HomeMy WebLinkAbout39589-z ADDITION LIST OF DRAWINGS ENSPIRE
Oe,Nm (.,�Nr,a.Le
Architect
FOR THE liki�"IE �s� GROUP,E 0 "`°
A-0 COVER SHEET BORE IA, NEW
RE RK, 11716
1, SUITE "
BOHEMIA, NEW YORK, itJ
rPhone G}) -p1 -,500 Fox 631 -4J1-,510
— — —
A-1 FOUNDATION PLAN „l` : "•: Wisjl
York . m ue& GENERAL NOTES Mechanical, Electrical,KEIL RESIDENCE
A-2 FIRST FLOOR PLAN
4735 WESTPHALIA RD , A-3 FRONT & GHTELE REAR ELEVATION
B ❑ � z ❑ ❑ � MATTITUCK , NEW YORK 11952 A-4 LECTION "RIGHTTELEVATBIN
A-5 SECTION "A—A" & PLUMBING
RISER DIAGRAM
— A-6 WOOD CONNECTION DETAILS
S . C . T . M III 00 - 113 ' 13 ' 1 . A-7 METAL CONNECTION DETAILS
Than 11"Weer end n. H u. wen"( .m
AewiWcr'e •.N
to
yt
Fron
ow
DESIGN COMPLIES WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE As WCFM g U I L D I N C C 0 D E A N A SYS I S on
Pthen—��NonriY � mh_P . .mhell he her Few -in wor`r, were a ..M°•� °"
2001 EDITION ,-� L E G E N D �w;n or .-rojM°•.: :hy The Anhwei An'net Midto
women ed
* wlw, shown coker.~wary01;076 Mule 1,�
US IN) who " rylnu"y vn "rte.
1 . REFERENCE STANDARD: AMERICAN FOREST c RARER Assoc {AF4: r ;—FAA I1 2D01 ed Two
.'e nanal
6. NAILING Ac FASTENING SCHEDULE FOR STRUCTURAL MEMBERS
J� NEWCONSTROCTI•N
2. FLOOR AREAS: EXISTING CONSTRUCTION General Notes
TABLE 312001 WFCM WOOD FRAME CONSTRUCTION MANUAL E(ISTwGCONGTRUcn•N
EXISTING 1ST FLOOR AREA: '414SF NAILING SCHEDULE n•.EREMOVED)
PROPOSED IST FLOOR AREA: 385SF w,R
EXISTING FOUNDATION AREA: 1531SF JOINT DESCRIPTION NUMBER OF NUM{ER OF NAILSPACING JOINT DESCRIPTION NUMSEROF NUMSEROF NdSPAC1,NG IG FRAMING NOTATION
COMMON NAILS SOX NAILS COMMON NAILS SOX NAILS
PROPOSED CRAWL SPACE AREA: 355SF
ROOF FRAMING WAIL SHEATHING A SECTION MARK
MI
Rafter to Top Flute (Tee-naJeQ(Table 34A) 3-N 3-101 eanaNr Structural Panels So 104 G"
3. DESIGN LOADING: Osv SMOKE DETECTOR
G•Ilme Joist te Tea Plate (TefnaJ") 3-84 3-100 sl FlbrMand Panels e
Gn• • ac s n (Table 34A per Pl
7/16" Gd 3" ere(mrm iEGoov w..mmu•J r`re" Qhma Joistte hrellel Ru,er(Fm-nnl") 25/32' tl - 3" " O cngury M•rvo%UE mrecDR
ren (Table 39A) G-1Gd 400 each lar CA
Gypsum Wallboard Si • ism Si ce•ters F edge/ 10"fiMd
CEILING LIVE LOAD' • 20PAF
Ceiling Joist M Lap Over Rattans III AN each lair
2ND FLOOR LIVE LOAD 30 P (Face-man") (T"Ie 3 9A) HrtOoond W to 3. Dx6xl 0)r int) z NST
1ST FLOOR LIVE LOAD. 10 P Cellar he U Rafter (Few nail") 3-80 3-100 per M
EXTERIOR DECK LOAD 40 P (Table 3 M) P•dideboond Panels td td (see manuf )
BI6kin t4leaf1<rRee-nail") SHEAR H.0 DOM
NOW LOAD GROUND). 20Pg 2-sd2-1Od each one Diagonal Board SheathintWIND LOAD, 32 P 5 F (1Rim Sound to Ra,or(End-nailed) 2-,Bo 3-ip each en0 1"x6"er 1'1 2-Y 3-10d ear suo"n
SEISMIC LOAD CZONE (EXEMP1"x10"awld•r 3-Bo 3-100 ear support
AVERAGE DEAD LOAD ALLASSEMuirin 1PWAIL FRAMING
FLOOR SHEATHING
Q
O SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Top Plate U Top Plate (FactnalUO) 2-1" 2-16d ear feet
Structural Panels -
STRUCTURAL ELEMENTS, 6 LOAD PATHS Top Plates at Intemw ions (Fawnalled) el III pints each and 1" or less td 100 6" ei 12"field
yeaUr than ," IN 16d IF, edge/in field � P391y / �
Stud to SIM (Face nailed) 2-IG 2 16 24Yc ) p -
WINDOWSMEETINGOREDXCEEEDINSCHEDULE:
57{QUARE FEET Header U Head•r (Fac•-naeN) 164 iGd 161 along Oo,mal Sound 'ort- M - _ -_ -
1d Sha i"xP 2-1al 3-100 Per support
OF EMERGENCY ESCAPE AREA WI SILL HEIGHT NOT EXCEEDING 44" AFF 5dies 1"x,0"awlMl 3-80 3-104 par suppM
CLEAR WIDTH MIN OF 20' AND A MIN CLEAR HEIGHT OF 24"
Top •r Bottom PterteslM (Ehe-nan"1 SEE TABLE A3 2-1od per stud hi
MODEL# CLEAROPENING MODELX CLEAR OPENING 1 Bottom plate he Floor Joist. •andplsl. 2,,64 2-400 par feet
