2002-909 (2) GENERAL NOTES
5--0 TAPCO MONOP05T 11 GA.STEEL PIPE COLUMNS
3 isULATION MUST BE 13Y AKRON pRopUrTS CO.'OR EQUAL FASTEN I-V
___0 l�p r, TE FASTENER PER F105T
Cov� � ": i, : :(AK1,USTIBLE BARRIER CO514TrIR75TEEL POSTS TO HOOD BEAM5 W2 bd NAILS
-0" PER POST,TACK HELD STEEL P05T5 TO STEEL BEAMS
1. •CONCRETE STRENGTH I REINFORCING PER A.G.I.CODES
ON 24'DIA,G T1 2'-0" _25.__0 -_ BITUMINOUS-A-
12"DIA,CONIC ETE PIERS 2' 0" 0" ',[1 U1 S T BE P PROOFING PER N.Y.S.CODE
'rTE TT
OR �I " �9�0
16,�xje,"xGI CONCRETE T 01NM,55 2 NINCION WELL SIZE 4 DEPTH TO BE DETERMINED IN
SU LAP BE COVE _021.� 7'- FIELD AS REWIRED
B.�A R R I E R 112"0 x 10"ANCHOR BOLTS AT ALL EXTERIOR HALLS
a�Mr HIROPH 12-FROM ALL CORNER/OPN5 O.C.MAX(MIN.2/PLATE)
y MINUTE TH AL BARRI R FRo,,/I,VE 2x,4,,KEYKAr BEThEEN FOOTING 4 FOUNDATION HALL
R 2 4D r
MT_Y =L5 @ 4a"O.C.W&"IMBEVEIMENT INTO EACH
M WINDOW
-----------
4'-03" 2-9, 2*-9f _� — — GRADE
TO BOTTOM OF 11IN&I FROM
q�1/4"H X 4 1/2;".j TIOUIRED IONIRI
T NIN N 4"D BM PGr FOUNDATION(TYP) BEARING CAPACITY USED
B;MT x 3000 P51 ALLOWABLE
LL AEL 5 r
4"CO WARM SLAB 0 THEE, _Fo,�.--,1PSF.
'3 ' ROE
NFOR"N.'TEEL TO BE Fy=(10 r5f.
A ON 4 IN�NXLOR TO 46'BELOWFIN GRADE
q 5/4"N X 41/2"N �A FIL 11
IN q I INSTALL F5-25 INSULATION
I -XP05' GOLD
8,-�POURED CONCRETE X 4"D BM.PGrT. AT PERIMETER OF CELLAR EXPOSED 0 C
FOUNDATION(TYP) LOCATION OF FURNACE I H.W.T.15 APPROXIMATE
3000 PSI WARM SLAB PROVIDE 2 EA.-4
PC E55MT NI T RE5AP5 AT FOOTINGS PER 5111 101".
T SLAB
-_NC
ON 4" ACTED
5000 P 1 9 I 1P,
"��FOILLP 1)GRANULAR PC -5 TEEL PIP
P E
PC z 01 r U..ON PIP ENT
I11MT NINDO 0 1) CC:�N 'd Nil-ARNENT
Z, I GONT INT5— XIS' O PETE FOOTING our inlited examinabi, 11TW
mrAw ce w.h our comments shall
q 3/4'H KTP t be t d i dicating the
BOVE
5 IF X BM.
J nsan SpeAcations are in ftA F 11 1/4'
,'O_T 1"' - o "w�_T_
XIS"CANGRETE 11,11 GONT I DINTS L mplw ce vo h the code, KDUT
=A4 x
POST �IAND L I ER,,�,' I 1 1 I]J4 11
P Tq 3/4�H X 4"N UP 15 ED -
BM.P6K 5"EA, PN HN JP�LAIN
_U
Pr
954/A4 5�.
,/4 Ei X—C
x 41p�111mx VT. up 15 SO RSER51 3' T�', INDOW
0 "EA.
7-ZTTCH "55. 7,
FUN
�XW'CONTINUOUS
"XtP T1 W
LUE PC �NN Y SECTION
r To E PRI�55,TRTP 2500 P jD.
