HomeMy WebLinkAbout1000-70.-6-10 9
OFFICE LOCATION: ® c��.® MAILo BoADDRESS:
Town Hall Annex
54375 State Route 25 - ; Southold,NY 11971
(cor.Main Rd. &Youngs Ave.) ,
Southold, NY 11971 ® Telephone: 631 765-1938
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: July 10, 2024
Re: LWRP Coastal Consistency Review for THOMAS &JENNIFER SMITH
SCTM# 1000-70-6-10
THOMAS &JENNIFER SMITH request a Wetland Permit for the existing one-story dwelling and to
reconstruct and raise a portion of existing roof 1.5'; install new windows with transoms, exterior doors, and
cedar siding; relocate one existing exterior door with existing stoop removed; reconstruct three remaining
stoops; existing brick patios and brick walkways that surround the dwelling to remain. Located: 3121
Oaklawn Avenue, Southold. SCTM# 1000-70-6-10
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of
Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based
upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as
well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP.
Note that the structure is located within FEMA Flood Zone AE El 6'.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written
determination regarding the consistency of the proposed action.
Cc: Honorable Lori Hulse, Attorney
Town of Southold R E C E I V E D
E
L 0 3 2024
LWRP CONSISTENCY ASSESSMENT FORM
Souinold'1 own
A. INSTRUCTIONS Planning Board
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area(which includes all of Southold Town).
3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus, each answer must be explained in detail, listing both supporting and non-
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions, it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold 's
website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# /O Y 0 - -7 0
PROJECT NAME l-q r cy
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
1. Category of Town of Southold agency action (check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital ❑
construction,planning activity, agency regulation, land transaction) ❑
(b) Financial assistance(e.g. grant, loan, subsidy)
(c) Permit, approval, license,certification: 21,
Nature and extent of action:
AC IC
/ 0 c_T
Location of action:
Site acreage:
Present land use: S i n� Cidvr r C �'PG�Jo/1 Gc
Present zoning classification: `
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: 117 0 rrr1 r
(b) Mailing address: 3 l l C��� �Cuti:� h`vt' f�t} lv i� l/ �7' 7
(c) Telephone number: Area Code ( ) / 7" 2 7 — LlS'1 C
(d) Application number, if any:
Will the action be directly undertaken, require funding, or approval by a state or federal agency?
Yes [0 No❑ If yes, which state or federal agency? Ai Y f �Ed,
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation
criteria.
❑Yes ❑ No [ZNot Applicable
.
/ PP
✓J PC7 (/v'; 0-1-7Ct 16CCL� Dt �eL cII trri ;,?,fe—( 4 ae.S7/Iek <' .
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LWRP Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No g Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
❑� Yes ❑ No ❑ Not applicable /
h & c-6'�' 6-e—LlC G-si // �yr�Zc,,�� /7-bff
�rl �uir�e ✓iJvrk vti�r �i c, ;ied %� Cruz
Attach additional sheets if necessary
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages 8 through 16 for evaluation criteria
u Yes/ No ❑ Not Applicable /
vice _ n �rnJ<.tc� rZau7���LC �� vi c`� �� Pj�v�✓��rn�:�1
Attach additional sheets if necessary
Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
❑ Yels ❑ No IONot Applicable / / rJ
�(,�f�CT (ti��� Illrv� r7 J rt'Ytr'G C uYl iv'GL ✓ vC�r J J'��; i�J
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22
through 32 for evaluation criteria.
❑ ❑ ❑
Yes No Not Applicable✓
fl1Q JT'7�� 'Dr- /1C� ��(v� �7, �� D� /4)Ci�(
r�
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑ No[21/Not Applicable
Attach additional sheets if necessary
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and waste's. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ (st
No l�1 Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation
criteria.
❑ YeJ:1 No VNot Applicable
Attach additional sheets if necessary
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No 9Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
❑ Yes ❑ No lzrNot Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages
62 through 65 for evaluation criteria.
❑ Yes ❑ No 10"Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No [2rNot Applicable
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. ® . •(square feet)"' '.Lot Coverage (feet)' :. (feet) .:(feet) .. (feet)
200,000 to 596 6o 30 _ 6o 100
. .99,999 PROPOSED ROOF120,000 to lo°6 6o 30 6o 85
1 99,99E JGQG IL c2,L MN,
80,000 to 1T9,999 zo% 6o zo 45 75
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40,000 to 59,999 20% 50 20 40 6o dp9�S3�GpiOOqQ^�G+IOO G'Q��p M9G9Mo
ALTERATION
AND INTERIOR
z0000 t039,999 20 NJC�
t9,9739,0a"Iq
Less than 20,000 20% 35 16 R5 35
onconforming lots with primary and secondary front yards shall be required to meet the following. RENOVATION TO THE SMITH
AreakD AR,
....(square feet) Pnmary Front Yard Secondary Front Yard Side Yard' j ��6�5c,
Less than 20,000
35 20 10 RESIDENCE � ��•
-- - 20,000[039.999— _ -- 40 - - 25 - - - 15 -- --
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STORM DRAI NAOE GALL: OAKLAWN AVE7 .
