2002-910 (2) Zd 0
GENERAL NOTES
•3"? IAPCO MONOPOST 11 GA STEEL PIPE COLUMNS BY'AKRON
WATERPRODUCTS CO.'OR EQUAL FASTEN WIT CONCRETE FASTENER PER POST FASTEN STEEL POSTS TO WOOD BEAMS W/2 16d NAILS PER POST
AIM -.1. L=.
FURNACE
r. A
T:
_0" 0 BE
TACK WELD STEEL POSTS TO STEEL BEAMS
2'-0" 2' 0" 2' TO Bms DETERMINED BY PROJECT Ra
25'-0"
MANAGER AT TIME OF MECHANIZALS •CONCRETE STRENGTH 6,REINFORCING PER A.C.I. CODES 1,
2'-92"', 4'-03" •BITUMINOUS DAMP PROOFING PER N.Y.S. CODE
WINDOW WELL SIZE&DEPTH TO RE DETERMINED IN 5
FIELD AS REQUIRED ..M
E
1/2" D"ANCHOR BOLTS AT ALL EXTERIOR WALLS
--- TP_ 2"FROMALL CORNER/OPNS- V-0'O.C.MAX(M]N. 2/PLATE) 1
•PROVIDE 2.4 KEYWAY BETWEEN FOOTING&FOUNDATION WALL
OR 12' #4 DOWELS 0 48"O.C. W16"IMBEODMENT INTO EACH
X 4 BM.PCKT BORED CONCRETE
9 3/4"H X 4 1�2'
•MINIMUM 48"DEPTH TO BOTTOM OF FOOTINGS FROM CE
FOUNDATION(TYP c FINISH GRADE
CONCRETE ARM,G��LAB "00 PST I - 00 P' I I •THE ALLOWABLE GOT,BEARING CAPACITY USED
ON COMPA E FOR DESIGN PURPOSES WAS 2000 PSF.
GR L 4" A NULAR GIRL L' REINFORCING STEEL TO BE Fy=60 KSL
•INSTALL FS-25 INSULATION TO 48" BELOW FIN GRADE
W, NOT,�A5ERIMETER OF CELLAR EXPOSED TO COLD
L ATION OF FURNACE
I H.W.T. 11 APPROXIMATE
VICE
2 EA, #4 RE-BARS AT FOOTINGS PER SITE COND.
0 I FOAM INSULATION MUST BE COVERED
3 TEEL PIPE
CON FETE FOOTING L JOINTS xis" 0 C UMN ON ONO TYP, ) BY A 15 MINUTE THERMAL BARRIER
9 03T' 9' 4 "----
4"H X 4" PO p ANDRAI
3/ ELECTRICAL SYMBOLS
I X 4D B PCKT ROVE T EAD--
I I I I I 1 0" P9 DUPLEX CONVENIENCE OUTLET
BS4/A 3 4"H X 4'
X 4 D SIX PCKT IH GROUND FAULT INTERUPTER OUTLET
X—OUT A
FLU HW KRAFT PAPER INSULATION O�A SWATCH
U.pl�'EA FLN NOTICE
BOTTOM PLATE TO 131 1. T Tl-- MIST
Jam. aVERED By NON-COMBUSTI LOAR&NY SWITCH
12'- Arn MOUNTED
RECENT LIGHT FIXTURE
011 1
- 8"XI6"CONTINUO O"
01 NO FOOTING ITY I 3Et PORCELAIN FIXTURE W/PULL CHAIN
2500 PSI--
,�
-1
CONTROL GIFTS c Qi Ir-ENSBURY BUILDING Cc,- R�K. NT GAS METER Q)
J'T
on our linnited examinatio ELECTRIC METER (j� D
GET corapiiance with our commen"'s al Q)
R' T.ICIITLAB 1* HICK SLAB not be Cori indicating I t th __j >
UNE AVATED as -30
ELECTRIC IREC
/ ,�t
p as and s0eciucations are in I
<
A IT PlIl
T I, SLOPE 4" C3"Tipliance MIT the co','& tB
FOMTINI WALL MOUNTED INCANDEP I/T
NOTICE Lij T
U 0
SMOKE DETECTORS ARE REQUIRED IN B'DROOMS,TOWN OF QUE sl
CONTROL JOINTS 1112110ING A n C,STEPPES L "DJACENT TO BEDROOMS,AND ON EACH FLOOR LEV
FOOTING
1p_I-I HOLD DOWN TOP OF END IAL INCLUDING CELLAR OR BASEMENT ALL SMOKE
Cop) PORCH AND GARAGESLABS PER SITE CONDITIsLAONS
4000 PSI CONCRETEIA 0 4"MIN AND OVERPOI �.,_ECTORS SHALL BE INTERCONNECTED ON ALL LEVELS.
UP
COMPACTED GRANULAR FILL
/6.6 W1.
xwj 4 W.W.M. REINFORCING 3
WP320 CHICKORY
TOWN OF ------ 71-
BUIL I &
REVIEWED By PT , FOUNDATION PLAN A-1
DATE . I DA 22 FEBRUARI,2002 ____T SHEET NO.