_2_12�p
P�, T5
3,110_ CONTROL JOIN
7'
ELqT,ICAL SYMBOLS
F_
5
IN 0FI
h
d
h
s t
d
n
L d x I ND 0
ICAL SYMBOLS
GONG FOOTING CON"NEN'S
P5' \4\ LA. OUTLET
FLEX 11111111111 CUTLET
TE
_2520 W THICK0
C,0N JOINTS LA 1'1� AIEAiv _ _ _,_____OUTLET
A OUND FAULT 114TERUPTER OUTLET
4" 1 1-I ,, , I
'InAl I T11 STEPPED 5
HALL SWITCH
1 4-- HI 5L b` CK 5L^D 5-NAY 5NITCH
CEILINGMOUNTED
]N(_� MOUIT LIGHT FIXTURE
STEPPE SLUNEXCAOPE UN C INCANDESCENT
FOOTIN PORCELAIN FIXTURE VI/PULL CHAIN
STEPP
FOO7INC -TER
'I HOLD DOWN TO' GAS METER
__
PER SITE CONDITIONS
PORCH AND GARAGES 9 AND OVERPOUR EL16TIRIC METER
3'-0' 40 N ETEE N
'P C
NU,
-I FND.I
-0 r
�10110Z`TFGRANULAR
_REINFORCING .4
CONTR L JQINTS STEPPED
—0 FOOTiN& L
PORC AND G I AFRAGE SLABS .2 LL—Z Xz�
4000 51,,CONC RETE 5 3" T 1,
,0 ANLIAI�L I�NN IFO INCANPESI�Nl
OF
C Mp
'111iT MOJ TE ULAR OCT 2 5 2026 UP FL'�/�(('�,�'-6pAN"N'TD""O�TVrF'�P�POII�Ll i I _ ', 11 B_OMF
W.W.M.
4 20'-0"
±IaA
TOM FQ Ry
j I W47�40 ON ENCH FLOOR LNEL
6DJAC NT TO BEDROOMStSMOKE
BUILDI &
4 _O F-1
REVIEWED By
FIFIN
A FOUNDATION PLAN FOUNDATION PLAN
SHEET NO.
T
3 Mayfield Court 5 Mayfield Court
GENERAL NOTES
I.WINDOWS IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 4 5OUARE
LEGEND FEET.THE MINIMUM NET CLEAR OPENINC,HEIGHT SHALL BE lb".iHr-MINIHIU.NET CLEAR,
OPENING WIDTH SHALL BE 15",SILL HEIGHT SHALL NOT BE MORE THAN 42"
A.F.F.a ALL ABOVE GRADE STORIES.
SMOKE DETECTOR
2.PROVIDE 5/5"TYPE 'X`GAB ON BOTH SIDES OF COMMON JHALJ_5 OF ATTACHED GARAGE, Li PC j
PLANT LEDGE AND REMAINING GARAGE WALLS a CEILING,
T
ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERENSE.
, H-
4.PROVIDE PROPER BACrINC FOR H05E 5105,FIREPLACE MANTELS,PANEL MOULDING,
5" RAIL IN65,VAN]TY TOPS, D.--.,b 5
PROVIDE FRESH AIR FEED FOR FIREPLAOE PER NYS CODE,
6.GARAGE NRIDONS 00 NOT REGUIRE LOW E GLAZING,
z—
1,GARAGE ENTRY DOOR TO BE 5/4"HOUR WITH AUTO CLOSER INCLUDING METAL JAMS. a Od
5 MG
R.O. 14 112'X 24"BOTTOM 9 45"H.F.F.
STEP EPPAIL R.ALL NON-DI MEN51ONED HALLS ARE:GARAGE EXTERIOR-3 112'
AS F011 0'.8' �CREENED] OHOLSE EXTERIOR-5 112"; HOUSE INTERIOR-5 112"UNLESS NOTED OTHERN15E
PROVIDE FIREBLOrKIN&9 8'AFF.MIN,
PORCH 2,6 EXT,STEFS5 a If,"O.C.,2,4 BRNr,.STUDS&KITCHEN/BATH WALLS 0 16"C.C.,
1 2 5'-1 llb'PLT.HT.a 15T FLOOR,W-1 lb"PLATE ITT.RO 2ND FLOORS-UN O.
5*-5,"' 2' 5"
5,6'-IO 1/8"HDR.HT.9 15T 6 2ND FLOORS-UNTO.
E
DINING BALLOON FFEAIHALL-, 2.8 RIDGE BOARD—,, —1.2 DO,CEDAR TRIM
FAMILY
2�6 RAFTERS 0 PORLINS
VAULTEDIO!ILINU R.S.CEDAR PLYWOOD
MASTER BED
TO 0 FLAT 0 21'GO
2'HAL -HALL 8' FLAT F 6
NINI CAPry
0 T.SNACK BAR TOP
2'-4"2'-al�, 4'- 3'-7" 3. 6"' -, 8' 10," 4'-11j' 6 ill,"
KITCHEN
VINYL FLOOR
O'FLAT CLN6 PILL WALL Q iv 1'1"FLAT
AS 5IEGNN
V I
K
NI F
IAI R.S.CEDAR TRIM
DOWN IS ED
MSTR "BERGEASS SCREENING
BATHL
50"VAN 3/,1.PJ�P—DOD SUSFLOOR
FLUE 1_�J-11
o BREAKFAST Ll
VINYL FLOOR ;YE, 3/ RB,CE AIR PooQ
VAULTED
TILL4.,
VAULTED CLN&.
C0.0111CIDIE,I'D 11 tl
12*-B -D
2,12 PJ,JOISTS 0 1
5"-- 9.2'O.C.
CAPPED-6 HALL
IDA V 5P AFF.
