product Qty PI Ies Qty
4 - •Jl Jl 13' 9 1/2' TJI/Pro-130TS joist 4 1 4 p
J2 12' 9 1/2' TJI/Pro-130TS Joist 12 1 12 O
_ x J3 I]' 9 1/Z' TJ VPro-130TS�toist I 1 1 2 � g
M4 T 1 3/4' x 9 I/2' 1.9E Mlcrol lam EVIL 1
x v x v I ( I I I ixN z x J5 4' 9 1/2' TJI/Pro-130TS joist 4 1 4 'O e'E
J1 L_) Iz 5J2r-P,nKE(TYPJ J6 3' 9 1/2' TJI/Pro-13OTS Joist l 1 1 µa asg
L_3 L_3 ( MI 16' 1 3/4' x it 7/8' 1.9E Mlcrollam LVL 1 2 2 r=
(-m M2 6' 13/9' x 9 I/2' 1.9E Mlcrol(nm LVL I 2 2 'O E�3
IJ-s1u• t/e' M3 4' 1 3/4' x 9 1/2' 1.9E Microllan LVL 1 2 2
J in J7 14' 9 1/2' TJI/Pro-130TS Joist 4 1 1 w7 En
LEVEL NOTES O 4 e s.
Osi
HANGER LIST-Simpson Strong-Tie Company, Inc..> File Name: woodruff.JOB
Plot Level Name: SECOND FLOOR
N3" •�T,6 "z" ID Qty Product Labe(Top Nai 15Face NaI IsMember Na i lsNotes Plot Date: 5/24/Ol 14:43 O �z€=
xz Design Date: 5/24/01 14:43 'B w
Hl IDIUSI.81/9,5 8-NID (ll(5) C�
➢rawin Scale: 1/8' = V B'e
7/t2 H2 31US1.8I/9.5 8-NIO (1) 0 -=�1 aF
>_ H3 IITT9.5 4-NIO 2-N10 2-N10 (U Job Status:
�fI I, I I 1�—�— a Foundation.. ..Foundation n "s
/ Airy -�, I I ' ' I I I .+ _ Hanger Nntes: FIRST FLOOR....Checked R �
<I) Indicates non-stocked hanger SECOND FLOOR..,Ready to Plot O g v s
- 16, 1436' 1 (5) Backer Blocks Required 5/24/01 14,43 rl�
SYMBOL LEGEND NOTE: Level design times indicated Abg,e
d xr pro"idegassurance For proper
xn _ J TJI Joist Type dsta esign lme5per Ieve is nusf✓,ir6ve�ar(I nFz
t - sinDEp AREA GEWIO ES 2x10 M Rectangular Product Type Design Methodology ASD C l'T ,t
- Fur_N eeNt '� 1.]5' 6FT1a4RAFT!R_f! 24"OL.,AT r///! 'L• Rr
wun's `\®'F GPfIGtJPL 60d-GA WINRO,M — Bearing Wall Floor Area landing Is• ''r {T =,.,yk ��`q y O
loO)'A�ME51oBCE 2-2x10 FIFADER t t0 AND WNJC-G1JF PAY 6"ITIGN'S = Bean 12 psf Lend Load (,J Or ! `t` v, 'b
ANNA:WTT scenox'o9 I e+ X Column(CBO) '' "J
Additional operator n t I ds hnVei( N
been added �L`;r 1 t1
e'-s 3'-0• 6'-iy' io'-a H Hanger Type ii a fALI
Maximum
Joist Def ledio 5c' q
(2}-2xI0 (2)-2xlo �, CO U25 To swaoar U Hanger Symbol L/480 Live Load `� r -,
mi—EVHALL A6pJE L/240 Total Load . +"
Pc Parallel Closure Type
BOTTOH To rouow Atr>Lm TJ-Pro Ratin Informnt ion:
1/e' Tlocli^Ro of trans Rm Rim TYPe Weighted Ave9nge: 46
Point Load Lowest Rat ng• 43 _ 0.
���,,�p�� O Highest Rat np+ 51
VLJ YJVI_ NOTES Line Load Glued 6 Nn�led Decking is Assumed
Direct Dec Ceiling 's Assumed
i.MICRO-LAM(M.L.)BEAMS AND TJFs TO BE Area Load Floor PCk ing: 23/32' OSB
INSTALLED PER TRUSS JOTS"f CORPORATION Detail Cal lout Label Normal O.C. Spacing= 16"
es-z RESIDENTIAL PRODUCTS REFERENCE GUIDE
Az w w (See Builder's Guide or Pocket Guld)Default Wall/Beam Width: 3.5'-
2,ALL 2x HEgbER5 AT BEARING WALLS GgEATER
THAN 5'-p SHALL BE SUPPOpRTED BY(2J 2x4 _ Bearing Width Label Standard Rim: Rif■
—_— STUDS AT EACH END(U.N.O.).