1. FaJNOFF WEFFI IBM. � TNY
1971
ROOF •IDO t
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1
2. PROLA STORAGE=FOR 1•RAl1EALL=Jb'1 12-13-23 ISSUED FOR PERMIT
a§, 03-24-24 REVI5ED PER T0I N
1 COMMENT5
I. rr,c Ar xc AINA,rF AREA a), • RECON5TRUGT 04-08-25 REVI5FD PER TOWN
R 1415 SF.RDOF 16T xl 24-1 • EXISTING ROOF
2. ROOF AT GARAGE ORAINA 5E AREA(LP) 552 SF COMMENT
900 5F.ROOF x J61 x I SOJ RECON5TRUGT Uy
EXIST 5TOOP (C;./ H 3.PAv9R Aram 1 PI, 151 195 SF �y A 5'I_ ��e RECONSTRUCT
942 SF PANNE x.161x1 •
AFMA • G ; 2J EXI5T STOOP
4'LANDSCAPE LAND CA 195 5F
4pi4 SF LA105CAPING x J67 X.2 = 135 �° •
TOTAL . SEEN v''y
RECONSTRUGTB
USE(2)12-VIA x 4'DEEP STORM POOL EXIST STOOP B¢10
W OPEN GRATE 403E x 2 = 60T3 15D SF j -
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DRAW I NC I NDEX a
INITIAL LATEST ISSUANCE
S
NO. DRAWING TITLE ISUANCE REV15ION NO.S DATE
TI TITLE SHEET,GENERAL NOTES AND PLOT PLAN 12-13-23 I 03-24-24
Pn@19l2 hV#e 23-024
E EXI5TIN6 PERCENTAG LOT C0VERA6E @ROPOSED PERCENTAGE LOT COVERAGE ,�$ EXI GROUND FLOOR PLAN-EXISTING 12-13-23 I -
n PROPOSED PLOT FLAN EX.I STY DWELLING 1225 5F EX.I STY DWELLING 12.25 5F EX2 EXISTING ELEVATIONS 12-15-25 1 03-24-24 � °C�I199 PRO,£CTS--24
EX I STY DWELLING 1225 5F EX.I STY 6ARA&E 305 5F TOTAL WITH INTERIOR ALTERATION 1225 5F DMOI DEMOLITION PLAN 12-13-23
SCALE I•. EX.I STY 6ARA6E 305 SF EX.CON,STOOP REMOVED -56 5F AO SCHEDULES,NOTES E DETAILS
EX.CON,STOOPS 56 5F EX.CON,STOOP RECONTRUCTED 56 5F 12-13-23 D°G3p�7i IIGI®#e
INFORMATION PRO DED BY OTNER5 FOR REFERENCE ONLY,SEE 516NED AIO 5EMED SURVEY TOTAL ADDITION d ALTERATION 15B6 5F TOTAL ADDITION E ALTERATION 15&6 5P NOTE' Al PROPOSED FOUNDATION AND PROPOSED FLOOR PLAN 12-15-25 1 03-24-24
1. ALL EXTERIOR SHEATHING AND SIDING TO REMAIN. A2 PROPOSED ELEVATIONS 12-13-23 I 03-24-24
TOTAL LOT AREA 61M 5F TOTAL LOT AREA 6T91 5F 2. NOT A FULL INTERIOR RENOVATION
PERCENTAGE LOT COVERAGE 23.4% PERCENTAGE LOT CAVERA6E 23.4% 3• NOT A SUBSTANTIAL INTERIOR RENOVATIONS A3 PROPOSED ROOF PLAN 4 5EGTION 12-13-23 I 03-24-24
4. BOARD OF TRUSTEES APPROVAL RE6AlIRED A4 PROPOSED SKY PLANE DRAWING
S. DEC APPROVAL REGUIRED 12-15-23 TI
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REVISED PEP,rover
I (GIRDER I GIRDER I I ---------� I \/
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COMMENTS
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_ I I
FOYER
srEPs
---------------- ——————
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— — T.O.WALL h — — — —
ELEV.T-O" — — — — ELEV.9'-O"
T.O.WALL
ELEV.T-6"
azs5XE
FINISH FLOOR _ _
— _ _ _ EL FLOOR h
ELEV.O'-O" ELEV.O'
12-13-23 155UED FOR PERMIT
03-24-23 REVI5ED PER TOWN
00MNENT5
FRONT ELEVAM ON nLEFT ELEVATION
SCALE 1/4'_I'-0' SCALE I/4'.I'-0•
F
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12
i3 L3}" 2 ul
T.O.WALL o x .� z
T.O.WALL
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ELE — — — T.O.WALL E C
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_ FINISH FLOOR (]$ X
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REAR ELEVATION ELEVATION
RIGHT ELEVATION Mp MO.. PRolElf23-024
SCALE I/4'a I'-0' SCALE I/4' I'-O'
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EX-2
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REMOVAL NOTES: 6a �
D-I EXISTNG EXTERIOR YDOD FRA^ED WALL TO BE RENYNHD AS IWICATED IWIWIN6 Pig gogG'=172HU19
AN 59 NOT LIMITED TO ANY AND ALL EKTRICAL DEVICES,ISCHANICAL,PLUMM6,GYP. G3M7CgL3C96QDD c 9 im
50.1 MISC.FINIS H,ETC. Q,99e9d9e
D-4 I D-II I I I D-2 EXI5TN5 H WOWS 5HALL BE REMOVED 1 DISCARDED IN TIEIR ENTIRETY. OPAL,.
__Lo
I STEPS I I I D-3 EXI5TIN6 EXIMOR DOORS 5HALL BE REMOVED 1 015CARDED IN THEIR ENTIRETY. L�SW
rp_- I p 3N I I I
L®J O RB OVE AND DISCARD EASUNS,HOOD FRANC WALL AS INDICATED INCLWIN6 BUT NOT
LIMN®TO ANY AND ALL ELECTRICAL Ir- DEVICES,WLWICAL,PUL NN5,6YF.B0.1 MI5C. //"'��' �C/Y/•
FINI5NI5 ETC. ! �{ f F••,—11I O\\ / r---�
EXI5TIN6 DOOR,FRAFF/HAREW4RE SHALL BE REMOVED 1 DISCARDED.
�T D-6 EXI57IN6 Y1N1D FLOOR FRAMING,fAIPPORiS,PIERS,ETC.SHALL REVVED INTIER1R
ENTIRETY TO ALLOW FOR M31 CON5TRUCTION.
\ MASTER I I /,``� ''�,•:� 16 a4/
\ I I / D-T EXI5TIN6 ROOF FRA19N6.5IEATHING,SANGLFS,CEILING.105T5,1 CEILING FINNS �O E5
BDRM KITCHEN 10
`\ O SIVU 13E REVVED 1 DISCARDED. Qf
\\ O DQ- I / J� D-T � El75TNG FLUMM FEATURES SHALL BE REMOVED/015CARDW IN THEIR DOZETY.
`\ D-4 ° O l D-10 D-q EARN&KITCHEN APPLIANCES,BASE CABINETS,HAIL CABINETS,C M IERS,ETC.SHALL
\ KEE L--.I I BE RE10VW IN THEIR BHIRETY.