TW21NIO 1 Eniplrt, or blocking (Faap-nailed) 1 Nmling requirements are based an wall sheathing paled G inched on "nter at the panel "I Inone f wall sheathing is nailed aches on-enter at the pan•I edge to ebMin higher shear ueamtes,nallina
FLOOR FRAMING requirements Her structural members shall be double, or alternate apnnon m, such as shear plates,
shall M us" to ma ntainthe 1"4 Path No. Date Rov"n WM*YMI
Joist U Sit, Top Plate of Girder (Tare-milled) 4-W 4-104 perjoist Z When wall sheathing is apntnu•us over topped" mombom, the MOulaW number of nails shall be
Shall U Joist(Twnall") 2-84 2-101 each end s mmuffed to be reduced to 1-1 Gd nail par feet
3
Sticking U best (lie-natl<Q 2-td 2-1Od each epi requirements
roc isUnt 11 tap reef ng nails and 16 and staples am prmitan, check IBC fir addiMnal s E EDk I Dti
Slacking he SIII or Top Plate (To-nail") 3-1Gd 4-,6d each block SOI Y Sod As
Ledger Strip U Boom (Facw-nail") 3-i Gd 4-160 each Joist
Joist an Ledger 4 Beam Tree-naked) 3-10 3-104 per joist FASTENERS FOR ASPHALT ROOF SHINGLES 'F
Mand Joist M Joist (End-nail") 8- 54 y
iGi 4-160 per joist SRR90525 Fastemre Fasteners for asphalt Shingles shall be lT` FOF NEJI
Mand Jost to Sill of Too Plate (Too-nail") 2-164 3-160 per feet galvanized steel, stainless wil, aluminum or appear r*Ong mils,
minimum 12 gage 10 105 Inch I2 G] rl shank with a minimum 3/1-mch
(9 5 mm) diameter miles, ASTM F 1667, of a length to penetrak through PROJECT TITLE
ROOF SHEATHING the roe ng matenals an4 a minimum of 3p inch (19 1 mm) iMe Me reef
sheaving Whom the roof shpammg is loss Man 3/1 inch (191 mm) ADDITION i ALTERATION
Strucluml Panels i-d Did Vnotal 2" field thi•k. the fasteners shall p•notreto through Me sheathing Fasteners
shall comply with ASTM F 1667 FOR THE
Diagonal Board Shplhing SRR905 2 6 Attachment Asphalt shingles shall have the minimum number KEIL
1"xPor 1'a' 2-54 2-100 per supeart •ftestenersre
1'x10" or wider 3-W 3-104 "rsupeart qmM by the manufacturer Fornomalappiotm,
asphalt shingles shall M secured to the r with net Ian than four
CEILING SHEATHING fasteners ear amp shingle or iwe f eleners der Defend shingle RESIDENCE
WIIMar1 Where the roof slope •xap"s 20 units vertical in 12 units hanzental
GypsumSe "*lots Ed "store 7- •2-•/m" feu (2012), special men"G of faskning are required 4735 WESTPHALIA RD
EXCEPTION Asphalt stud shingles sheu have a minimum of six MATTITUCK, NEW YORK 11952
fasteners ear shingle where me reef is in one of the follwaing
categories TITLE SHEET.
1 The basic wind sea" per Figure RR301 2(1 is 110 miles per
hour (,Akar or treater and the save Is 20 feet (6196 mm) or
higher above areas COVER PAGE
2 The Mac wind sped per Figure RRW1 2(4) is 120 miles per hour
IF 93 khri or greater
3 Special none zoned ear Figure RR301 2(4) PROJECT No L-o12 SHEET No
mi All
==mom 1MSkN V Mgyy F rItI� m A- O
a rBR
CHEWW
In MEM
scut AS NOTES
ENSPIRE
Architect
ENSMIE DESIGN GROW, III
1650 SYCAMORE AVENUE, SUITE 11
BOHEMIA, NEW YORK. 11716
GENERAL NOTES '°'°` 631 —471-9500
. AFox "'-A71 -9510
sipal
MICHAEL F. NState U, AIA — Prin5202
New YDd State Lcrose x'25202
- 551+ 1 CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE Mechanical, EIECIrIC.L Rlum61n1 Consultant
SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE
? 31 .7 '4 1" HIMSELF WITH THE INTENT IF THEE PIANS AND MAKE WORK
AGREE WITH SAME
/ z CONTRACTOR OR OWNER SHALL *STAIN A BUILDING PERMIT PRIOR
PROVIDE SHEAR HOLD DOWNS AT TO STARTING ANY WORK
LOCATIONS OF OPENINGS WITHIN 2'-V" 3 CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS
PRIRVINE 1 16 CRAWL OF CORNER AND URGE OPENING SEE PERMITS, CERTIFICATES IF OCCUPANCY INSPECTION APPROVALS,
SPACE VENT ns PER NYS METAL CONNECTION RETAIL"%" ON ETC FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION
CODE SR TION RFAoi SHEET IJ' THEREOF IF REQUIRED
OR 131 A ALL WORK SHALL CONFORM TO THE RESIDENTIAL COME IF N YS
—z_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OF 2110 ANO ALL LOCAL RULES AND REGULATIONS
r �� 5 ALL METHODS OF CONSTRUCTION INCLUDING FORM WORK AND
PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY
- - - - - — — — — - - - - - - - - - - - - THE CINIRAcnrt
2'-9 Ii" 6 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH
-- — DISAGREES WITH LUST AS INDICATED ON THESE PLANS, THE
112 DIA STEEL CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT
Y z'TC POErvr uLLV IA STELUMN SHOULD HE RATIN FOLOWTHIS PROCEDUREAND
I I LA"V OL CONTINUE WITH THE WORK HE SHALL ASSUME ALL RESPONSIBILITY
$UBW ARRI CONCRETEPOUREDAND LIABILITY THEREFROM
r VAMR [MRIERI \f FnOTING, " Iul ] ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOILWITH A MINIMUM w Y11.4n4 GA AS nP.w. 1F
E/ sQIL PRESSURE OF 2 uG LBS PER SI FT AND SNAIL HAVERP "wry
UR
II' MINIMUM OF 3'-Y OF COVER CONTRACTOR TO CONTACT ARCHITECT NM�Ixt"�1u
It
(2)134,71NM1 IF POORER SOIL CONDITIONS ANWOR GROUND WATER IS ENCOUNTERED �MRRA"mM.NH�Y14VYV Wnx,ty
— ((( �r � �� � — i ALL CONCRETESHALLBE 3100 P$I CQNCRETE AT 211AYSFORPf HS MtN4 tlF, Xw .wm^n. m .q wy
. =.J_._.. =i_ WALLS AND FOOTINGS AS PER TABLE 4622 or THE REsuENT1AL .. ..CAMPAN m cmnNMN «. ml, IN l WI he WSA . Y
CODE OF NYS GARAGE SLABS SHALL BE 3500 PSI WIY H.
u 11
PROPOSED ] : FOVN ATIou w4u ON 16 11' u R ALL21*5 SERM HORIZONTAL COTINUOUS REwrortcEBNATH moms CsrM t •] mlb n,R MM
ALL RHERSLANG SHALL BE 3311 P51 WM0A1�`°,"'•" AA.R:i m44 C 1990 &S
m1l. ¢w,
t. , O' ,4 "1'��uINTMw..
SPx
1 OUREO CONCRETE 4 yw. ".n
CRAWL SPHCE I `I FDUREBbON WALL NEINF1' 11 ALL STRUCTURAL WOOD FRAMING SHALL BE HEM FIR NO 2 AS FOLLOWS
POURED ON LTGOAT
UNLESS OTHERWISE NOTED CEILING JUST
3+0" BELOW GRADE MIN
.ENDING STRESS- 451 PSI (SINGLE General Notes
E - 1 SO OO
----------------------------------------- _ - _ _ _ 1 I L__- _- - - - - _- N .......
- - _ --------
- ____ _ __ _ __ _ J 11 ALL LEADERS AT NTERIOR WALL CONSTRUCTION SHALL BE
\ 12) 2X c" UNLESS NOTED OTHERWISE
t2 DOUBLE TRUSTS UNDER ALL PARTITIONS PARALLEL TO GAME AND
YUG
RILL AND SAW CUT EVICT AROUND ALL RENINGS PROVIDE DUCKING UNDER ALL PARTITION
DDHoGROUT AS REDM FOUNDATION FURNISH f WALLS RUNNING PERPENDICULAR TO JOUSTS
1O9 TO mmPICAL INSTALL lY+tA'CRAWL I SPACE ACCESS 13 ALL STRUCTURAL POSTS ARE TO BE SOUILY ROCKED TO TOP OF
FOUNDATION WALL OR SUPPORT COLUMN BELOW
y 14 ALL DRYWALL SHALL BE U S G NATIONAL GYPSUM CI 112 THICK
UNLESS OTHERWISE NOTED
15 INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" ,A'"05
STUD5 AT I6" 1 C WITH 112' GYPSUM BOARD BOTH SIDES UNLESS
'u
14
E3o51 Cn FJ �_ � TII wN 1` ALLiMOLDNG•NOTEB
ALL INTERIOROORs SHALL BE STAINED GRADE 0'-B"HIGH X
H AS NITER ON PLAN WITH APPROPRYTE HARDWARE
AND TRIM SHALL BE MINT GRADE
NX O L PROVIDE6J" MIN CLEARANCE ABOVE STAIRS AS PER NYS CODE
F I - - if ALL WARNINGS SHALL BEPERMASHIELD INCLUDING DOUBLE
-
_ I EXIST 4%bUP
INSULATEB GLASS INSECT SCREEN iJAMB EXTENDERS AS SEND
IL�11
CARRIES MANUFACTURED BY ANDERSEN WINDOWWALLS OR EQUAL
J J II (_ -- - 20 ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS
EXISTING APPROVED AND IN ACCORDANCE WILL N E C REGULATIONS
CRAWLSRACE 21 ALL SWIMMING SHALL BE IN STRICT ACCORDANCE WITH THEN Y S -- —
EXISTING — EXISTING I I BUILDING CONSTRUCTION CORE
CELLAR CELLAR - -- --