3.MICRO-LAM HEADERS AND BEAMS SHALL BE +n Joist Layout Symbol TJ-Xpert 6.11 (H675) A
SUPPORTED BY 2--2xa's w/t/2"FILLER O Wall Header/Bearing Width Warning C6.11 Db.II 56.11 P6.I1
(A EACH END(U.N.O.) Un(ess noted otherwise
J i C, 4,GIRDER TRUSSES SHALL BE SUPPORTED BY —`
2-2x4's 0 EACH END(U.N.C.) REQUIRED BEARING LENGTHS
5.ALL NON-LVL FRAMING MATERIAL SHALL BE Bear in
rye SPRUCE-PINE-FIR OR BETTER 9
Warning H
6.ROOF DECKING SHALL BE 1/2"WAFERWOOD. Ml(2 Length
O0) 2.52' DesigneE by C.Medick
8. ®INDICATES BEARING PARTITIONS Headers not listed re qui a Data: 2-t4-03
9. ■DENOTES 2x4 SUPPORT STUDS-SEE NOTES#2. p3&p4 ABV. 1,5' of bearing length
RE: 4/0-5 Sndegrate�bear ng fore
�„.,^^� FLOOR
10. t/g' BEAM/HEADER LENGTHS ARE SPECIFIED IN BOX procts not listed. e
TS�E.�p�GpO��//�T7��77gg••'��FLOOp�� 11.2-2x6 HEIRS, 0 EX'f. GABLE END NON-BRNG.OPN'GS A-o
JC'J10['ilLVJiJLL�G JCJLA
SHEET NO.
JOIST AND BEAM LIST
Ptat Unit q of Net
ID Length Product Qty Plies Qty ----
JI 17' 11 7/8' TJI/Pro-130 joist 9 I 9
Busses M5 16' ( 3/4' x 16' 1.BE Micro=Lnn LVL. 1 2 2
M4 17' 1 3/4' x 11 7/0' 1.9E Micro=Lnn LVL 1 2 2
Simpson LSTAIS strap
with 12-10d x ID"nails. -TJI Blocking
2x4 one side. T'
Beveled be0rin Q 2x8 lodger
Use 2x4 both Microlmm 1Tvt, g g
p,' J Foslen //j rows i6d -
cF sides if joist POrGIIGm ESL or R14 Q iT o.c.staggered
z
F spacing is greater TimberSlrand PL I HIGH END O q
Axa4 re ec.ve
than 24 o.c.
2 rows 8d,(2T)box -- -R_T-12c
nails of 8' O.C. C
-- -- �i O
Beveled __ __ JI
./2x4 block ( I I I =� O eE:
I
-Beveled bearing plate required �: i I I I /e' � n E 6 E
oa,ed
when slope exceeds I' per foot - �
M5 .ti dsv
R10 2 LOW END I i I I ii 2 a 2 R14fl
RE:I/Al 04 i JL_ _ Cq 5
i 12• y
O
J11AY _ - - 2xb6, ASTEN W/ -d L+ I Ib S•L - - -_-
OttI I y RT- a1/12 1�'' y IIT..NT C 011,
_ 12
6: I �WUS
axis uvxa trcEaurx€14r I I ( I I I ( - i 12' RT-4c TO R 6-ILE h IvAM 9EID I 1
I It _ i l�>®��avwe�a �, I I I I I ( � ,� _
RT-4G
6:12 p
2 66 I1FfftS
1
ceDore itt I I I I I I I
II oonEo ancns x wA,Ex nAr ED AREA�E�.�ps 2xb OVERPRFMM(
II 6:12 oio M6M exu![�ocAnaHs 1 I / @ 24 OG-GElE7E'.A"IFhmINb WLER GVFRrWMIW,I 1o:t l0: -xAv-vnoa(ia7 o srruarss I I I I � Gtl
TO A1DN FOR PRLPR VENTILATIGN-2x8 RIDGE scnie: i/fl'=t'-o'
p 1 1 1 1
Designed by G.Medick
�DIVERTF � 24
Dole: 2-14-03
46 5U6-FA5'IA(TyP)
`r v
Iz"On. b�f_d'
ROOF FRAhff YG IPL&N A-9
ROOF PLAN
50A`e�'/16-_''-°' SHEET NO.