D 5/%A`\\/�`\\ (-7.� /' I(1(�� D-10 EXI5TIN6 FLOOR FINISHES SHALL BE RBIOVED TO WBROOR 1 BE PREPPED FOR NBN
// r FLOOR FINISHES. 12-13-23155UED FOR PERMIT
CLOSET ` I ® fT/ // D q I D D-2 Q EXIST N,NS CO .STOOP TO BE RB40VED 1 DISCARDED IN ITS EMIRElY. 0 2M 4 T5REVI5I:D PER TO
//A WN
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STEPS I
DN I //' LI�VINI6 `\\ I I .
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LLL-- FOYER STEPS I I
DN I I
GENERAL REMOVAL NOTES:
D-2 D-2
I.THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL(EXISTING
UTILITIES,PIPIN5,WIRIN5,GAS LINES,FLU MBING LINES.ETC.THAT ARE
°2 FAMILY o-2 AFFECTED BY ANY AND ALL AREAS OF DEMOLITION.SAID UTILITIES
SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE
ROOM D-T PROVISIONS PRIOR TO PROCffDIN6 WITH DEMOLITION WORK.
D-2 D-2
2.ANY AND ALL REQUIREMEI4T5 INCLUDING BUT NOT LIMITED TO OSHA
AND NEW YO WO STATE BUILDING CODE REOS FOR
WOR
K RK SHALL B FOR ADHERED TO FORR ALL
ALL WORK
PERFORMED IN CONJUNCTION WITH THIS PROJECT.
3.CONTRACTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS
PRIOR TO CONSTRUCTION.SHOULD ANY BEARING PARTITIONS BE
REMOVED AS PART OF THI5 PROJECT,CONTRACTOR SHALL PROVIDE
TEMPORARY BRACING UNTIL NEW WALLS OR SUPPORTING MEMBERS xi
D-2 D-2 D-2 D-2 I D-2 D-2 D-2 D-2 D-2 D-2 ARE IN PLACE.NOTIFY ARCHITECT OF ANY AND ALL BEARING A H
PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE
STEPS
5 I I ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW
D-I I I CONSTRUCTION.
L---- 1 J 4-CONTRACTOR SHALL VERIFY AMOUNT OF EXI5TIN6 WALL FINISHES TO z"W
BE REMOVED FROM WALLS THAT ARE TO REMAIN.SAID FINISHES TO 0 xi .-H
BE REMOVED MAY INCLUDE EXI5TI146 VINYL WALL COVERING, E.F 5:-
PANELING,ETC. i�
5.ALL MATERIAL AND DEBRIS REMOVED FROM THE SITE SHALL BE E-
LEGALLY DISPOSED OF BY 6.C. W J
6.ALL PLUMBING U WORK SHALL BE REMOVED AND GAPPED IN E z z
ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING
GODS AND ANY AND ALL LOCAL REQUIREMENT5. A O
i PROPOSED REMOVAL PLAN T AGCORDANIE WTH�FE�OV SIOd OAFTAE"ID4T�ONAL 1�EG;"RIG ��W O.4 —~L
SCALE I/4'v I'-C CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. CD
8.O.G.SHALL PROVIDE TEMPORARY SUPPORT OF ANY b ALL UTILITIES, E
PIPING,CONDUITS,THAT 15 AFFECTED BY THEIR WORK.
q.CONTRACTOR SHALL COORDINATE W/OFMIER THE REMOVALS OF 09ul
EXISTING ITEMS THAT OWNER MAY WISH TO RELOCATE/REUSE. 0 Q'y
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GL DD M mg PRO.EGTS-23-024
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TABLE 31
FA5TENaz SG1E l FOR 5Tl1CTURAL MEMBERS ..
JOINT DESCRIPTION
tbMBER AND TYPE OF
FASTENER F R/ \MIN 5 NOTES: SIMPSON LSTA 30-06A.
NAIL&PAGING
x RIDGE 5TRAPS AT EA.
Rat er sc P ROOF FRAMING r e TO.1 a 3-bd er ra c I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOLIGLAS FIR-LARCH 2' H'RR a I6'O.G. RAFTER.
Gellln Dist to To Plate Toe-nulled -ea er Dist STRUCTURAL GRADE NO.2 OR BETTER. TYP.ROOFING
Ge111n Jalst!°Porallel Ratter Malle 416a earn 2•ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE CGA TREATED LUMBER. I'MIN.AIR SPADE 2°x4"COLLAR TIES AT
Gen Joist L over PmtlNomm Malletl 4lbtl 3.ALL SHEATHING TO BE APA.RATED,EXPOSURE I,1/2°MIN.THICKNESS. ABOVE INSUL.
Collar Tie to Rafter Facevwlle 4Hd r tie PERIMETER PANELS AT EDGE OF ROOF 4 WALL GOPHERS TO BE NAILED®4'O IS'O.G.�'DOWN
Bloc o Ra!er o Ma e - each L ALONG EDGES 4 6'O.G.IN FIELD hV SOLID BLK6.UNDER ALL SEAMS.
RYn Board to RaFtcr a tl-nalle 2-Ibd ntl 4.USE 50LID BLOGKIN6 OR X-BRACING BETWEEN ALL JOISTS®H'-O"MAX.SPACI CEILING J0115T5.AND
WALL FRAMING 5.PROVIDE DOUBLE FRAMING UNDER ALL POSTS a PARALLEL PARTITIONS. L.1L3Cf�O�64
T Plate to T Plate Motle 2-Ibd r foot b.ALL FLL15H WD.CONNECTIONS TO BE FASTENED IV RATED 6ALV.FETAL
To Plate at Intemecdans ion-rialletl 4lbd Dints-vac sltle CONNECTORS BY SIMPSON(OR EQUAL). + + + + �9r23 L'30O G1q oOG�L'1MLgNJ[$
5[utl to 5tutl Face-nallea d 14'o., + +
Heaver to Header Manes 2-Ibd I6°oe..,-aa LAG BOLT NAILER K/(2) G90MC#L'�C,I@41D°r pw mm
T ar Bottom Plate LcStoat ae,2x4 5Nd 6 L/yt{\Z N 6 NOTES:
3/B"41 x 4 1/2"BOLTS 0 32'O.G. 699°4d9°OO&�J
3-Ibtlper 2z
4-Ibd r 2z sled
Plate to or n.emu et or o awMal - o TYP.EXT. TECO EA.R.R.TO 2"Xb"NAILER WAIL.