GENERAL NOTES
5"0 TAPOO MONOPOST 11 CA.STEEL PIPE COLUMNS
BY AKRON'PRODUCTS CO,-OR EQUAL FASTEN HA
CONCRETE FASTENER PER P05T
12"DIA.rO CRETE PIERS PER POST.TACK HELD STEEL P05T5 10 STEEL BEAMS
FASTEN STEEL POSTS TO WOOD BEAMS N/2 lbd NAILS
ON 24"IDIA.CCNCRETE BELLBOTTOMS 2'-0' 2-0"
OR W�15" 17'CONCRETE FOOTINGS 7'-0" 25'-0" CONCRETE 5TRENCTH 4 REINFORCINGPER A.G.I.CODES
2'-g," 4'-0j" •BITUMINOUS DAMP PROOFING PER N.Y.5.CODE
WINDOW WELL SIZE I DEPTH TO BE DETERMINED IN
FIELD AS REQUIRED
E5M WIND W e I/2"dP x 10"ANCHOR BOLTS AT ALL EXTERIOR HALLS
4 0-255 T Hl— 2"FROM ALL GORNER/OPN5- O.C,MAX(HIN.2/PLATE)
2 PROVIDE 2.4 KEY NAY-BETHEEN FOOTING I FOUNDATION HALL
OR 12"R4 DOI-EL$0 45"D.C.Wb'� MBEDDMENT INTO EACH
T N X MINIMUM
4
T I ON BE H 5/4'H M 4�,/,2T-j j POURED rONLRETA_ b"DEPTH TO BOTTOM OF FCCTIICI FROM
4DATtON(Ty 'E
;A
CONCRETE?,� LA 50
0
0
R5'M' FINISH GRADE
SOIL BEARING GAPA11T1 USED
0, FOR DESIGN PURPOSES HAS 2000 PEP.
q 3/4-H X 4 112*11
I r
ON 4 COMPACT
5"POURED CONGREITE PrKT� �N�IA H4 REINFORCING STEEL TO BE Fq=60 K51.
FOUNDATION(7(P) -:25 INSULATION 10 4b"BELOW FIN SPADE
5000 P51 INSTALL FE,
WARM SLAB PC AT PERIMETER OF CELLAR EXPOSED TO COLD
4"GONG E SLAB-5000 P
0 N 4 MIN.
11511T WINDOW:,OMPA6TED LOCATION OF FURNAGE 6 HHT,15 APPROXIMATE
GRANULAR FILL
PROVIDE 2 EA,#4 RE-BARS AT FOOTINC,5 PER SITE COND.
z
B5MT KNI�O� PC
MN ON 50"X
b CON XI RE TEFL PIP
0`0 L JOINT5, 5"COO U TE FOOTING rrP,
5"
w
5% IP B,.R
P N 11 - -
COLUMN 5OTNE30 :30 0 "TA 71
CONCRETE F Ar,TYP GONTRO JOINTS 11 X 4"D SM.PCKT. 5 VE TA I
1 11 1 LL luj
q 514"H X 4'11�
71-10
PO T ANCIP 11 '05TI pD4
"HXUP"I�%E RIEEZI' X 4'D BM TAl I ME I
X 4BM.PCK �A. F RN
/4"H X FLU HN PLANXq450 OTTO PLATE E FEE P�,
BM. rT. UP 15 EO RISERS B TO 5 55 cco.—E
0 8"EA. X POOR IN TORE REMO,ED
FUJI, 7'-9 1 2 94" E�k UT- TO-FW,OA1.RALI 100
HN 77T—�—-----
? CONTINUOUS
7-31
70 11 PREES-TRT-. Nr FOOTINO'ITY 8"Xib"
2500 P
SECTION
J. CONTRO JOINTS
L----b'XI GONTINUOU P51 ELECTRICAL SYMBOLS
_2 6
CON"rbon�g P.?,
L/ C, NTR L JOINTS `5FI TH11- JA 4" HICK SLAB DUPLEX CONVENIENCE OUTLET
I�NI%AVATE' iD
CFP
N AV LOP \4 GROUND FAULT INTERUPTEP OUTLET
4",.THXICK 5,1-,A iIC STEPPED E,11
iO AV K SLAB I I I
UNrX6AVA FOOTING $ HALL 5NITCH
1 SLOPE 5-HAY SWITCH
UN FIT 1 FI-0,11T 14- -- L I
L CE11-IN5 MOUNTED
INCANDESCENT LIGHT FIXTURE
PORCELAIN FIXTURE N1111-L CHAIN
E, 3'-0"
DOWN TO
b
LCONTPeLJOINT
FOCT. HOLD r"O.NT- - ---] 1,
PORCH GARAGES PER L
ABS SITE GOND;; -Al-ITER
STEPPED 4000 P51 CONCRETE 51-A IN 4`1-111 AND OVERPOUR 5L Ilk
ID
—l". PII ORAR FIE3 -fv"
COMPACTED
GRANULAR LI W&x& A ELECTRIC,METER
FOOTiNC, XNIA N.A.M.REINFORCING OWN TOP OF'NCONTROL'112 JOINTS
41
ORCJI �ND GA51 !,AG SLABS f ELECTPIC,PANEL
•
FILL NM-6,
IF AB ON 4" IN CT
COMFA TEE'GRANULAR
XNW.W.M.REINFORGI .......
HALL MOUNTED INCANDESCENT
7 LICHT FIXTURE
..................
FURNACE AND HOT INATER H-11
LOCATION IS APPROWATE LOCATION FOUNDATION PLAN O-El F-1
TO BE DETERMINED BY PROJECT FOUNDATION PLAN
MANAGER AT TW OF WECHANCALS 3 Mayfield Court 5 Mayfield Court —C, 2T CTIT—,1— SHEET NO..