22 ANY DEVIATION FROM THESE PLANS WITHOUT THE
WRITTEN
CINSENT OF THEATIONOTHESEARCHITECT
_ J �
OR ENGINEER WILL NEGATE THE I
CERTIFICATION IF THESE NPLANS
RET
I 23 THE ARCHITECT OBSERVAS ATIONS
BEEN THE
N TR
AM 1 OR O{$EM1VATION$ OF TXE CONSTRUCTIQN
IS
24 DONQT$CALEDRAWINGS WRITTEN DIMENSIONS SUPERSEDE
A 11 SCALED DIMENSIQNS
25 THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS
26 THESE DRAWINGS AS INSTRUMENTS IF SERVICE ARE AND SHALL - - —
REMAIN THE PROPERTY OF THE ARCHITECT WHETHER
THERENPROJECT FOR WHICH THEY ARE MARE ISPROJECTS
EXECUTED OR NOT
THEY ARE NOT TO DE EXCEPT
ON ANY OTHER NRUECTS AN EXTENSIONS
_ _____ _ APTHISRPOJECTE%OBTBY ION TO AGREEMENT INWRITING AND WITH
APPROPRIATE COMPENSATION TO THE ARCHITECT NR Dote MNNBn---------------------------------
DwCT}1NR
27 THE CONTRACTORIS
AS NERWIDEY OF
DUSTING
AND
UNDERPINNING AS NECESSARY QF THE EXISTINGCONSTRUCTION
THE MICR
THROUGHOUT BE CTIONNAILED TOGNEW ERUMATWO (21ROWN AND GIRDERS %' N
$5'-D'A- - 22 DOUBLE COMMON
WIRE BE NAILED TOGETHER WITH TWO (21 ROWS TBOMEDANWLUSH IL AT CONNETIC9 ALL TRIMMED ANBEASH IRDERSTR SRUCTURNJMIEMBRS TO BE MFTENE TO BEAMS CORNER$OR STRUCTURAL MEMBERS TO BEFASTENERUSING QUANIZU RAETAL HANGERS BY'$IMPSON STRONG
TIE'1RAPPROVU EQWL31 ADIWMBERTHATISEMISEBTICONCRETESHALLBERCI LUMBER
FOUNDATION PLAN
f
SCALE VI"= 1'0"
EXI$TA ,531 SQ FT PADDITION ALTERATION
PROPOSED CrtAN15PACE ARE U PROJECT TITLE'
PROPOSEDCE AREA '15 FT &
FOR THE
KEIL
RESIDENCE
4735 WESTPHALIA RD
MATTRUCK, NEW YORK 11152
TITLE SHEET
FOUNDATION PLAN
l GENERAL NOTES
ERROLL No unz RD
NATE
aD u
ISS
I.1 n MD41. F MMIU, NA w _
MonBe POR H
CHECKUP MY MFM
x'AIS V4' • T-Y
ENSPI RE
e,,XnG,..NF PLLC
Architect
EN"E DESIGN GROUP, Pi
1650 SYCAMORE AVENUE, SUITE 19
BOHEMIA, NEW YORK, 11716
Phone 631 -471-9500 Fox. 631-471 -9510
MICHAEL F. MORBILLI. AIA - Brined
New York Stole License #25202
HEADER SCHEDULE Mechanical, Electrical, nurnii Consultant
ALL MAIERUL FOR FRAMING
HMEAMINIMUMMOFAAr51
NOMINAL LUMBER STE ARABS
12111 Ul
¢1111 4Trol r
55'.8'1. X112 SHE To
-- - r.SB SHALL BE 4x4 INBMINALI
W, ERISTING OVERHANG J
'NOTE ALL GEES CALLED BUT ON ANY OF
31 7 24 1 THE FBLEIWING BMWINGS WILL SUPERSEDE
-- ME FOHEBUIE
s B
A0JJUT BERTH - -- -- -- -- -
OF NEW OVER HANG
FOR ANSI
STON AlLOVERHANG — — —
uu
i y Xr IMMI A
A� 1a._1 � _ A-1
n Any my
RELOCATED L RELOCATED
BEDROOM X1 BEDROOM X2 •, Pi •, •+»Mxu •.A
u r i Ir 1A` uAnnhi w�i
3 N xMem Ji.SA rmaraa AA 11ni NL,
2xA MR '1 $7.
US WAR, RRAL111 101 AM 102)rG rsT tPrunes; Hey nit Am Red fir vs UAA Iii
SN R,Ig oG -.
1t � General Notes
.IE GC MIS' OC
€x`
EXISTING VER HANG - J
WALL TO BE rya
REMOVE.
ry E ,• 5.�, 3' 6'
EXISTING EhISTINGI EX INE 112 11 GLULnM FLUSH GL T CL �
PYX EFlsiw h6 CJ .Y
�1 _ W �O Yj. .W k Cmle"OC ''vy 5B O ^"
PROPOSED
.111 `+Sn Nxw STUDY ST 24 CJ AN,
SA
-'C EXISTING\ �a LAUNDRY ,EF'� \ O / T
EXISTING ROOM 4 st
BATHROOM
EXIST A EXISTING
CL KITCHEN _ CL
EXISTING EXISTING 0 3�" - i1 34" a' 8 n
CL THROOM 1 EXIST 211 R R
" 11A 6160c
i EXISTING XISTING PROPOSED FAM
BUSINESSMEN OFF
EYCA ROO My
EXIST 2a Me —_-
,31'iYC
/ Soo Nx EXISTING
EXISTINGCL coO %/'
r
>E
/ - -
�Ary� c KITCHEN EXISTING
/ EXISTING . DINING ROOM \
MASTER BEDROOM a 0 < Q 4 NOU Date ftvhft 1 DBmorlpi
6�. EXISTING O k1 �I� \ Nx ON
/ d% GL �EnED AtC
-
EXISTING ExlsnNEXISTING ErisTINGz — — -- - - - - - - - —
JfyE�L MOgI4y•?F
— — — — — — — ANN�j
N
lF, ' 6]5201 yOC
Gp NEW
487 x_ 7_1".-
-- - ---- - - -- -- -- ---- PROJECT TITLE.
kADDITION A ALTERATION
55-9
FOR THE
KEIL
n FIRST FLOOR PLAN RESIDENCE
EXIETING ATEA 144 G. FT 4735 WESTPHALIA RD
SCALE 1/4 1 .4' ADMITION AREA US so FT MATTITIJOK NEW YORK 11952
TITLE SHEET.