/l fl o
WINDOWS/SL 6L.DOORS AS MAtd1F.BY MARVIN,INTEGRITY W/ c�JI S/_'\IS
FLOOR FRAMING IN5UL.&LASS,IMPACT RESISTANT 4 DES ON PRESSURE RATED AS REOD O WALL(2°x4° n
Jo a ist to Sn1 T Plate or 6vtler Mulled 4-Ba joist BY CODE QB U5E,5TRI)CTIRAL PANELS FOR STORM PROTECTION- IN ATTIC U
Sr I to Joist e 2-Bd end PROVIDE PRECUT,PREDRILLED PLYWOOD,1/I6°THICK. SPACES) ---
Bloc to JOlst oe-wile 2-bd eM INCLUDE ATTACHMENT HARDWARE, r D A
81ock to 5111 or T Plate e-nalleN - earn block A!'
Lee er 5tr1 to Beam aeeMalla -Ibd Dist AND a 112'OZ.F/SPANSm IB TIEE.bF/SPHANF ET. TO b FEET,
Job on Led er o Beam oe-nalletl 3-Bd Dist �r p� 1
ea
BUILDER TO VERIFY a CONFORM TO ALL REQUIREMENTS.REVIEW OPTIONS ' `
Bantl Joist to JOlst 6dv,all0 3-16d er Dist WITH OWNER
Braid JOlst to S,I or Taa Plate To-11 2-16d obt
ROOF SHEATHING OPTION,LS PROD.ILL LEE F/H R HARDWARE,
TRIM(ALUM.GLAD)TO ATTACH PROTECT
r PANELS.PREDRILL HOLES F/HARDWARE,PROV.PLASTID INSERTS TO PROTECT
Dtrm ur i-Is o l5al6'a a. 6"He FROM WEATHER,ETC.(VERIFY DETAILS) `\ C
I16°or I'x0' 2- ort MAINTAIN 'CLEAR
1110•or wider 3-Hal ort FOR VENTILATION.
CEILING SHEATHING r QF ryc••
NOTCH RR F/ 20
IIbO HALL THIN*
Sal coolers Te a l0 Neld CLIMATIC GEOGRAPHIC SHEATHING TECO 2-
5W"ural Pahe15 Htl 6 ed° 12""e1d DESIGN CRITERIA: EA.JST.
Floe arCONNECTORS a 16"O.C.
Pales
btl 3'each, b'Fleld 25/3 l.J•:
(ONE EACH SIDE) Oc�UC�1lJL5°o
25132° Btl 3'e /b'field
AMERIGAN FOREST AND PAPER ASSOCIATION(AFB PA) R-50 INSUL. 12-13-23155UED FOR PERMIT
Ib°m T'° e o• l0 WOOD FRAME GONSTRUGT ON MANUAL FOR S G'J' 03-24-23 REVISED PER TONN
Pmtlab'demB ed Pme1s bHaa LOO 6 ea o/ae it item ONE AND TWO-FAMILY DWELLINGS.(2001 EDITION) CCM ENT5
D wl Boartl Sheath) TYP,ROOF,TIES,
116'a 116' 2-Btl ort
3-Bd ort 51MPSON°M°
FLOOR SHEATHING GROUND SNOW LOAD 20 PSF CONNECTORS®Ib"O.G. UN.O. II °X4"
Structural-Is I --,-a - 150 FEH(3 SECOND GU5T)
I' s HO b`ed a 12"11e1
ter t lOd b"ed e/6°fb ci WIND EXPOSURE GATE60RY B(SUBURBAN,SEMI-WOODED)
DI n°I Bocvtl Shea SEISMIC DESIGN CATEGORY C
116'or zB° - Per seppo 1
O or wi a >stl ort 1-FATHERING AREA SEVERE O D UNA.
ROOF SHINGLES ICE SHIELD YES
Asphalt roof sin les Gale.s[I 4,.12 ga.shank W a min.3/B'dla.Fu;od.Fmtener shall trace FROST LINE DEPTH 3'-01
° 1^9 tMovgh tXe roofing materials oral a min.o1 3/4-into roof zheathl„�uw shall
ooF mmuFactaer mtl ovlde w less thin 4 Fastemrs er strl sin le. TERMITE AREA MODERATE TO HEAVY '
Nailing requtremenb ore bored on wall sheatweg nali°d 6'm center at the pool edge.If call sheaNny Is nalletl DECAY AREA 5L16HT TO MODERATE
3'm center at the panel edge to oblate hlrher shear caPaltles,naling requlremenM For zWctuwl members
shall kxs babied,or altem� cancctors,curl,as shear plates stall be vxd to maintain Ne bad paN. WINTER DESIGN TEMP 11
•Won call sFmoNbg Is codwous over comcated menbcre,the loos eted comber of was-11 be pennitted to be DOABLE TOP PLATE
red,ced to I-Ibd null per foot.