GENERAL NOTES
I WINDOWS IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 4 5OUARE
LEGEND FEET.THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE le" THE"IN'MUM NET CLEAR
OPENING WIDTH SHALL BE 15".SILL HEIGHT SHALL NOT BE MORE THAN 42'
5morE DETECTOR A.F.F.0 ALL ABOVE GRADE
PLANT LEE 2 PROVIDE 518"TYPE X'rlNEl ON BOTH SIDES OF COMMON HALLS OF ATTACHED GARAGE, 5
>6E AND REMAINING GARAGE HALLS I CEILING .jE-. �
5,ALL ANGLES ARE,45]OF&REE5 UNLESS NOTED OTHEREN15E, j
4.PROVIDE PROPER BACKING FOR HOSE SIBS,FIREPLACE MANTELS,PANEL MOULD8,15,
25'-C" RAILINCS,VANITY TOPS. -,El
5.PROVIDE FRESH AIR FEED FOR FIREPLACE PER NY5 CODE, -N6
&.6ARA6E WINDOWS DO NOI REQUIRE LOW E GLAZING.
E
7,GARAGE ENTRY DOOR TO BE 3/4"HOUR WITH AUTO CLOSER INCLUDING METAL JAMB. -,
B.M.G.
M r,P.C.=14 112"X 24"BOTTOM V,4S`AP,F,
1.ALL NON-DIMEN51ONED NALL5 ARE GARAGE EXTERIOR-3 /Z
011 7'-0" ja�HOUSE EXTERIOR-5 1/2'; HOUSE INTERIOR-_3 1/2'UNLE55 NOTED OTHERWISE 2'-0" 0 F
PROVIDE FIREBLO6rJNr,&b'APP,MIN. 4-�-51�-
L 2,6 EXT. '',E
OPT.WALK.-OU OL _1 /&,,P51UP5.lb'OL,,2�4 BRNS.STUDS� <ITCHEN/BATH HALLS a 16"0 A 12 e, Q) E
BAY COND LT.HIT.0 15T FLOOR,bL-1 Ilb"PLATE HF,@ 21NC)FLOORS-U.N.O.
STEP�l_�AIL L.136-10 1/5"HDR HT.0 15T I 2ND FLOORS-UNO,
AS
17
2" `11ALIO N AAME WALL
2'-2"
FA ILY DINING
MASTER BED VAUL ED rEILINC, 24 EXT.WALL OR TRUSSES
To I OPT A5V.
AS FIREPLACE RE�_
_ 1O I FLHT LA;�r
5' FLAT T LACE (5 ANS INSUL
'51RAFTERS @ 24'O.C."HALF-WALL LL ROOF
4
SHINGLES
ON 15
7• 0 T.5N BA TOP 112 ............ LT I WOOD ROOF SHEATHING
-11S 4'_11j" 6-4" 3'-7" 4'-1,"'
,BAFFLE iYP.
PLANT _T Of LJ
SHELF TREA
ALUM.WRAPPED 2A FASCIA
a q4 51b"
AT'F Q
W Z a, I ,KITCHEN RE,
VINYL FLOOR SOFFIT
JO'FLAT rLN6. I OPT R-19 INS L
1/2"A RUWALL SHEATHING puo N 13 SO HORIZONTAL 14NYLHSIDINGGa"l/tr
YL SIDI",
'I"zli,,
MSTR TYR WINDOW BEA
TYP.U-N
BATH A4 �i-_ , 61 i
BOX-OUT i
FOR MANDE&TYPE
RE:PROD,SPECS, fgg
CL T 13�2�BIRCH PLYWO D MR
BREAKFAST WAFERWOOD 0
OYE Hy,FLOOR
FLAT R-I 9 BATT INSUL.W/KRAFT
VAULTED CIL C FACE @ INT.SIDE
Il
-4" SEALANT OR
4' 6'--1' 6' 12'--02` __:�J-MOUTD VNYL TRIM -0 Q)
CAPPED HALL S9 U
9ff�P Fp F P
_j -z>
.-FAS
TEN KING STUD TO 2�10 D Q)
W/ -100 NAILS mo
rl v 5 h/ L05E T'R-MAX
BED #2 1 I`WL1.11 7
SHIM VINYL SOFFIT
I YN N
o POOR 3/4' H OD STEP AS REOY, 12" < EL
5H M DOOR 1/2 SYSTEM
-----TYR FOUNDATION WALL CONST.
2 CAR T u 0
2" ENTRY r ARAOE
0 Cow.. PIROVID 5 TYPE'�X'6NE3 OX OUT ININVOIN SEAT
[I_0 ON E30T SIDES OF COMMON Cj F�A�
- hALL5 F ATTACHED
6'-3 OAPbNC HAL L5 AND
ENTIRE EILIN6 HALLS
PT AND EN IRS CEILING
5 2,1, IRS
CEDAR NRAPPED
COLUMNS C CONrRFTE 4" 5 MAYFIELD COURT
WP320 CHICKORY
DITE
GARAGE D—H or 1 A-2
2 GAP,
D.TE: 14 QCTOSLR,I., SHEET NO.
TYPICAL ROOF ASSEMBLY:
5ERr,LA S;�
-220-'IKO'Fl LE,
-15-BUILDING FELT -4 a'-
ICE 4 HATER SHIELD M EMBRARE-55"WIDTH o EAVE 12
112"NAFERAOOD ROOF 5HEATHIN6 H/H CLIPS a 24"O.G.