> 2-WPT.2 P DROPPED BEAM _k,
BED #2 LL1 mo
LOSSHIM KI n 4Y VINYL
"A" 6 6 P.T.WOOD POSTS ON CONCRETE < In
HOOD STEP AS BE,n? —------
SHIM DOOR,17' OR 3/4L
CI
L T u 0
J,
v ENTRY 0
PROVIDE 5/5"TYPE'X"CNB
SIDES OF GOMMON 51"
�'N BOTi L
HALLS OP AIT CHED V��f J
GARAGE I US AND 5-2,6 PT', 6'-3" 12'- SECTION THRU SCREEN PORCH EN UP. CEIL 11 0 HALL CE 5".
5 A D ENTIRECEILING
COLUMNS
"A G RAGE
SLOPE CONr RE FE 4" 3 MAYFIELD COURT
WP320 CHICKORY
(N DO E� DATE
_6'-4 DRAWN BY I lD A-2
L---------
41., -----------------
DATE, 18 OCIGSER,2002 SHEET NO.
TYPICAL ROOF ASSEMBLY: E s
-2204 IKO'FIBERSLA5 5HIN51-155 W'.
-150 EOILDIN(,FELT 12
ICE 4 HATER SHIELD MEMBRANE-33'WIDTH a EAVE
ABOVE HEATED SPACE AND ALL VALLEYS
1/2"NAFERAOOP ROOF 5HEATHIN6"CLIPS 0 24"D.C. 12
0
N.Y.S.CERTIFIED ROOF TRU55E5 a 24"D.C.
R-50 KRAFT FACED BLANKET INSULATION OPTIONAL VAULTED GEILIN& E
-.1.L2 DROPPED <L IT 51EII IV ryE
_A E
D�NAL VAULTED CIELINr 'RE—
FTIO
12 3.5
H
:,iu 53
FAMILY FO I
MSTR BDRM BDRM 2
TYPICAL EXT. WALL ASSEMBLY: � 1
-HORIZONTAL VINYL 51DINO STIRTH
-INFILTRATION BARRIER A
1/2"HAFERNOOP HALL 5HEATHINC,
-2.6 STUD HALL a 16"O.G.
-5-1/2"BATT IN-1A)LATION
-4 MIL PO YETHELENE V.B.
-12"6YPSVM BOARD CELLAR CELLAR
PROVIDE
36"D.C.0 CELLAR
2 4 KEY HAY OR 12-1 4"CONCRETE SLAB 4'CONCRETE SLAB
44 DOWELS 0 -1—sLAe PER -CRENE,,SLAB PER
C,0NI)14b"O.G.@ SLAB GONP.
wc,"IMBEOMENT INTO FOOTING AND FOUNDATION HI
BUILDING SECTIONO2 BUILDING SECTION r5 A4)4
TYPICAL CORNICE ASSEMBLY: "'PER VE'T"T"' Lij C-1;
< E-
-METAL DRIPE015E 1\ S.A,PL,.l,,...
ALUM.FASCIA TRUSSES 0 24"0 C LJ
1
-211,505-FASCIA 0 7?
i12"CONT.VENTED VINYL 50FFIT 1-y a t,u� b J d' u
DINING oBUILDING SECTION 4
TYPICAL 1ST FLOOR ASSEMBLY: KITCHEN GARAGE
-FIN15H FLOORINC,PER PLAN
3/4"T46 FLOOR 5HEATHIN6-6LUED A SCREWED WALL CONS.TO BE 2.4's
11 I/b'TJVPRO 250 FLOOR-01ST5.lb'O.G. R-19 0 RIM JOIST(MIN.) 0
T.O.C. W/IXYER*TYPE X'G BOA RD
8'POURED CONC.MU:`—
WP320 CHICKORY
TYPICAL FOUNDATION WALL ASSEMBLY: CELLAR
-BITUMINOUS PAM F7N6 6".8"CO NC.WALLS �
D"POURED CONCRETE HALL;3000 P51
5-1/2'F-5-25 BLANKET INSO-ATIONI R-11
EXTEND 48"BELOW FINISH GRADE BUILDING SECTION rl'� A-4
-b"xIb'CONTINOOU5 CONCRE FOOTING:2500 P�51
(H12>4 PE-BARS PER 51TE G0NDITION5) —--------
POURED EITHER INDEPENDENT OR MONOLITHIC,K/5-AB SHEET NO.
�-- 75
Q� ^ K�l —__—___ _ ___—
c
_ nJ
/ -- — -
rYT1 lrrr=r1 `�, HEEL HT- Ra9°'v5v
7.1 L&40�11/H"HOR.TYP.IU.H L U.J
TTT �L1LI -� atoo=
JI, -- (.