FIRST FLOOR PLAN
n NB U-B12 Poll No
oxi 4.9--U _
INEIGN BY
mmvP.R L
—= ry WM _
SCALEISE A 1_B.
ENSPIRE
n[,un Guur /HC
Architect
EN"E DESIGN GROUP, PUC
EXISTING RToF 1650 SYCAMORE AVENUE. SUITE 11
STRUCTURE BOHEMIA, NEW YORK, 11716
TO DE rtEMnvED
Rhone 631-471 -1500 Rx 631 -471 -9510
MICHAELF.
lMORNLLa, - 0
DD
l
Now York State License x2522
Mechanical, Eecb-cal Rlurn nlConsultant
,i44MI ASPHALT
- - ARCHITECTURAL"
HIEING
�—
110 AZEKFASCIA
WU WHITETE ALUM 1LVM T
— GUTTERS
LEADERS
' �— EMERSf '
DOWNSPOUTS
�tl l-I� 111 T li II I T l_ 1 v -
ANDERSEN VINYL
I�II't1 S ( WIND WOOD
1 J i1 !
Tit - -Ill wwDOws -
1A f(' II I p I tI IITIt11 tl T71:1 II 1 —PERFECTION CEDAR
JiTf III II II II [r�� VINYL SIDING EXPO E
TOMATCH
TOMASCH E%I STINGTRIP onrolo. 'w he dat'ohne
I�I_I� T I Il _ III IIIA - T11111 - - I_ homin Am oft,40 for M' �w �0,n.�,the
� III II II ``I II , f SII II f
PROVIDE MITE SrwnN of Me x't"•R^"^a a •• •wee •, •M nM
I1� l Lr �TI _ Tl III li + )�T fI 11 l_F 7 , _ I f - AZEK TRIM ,,,y P�N•",o"`won,��„N"',`; •„µ„„•
IIL-T It r6 MATCH ErtsrlNC tLaa�E . m... ...o HI . .roem
IIT{_-y�-r`{fT� _ 111111 I 1 I I,�fITyL_I •rA"a, P". u.. .. .w ,. emx.X I. an
_ G-WIK phew", . �• o ,M
1111T.Inni U. UP Unwe
us , 0 Connote In lose 0.0
022)P, . w.e.�: ro.�... ,
P..a,. rat oE or 1978 NUT, 17,
n, ..M.m.M, nOWm, ..m.. emote
...menu. If .. w W. ,or my Pura. P.R...
LL
General Notes
FRONT ELEVATION
SCALE 114 —1 4
TO ROSE
I -
� ]
,.AAGUR -
ARCHTE�TRUL NR,L -- -- ---- - . �
EZOZERER
ROOFING - -
- - - -
'
PW Date PWVWWSAG
LD
eomM1EELC YL ,.r AaErcFxA
W,WHITE ALUM
CUTTERS
LEADE
DOMSPOTS
ANDERSEN VN CLAO
WINDOWS
vwv . rznxTNPERFNTJN CRINInwuTOMAESIG MAOR,1D
l0
�m
III III Ii JiTIT�,I ' 1111
,11111 - _ ' IIIA - ill �p NEM1
PROVIDE WHITE
I
in uTFUDR AZENTRIM J rJl I ' - I L
,aP FMUF TO @ISTING PROSECT TITLE.
0 0 ADDITION i ALTERATION
FOR THE
KEIL
- - 'I RESIDENCE
4735 WESTPHALIA RD
MATT'ITUCK, NEW YORK 1*52
TIME SHEET
FRONT i REAR
ELEVATIONS
R.+ xo jo_" SHOT NO
LATE
4D 14
MIN.LL F IIIP�ID, /l9 A- 3
RM1 vK
va• . r-r
ENSPIRE
Dn,Sn Gr„pp. plyi
.Arcllltect
EN"E DE" GROUP, M1C
1650 SYCAMORE AVENUE, SUITE 11
—� OOHEMIA, NEW YORK, 11716
Phone 631-471 -9500 Fox 631 -471-9510
MICHAEL F. MORMLLO, AN - Principal
New York State License #'25202
Mechanical, Electrlcol, Plumbing 0.nsultmt
12
Tr I icy
+_
II TI II IIT � � —III I �I - I - � 416 ,
-
IJLI I II I II ITTI� II _l o, AY the rR
I �I�
_ �,f ,- 111 r c' X111 11 - ` 11 UP Arthdreck. In% end lon to III to
neent n'
I T 1111 7 I III 11 - - 1 -_I III o
J1 l'i 111 L' _ II r II I lfl 111 1111 /711 II1 Tll lhlE 'I IIJI If.V, arc m. .n.. .. entoA,noIn AW
,
wilten 0 the UP for buy Phone, ... .nn :.x, m. .wi`.,6
,srfLwR .� wow r,.n,0 ,. It. u... . only T
I
T I I III I I L� I I
..n.wn.. a u. rl.n r m. x.nlr�.�we Foul Throsom wrondento one on"Hated ort boor one still � m
- I, l I� 1 I IT - { dooks
� u tw
ILC I , Ill Lll f q _L 4 1_11 S(Al ow ended IN) owed"I Any oI AT 1174 rw..