ABOVE HEATED SPACE AND ALL VALLEYS
N.Y.5.CERTIFIED ROOF TRU55E5.24"O.0
R-30 rRAFT FACED BLANKET INSULATION ..5
.-2.12 DROPPED BM. OPTIONAL VAULTED CEILING
LANT 5 N IF,PLANT 5
OPTIONAL VAULTED CEILING
Z35 I I
3.5
TYPICAL EXT. FAMILY Fo
WALL ASSEMBLY� MSTR BDRM I BDRM 2
-HORIZONTAL VINYL SIDING
-INFILTRATION BARRIERSTR
112"KAFERNOOO WALL 5HEATHIN6
ATH
2xb 5TUP HALL W 16-O.G.
4 MIL POLYETHELENE V.B.
5-1/2"BATT INSULATION
E R LLA7 CONCRETE
SLAB-O��4�'-—"S'
-I ,GYPSUM
E30ARP
12
CELLAR
I,
�,PROVVE 2x1 rly HAY OR 4" CELLAR
SLAB CELLAR
DOWELS 6 36'O.C.0 CELLAR 1. PED.R PER
INC.END 4'CONCRETE SLAB
A
C�CND/45'O.G.@ SLAB CORD. �A`PER INC
H/6'IMPEOMENT INTO FOOTING THICKENED �D.
AND FOUNDATION KALUTYP.)
BUILDING SECTION(2'
- ) BUILDING SECTION('5
\\A4 �
A 4)
12
6
TYPICAL CORNICE ASSEMBLY: PRORER VENT YYPJ
-METAL DRIP E06E N E
I R P
6 SUB-FASCIA DEC,TRUSSES®24
ALUM.FA561A OVED <
a
12"GONT.VENTED VINYL SOFFIT 12 35
u
DINING
TYPICAL 1ST FLOOR ASSEMBLY: 0 BUILDING SECTION
-FIN15H FLOORING PER PLAN KITCHEN GARAGE
3/4"Td&FLOOR SHEATHING-GLUED I 5CAENE[)
11 71b"TJI/PRO 250 FLOOR JOIST5 @ 1(5"O.G. R-19®RIM JOIST(MIN,) WALL CONS.TO BE 2.�'�
0 1 O.C.�TYPE
W/I LAYER
5/8 PE'X'GYP,BOARD
TYPICAL FOUNDATION WALL ASSEMBLY: 8 PODRED CONC..WALLS— WP320 CHICKORY
=j p
BITUMINOUS DAMP PROOFING
CELLAR
5"POURED CONCRETE HALL 51
16.8'CONC.WALLS N.
3-1/2'FS-25 BLANKET IN50LATION,R-11
EXTEND 48"BELOW FINISH GRADE
CONTINUOUS CONCRETE FOOTING:2500 P51 BUILDING SECTION rI
2 14 RE-BARS PEP,5rrE 0 Ir
P MONOLITHIC OR MONOL H/51-AS A-4
POURED EITHER rON ITION5)
DATE 7 NOVEIGER SHEET NO.
d
�71 10r
12
EttL HF,
A-11
LL L 4 H120-L*R,
7.6
'E
T7
L�
TT Eg E
IF
T
T_"lELLl2'2z_ on
FRONT ELEVATION
CELLAR FLOOR
-ION
Z_ A
A
Pr=AP- ELEVATION
O k
.1 OPTIONAL WALK-OUT BAT
T�T..P!L H HEEL
lt�T
0-
FIRIENKALL SIDE V) Q)2
-0 Q)
Em H >
'-T
Ljj coo
L
FLOOR
< n
_=ll IL PEE LJJ 1: :D
7 U 0
LEFT ELEVATION — Of
2x6 RAFT. I=LJ 7; o
C R CHAS HT,MIN, MIME=
I'M ME=
ELEVATION KEY Elm
CONCRETE PORCH SLAB 6 15'S7YLEMARK'WCH4 CROSSHEADS
3:2 STEPPED FOOTING W.".COVER b 6 1 ALUMINUM FASCIA 6 J-MOULD 0 ALL RECTANCI AR WINDOWS
6.2 Ix 63 1,4 CEDAR TRIM 6 BRICK MOULD 0 ENTRY DOOR OPT,FIREPLACE WP122 CHICKORY
EH�R "TIN
2 WWCOVER
8 CEDAR TRIM 6.�82x6 ALUMINUM WRAPPED FRIEZE BE.FRONT ON0 SEE DETAIL THIS SHEET
ry 6,4 2x6 ALUM WRAPPED TRIM 7. HORIZONTAL DEL. 4 VINYL SIDING
3-5 j6%.Cl5QAl TRIM SHUTTERS
TO FIT 7.2 METAL FLASHING
6.6
6 VINYL IT.ERB DIVERTER STRIP
-TRP-.OF HEARTH
6.7 VINYL SHUTTERS EE—,'/6-1-U TTER RIDGE VENT FIN.FL 68 6 3 VINYL SHUTTERS
7 4 COMPOSITION SHINGLE ROOF
6,9 CEDAR WRAPPED COLUMNS 7,65 ROUND'FYPON'CLOSED LOUVER VENT
6.106`WOOD rEY #66OK-24 W/RAB ET- 18"R,o
6 CEDAR - CUT TO ARCH 7,7'FYPON'98510 GABLE DECORATION -5
6 � 6 EDAR A
REPLACE CHASE DETAIL STOOL CP FRONT ONLY 7,8 CONT. VINYL SOFFIT VENT
VINYL INSIDE/00SIDE CORNER FEE
L".14'1x12 CEDAR KICK BOARD 7,9 OPTIONAL SKYLIGHT
AT M.6A6 FlRffLAa COO, TICRECTANGULAR LOUVER VENT-R,018",24" HATE I—ENRIll,E., SHEET NO,
-e
wEv
JOIST AND BEAM LI57 o„o on
v RE.