0 ------ -
_ isto
T O.P F�ar
LATE
FRONT ELEVATION
='
CELLAR FLOOR `S
` LEFT ELEVATIONr"�p
r
12 \ "ti..�.' ...,E S iA :✓F
('"��OPTIONAL WALK-OUT �`,� O T Y Q7
`\.,, O HEEL HT- " a
7.f PLT.HT L1 L
FIREW4LL SIDE to" [EE
Fil ( r �� o>
IJJI _ IIJ LII 3D
Iil1 of III III III IEMMI W mo
- :i I Qd
7.,
W Z D
i - ————— IT.O.PLATE u O
16HT ELEVATION �—
.� 2x6 RAFT.
CLEAR CHASE HT MIN,
ELEVATION KEY
3.1 CONCRETE PORCH SLAB 6.15'STYLEMARK'WCHx6 CROSSHEADS
1/2"W.W,COVER 3,2 STEPPED FOOTING 6.16 J-MOULD L�ALL REC7ANGLAR WINDOWS
O 6.1 ALUMINUM FASCIA 6,17BRICK MOULD CN ENTRY DOOR OPT.FIREPLACE WP122 CHICKORY
6.2 1.4 CEDAR TRIM 6.182.6 ALUMINUM WRAPPED FRIEZE ED.FRONT ONLY 5EE DETAIL THIS SHEET
6.3 1x8 CEDAR TRIM
6.4 2x6 ALUTA. WRAPPED TRIM 7,1 HORIZONTAL.DBL 4 VINYL SIDING _
6.5 ix8 CEDAR TRIM RIPPED TO FIT '7.2 METAL FLASHING N0. RENSION CAK
6.6 i6"x65" VINYL SHUTTERS 7.3 DIVERTER STRIP
TOC Of HEARTH 6.7 76x51" VINYL SHUTTERS 7.4 COMPOSITION SHINGLE ROOF
FIN.R, h f.8 i6D 35" VINYL SHUTTERS 7.5 RIDGE VENT
8.9 CEDAR WRAPPED COLUMBA W/ALUM. STANDOFF 7.6 ROUND FYPON'CLOSED LOUVER.VENT /�
6.10 6"h 0 KEY #66OK-24 W/RABBET- 18"R.0. DI-111 BY,e.COOGVEY A-5
fs.71 1x12 CEDAR TRIM- CUT TO ARCH 7.7 TYPON'98510 GABLE DECORATION
]REPLACE CHASE DETAIL E:i3vmYL�NsoE/OU SIDEFGO HER ED Ta Go r VINYL SOFFIT VENT
6.141x12 CEDAR KICK BOARD 7,9 OR
tO NEUONAL SKYLIGHT
CTANGULAR LOUVER VENT-R.O.=18%24" DIT` to ncloeER,zoos ---- ----- SHEET NO.
t/H•_t-o'AT OPi.F7/'S FI E . 7,
3b----------- — - --- J015T AND BEAM L15T
__________-
Plot Unit a of Net o E
ID Length Product 0t9 Plies 2 P�,o_S
JI 4' 2-2x6 FLUSH BEAM 2 2 a
J2 38' II l/8"TJI/Pro-250 foist 9 I 9
.f3 32' II 1/8'TJI/Pro-250)Dist 4 4
a-2x12 v.r.uR. � J4 31' II l/H"TJI/Pro-250 foist 9 9
l''c 5 J5 19' II l/8"TJI/Pro-250 olet 6 6 Y;E,'-
O,SEw ma. Jb I6, Il/8'TJI/Pro-250�olst 4 4 p o 'o
.0 taT.a a MOMS Jl 10' II TAY TJI/Pro-250 Dist 2 1 2
v0�s slwf- a -- i.MICRO-LAM(M,L.)BEA145 AND 7JI's TO BE MI 3H' 1 3/4"x 9 112"IAE Ialcrollam LVL 1 2 2
INSTALLED PER TRUSS JOIST CORPORATION
e A2 RESIDENTIAL PRODUCTS REFERENCE GUIDE M3 12' 1 3/4'x 9 1/2"IAE Microllom LVL I 2 2 a Ea x
HOLD BACK RIM -1/T" �p 1l5'
FOR SCREEN PORCH JOIST p4 u'a E`o oA
- ARIN.ON END.P ! 113 2,HOLD FRAMING MEMBERS 6"CLEAR
OF EITHER SIDE OF WPSTE URAINB DI AT'E
-2x0 TOILET AND SHOWER DIMENSION$111CT1
ARE FROM CENTER LINE OF DRAIN ACEE550RIE5 L15T
3.ALL FRAMING MATERIAL SHALL BE .._......_................—...—. —
p2 SPRUCE-PINE-FIR OR BETTER Plot Init kOF Net
I ( I ( I I I I I I ID_ Length Product a4 Plies
4.FIRST&SECOND FLOOR DECKING SHALL BE PC) 55, l/8"TJ/Pro-250'0& 1
I ( I I I 3/4' WAFF.RW000-GLUED AND SCREWED Pc2 31' II l/8"TJVPro-2� Dist
I I 5.BLOCKING UNDER PARALLEL PARTITION WALLS ABOVE Pc3 5' II l/8"TJI/Pro-250 2t I
I ( I I 1 0. BEARIB ARIANLGSWALLS, Pc4 3' II7/8"TJ/Pro-250 clst I
Rml 95' II l/8"TJI/ft'120T
H q9 I J7 I I I I I ( I I Ib•-4 ALL JOISTS FRAMING TO Bg SHALL BE 5hl 4'x 8' 3/4"PI wood 43 1 43
SUPPORTED BY 51MPSON {I210"METAL JOIST HANGERS° y
(H SINGLE JOIST U210-2 0 DBL.JOISTS(UXO.)