General Notes
,� LEFT ELEVATION
F�.LE ,,. ., .a.
TO AGE
L —
---
I
WW_LJ� L
Ta wuL nuusT DEPTH
HANG _ — —
T�
OF NEWFORROPER ill� l Ill nIET�il if-ir IYiI
FOR PROPER
PERFECTION "OR ^ I r �— �C
WEXISTING
ANDERSENVNYL P'.
OVERHANG
y,L T
4 N 'fn 711 IILJI . 'I -� R Na Date Ibv41M
WINFel 1 'J
EDAR
VINYL SI.WG, EXPOSURE
+- nwa EIUME III I� l 1. O
T.MATCH EXISTING
I _ I T
156 Ras 11111 — -
•
_ EIJI ^ OF W
PROJECT TITLE.
ADDITION i ALTERATION
---- - FOR TFE
KEIL
- -
RESIDENCE
4735 WESTTFUWA RD
RIGHT ELEVATION MATTITUCK, NEW YORK 1*52
scALE ry"=, 8 TITLE SHEET:
LEFT & RIGHT
ELEVATIONS
En N. H-SM III No
OWE 44m
lNual I :M. F .�.. N q- 4
P.R
In MTM
SKILE ICI I-F
ENSPIRE
Architect
ENSFlRE DESIM GROUR, IBLLC
1650 SYCAMORE AVENUE, SUITE 19
BOHEMIA, NEW YORK, 11716
Rhone631 -471 -9500 Fox 631-471-1510
ROOF CONSTRUCTION MICHAOL F. MORDIl1A, AIA — RrinciDDl
4$WARCLUTECTURALASPHALTSHiNGLEs d
W ICE SHIELD MIN FRJM INSIDE OF WALL New YRk State License 2$202
OVER 15 x FELT PARER ovEnL
ToRICK WATTEas Mechanical, Electrical, Rlumbn9 Consultant
-- CK HSG lA li Ra. nor \ _
1 Rnrtea c ��`
T \ 12
CEILING CONSTRUCTION 26 @32 •u
p c W. OVER dxe'CLG JOISTS
IDILnW Rdp BATT _
INSULATION
` To WALL I, r+ "
T 4�,
2T,
EXTERIOR WALL CONSTRUCTION i� I I I
OMATCT
PERFECTION S" Ex POSunE V11J Thai dra NUS mM "Red 1:"nm. �t OR •„
TOMIEOE EKISTINSOVER Trver RELOCATE* CL RELOCATED _ NN• • •R •N DR W • MIR ed fi I. •m o m not to AN used wI
HOUSETOP PLAT C•x STUDS SXEATHING — u. Weete •.
wARd for
AN lzl zr. TOP R IJ KR.F FACE T BEDROOM k2 BEDROOM ki =nwm.w„Rnm P m ween PeRe. Ad a. AGINT .No it A
• Mr
Ali" JG R-1a KRdFT FTCE• BILLART - J L T — .nr�11p l.Mia1 n,u
JVwI
c
INSULATION ON OA PLATE u•L^ •r M'• •oW y
I N No A.nn2r 4 .µ
FIRST FLOOR CONSTRUCTION m... i.r.,r,.,to ON n,w1 u.
FINISH FLOOR SELECTION BY OWNER OVER I GIRRIGC"Oot MnNm a
OOR
ER 211,
} conae, x III WN
15i awR NISPAIN I•OC AIT IN 9MDnuGINn �n L - - II II 11 61 III - I �II II xmRroie1. e. 0 MWSURNO u,
WI FMME MI•SMN WIR 25 PTi INSTAL _ _ _ t^NM 102)udingw ,.. RIOUNGry Tood
BOLTS A aCORNER, CRAWL $RACE us cw ..n... i
- TERMITE
smMANCHOR n••w.. r.r m.na .iiw nim..
SHIELD SILL SEAL INsu4il•ry En•M 4mm.M. mry n.fM y .grt ,u,u.
SILL CONSTRUCTION L],
QI^x E ACO SIU PUULATIOl
General Notes
NO ESS THAN TOO 13 PER GLLI _T
FOUNDATION CONSTRUCTION _
i'P•VREDcmC FOUND WALL ON
REBARON UNDINT di BELOW CRU MIN
IN C FTG NONE V ,245 /
SLAB CONSTRUCTION
^' POURED RODENT SLID OVER 6 MIL POLYVINYL •N WELL
COMPACTED POROUS FILL
SECTION A-A
SCALE 114 Of 4
No
INT
Fb. Dab MvMMR Dw illpi
rarnns ui:in, Ea,nrm rno,nm.
O
—N xon TOLD, n * ,
ti A
n-x 4•m
a
7--- ------- ----------- —H i--- -- --- ------- U(!
' ov Nom"
-- I
PROJECT TITLE.