Plotrb�
th Product Qtit Piles (N3tt
—9_. 2
2-2xb FLUSH BEAM 2 2 -
II U8`TJI/Pro-250 Dist 9 I q
�� �H---`-- II�18"TJ19P'250�OIst 4 4 "z n V 6
II 7!8"TJI/Pro-250�olst 6 j 6
SENERAL N4T�'J II"I/8"TJI/Pro-250�olst 4 4"TJI/Pro-250 II�ist 2 I 2 �� at.MICRO-LAM(M.L.)BEANIS AND TJI's TO BE MI 38 B/4"x.q I/2"I.IE hT1,15f am LVL 2 2
INSTALLED PER TRUSS JOIST'CORPORATION _
_- DBL RIM WrtiAN(E - _ l RESIDENTIAL PRODUCTS REFERENCE GUIDE M3 12' 1 3/4"x q 1/2'IAE Microllam LVL I 2 2 ��®WINDOW - mo E9,;
2.HOLD FRAMING MEMBERS 6"CLEAR E o os
TTOILETHAND,SH DWER.DIMEN�ONISSINDTCA 6U V
-2x0 ARE FROM,CENTER LINE OF DRAIN
3.ALL FRAMING MATERIAL SHALL BE
AI AGCE550RI€5 L15T
I /(2 SPRUCE-PINE-FIR OR BETTER Plot Unit k of Net
I I I I 1D Length Product _ Qty PueS�Qp 4.FIR57&SECOND FLOOR DECKING SHALL BE
I I 3/4"WAFERWOOD-GLUED AND SCREWED Pcl 38' II-1/8"TJI/Pro-2XJ Dist I
5,6LO�KING UNDER PARALLEL PARTI710N WALLS ABOVE Pc2 31' If l/8"TJI/Pfo-250 DISC I I I
3??„ooC p NON-BEARING WALLS, Pc3 5' II l/0"TJI/Pfo-250 Dist
IH'_g4 I I I I (y5I I I I I I I I I t6 O.C.(m BEARINCa WALLS. Pc4 3' II'I/8"TJI/Pro-250 IIalst I 1
I I iH_ ALL JOISTS FRAMING TO BJaMS,GHALt.BE Wnl q3' II l/B"TJI/Pro-120T5 I
'* SUPPORTED BY SIMPSON {A210 METAL JOIST HANGERS- 5hl 4'x 8' 3/4'Plywood 43 I 43
I I I I L6 SINGLE JOISTS-'U210-2 0 DBL JOISTS(U.N.O.) _
7. ALL FI-OOft JOISTS is FIRST FLOOR FRAMING
cv ( I I I J41 I I I J3 I I ICI I SHALL.BE t9.2 O.C.
I R ® INDICATED BEARING PARTITIONS ABOVE OR BELOW PROVIDE SOLID BLOCKING AS REQUIRED 4�g �d A
■PROVIDE SOLID BLOCKING TO UNDERSIDE
1
OF FLOOR LOADS.HEASHEATHING
RE:RE: i/D-2
FOR TRANSFER
- --' -
P OF OINT
-7
F A2 Il5" I I 10. ®DENOTES PLUMBING DRAINS-MAINTAIN 12"
_ I.15` - CLEARANCE TO FRAMING MEMBERS
17-24'
I I I I LEVEL NOTES V
� File Name:cypr055.Joe /( �-
a
" Level Name:First Floor
_ 1- J61 I I I I I I I I I I Plot Date:10/23/00 Oq:43 5TF0-{.L6aFNR I'
— a ' _- I I I I Design Date:10/23/00 0q:21 Ts LPL( Ij
2'_2" annag:Im Ar—Tyre \'l
Job SCatus:DOO.Ingale. /8 - I REQUIRED BEAqLENr5TH5 wi0 E_Foundatlom-Foundation x ml aeo,O First Floor...Reo to Plot Warnin avev�olleleuw-er WU4I� L'IS" 10123/00oq:29 Labe �e l
�I MI(INOTE:Level dell n times indicated above--- _ poide assuranc�For proper level Headers not liA2 5tackinq.Loper levels tnusC have earlier I.5" of bepr 0 wI colwrc I.�I q
L'IS" designIIm25o altars rwuel
Design Methodology: A5D Support widths pp ovide _ eeo-ry lmu,Ue,I
Floor Area Loadingq Is: adequate bearingq for r- .ecl lap spwl
40 sf Live Lo6d products not Ilseed. w,n l¢mer ieaaaglml,v�,„r,y
12�F Dead Load
------- Maximum Joist Deflection:
acl
L/240 TotalL Local FIRST FLOOR FRAMING PLAN
I) FIRST FLOOR FRAMING PLAN VVhqtee Av°e�raferm4k an: C ("� Y
Lowest Ratio:g 44 WP320 CHICICC�R f
L - Hi hest Ratin�j� 66
�LL - Gl�ed 6 Nailed Decking Is Assumed
Direct Aoolled Caning Is Assumed
Floor D along:3/4" 'wood score:I/a'=r-o- N0 aewsioN RATE
Normal 0.6.5pocing=1611" -
Default Wnll/Beam Width,8"" --- -----------�.._--
5tandord Rim:Rml" DeAww-o.-Praev _....._ .--__ /4�7
TJ-Xpert 6.1 0674)A
66.1 D6.I 56.1 P6.1 - -'—
'Li"es not
edotherwise _ oAns, rnov.son,cool --- --------� SHEET NO.