7. ALL FLOOR 101 7 0 FIRST FLOOR FRAMING
SHALL BE 792 O.C.UA.O CN
J4
INDICATED BEARING PARTITIONS ABOVE OR 9
BELOW PROVIDE SOLID BLOCKING AS REQUIRED
I I I I 9. ■PROVIDE SOLID BLOCKING TO UNDERSIDE 81 3P.+ Tf, d W Itl
1 _ OF FLOUR SHEATHING FOP.TRANSFER
--- _ d OF POINT LOADS,RE: 1/D-2 1 1
1 q2 1 I I I I I I I I 10. EDENOTES PLUMBING DRAINS-MAINTAIN 12"
CLEARANCE TO FRAMING MEMBERS '"pN
w ,
17-24" I I I I I I I I I ( I LEVEL NOTES �.
I I l I I I ( I ( I I I File Name:rypress.JOB 1�
I:i•- �•• Level Name:First Floor zr�.txem �
I, I J6I I I I I I I I I I I Plot Date:10/23/00 0N:43 d Tn.bbl ry» W C`
Design Date:10/23/00 09:21 " Rocw,q,ly ao Tvw F„
Drawing Scale:1/5' = V REGI IRED BEARING LEN(TH5
O n. Job Status: x wMm lcro) ' F�7
175" Foundation....Foundation Bearing c� ao-ollm cax."T LJJ
q2 First Floor...Ready to Plot Warning 1} Label Length am TT
a'-10" Ll5" 10/23/0009:21 Oj
(— NOTE:Level desl n times Indicated above — Lro
L provide assurnnc for proper level Headers not listed re wire k
stackingq UUpapper levels(oust have earlier LS" of bearing lengtq'n. p bl mien Itlwl W
q2 design Elm25. IeAlc"rs wlml �1
Ll5" Design Methodology: A5D Support widths provide — rqR,,5reu
adequate beatingq For w .MKl Lprtsl
Floor Area Loadingq Is: products nok IleCed. ronik�eN eearg rmu wnrg
40 sf Live LoZd
12�f Dead Load -----
Maximum Joist Deflection:
L./4W Live L�d 3 MAr�YnFIELD OOMT y TJ-Pro Ratineq Information: WP320 CHICKOR i
FIRST FLOOR FRAMING PLAN Veeted Av rage: 4l
Lo est Ratln 44
Highest Ratin�: 66
Glued 6 Nalletl Deckingq Is Assumed
Direct fq��plied Gellingls Assumed ego. arHsoN LATc
Floor Ddiking:3/4"Plywood stove: /R-r-a"
Normal O.G.5paI=16'-
Default Wall/Beam Wfdth:6"' -----
5tandard Rim:Rm1' orenvxa Rr:o.cooraer -- - -- A_7
TJ-%pert 6.1 (u04)A
"'Db.l"'Pb.l
"Unless noted otherwise o F ie acr R,poop - ----------- ---------------- SHEET NO.
6/12 0 1 6/12
CB—
OPT. BAY
EE2-26 HERD @ BAY WINDOWS
=00 RAFTERS®BAY o Da
1/14.
_ �2._S FASCI
9-21 R� 11 8"I.L. 111111DR. -2- 12 R�
6/12
2-11 7�/8 1.1 &
TPI TRUSS BRACING SCHEDULE T-7 ...............
I A W
H5DIIGINAL RACIIG(2.1) 12 Q.H,
6/12
214 DIAGONAL BRACING NA
ILEDT F
,LED To To,SIDE OF
SO M CHORD W/MIN. 10
To 2-12d NAILS TYE.)0 EA.END OF BLDG.
®TRUSS
a
SPAN UP TO 32'
BR ACING TO BE AT 1340'Q TRUSS SPAN UP 70 48' E2,1 INEERFRAMINI
5 DEGREE ANGLE 4 8*'@ TRUSS SPAN UP TO 60' b 24"O.C.
I/ .'�'2 1
?6�/l 77
J J�
F
OVERFRAM
f2/12] NG 2 CAR CO
E
I IRII
2�12
AN-STND. ELEV. RA
A'FTDRC/];
?'FIRST LAYCR OF UNDERLA=lNT'/"
NAILED 2X4 LAITI'IHA'Loll� M E GA.F.ICE&WATERELD
SPACE&AUL VAI.UYS
< BOTTOM
HALF-MOTH 0 CXYUGHTE
2-IdNAILS(TYP.) [22
roil.Ff I W'o�.�o
AIL 0 TRP (-AEE E-1 HEATED
D W I,
GENERAL NOTES:(ALL DETAILS)
15, 1.PROVIDE TEMPORARY AND PERMANENT /B
BRACING AS REQUIRED BY TPI HIB-91 -2.6 NOR.