NOTE:ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE GODS REFERENCE NOTES: HEADER
REQUIREMENTS OF THE TOWN OF SOU7HOLD AND THE FOLLOWING:
THI5 APPLICATION/PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL O? F-PULL HE16HT
CODE OF NEW YORK STATE R306 61az1og at Ivnardws locations shall hwa glarrV pro Icn n confonnahm with r3OB.h gehs glarng to =f STUD
all doss oral Fixed sale panels,61az, less t1an 60 chive sutures of ht»showers,etc.6la 1 wrtNi 24'
ENGINEERED 5TRUCTURAL COMPONENTS AS PER A5GE 1-10 arc of doors n closed pmn'n moor sots less thin 60'dine N-6la:tg over 9 sq�e I-and less ttm LB*
drove FhhtAed floor.6'z mar sta A .See lete text of PJIMA.61az For fts an 1-U"x 16 GAUGE HEADER TO STUD,
n9 Ywoys a'al"9z C0^P irg W°C JACK STUD BY SIMPSON L5TA21 CONNECTOR
CODE G PLIA G localbns ad ex°eptkm. STEEL GOLIED W/16-10D FASTENERS
THESE P ANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW TYP.FLOOR STRAP NO.C515
YORK STATE.ALL DETAILS AND INFORMATION HEREIN 15 CERTIFIED BY THE R3086 54#t,ad soiled glang 5h°0 copy.th this sector crd have leiy teupered glamg. JOIST BY SIMPSON
LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING, UNDER P50N10I5 I2"
=&sage oWP ng protection ad s=p .tbn req V d to be m rioted aid In-Famance with ION.fudge END LENGTH)16" WINDOW SILL
I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES floor surfaces 9n11 be sloped to famtate the mwemed d Ilepids to bran tawad the man venkle ewy OL ��
2. 2020 NYS UNIFORM CODE SUPPLEMENT
3. 2020 IEGG BOX BEAM. 5TUD TO RATE,
4. ENGINEERED STRUCTURAL COMPONENTS PER ASGE 1-10 R31OJ.1 All amrgercy escape ad rescue openbgs shall trove a mnnun ant clew opening o!5.T sglse feet. MATCH FJ
5. WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION FOR ONE AND TWO STORY 24'mnnam clear oPe^n9 hekjd,2Lr= clear opening North,44'mml sill heljlt. SIMPSON"HDUS°UPLIFT
FAMILY DWELLINGS CONNEGTOR W/J'DIA. �+
THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRAGTIGE FROM THE FINAL,INSTALLED 5TAIRHAY5,NANPRAILS,6UARD5 tHALL BE INSTA IED IN FILL LOWOMANLE HITN THIER TYPICAL AT CORNERS i 1E�„I
REQUIREMENTS OF THESE DOCUMENTS. RESPECTIVE CODE 5EGTIONS.ARL119EGT 15 NOT RE5POIGME FOR TIE5E IMTA1J.ATIONS. OF BUILDING AND AT
R314 stall rot be less thin 36 Mines h rind wdM at ail nts alcove the fled Fmdall he ri BOTTOM PLATE ENDS OF SHEARWALLS.
MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED 5t°Ir'nJz p° pain
ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS.AND ad bekw the requred katraom hekjlt.fhd'alb slmll rot prt more than 45 Fines m eM-deed 7-r W
SUBSTITUTIONS WILL BECOME THE BURDEN AND REASONABILITY OF THE ztainwoy ad Ile mnmm clear w69h o1 to sla�Hay d and xbw the hadan feyM,tcLdYlg treacle ad C O•sl.l+ „"I
GONTRAGTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING laaytgs,shall not be less thin 515 Mbs Aere a n Is installed m arc sale and 21 tutees Mere haxtalls G
Lu
PROCEDURES,INCLUDING THE PRODUCTION OF ANSI TEST RESULTS,AAMA TEST cre prodded m both sides.The.."riser he shall to B75'ad the mlmmm 4ead depth sha11 be 9'h E E" W� n
RESULTS,ETC. wmomarie wltli R3142 hMtrrrn heatroan 6'-B'. slats 91a11 be provided wPh IllxnhxR'n n acordarce wft
Section R303.4.Enclosed amerble space alder'state doll have walls,tiring stair slMace ad ay soft is fx E
protected an the-dosed side will I/24ah qp I board F U
R315J Ilandalh Ixrvtrg mhhlsm ad maxhum hekjlts of 34 Khes ad 38 W.ks,respec,lvehy memaed z z l(1
GENERAL NOTES vatica�shol he Fgdtetreadsfanbep�dded d aesaledslahwa.Alregired w w
hadailz sfnll to cadtuous tM tell length d the slats wan h+o a more air
a pant drab,dove the w[�i
lop rKer d a flkjM1 to a poM dnecty drove the'west riser d the FII ,.Gals shall be retuned ar.shall
lermbwk n newel Posts a sde,y t-tools.H d-1H atltacer4 0 a wall shall Iron a Wm of rot less bin 15 W O O O
I.All electric work shall cdhpy with the Notional Electrke Lode.Electrician shall obtain Ile aderwlters Mines(3Bmzhl between lie wall ad the hand'd1.The hadip Paton d hadak stall Mina ocular cross �O w rx 7-
se rtVkale for all electrk wink aid shall sabot,to paler.Provide all autlete ad)=tbn bases required section of I-V4 Yrhes mlriltm to 2si/B Ineks maxlnm.Edge radNs of UB'.
far d1 uaroes,pimps,egeq,mem etc.Cmtrodor stuI bg,M at% Fa W N p if l
flzttres mom tacks,T.V.cdale Imks,etc.with olaher m requred for the full Imblldim old sa factlon R316.1&Lords ae to be a mnham d%Mies(414nm)n hekjM Open sides of stairs with a total rise of Inge W(Y.I .H O W
d paws requUemerts ad rode canpIl afire ord sinll provide sore.Ardkect N rot resto-toe Fa tlim 3o Mes dove tre Floor a grade bebu slnll have tyatr,+ead1 side)rot less ttim 34 Yehes h Fe4�d C7(/] Lu
cimtrkal de5kJlz for this protect h ay ugmlty meaured vedkaliy Fran the rhosinlg d the treads.(5ecad stay grads are recommended to be hq r)
2.All pMrbng wok Shall wply with the Natlowl Pulbtg Cade old all local modes.Lantractar shall TYR.ANCHOR BOLT, a 0
review with the owner the requnements for pihmhbhg totallatI-hwlvdng bin ro,Ihru,ed to flxkres,tPo, R311.1 Sngb oral Itlplestatlon smoke dams Snail fx trotalled h each sleepng room,outside of each separde 5/B'DIA.4B°O.G. TYP.HOLDDOWNS, 1--1
fasorbs,etc.ord requir-ors Fa water servke ad domestic tot water.ArdJtect b rot respamble sleeping ae n tie Irmedlale vknby d to bedoom on eadl addBWnl slay d the dweling nclvdhg COORDINATE PLACEMENT BY SIMPSON,HD2A CONNECTOR W/ (y'w Lu
lam n i cantrmwr smn 1dc sad Lein n mcorda.ce wltn the tx>semeds.Tr alum aevkes snap x Merearec,w n stall a marl-Lind tre mtt+dian d ae clam win (Sx E 2
a9 P J f' col cc4• ty' Prw [ay BOLT T DOYA!BOLTS.VERIFY 5/&"BOLT
SCREWS(OPTJ AND EXTENDED
d ate I and shell coardhde all tkrm re o-ed(a' oval of sum.Ord aGtivde an of the slams n the hdlNMai hmlt.The slam shoo be clury axfllle n an Iz6'ooms ova backroud j 5/8°BOL7 FROM Elm WALL aw cpFmove pm lspec s ofpr BOLT TYPEJ9'iBEDMENTJREBAR 1`
s Mica! final link Imatlom shall be rs s Contractor atoll We swan with hake levels Mth all bhtwenhg doom closed.All smoke aimm shall be listed ad installed n mcordmce Mth (SEE FND.PLAN FOR LOGATINS) H V rvey tg bg owe aveyor. pro yor w the
o kbm of Ws code ad he M sehod Ftew a bind FPA72. ETC.BEFORE CONSTRUCTION O L 4?