2-2x6 HORS 0 BAY WINDOWS/DOOR
' 2/12-2x10 RAFTERS BA 1/14 SUB-FASCIA(TYP.) =21'Cj
mvERTea 2-x12 _R7
:2 G 7 M.L.1H 4811��y DR.
'M 0
6/12 _E E g T�
�
alDCE T _p
-ON-S RCTTPP RRACIP(2.4)
T
TPI TRUSS BRACING SCHEDULE
M-1 BOTTOM..0
A
PEPP"aHAGNc(-)a AFPRox.4s 5717 II E
v
211 DIAGONAL BRACING 6/1 2 z
�4 UNDERFRAMING9
NAILED To Top SIDE OF
I @ 24"O.C.��
BOTTOM
CHOR(ITYW END OF BLDG. �0/,12 E
2-12d NAILS
P
BRACING TO BE ®TRUSS SPAN UP 27-1-
AT 0 T 2,' 2
45 DEGREE ANGLE 4 (3 8
To
'P Up To
8 0 TRUSS
SPAN PAN UP TO 6 RFRAMING 0
AS GONG.
16/12 -142 RAFTERS
24"O.C.
P\ I I I I I
ROOF PLAN-STND. ELE 0
A..-ENl
FIRST LATER OF UNDERL
To
N4 LATERAL BRACING ECEVE&S WATER HA SHIELD
< NAILED TO TOP SIDE OF (SHADED
BOTTOM
CHORD W MIN, SPACE h ALL VALLEYS P
2 �2 NAILS(TYR) HA—DTH Q S-ORTS OPT. U
"n
GENERAL NOTES:(ALL DETAILS)
T 0
1.PROVIDE TEMPORARY AND PERMANENT
-4
S
BRACING A RECURRED BY TPI HIB-97 I , q'gn y1O.2.LAP ALL LATERAL BRACES MIN.2' 1- 12-2A2 HnI _1-ill
DIAGONALS FROM BRACED 3.PROVIDE IN ADDITION BAYS,
A SXR AT AT BOTH ENDS RECOMMENDED BY TRUSS AULDIBRACIANG
AND F?U INTERVALS TRUSS
SS ED S 4
NO I SHOWN ON CERT. R RAW GS
2x6 S -FASCIA(TYR) 2-2,02 HDR. Q)
BOTTOM CHORD BRAG IN L CL
Q)0
N.T.S 2xID RAFTERS
2/8.' 4C
ROOF SHEATHING 0 24
Ml. S.
__j D 0)
S2MPRES WEB SLOPING OPT. WINDOW SEAT
VER HSION @D204TTED AREDS DENOSHEATHING
ES A%INFRFRAMING
CAL OC_FOR
SHE UNDER OVE FRAMING
TO ALLOW F PROPER VENTILATION
CONTINUOUS LATERAL BRACING RE: SHEET A?FOR ADDITIONAL FRAMING NOTES UL T u 0
PER TRUSS MFG
ROOF FRAMING PLAN [TG-1 2 'a' ory
NE
WE=
GENERAL NOTES El=
1, MICRO-LAM(M.L.)BEAMS AND TS,TO BE 6,ROOF DECKING SHALL BE 1/2'*WAFERWOOD. ROOF FRAMING PLAN
INSTALLED PER TRUSS JOIST CORPORATION
RESIDENTIAL PRODUCTS REFERENCE GUIDE ALL JOISTS FRAMING TO BEAMS SHALL BE WP320 CHICKORY
,,, M, ,A CST
ALL 2X�H.E ERS Ar BEARING WALLS G7EATER UP .11 IEG SONY SIMPSONGMETALH NCER
, L W., M,
O�,,DSHA _AT BEAMS
"A." ro BEAMS
UNS ILL RE,SURE?RTED By 2)2X6 HALL BE SUPPORTED' a U210 METAL
BRACING TO BE AT ST D AT EACH I"D
2,A S-
THAN
45 DEGREE ANGLE 3 M END U.I'LO, ANGERS UU,N,O.),
MICRO-LAM REA AND BEAMS SHALL�E SUPPORTED
BY U�2�SFILLER 0 EACH END U,N,O) I
2-2�6',W/I INDICATES BEARING PARTITIONS SCALE CEISIO. pare
X4 BRACING NAILED TO OPPOSITE 4, GIRDER,TRUSSES SHALL BE SUPPORTED BY 9. ODER OTES 2x4 SUPPORT STUDS-SEE NOTES #2,/3 ABV
IDES OF WE"ORTHOGONALLY), - x6 s @ ACH END(U KCY) RE: 4/D-5
TRU55 SECTION (T'rF.) "TLL AT go'.ENDS AN,A )O. BEAMIHEADER LENGTHS ARE SPECIFIED IN SOX Y D. TP1.11 -9
205 MAX INTERVALS ALONG SAME I ALL SFRAMIN MATERIAL SHALL BE 11TE A
WEB MEMBER PLANE LINES4E A,BOTTOM CHORD LATERALS PPUCEG
N.T.1 (OR NEAREST VERTICAL MEMBER) #2 -PINE-FiR 11 2-2x6 FORD @ NON-BRNG. OPN'GS ......