2- x6
2.LAP ALL LATERAL BRACES MIN.2'
E
DIAGONALS FROM BRACED 3.PROVIDE IN ADDITION ALL BRACING
BAY REPEAT AT BOTH ENDS RECOMMENDED BY TRUSS MFG.AS Z
S AND T 20'INTERVALS SHOWN ON CERT.TRUSS DRAWINGS. CL
I I I I 2+2x121HDR.1 uo
BOTTOM CHORD BRAGINO
TAG
ROOF SHEATHING __j
2-2�12 HER, -FASCIA D 0)
26 SUB TYP.)
-f EX 2/8'
20 10 RAFTERS < IL
24 D.C.
COMPRESSION2-9 Z1, Bm. LLJ
OR WEB SLOPING _=_:I:
7 UL11-
CONTINUOUS LATERAL BRACING IL OPT. WINDOW SEAT u 0
PER TRUSS MFG, F-1 I I DOTTED AREA ED HQT�SU2�UNDER RFRAMING LL
2' -SHEATHING
H Ay INS NO R VERFRA.IllG
---- -1 TO ALLOW FOR PROPER VENTILATION
6C 5C
L -2A2 HDR.
F_5� 2-2,1 HER, RE: SHEET A7 FOR ADDITIONAL FRAMING NOTES
G F5�
7/ G ROOF
F FRAMING PLAN
GENERAL NOTES
1,MICRO-LAM(M.L)BEAMS AND TJI's TO BE 6 ROOF DECKING SHALL BE 112"WAFERWOOD 3 MAYFIELD COURT
INSTALLED PER TRUSS JO,ST CORPORATION
RESIDENTIAL
OF 1,ALL Ij0(1,1'5,lElD 18RYAMIIG TO BEAMS SHALL BE WP320 CHICKORY
PRODUCTS REFERENCE GUI ONES U�.M'OIST METAL.HANGERS-
F AT BEARING WALLS GREATER ALL WOOD BEAMS FRAMING TO BEAMS2, ALL 2X HEADERS �"'A" ME
THAN 5 LIE BE SUPP?R7ED BY 2)2X6 1,SUPPORTED By SIMPSON U21 METAL
BRACING TO BE AT STUDS AT EACH END(U.N 0. HANGERS U N 0
45 DEGREE ANGLE 3,MICRO-I-A�HEADERS AND BEAMS SHAIJ.BE* SUPPORTED 8 �INDICATES FEARING PARTITIONS 11-LE,1/1-1 REVISION L.All
BY 2-2xft W/ID/F2R FILLER EACH END(U N,O)
2X 4 BRACING NAILED TO OPPOSITE 4.GIRDER TRUSSES SHALL BE SUPPORTED BY 9 EDENOTES 2,4 SUPPORT STUDS-SEE NOTES#2, #3&1#4 ABV.
SIDES OF WEB(ORTHOGONALLY). 2-2 Ca EACH END(U.N 0 RE: 4/0-5
IN TALL AT BOTH ENDS AND AT la BEAIU/HEADER LENGTHS ARE SPECIFIED IN BOX DR-1 BY,D LODFREI A-9
7F-UeS SECTION(T(F.) 20�MAX INTERVALS ALONG GAME
5,ALL FRAMING MATERIALSHALMEMBERNEB MEMBER PLANE LINES
S AS BOTTOM CHORD LATERALS #2 SPRUCE-PINE-FIR �I, 2-2.6 HIDES,0 NON-BRNG OPN'GS
(OR NEAREST VERTICAL MEMBER).
UTILIZE MIN,2-12d NAILS EACH 2 NOTED OVERHANGS ARE FROM WALL.FRAMING Call'. IB C-1B 0 22 7_ SHEET NO.