"T"" -- i- - ADDITION & ALTERATION
we
FOR THE
KEIL
°• ° • RESIDENCE
" 4735 WESTPHAUA RD
MATTITUCK, NEW YORK 1052
M
TIME SHEET'
SECTION wA-A'
n PLUMBING RISER DIAGRAM
i R.UAONG RISER DIAGRAM
NT$
n NO µ.O12 xD
4}µ
Wi
DY MH1l F MRYL., NA A- r
MR V^
CHUSIND BY MEM
114• � Rf
ENSPIRE
Ueval, (miW RLL('
WOOD FRAMING FASTENING DETAILS Arch IIDI
ENSMRE DESIGN GRrSYCAMORE AVENUE. SUITEE 1S
1950 BOHEMIA,
1!
BOHEMIA, NEW YORK, 11716
Phone 631 -471 —1500 Fax 631 -471-1510
MICHAEL F. MORDILLO, Al — Principal
New York State License #25262
Mechanical Electncal, NumYm! Consultant
SINGLE OR DOUBLE STAGGER JOISTS4 IN OR
TOP PLATE \ CUT RATE TIED WITH 25 GAGE USE SPLICE PLATES
STEEL AND LE OR SOW VALENT SEE SECTION R9232
TOPPUTES
FIRE LOCKING ANN
MOUND PIPE HEADER _
LACK STUBS
SEE TABLES END Fill
OR TRIMMERS AND RW2.512)
F
WALLSTUDS
BDUDxOIEMVC SEE SECTION RIM123
BaFFSTUN FUH MIN 20 GA COILpatramou �.. .,of ,n, n
,-4111 IN Mlry »EDGE STRAPsommessommen rah"u „mhe uses �fal
SDN MN Ta EDGE am orther
BOTTOM SOLID BLOCKING Mtir< naw . M I' •
rom
PLATE . . . �. .".m .m Bwn«.ry
TFT FLOOR JOISTS FRAMED OPENING FOR one "i.
SNFLNR 'n� "
am ryNEW WINDOW (OR mannewromel Into u The ormaxwe worm
FOUNDATION •,n" ..w "'"
-
SILL PLATE — CRIPPLE w,Lu EXTERIOR DOOR) �umenM in" net w.'ew son an LdT1 rn:se
SEE SECTION RW,!
"LET MUST NOT — ~General Notes
EXCEED 9 PERCENT FOUNDATION
xSITE EEDXPR L_ _ _ _ _ _ _ WALL STUDS
BORED HxES MV ITxxE15BE1WEINY PERxmArvO ANCHOR DOLTS EMBEDDED IN
NET BE LOCATED1 nINDWOF STA13 THEN siw IIN DY41N FOUNDATION 2FOC MAX
SAME CRtl55EC11MaF MUST BE DOUBLE ME Na MOM Two DIAGONAL IMAGE
CUT OR NOTCH INGND IS STUDS ME"Ll INF d LET INTO STUDS
BBRED
CORNER AND PARTITION POSTS
NOTCHING i BORED HOLE LIMITATIONS FOR EXT AND BEARING WALLS I
APPLY APPROVED SHEATHING OR BRACE
SCALE N T S EXTERIOR WALLS WITH I IN BY 41N BRACES LET
INTO STUBS AND PLATES AN EXTENDING FROM
BOTTOM PLATE TO TOP PLATE OR OTHER
APPROVED METAL STRAP DEVICES INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS SEE SECTION R 11110
TYPICAL FRAMING DETAIL
SCALE NTS
TN PLATER
I
L
- u3 -I —u3 -- SIMPSON HDU2 HOLDOWN W/ SST31G --- - -
ANCHOR SOLT
NO NOTCHES p
TUD PEWITTED
�R. wEM DRMX HEADER STRAPPING DETAIL T-
..�T�.xPTx
— _—
vB N MIN 76 EKE FLOOR JOIST CENTER CUTS NO SCALE
A7 IN Mw To ME I
1I4MM
1 } ID No. Deis Revision Deeer"On
NOTCH MUST MT 1
EXCEF PM W LBI4 MAX
xsnaBEFUTH L rtloAitiA
BBREDI LESSw L
MT BE LOCATED IN THE FLOORJOIST-EWCUTS ' A
SMIECR SECMNBF
CLUSI NRCX INSNF
MAX D FROM
SUPPORT
I I
NOTCHED B BORED HOLE LIMITATIONS FOR INT NONBEARING WALLS T
I D
PROJECT TITLE
SCALE NTG .,3 MAX 1 ADDITION i ALTERATION
FOR THE
EXTERIOR OR BEARING WALL RAPIER CEILING JOISTS (103 GI KEIL
RESIDENCE
NOTCH GREATER THAN w ( 4735 WE3TPHALIA RD
PERCENT of THE PLATE WIDTH METTAALTIIE0ACROSS)AANDTOEACHI'E MATTITUCK, NEW YORK 17!52
SIDE OF THE NOTCH WITH G- 1H 013 MAX
NAILS EACH SIDE
TITLE SHEET
WOOD CONNECTION DETAILS
PIPE OR CONDUIT
21N MIN FROM TOP
TOP PLATES PIPEAND BOTTOM OF JOIST D (ACTUAL REPTH) phill xB tal ni NO
4414
BERSON In MBHIyF , ARBRUN x A_ /�
TOP PLATE FRAMING TO ACCOMODATE PIPING TYPE NOTCHING DETAIL IDR x�
V y{T1
SCALE N T S SCALE N T S scrats AS NeTin
RINIFTER a IG" D4 ROOF RAFTER ENSPIRE