nFormotI.m required. P a^m9 Wupre^t Pr _ _S
3.All wVAG.work shall co ply uRh/rikk 10 d the N.YS.UYiorm Fire Prevertbn oral Bullring Lode and TYP.SUB-FLR. TYP,SUB-FLR. �S
Biergy Lade.[antrm,or anal revew all mechmkal systems with owrcr Fa tlpe of system to b:proved=d R319J2 t1Tll old mltrg fhths rot 6rlud5q trtn,door,ad wMow frahms shall have aFlom-spread T•rp,FJ. TYP.FJ. (+JJ
OE.oil,gm,or electrk hot wrier a aY,ek1 hcbeng at tadtlonng regvkemm[e.Prthltecl b rot clmslfkdlan of not greater than 200.Wal and,ding fnnhes sknl have a snake-devebped index aF roI I-#°x IH GAUGE STEEL _ Ong 19
espansb'fin hedng a at condltic systems n my capacity. greater than 450. GOLIED STRAP WRAPPED 18 GAUGE STEEL T
4.Amer stall otAah ad all re d is br to all contractors,to d with f R322.A vcpor retdda ball be installed an the wain h+uht-sale d hsuldbm COILED STRAP WRAPPED CJ
ca5 qNe perm) pr owrg proceed ay° UNDER SILL AND OVER ILLI��II���the root. itWIJ ttffary dhreys shall be camtructed,aehore4 slppated,ad reHaced m regaled n for ekgter EACH STUD W/12°MIN. UNDER SILL AND OVER Q
5.All site wok victual I rem,utIlltles,eazemen,z.zetlwckz,elevdkns,traonge ad tlhe appikable provlswe of 0zpters 3,4,a1d b wM applkdrk c'araaes to cmb,bles old EACH STUD K/12"MIN. a
walls,etc,shall be n ac�cordame w h a site Ian a the c-s- The '�Ntecta!rot Ftreztappmg. STUD BEARING.NO.CSI&
p prepare bJ eyor. BY 51M%ON STUD BEARING.NO.G51B
respansbb for site dellgglas F my tpa h ag capmi,y RE07J ABk access.M ark access shun be ovlded W dirk aem INat exceed 30 a feet ad Y SIMPSON
b.All wok shall be performed bJ Ikerrsed wntrmtas when are experienced with the ogre of work being °Pe^t5 R R-30 INSUI_. R-30 INSUL
f d All cortmtors 91011 mantas Ildtil tnhraXe oral workers c atlm tsuraxe h have a vatkol hekjd d 30 Ydes m greater.The ro.,gh-frmmd openM shun rot Iz less than 22 Mies by'A �#e 23-o2a
P-°m^L' nJ o"PeM1S W/ FOR BARRIER W W/VAPOR BARRIER UP
comectlm with ail work being peHamed n project. tahe9 ad shall berated n a hallway a other r-1d mceszble'cdlan.A 30-Inch mNnm aabsWeted
1.All materbls,°yzlemz,equlpmd,FI Mes,1c.shall W Mtalled n strk[cortpllaee with Me tead'oan n the otllc space zMll to Pro.Aded at some poM drove tl°access opso g.See 5edlon M1305J3 i
maufmtaers wRten specnkdkae ad imlalidbn hswc,bm inebdll all cleaarxs Far se 'etc. ra access retpirements t6ae mecMJcd egryxmrt N laded n dirk. ` S u F
B.All-t-tas shall warm,Ihet wok n ua'Itng to the o[aw for a mntlxm pabd d two yeas. TYP.FND./FTC. GRADE TYP.FND./FT6. (y'�FULN6 PRO.ECTS-23-024
4.The Archff ct shall rot Fave control a dlarge d old shall not be respomble fa'raretnrctlan mean, RB11BJ LOMxslbk hwlatim shall be updated a mninlam d 3 Mines Fran recessed Ikfhlhg FLxbUres,fin motors, _ GRADE
thud,[echo a ences,or dues,a for safe! h c°mcetbn With to work d Fa ad other Fedyrad¢tg devkez a separated n accordaie wRh the cadtlom st¢ulated n the Ilxtues Iwtng. _
�° s ; Pac'e g R Ta^`' EXP.JT• J PITCH FINAL GRADE EXP.-IT.acts or om5sknz of Inv wrhhrmtar,sdxadrmtas a eH F the work a for lire Recessed Ikhthg nstailed n the bNktg thermal emrobpe shall meet to regremenls of Smtbn w1013.
mJ Per"th P °n^inhg a9 o AWAY FROM WALLS TYP. a PITCH FINAL GRADE
falhre d arg Ot two to Cary rot the w yk n a[tadarc w101 the Ydalt d the contact doarneds h that DESIGN LOADS
4'5500 P51 GONG. AWAY FROM WALLS TYP.
sold respombll k the sole respaisblllt 0 the contractor.
lO.All exterlor ors,roaFng zhbgles,wry sldhg,etc.shall kz reviewed ad approved bJ maer.