WT.S UTZE 0 0
TRUSS, T UTSIDE OF SUB-FASCIA
(D DOOR SCHEDULE INCLUDES SHIM FRAMING NOTES
GENERAL NOTES
-.11,R-
1,MICRO-LAM(M.L.)BEAM,AND TJI'�TO SIT- F,
I. WINDOWS IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPFNINC OF 4 SQUARE KEY DOOR SIZEROUGH OPENING INSTALLED PER IFIU55 J015r CORPORATION
0 RESIDENTIAL PIR05jST5 REFERENCE GUIDE
T CLEAR
FEET THE MINIMUIM NET G�EAFZ OPENINC,HEGHT SHALL BE 15".THE MINIMUM WE L ,LEAR
2,HOLD FRAM[N&MEMBEfEEC,C
F OPENING HiPTH SHALL BE I ELL HE16HT SHALL NOT BE MORE THAN 42 OF EITHER SIDE OF H DRAINS
�',TUB,
�
A.F.F,*ALL ABOVE 6RAPE STORIES OF ATTACHED GARAGE, LSHOWER.E�IMEN5CN5 INDICATED_�L'5 ONLY
2 PROVIDE 3111" GIIEI ON BOTH SIDES OF COMMON HALLS TOILET AND
TYPE 'X' HALLS I CF11-1116 • -�VL FRAMING MATERIAL SHALL BE
AN ,M�,N,,& AIA&E 3.7L L.GN
3 per -PINE-FIR
A L ANGLES ARE 45 'REES UNLESS NOTED OTHEREN15E. X x2 5PRUCE Z OR B:T FIR
4,PROVIDE PROPER FACKINC,FOR H05E BIBS,FIREPLACE MANTELS,PANEL MOULDING, 4,FIRST I SECOND FLOOR DF6<lNr,SHALL BE
RAILINC5,VANITY TOPS�, 4 6, 514'1AFERHOOP-GLUED AND SCREWED I
PROVIDE FRESH AIR RE -IREPLAGE PER NY5 CODE 5.151-OrKIN6 UNDER PARALLEL PARTITION HALLS ABOVE.5 FOR.r
-)OH5 Do HOT REQUIRE LOW E GLAZING, 5 0,6,,NON-BEARING WALLS,
6 M
GARAGE WINDOWS 1_05ER INCLUDING METAL..IAMB. 5 5 A�Nc PILLS.
C AGE ENTRY DOOR TO BE 5/4"HOUR WITH AUTO G OC @
'AIR 6.ALL J015TI,FRAMING TO 5EAt�5 SHALL BE E
8,HOUSE
AFF�
13 112'X 25 1/2"BOTTOM 0 413 1 SUPPORTED BY SIMPSON U210;METAL J015T HANGERS
A ®SINGLE JOISTS-`U2IO
q,A*C�_NOW-DIMENSIONED�Al_L5 ARE:rARArE EXTT�R I -3 1/2` THERA15E -7'a P L,J01575(1,310 E 11. 1
HL H 55 NOT 0
OUL51E EXTERIOR-5 1/2'; OU5E INTERIOR-3 1/2'UNLESS US AE30VE OR BELCH
10j, OvIDE FlRE&LOGrlNr a 5'AFF.MIN. 1,IEaZE��= INDICATE[)SEARING,PARTIIJO
It 2X5 EXT 570 N/BATH HALLS 6 16"06, 3 PROVIDE 50LID BLOCKING FS REOUIREP
R5.16"O.G.,2.4 5RN&�STUDS�KITCH DE
PROVIDE 50LID BLOCKING TO UNDERSIDE
12,R_1 Ubt"PL7 HT,9 IST FLOOR,5'-1 Vb`PLATE HT.@ 2NP FLOORS X117�x F FLOOR SHEATHING FOR.TRANSFER
IF&,10 11b,MPH,HT.@ 15T I 2NP FLOOR5AN.O. PANEL MASONITEOF POINT LOA05.
q.MPLUMBINGENOTE5 PLUMBING OF C,AIN5-MAINTAIN 2'
20 1 1 FIRE 2'-q"X -I I CLEARANCE TO FRAM ,MEMBERS
FOUNDATION NOTES X FRENCH SLIDER4,X 6'-b 51b"
TRUSS BRACING DETAIL
24 —SHINS
I.CONCRETE STRENGTH AND R 2 x NAILED
x x x x x SWING SN[Nr
EINFORCEME14T PER ACT GORES SHIN&
NIMUM 415"DEPTH TO SorT 26 2&(,b A POCr.T 5-1 At"X 1'-0 11241 _X4 DIAGONAL 151RA1,111p
2,MI OM OF FOOTING FROM FINISH GRAPE 7_,h-Y70 7 NA C OTC.,
OVERHEAD q'-2 I'-I" CHORD�F/Ew 0
5.BITUMINOUS DAMFROOFING PER NYS CODE -1 qO10 '2'?1T2d""N`A1LG(TTP.)a EA.ENE5129F BLDG,
4 SUMP PIT TO BE FIELD LOCATED DEPENDING ON GRADE 2b 30bEl x p-, TCET 6--1 3/4"X 1'-0 1/2" 30�0 TRU55 SPAN UP TO IF
5 5e.NER1 MAIN AND WATER METER TO BE FIELD LOCATED X 6.-Ir, 5RAG NO TO BF.AT 14'a TRUSS SPAN U TO 4�'