UTILIZE MR.2-12d NAILS EACH 12�NOTED OVERHANGS ARE FROM WALL FRAMING DATE, 7 N-MBER,2- SHEET NO.
TRUSS TOO OUTSIDE OF SUB-FASCIA
GENERAL NOTES JUz
INCLUDE FRAMING NOTES
- A�PPENINOHEIOHT5HALL BE El" THE MINIMUM NFTGLEAR
FEET,THE INIMUM NET CLE
L NINDON5 IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENIN5 OF 4 5OUAPE KEY DOOR SIZE NOTES
OPENINC,HIDTH SHALL f
APIF,0 ALL ABOVE ARIE 511-1 HCIOHT SHALL NOT BE MOPE THAN 42"
2 14 STORIES I I MICRO-LAM(PL)BEAMS AND TJI'l TO BE
AND REMAINING&ARACE NALL5 ATTACHED rARA6E, L
PROVIDE 51b"TL`lE ON BOTH 51DES OF COMMON WALLS OF N PI IN57ALLED REP TRU55 JOIST CORPORATION
E
3.ALL AN5LF5 ARE 45 DEGREES UN�rEILIN(, RESIDENTIAL,PRODUCTS REFERENCE OUIDE
FRAMINH,MEMEER,5 6'
E
R ILIN65 VANITY TOP5 _Il, 51DE OF HAS e D
LE55 NOTED OTHEREN15E. 2 2065 P -2"X RAIENAMT TUB E_In
AOVIDE PROPER 1ACrING FOR 1105E BES,FIREPLACE MANTELS,PANEL MOULMN6, X X _1 TOLE'
I
5 4 ARE FROM�5HONER. INDICATED
15ARA6E HINDON',CIO NOT -1 CENTER.LINE c DRAIN ON WON-LVL'15 ONLY N
e PROVIDE FRESH AIR FEED FOR FIREPLACE PER Ny5 CODE, E G
RE AL - /
I APA6E ENTRY DOOR TO BE EGUIRE LON E GLAZINO L NON NN M TERJAL.SHALL BE
51RUlF�'0XF%Ml,',;B,4,TT
3/4"HOUR WITH AUTO CLOSER INCLUDING METAL JAMB IIND FLOOR DECEr"'N'"ALL RE
M.G.IRO,=13 112"X 25 1/2'BOTTOM.45"AEE, 4L FIRST 4 5E
514"
ALL NON-DIMEN51OWED -11 NAFERNOOD-OLUED AND 5GRENED X 6�. l-y
,�!ALLS ARE;&APA6E EX� 5,13LOCrfN&LNINDER PARALLEL PARTITION HALLS AE30VE
HOUSE EXTERIOR.-5 1/2,,; 2�RCR-5 1/2" 6066 _10 112,
Ir HOUSE INTERIOR-3 1/ UNLE55 NOTED OTHEFNISE V, X --1 0 FN-BEARING NALL5 .1
c.-
PROVIDE FiREBLOCIINI I"I.E.F.MIN, 14'X b_10 I/-, el.
11 &p ARINO NALL5,
12 2x6,EXT.STUDS lb O.C.,2x4 BRN6,ETUDE 4 OTGHEN/BATH WALLS 16"0,C., L SUpE'o',)T5ETr5—AMINPO
By 5M 5�O
N PEAM5 SHALL BE 4 c
U.-I,-SMlTAF JOJ5T HANCERS e 15�
113"PLT.HT,a P-�1/11 PLATE HT,a 2ND FLCOR5-U,NO� L L.JOI T5(U,NC.)
13." — WHT 0 JST�2N[l FLOORS-UNO. INDICATED BEARING PAR
PRC TITJO145 ABOVE OR BELOW E b
8 n P OVIDE SOLID BLO�rl NO AS REGUIRED
FOUNDATION NOTES X OF F�,OVIDE SOLID ' UNDER51LIE
L 0_'Nr
0- LOOR 5HEATHH'I'll'O'GI TRTOSFEP
F POINT LOADS.
-b 3/4, 1 EVENOTE5 FLUIWENN6 DRAINS- AINIAIN 12"
5/8�, CLEARANI�E TO FRAMNC MEMBERS
LP
PI-SONTE 7-10-X
1.CONCRETE 5TRENOTH AND RFINFORr EMENI PER ACI CODES qoelb X FRENCH SLIDER. q 1-0 1/
2�MINIMUM 45"DEPNH TO BOTTOM OF FOOTING FROM FIN15H GRADE bobb x I- I '4� 5/11'
1/2� TRUSS BRACING DETAIL
IT L 26 266e,
5 SEWER MAIN AND HATER PETER TO BE FIELD LO RADF x POCKET
4,SUMP P T TO BE FIELD LOCATED DEPENDIN(�ON r
5,5 TUMINOUS DAMPROORN6 PER NY5 CODE 5 (10613 x ERFNCH 5NINC
, A,
X - 14 1-0)12
6.HINDO GATLD qolo OVERHEAD ........ , 1-1
2 30ce, I X"L 0
N NELL 51ZE AND DEPTH TO BE DETERMINED IN FIELD AS REQUIRED X -1 2 ?',ATI,
I CONNECT FOUNDATION CRAIN To SUMP pil & H L,<ET NAI , 01TIAL L,3RA I"P
P 2 306a X t, A 1. 14"XL'-O 1/2, BOTTOM r P D,�,
30 qObb 5 N61 BRA WAk,5,S(,TyS�%g EATENF�OF BLDG.