11.All hterbr fNshes Yeludag but ant IYnlled to Lolls,fborng,tile,etc.shall be reNewed with ad •+
�eedbbl1 LIVE DEAD
I122AAll MsceiI=interior hems ticM1rdshg Let rot I,Nted to doors,trtn,Itepl-s.closet shdvng,kitchen f Ao 2'x4' 2°x4°
cornets,Shelving.hardwde,etc.Shall kK reviewed with and tpproved bl'he cc 20 10 ROOF,PEER da PTCH KEYWAY s S KEYWAY
13.Mere ezlzing Its,posts ek.arc removed It b the respartsblilty of line caitrmtm to prwlde 40 10 DECK5/PORCHES
tempaay 91PPat,shoring trmbg,etc.m required. H°xlb'
40 10 ROOMS OTHER THAN SLEEPING ROOMS FOOTIN
30 IO SLEEPING ROOMS
20 10 ATTICS WITH STORAGE O O
10 10 ATTICS WITHOUT STORAGE 5 OF
ndgiL
11101
2'-H° 3110" IS'-5° II'-3° °HR 2'-6°x
6'-H°SELF
EX.CRAWL m CLOSING DOOR compo Q.E°mu% m.L°
------ SPACE _ -- N AREA OF
I ACCESS WORK IIH SF
C=7 L- ----------------- I �9S L°3�QG70G3C QMCUIn�MI
AR21 L30�L'3C,IC�QDD v my I m9
I EPDXY a4 NEW H°GMU I L iV WC n
I REBAR®12° I O I (c2!�(7
I I O.G.VERT. WALL ON I -------------- AR21 ARM c�JL5MIL-oo
I MIN 4' HXIH (___ -___ I n N \ O ry iV
FOOTING -------, \ If MASTER F °I:5�°ML 13 HDR
EMBEDMENT EPDXY a4 L.--_ tV q X K\ i- enTH R
I LL REBAR®12° I QU \ MASTER Ilm -R[D ABA\
I `D MINO.C.VERT. I \\ BDRM U / BDRM m �\4- A.2, y/ti•`
I U EMBEDMENT I I I m \ in I m j
I ry• I -m 14'-0" X m
a I n NEW H°cMu
WALL ON I I <u �' I ' I I n `�-(/ '"m In x' i
1 i 9 Hx1H I I m UO L ,° w 0 GJ i x-
FOOTING 1 x GEIL14, pB CEILING In u p
jn P ••
I I r m_ FAN \ la N I I FAN
4'-II° Hb° X \
I - D U ° \ m r--� 24"BARN
r \ DOORr---1 r- Ex. 2 2"xbI_ I
I GIRDER I I GIRDER 1 �- ---- I Dn - 7
x 12-13-23 ISSUED FOR PERMIT
I I L__J L_ � L_-J I I I I o LANDM6 0 / \ 'a 1
x // \\ I NB 03-24-23 REVISED PER TOM
COMMENTS
m I AVATB7 I I I 1 ry q� • / \ ry rv
---J I a I I L---- " / \ g
Y I - x � \
m I r � ry ° ROOM \\\ x16 m
o 5p I I /Ex.2"xb'FJ I I I I v //
I ® i ®I6°O.G IEXAGAVAT®I `Q DIRECT
I / GFI IN6- \\ - x E LANDING 4
=I FOYER
I Ib•Xlb°GONG I I m II \ T Q n
1 PER ON FIRE /
24x24X8
1 Ib°XI6'GONG 1 PLACE /
L I PER ON FOOTING / I -
24X24XH I-J r-----J
J II ryFLOOR
------------ J 1 FOonNG \\
\
o I W )1'.11.5 TL LVL zf Ey RDBZ
••:' = - W(3)I'x 115 STL PLATE Elm,
I 24,_1. 1,_4, 1 4AO POST 4XI0 POST 11�1
in 1 I _ tt CEILING ISLAND F
I I a I I ryas O FAN m
I mU cRAwL I I 7 A Qu e � �u A
' _
I x SpAGE I A$ n 2: ° J 32'-s KITCHEN
001
m^ A 6
I I I Qu _ ¢u
I '�® 3r-1o• I � �
I I S am x QU D S
3}'x5 Fg 13 U v
I }' FDR 3�'x5y 13HDR 34'x5 HDR
---------- -ILI
r----------------- WH-6066
AR21 AR21 AlA 1 AR21 AR21 AR21 AR21 1 AR21 AR21
II GI55 GI55 G 55 CI55 0155 Q FWT-2.6016 GI55 6155 GI 5 GI55 CI55
a II II pC
QE-
4'-(i° 1314° --_6,-b„--- 1314° ,�
1,_I. b,_2. b,_H. 6,_2. 1". 6 U
42'-H" LLI
'Z,w WW N
B B E E p rn O
A$ W E.,
AE O C H
LEGEND: F.z z 0-- o
------ w Q Q Q
b'POURED CONCRETE NOTE, O
FOUNDATION WALL. I. ALL EXTERIOR
SHEATHING AND GIVING TO REMAIN. p
PROPOSED FOUNDATION PLAN ------ 2'xb•OR 2"X4"WD FRAMED PROPOSED FIRST FLOOR PLAN 32. NOT A FULL INTERIOR. NOT A SUBSTANTIAL INTERIOR TRENOVATIONS 009
�F o 0
WALLS®I6°O.G.w/I/2° 4. BOARD OF TRUSTEES APPROVAL REQUIRED
SCALE I/4'.I'-0' GLIB.EA.51DE ? SCALE 1/47 a I�-0' w clT'� Z J
5. DEC APPROVAL REQUIRED A py
2'x6'OR 2'x4'M FRAMED w O Q LL
WALLS a 16°O.G. /1/2° U)
SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 RC.CARBON MONOXIDE GAS.EA.SIDE O
FOUNDATION
DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION 915 OF THE 2020 a O ,(^�1
I OUND/••lT ON NOTES: WINDOWSN TO CONFORM WITH R3102 OF THE 2020 IRG WHERE APPLICABLE O`er SMOKEDETECTOR O 19
I.ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 T5F ® CARBON MONOXIDE FRAMING NOTES: P. p
BEARING CAPAC DETECTOR R
ITY,SUBJECT TO CONTROLLED INSPECTION. CONCRETE NOTES: I.ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS H.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH O
2.KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE EXHAUST FAN MIN 75 CFM FIR-LARCH STRUCTURAL GRADE NO2 OR BETTER. RATED GALVANIZED METAL CONNECTORS BY'SIMPSON'OR APPROVED EQUAL. I� IL
IN PLACE,PUMP AS REQUIRED. I.ALL CONCRETE WORK SHALL CONFORM TO AGI 301-99; �5
CONCRETE SLABS SHALL BE 5500 PSI STONE CONCRETE;ALL � ADD TOP PLATE AS 2.ALL SHEATHING TO BE APA RATED,EXPOSURE I.5/b•MIN.