CONTINUOUS RIDGE VENT MODEL 1[520"
ATTACHED NV (4) DeaNyn Iirx7.lLLC
DETAIL N R N a� Nn1Ls MIN nT --Iv_
45 Architect
aDTH ENDS 1G,
12x" RIDGE DOARD ONE 5zE RAFTER CONNECTOR T, ENSPIRE DESIGN GROUP, PLLC
LARGER THAN RAFTERS / All ^^'k 6ALV METAL WASHER
1650 SYCAMORE AREN UE, SUITE 19
RIDGE
MODEL " H2 " MIN. 31 SO MODEL 'M') Phone 631 -471-95001JFae 631-471 -9510
SHINGLES AS 5PE6 1 ' MICHAEL F. MOREIW, AN - Principal
ON OMNI 1/2" DIA x 12" ANCHOR New York State License #25202
TOP PLATE " J' WLT 0 23" 00
I ' ROOFING FELT AS REGE? MIN In EM ED6 NT) Mechomcal, Electrical, Plumiin9 Consultant
I
12x" RAFTERS AS REO'D ROOF RAFTER
CONTINUOUS SELF ADHESIVE WALL STUD
I
ICE DAM MEMDRANE, 2' 0" MIN S2 x G AGO
INSULATION PLYWOOD DEGKING AS REQ'D SILL PLATE
AS REQ'D� NOTE TH5 DETAIL 15 UTILIZED
NOTE- MAINTAIN PROPER WHEN WALL ETUDE ALIGN DIRECTLY
- GLEARENGE FOR VENTILATION W/ RAFTER WHEN RAFTER AND 5=5 FOUNDATION
e I' Y 1( 0 ',1 ARE NOT AL1&NES USE GONNEOTORS
DETAIL " 5 " N DETAIL "52' t '1 T" ON THIS PAGE WALL
DETAIL " T "
0 11 'J 11 TV STUD O
RAFTER-Ta TK PLATE INN60TI" G III 14. O
\\\ Mb FASCIA TMP EACH RAFTER O UTILID HHEN WALL SM" AJ-154 aIRGORY W RAFTGRr '
<.1 PREFORMED AL(SMI�R ®
CONNECTIONC520 •51MP50N STRONG TIE =GALE. NTs MODEL ' H2" aY 51MF.EON STRONG TIE IIIx/,LE, NTs Y MODELDOR ALT-6Y SIMPSON05NTRON& TIE 43 O uu V NTs „. '` m no krainwi rowd, I'd
w M`^N ni y—N:y m_.nd for M •ten'
z on
AS R50IV JOISTS PERFORATED VINYL BIDING rannin
CROWN MOULDING OVER VOL TOP It wo NW
WALL STIR Hakfe N H. III •—m • .. %•
TRIM 60ARD DFL TOP PLATE PLATE ^^�ne Win" UP..
nd"'"m•�n u
FIRST FLOOR TEND - , Ade � nF�prow1. i, aIf nd
-N LENGTH us Ind. wrom o Greg 1I,,
184 andrado wandely ", wrong
2x4 STUDS AT IG" O G _ -' s'i m iud"N Wil parat" Inde
OR AS REQ'D HEADER 5/i" DIA x I2'
1 SHEATHING AS REO'D SALV METAL STRAP ANGHOR "J' a L WIWIr
• 45" • c iney WIN, A• n m. nn-
0161- 06 (MIN T" EMtEDMENT)
tt MOREL " 5P4 " I U 2' General Notes
SIDING OR STUCCO
AS 5FEG.- 5EE ELEVATION -.
12x" FLOOR JOISTS "1_,' 111 INSULATION AS REQ'p SALV METAL
AS REQ'D - 12' STRAP a Ii" OC
DETAIL " X " wnu sero ai N"�i,ILs SME Ef)
wTH ENDS
<3)IM NAILS JACK 5TID
DETAIL N , d EACH slRe RF sTu9 (2) 2x6 AGO
DETAIL " Z Is I s1u PLATE
UN
eALV METAL (2) 2xG W SILL PLATE HALL TION
TERMITE SHIELD - 5/D" ANCHOR 5OLT5
AT 45" 0 C MAX
TOP PLATE TO STUD
O CONNECTION AT &AELE-END WALL a IG" 00. O JACK 57)D TO HEADER CONNECTION STR IN& DETAIL
_ MODEL " 5P4" SI SMP50N 5TVC)i TIE =LALs vis MODEL " G520 " .Y 51MRSON STRONG TIE s ,NLENT5 i SLALE: Il
5.
GELLAR SPACE 11
.a HALL
STOP &ALV METAL
%4 AT IG" O.G AT GALLS TIE-DOWN
2" PG 5GREED GOAT _ 3'-O" AND HIGHER - -
I ' '
_ 12" GRAVEL COLLAR
VAPOR RETARDE In -
Ga r" `ScZ
h � 5
(2) %$ KEBABS DONT .ASE PLATE
3" PERIMETER DRAIN A/
SE Fdll-I MN FILTER FABRIC
I
W. • Dale MWalan DwarrtNn
TYP . NALL SECTION
ONE STORY W/ BASEMENT G5 n10Pa m
6ALV METAL TIE-DOWN IN/IN 32" <� 2
SCALE " = 1 '-O" O OF EACH CORNER OF 5TRlOTURE
MODEL " HD4 " 6Y 51MPSON STRONG TIE SCh' HTS
OF £�
PROJECT TITLE
ADDITION i ALTERATION
FOR THE
KEIL
RESIDENCE
4735 WESTMHAUA RD
MATTITUCK, FEW YORK 1062
TITLE SHEET
METAL CONNECTION
DETALS
radval No MMHB cTEET No
mun�+-0i
well OfMau& F. MaaM.a, As
Adel
P.R
n Mp4
AS N.T.