POVIDE KEYWAY BETWEEN FOOTING AND FOUNDATION OF 12`�4 M IT _HCIRp P/
DONEL5 0 3(,'o,C X 1 3'-2"X 6--il' GINS TO BE AT
DEGREE AnN6LE 14,4 TR 55P HURT 4 2'
8010 X OVERHEAD 8'-2'xl�-111 5'9 TRU 5 SP N UP To 6,
0 5TORM 5EHER TO BE CONNECTED'PER TOWN CODE C,x 6�
SUMP P-1 T -a 5/e, 4,
lC FOUNDATION DRAINS SHALL BE LOCATED ON 50TH INSIDE AND OUTSIDE
OF FOOTING AND CONNECTED
U 3"! TAPrO TO SUMP PIT AT BASFI,E WT r-ONCIIIION s 15,
PRODUCTS C MONOP05f 11�A.STEEL PIPE COLUMNS B�'AKR N WINDO
O.'OR E�AL FASTEN N/I rONrRETE FASTENER PEP,P05T ZYOOS�,!,,'
rA5TEN STEEL POSTS TO NOIOD BEAMS N/2 I(ld NAILS PER P05T KEY TYPE SIZE
TArr HELD STEEL POSTS TO STEEL BEAMS H OPENING AT
CONCRETE 5TPENOTH 4 RFNFORCINr PER A.C.L CODES -1 6-8"�5'-0 1 15' 2X*I'LEL TLRALjlRA INS
5x - ` 11 -0 1/2" NA D 0 To 51 r
14.112"0,10"ANCHOR BOLTS AT ALL EXTERIOR HALLS 28150 2 112' 5 IF
F, BOTTOM CHOI�F)N1 mloNF
12 0M ALL CORNER/OPN5-5'-0'O.r.MAX(MIN,2/FLATE) D 5,_4 "0 12' 2-Dd NAILS(TYP)
15.FHE AL
,�OHABLE SOJL BEAR)N6 rAPACITY USED -0 E
FOR '51, COO
16 - —PURP05EI HAS 2 FEE. �02 '5'0 1/,'�
11 REINFOPCINC STEEL TO BE Fq=60 r5l, 12 2'-0 /, �15' L a
IN5TAL -25 INSULATION TO 4a"BEL-ON FIN 5RADE 112"5'-0 112�� q)0
AT PER,F� M -
"3 LOCATION 0- 1Z DIA NE Q)
r �?UWAL5 FROM BR;�G-Ef-D >
F FURNACE a H,N.T�6 APPROXIMATE 2'-0 12"� -0 112- BA)5,TREffAT AT BOTH ENDS
lq�PROVIDE 2 EA�-4 RE-BAR5 AT FOOTIN65 PER siL CONDITIONS 1. 2646-2 4'-6 112,11 TRUSS NOTES ANF A 20 INTERVALS ;<0
L
5050-- -O'x 5'-0 11Z LJ
2520- -4'�Z- I'll
ENERGY CODE N 5H 2030 -0 W2`� -0 J/2" LAIAIV < n
3 0 3'-4 112".5--o 112" L PROV�DE TEMPORARY AND PERMANENT
NEW YoRr 5FATE ENER6�CONSERVATION CONSTRUrTION CODE 24860 NL
FAPT,5 COMPLIANCE 0-2 112" flB-ql
BRAC
UILD NO DE516N BY ACCEPTABLE PRACTICE R — _6 1/2" 2,LAP ALL.,LATERAL BRACES MIN.2' A u 0
5H 305 3.PROVIDE
BUILD1145 ENVELOPE DATA 5'-0 112�.5'-o 112, NIN ADDITION ALL 5RAGIN-
CT REGOMM DELI BY TRUSS MFC,AS
5/4 5'-5 5/b".2�-Jl /a,", SHOWN E Tp
YE E3648, 3'-0 1/2"x4'-71 I�6,1 ON GERT� _U55 DRANIN&S,
ROO
F�TERIOR ED 4040 -0 112'x4'
R=24 4' -0 112"
DLOSP�6EILIN6
R=20.5 FX 342o 3'-4 112."x 2'-0
FOUNDATION HALL R
6E INSULANON plo� --14 FX
L'A P,- 28,22 - I x 1-10 112"
5 BED R=!O 245�1
CILAZINC
ENTRANCE Dlog, R-I R/A G
ATED DEP BELCH GRAD' 1-25 E=21 �r)
INSUL 2'-4 112"
K 1--b,
1,4b FX Ol WAVERLY PLACE
KYLD,HT 96 OF TOTAL ROOF AREA 1% AXjj-jJW P=3 b AN I
-41/2".4'-4 112-1
3/0 -0 1/2�1.-S q/16., GENERAL NOTES
A 1 4/0 f-I 5/6',2'-3 leI`
FIREPLACE SIZES A — N- I
A RO,WIDTH R.O.HEI61 WOOD RO,NIDT I "I'll , 211 1/2'x -0 /C- NO
DVR36 0.HEIGHT -5b3 0 12"x?'-1 /16�1 -N, OE—..
D 361, BC-36 41" Aj FX �020
VR3q 40, 411, - -1—�I_0 1121,
561 BC-42 41
T-NRC 2�744 114" 511� I —All
VCVR36 40 1/2�L/11_11,
I I��� 40 112. N-1
SHEET NO.