N FIELD AS REQUIRED 2q 30(15 x 6 r N L MAGONI
45 DENSE ANGLE b�&TP-055 T 0
b,WINDOW WELL.51ZE AND DEPTH TO BE DETERMINED 1 0 qObb X 5 1 G -01 X 61-5 5/5" SPAN UP T__
T.CONNECT FOUNDATION DRAIN TO PUMP PIT bo�o X OVER
a PROVIDE KEYWAY BETWEEN FOOTING AND FOUNDATION OR 12"114
DONEL5 0 56"0 6
g.SUMP PIT TO STORM 6EHIER TO BE CONNECTED PER TOWN 60PE
BOTH INSIDE AND OUTSIDE SILVERT.-
10,FOUNDATION DRAINS R_'16,
SHALL BE LOCATED ON 5C XF LATERAL 5L BASEMENT CONDITION WINDOW SCHEDULE 2
OF FOOTING AND CONNECTED TO SUMP PIT AT
MONOP05T 11 GA.STEEL PIPE COLUMNS By'ArRON SIZE ROUGH OPENING 15' BOILED TTOM IN
'D T
IT 3114, TAPCO r"A"i
PRODUC T5 CO.'OR EOJAL FASTEN N11 CONIC PETE FASTENER PEP POST 450 2 2-12d NAILS YP)
FASTEN STEEL POSTS TO WOOD BEAMS N2$&d NAILS PER POST B Fx
_50-5 -I'll 5-0",/2"
7AGr HELD STEEL P05T5 TO STEEL BEAMS 0112
13,CONCRETE STRENGTH It REINFORCING PER A.G I.CODES, —,U.11
14.1/2'N-10'ANCHOR BOLTS AT ALL EXTERIOR HALLS 5'-0 112' C 15
2`FPOMI ALL CORNER/OpN5-a'-O"OC,MAX(MIN.2/PLATE) F FX 3020 2'-0 112"
G FX b 5-0 1
THE ALLOWABLE 501L BEARING CAPACITY USED H "I tI-E,I DIAGONALS FROM BRACE Q)
'5 Gr HAS 000 -0 'INTERVALS
-N PURPOSES 2 F15F, 2'E' AYE REPEAT AT BOTH ENDS
FOR PE51G 3 /2".4'-4 112" NP 7 2
le,REINFORGING STEEL TO BE Fy=60 K51, 2-0 1/2".5'-0 1/2" TRUSS NOTES
11.INSTALL F5 5 INSULATION TO 45"BELOW FIN GRADE < n
1 -2 0 5-o".4'-b 112."
AT PERIMETER OF CELLAR EXPOSED COLD AA SH
15,LOCATION OF FURNACE a HAT.15 APPROXIMATE L SN 3050- b'-O"x 5-0 1/2"
F.PROVIDE 2 EA,44 RE-BARS AT FOGTIN&S PER SITE CONDITIONS M FX 2520- 5".2'-0 1/2"
N 5H 20E30 2'-0 1/2"x3'-O 1/2" 1,PROVIDE TEMPORARY AND PERMANENT
P ENT 5450 5- 112"X 5-0 112" BRACING AS REQUIRED (T H15-1 It T u 0
ENERGY CODE AF 5H 2—O-2 5-4`x b'-O U2" 2 LAP ALL LATERAL BRACES MIN.MIK
R FX 4O16 4'-0 112".1-(1 1/2" 5,PROVIDE IN ADDITION ALL BRAG 116
RECOMMENDED BY TRUSS MF&.AS
5H 3050 1_0 112.1 P SHOWN ON GERT,TRU55 PRANINO, 0
I
PAR 5 COMPLIANCE F
BUILDING DESIGN BY ACCEPTABLE PRACTICE T G, 5/4
U EYE ESb_
BUILDING ENVELOPE DATA MINIMUM v FX 4040 4'-0 1/2'x4'-O 112"
4 5'-41/2".7-0 1/2"
ED FX 54 C,
F 1 4
WO�� Rz2qA 2822 2'-b t/2"x 1'-10 1/2"
ROOF/CEILING R-24 x FX
F R_ 20"S 7-4 1/2"x5'-O 1/2"
FLOOR R WAVERLY PLACE
FOUNDATION HALL R-10 Rmt4 Y 5H 2450
N/A
�'LLAS EDGE INSULATION pl�� 01 1�2
GLAZING j0__) F GENERAL NOTES
_2
5 (r AS 5H - 3'-4 1/2'xW-4 1/2"
ENTRANCE 4*6' D-40"
DOOR
BELOW GRADE P_
INSULATED PEP, - 1%R=3,b AC G1 510 1/2'x1'-b'111b"
SKYLIGHT R_"
5K 9C Or TOTAL ROOF AREA 1%MAXIMUM <
11 rL&HT AD GT 4/0 DATE
:=AH F E'b�H 3�-O 112 xS-1 1110
FIREPLACE SIZES I
A RO�HIPTH P.O,�HE WOOD a MOTH P.0,HEIGHT JAJ FX 1402 4'-0 112"x 2'-0 U2` DRAII SY J.MLAN ......... N-1
6,�!GHTJ r
PIR36 41" 41"
SHEET NO.
DVR15q 40' 11-42 4T' 41"
5T-TPC 3"/44 /4'
NVCVR3 4 12"W-11