WINDOW SCHEDULE Silverine Series 2900 Windows
I--Do frame g Doyfigh en W i
Key Type I Size Rough opening orea/sf xH(n s'q.ft. area/sf Uvalue area/sf
57-5H 13450-2 E'-0 1/2" 55h 55.25.5 16,2 126.3-1 .35 12.4 1 SHEETROCK OPENINGS
1 E3 FX 2b,50-5 7'11 112".5'-0 1/2" 3q.6 -- 1-- 130,52 .4
SH 2b,50-2 5'-4".5'-C 112" 26A 21x255 4.8 120.34 35 Ph DOOR SCHEDULE
2,_5 112,�.5�_o i/2�i
I SH 2b50 2 0071 27x255 408 IOA-I .35 4.5 *INCLUDES SHIM In,
E FX 5050 5'-0 112"x 5'-0 112" 26A 2LOI A -- Mn��ope <
F FX 5020 5'-0 1/2".7-0 1/2" 642 4409
, a
r, rx 5016 5'-0 112".1'-(,112" 4.1 KE't DOOR SIZE .2 NOTES ROUGH OPENING
24e,
H 5H 18,50 l-b 1/2".5'-0 112" e1C, 15.25.5 2.1 5.65 .55 2.1 1 50615 x I CAPEIONITE FIBERGLASS 31-2 315m X&'-!O 1121.� 21 35 6
'0� E_" / -TA- s578 W5
FX 5044 5'-0 1/2".4'-4 1/2" 53 A 0 - DLT. 6ARSONITE F15EFZCLA% 4'-3 3/4'X V-10 112" 2q 35 0
5H 2050 24-O /Xx54-0 1/2" 03 1jx25w5 3,4 1416 ,35 3A 113 306b H12 5OLT5 X 6ARDONITE FIBERGLASS 5-5 WX V-10 112' 31 755 3;
50.5 3h,2505 505 23.36 35 U.0 T- X 6 PANEL MA50NITE 2��"X 6-0 1 2' -
L 5H 3050-2 6*�044X 5h�o 1/2" 2 oba
I-I =�=
rx 2E520-2 5'-44'�7-0 1/2" iomq �-_:z_1.13 A -- 3 2468 7 2'-61 x 5'-10 I
I N SH 12030 7-0 1/2"x3'-G 112" 6.2 1q.13.5 1.5 3.qq 1.35 1 Le, 4 215615 x 11-1.X V-10 12'
f SH 3450 5'-4 112"x 5'-0 112" 11 35.25.5 6.2 13.111 .35 6.2 5 50155 X 51-FOLD 5'-I'x 6'-9 5J0°
CFx 2816-2 5'4".1'-6 112." -- b 40bb 131-PA66 4'-0m X V 10 114'
1 R FX 4016 4P-0 /2PIx 15-6 112PI 6.2 3,55 .4 --
1 606b x FRENCH SLIDER 61-11 x bi-b 510u 40 .35
�5 514 5050 15'-0 112',5-0 11/2" 153 5lx25.5 5.5 11.68 .35 5.5 x 131-PASS 50bb 51C&x 6'-lc)im,
T rT 5/4 1'-5 1/1",2'-11 1/11" 11, 11,61 A -- q bOb5 -PA55 V-Or X 6�10 1/4'
EYE E564b 3'-0 1/2".4'-1 1 " 14 034 0 166A X LOUVERED 131-FOLD .11-11 X 61,51b*
FX 4040 4'-0 1/2'pxl�-O 1/2" 5 12.54 A 1 1,5070 OVERHEAD
f�-X-5420 54�4 112ppx 7�0 112" boll 4462 A 12 2065 1 X 51-FOLD 2'-1'X 6'-q 5/8'
2665 1 x BI- 6
FX 2822 2dm8 112"x 11-10 1/2dd 5+1 A FOLD 5/8*
Y _.z:_ 14
5H 2450 2-4 1/2"X5_0 1/2' 12 23x2505 4,1 66 L35 4.11 15 3068 x BITOLD 3'-1'X 6'-q 5/8'-
iz FX 2020 7-0 1/2".2'-0 12" 42 2.51 A -- lbbb 5 PANEL MA50NITE I-b'X 6'-JO 1/2' E
16 2-20bb
AA 5H 2646-2 5'-Oppx 4'-6 1/2pp 221 25x22.5 I 5A 11(,15 .55 1 7.8 X 6 PANEL MA50NITE 14P-2'X 0-10 02�
5.2 1 qo&b X -b 5/
4"'4"
4040
�",2"
R'2 C)
F2"2
_4"_,
!I AE35 5H 5444 5P�4 1/2'x4p�4 IX 14.b 35 21.5 5.2 1.24 .55 0
Ar, C,T 5/0 3p-0 1/2".I*-b q/16" 5.2 -- -- 2A9 .4 18 2868 x q LITE-(,APWNITE 21-10 3/6'X(,'-q 3/4 M 25
�AV GT 4/0 4'-;5/5"xZ-5 1/5" q.3 5.13 A In 2865 x FULL FLA% 2P-10 3/6--X""3/4. lq .55 0 -E
AF_ 5H 5460-2 bp-bp'.6P-0 112" R40.3 35.31.5 71 522 1544 20 266D x WAD MIN.FIRE RATED 2'-q-X V-13 IR
AF 5H 21560-2 5'-41px OP-C)1/2" 32.2 27x51.5 5A 24,84 1 LE, 21 5068 FRENCH 9-JOER 5�6 I/4'X V-5 5,81 33 T5
A& 5H 20bC1 7-0 112"x 64-O 1/2" 12.3 1q.31.5 4.2 11b46 4.2 22 406�5 X IE-FOLD 4�1`X b'-q 5/a' - I- 1 -2
AH EYE E563( 51-0 1/214x34-7 1/16" 11 7.16 .4 -- 23 25bb X b PANEL MA50NITE 2'-10�X 5--10 112�
AJ FX 4020 4'-C>1/2"x 21-O 11211 E1.5 24 6068 -FOLD -I'X(,-q 5/5* 21-61
,7 7 5+67 .4 X Elf 6'
-Z-75-
AK FX 2520 2'-8 112'*.2'-0 1/2" 5.5 -- -- 5.56 .4 25 bObb x FRENCH 5HIW, (,'-O'X(,'-e5 5/5'
AL FX 5020 1"
-0 112".2'-0 V2` 103 7.21 .4 26 2668 POCKET 5'-1 514'X 14-0 1/2'
Am EYE E5524 :T1- I
px'57 s74-,7 is-is 711 A 21 qolo X OVERHEAD
215 3058 X ROCKET 6,�J 314"X 1'-0 1/2"
AN FX 1 551(, 5'-5 114'x V-6 1/2" b3b 15.bl .4
AP EYE E5624 3'-0 /Zx '-1 1116' -Lb-1 2q 3065 X 5 PANEL MA50NITE X V-10 112'
1 .114 .4
AG 5H 3250 3'-2 1/2'x5,P-Cl 1/2' (1.15 33x25.5 5.54112A3 35 5,54 30 qobb x
31 150,10
AIR 5H 5250-2 6'-4"x5'-O 1/2" ELq5 35x25.5 5.54 24156 IOb x OVERHEAD
AE, 5H 2856 2*-8 oZ�xE-b 12* l5oO 2lx2br5 5+34 H050 534 _3L2 22155 X 6 PANEL kk5ONITE 2'-4'X V-10 112'
AT 5H 2556-2 51-4jlbx5�6 112" 26056 241x28.5 5,54 2205q 35 01(lb _L3_1281/RCTRI214 X STEEL/FULL(,LA55 V-0/4'x1*-iO 5/5'
AU 5H 2450-2r 4�1) /-'*X51-0!/Z' 2514 25x25.5 4.1 110521 05 862 34 2abbIP(TR32M x FULL LITE h/TRANSOM 2`10 3/8mxy-O 3/4w
AV 5H 3060 5'-0 112".64-0 1/2' 0.371 E1.51.5 6.1b 4.20 35 615 1 35 2465 1 X POCKET 4�q 3/4"xl'-O 112' 22
36 2-20b8 x DIVIDED LICHT 4-2 1/2*x 6,-U, 7--
6 PANEL MA50NITE i 3P-2 3115xb�10 112'
zz.- _:z_ SLIDER W TRANSOM 3/,)* 41 "35-
4'-2'X 6-10 112' - -
2003 COPE UPDATES
51 S.F.of Ecjross required on 2nd floor of habitable rooms 4%Vent raqtred In any babitoble room
5.0 5E,of Egress raqvi,ed on 151,floor of hobltdblo rooms 13%C1.91fight eq&.d In N habb.l,,n r-
lillm..1,1th oj,.,ilrq=20 I,efie5
Hdrub h.lot�eroq 24 Inches
F'5 0 sale:n/a
,21,4
Designed by:G.Mldi,k
Dole: 2/04/03
WD-1
--T III