3.CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO REQUIRED TO MATCH 9.PLYWOOD SHEATHING TO BE NAILED WITH HD®4"O.G.
MORE THAN 50 FEET APART AND NO LESS THAN 4'-O°FROM ANY EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. gpygL,El.17 HALL TAYI TO THICKNESS OR A5 NOTED.
SLABS ON GRADE SHALL BE NORMAL WEIGHT GONGRETE. EXTERIOR EDGES AND 6D 0 12'O.G.INTERMEDIATE.
PIER REINFORGEMENT SHALL BE CONTINUOUS THROUGH BE qb•
CONSTRUCTION JOINTS.DO NOT USE HORIZONTAL CONSTRUCTION 2.ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3.ALL 5UBFLOORING TO BE APA RATED 5TURD-I-FLOOR 10.ALL ROOF RAFTERS SHALL BE ATTACHED To THE PLATE AND a
JOINTS. INTER DIATE A 615 GRADE ORADE NEW BILLET STEEL CONFORMING TO ASTM INT. FINISH NOTES EXPOSURE I.3/4°MIN.THICKNESS.ALL EDGES OF PLYWOOD TO STUD WITH GALVANIZED HURRICANE TYPE HT GONNEGTOR5 BY
4.SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING BE SET ON 50LID BLOCKING.GLUE AND NAIL PLYWOOD °SIMPSON°OR APPROVED EQUAL.
METHOD(MAX.WIDTH 30 FT.BY INFINITE LENGTH)WITH CONTROL 3.TEMPERATURE REINFORCEMENT,SPLICES,SUPPORTS FOR -ALL SPACES WITH AREA of WORK SHALL SUBFLOOR To FLOOR JOISTS. PL'3OO JL64#B 23-024
JOINTS(SAW GUT)MAX.30'-O°O.G.;CONSTRUCTION JOINTS SHALL REINFORGEI•ENT SHALL CONFORM TO REQUIREMENTS OF AGI-316 RECEIVE(U GOAT OF PRIMaIZ AND(2)GOATS
BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF IL ALL PRE-ENGII•IEERED LUMBER SHALL BE°TRUSS JOIST°TJI
4.CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 MIN.WILLIAMS O INTERIOR LATEX pgIUT BY SHERWIN 4.ALL 3LE UPRS 6'-O"AND OVER SHALL BE SUPPORTED WITH
PLACEMENT. OWNER)S OR APPROVED EQVAL.(DOLOR BY SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL.ALL
DIAMETERS AT SPLICES AND CORNERS AND HOOKED UN NON- 2-ALL
DOUBLE UPRIGHTS,9'A AND OVER WITH TRIPLE UPRIGHTS.ALL JOISTS,GIRDERS AND HEADERS SHALL HAVE BEARING C�L^.QDD MILE- PRO.lELT5-23-024
CONTINUOUS ENDS OR EMENDED 24 BAR DIAMETERS UNLESS HEADERS SHALL BE A MINIMUM OF 2-2XB OR AS SHOWN ON STIFFENERS
INSTALLED AS PER MANUFACTURERS
OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL 2-ALL F 1/2'G SURFACES SHALL RECEIVE(U
LAYER of D(GYP.COATS
W/(D GOAT OF DRAWINGS. RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQV AT ALL
OPENING SIZE LOCATION HEADER SIZE MINIMUM BEARING BE IN ACCORDANCE WITH AGI SP-66.(HH) PRIMER,AND EX GOATS OF R TO MA WILLIAMS
INTERIOR LATEX PAINT,COLOR TO MATCH 5.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND LOAD AND BEARING POINTS T L MINIMUM.A SINGLE HANDLING,
G,
5.PROVIDE TWO a6 ALL SIDES FOR OPENINGS IN CONCRETE BE 3-C N T RIM JOIST SHALL BE ION AT FLOOR PERIMETERS.HANDLING,
LESS THAN 4 FEET EXTERIOR WALL (2)2xH SINGLE JACK AND KING STUDS WALLS UNLESS OTHERWISE NOTED.EXTEND BARS 2'-0°BEYOND 3-CONTRACTOR SHALL PROVIDE INSTALL FLOOR BEAMS A5 PER N OR CODE RC LA NOTED®&-0'O.G. STORAGE,AND ERECTION OF COMPONENTS SHALL BE AS PER
4 FEET TO 6 FEET EXTERIOR WALL (2)2x10 DOUBLE JACK,AND KING STUDS OPENING;HOOK ENDS. ALL STANDING AND RUNNING TRIM.PRIME H, PROVIDE 2'AIR SPADE FOR AIR CIRCULATION IN ROOFS.
6.PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR PAINT SHE Y O KLLAIM5 SEMI-c+Lo55 FINISH MANUFACTURERS RECOMMENDATIONS.
OVER 6 FEET EXTERIOR WALL SEE RAN SEE PLAN (DOLOR DI OWNER).
MECHANICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 4-COORDINATE FINISH OF ALL DOORS KITH b.DOUBLE FRAMING AROUND OPENIN65(skyllghtsstOlre etc)OR AS 12.ALL MULTIPLE LVL PRODUCTS 70 HAVE 2 ROWS OF I/2'DIA.
LESS THAN 4 FEET INTERIOR WALL (2)2x8 SINGLE JACK,AND KING STUDS TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. OWNER NOTED ON DRAWINGS. MACHINE BOLTS®12°O.G.
5-COORDINATE FINISHES FOR ALL COVER
4 FEET TO 6 FEET INTERIOR WALL W 2xIO DOUBLE JACK AND KING STUDS 1.BEFORE PLACING CONCRETE,CONTRACTOR SHALL SUBMIT FOR PLATES WITH OWNER 1.DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS
OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAN REVIEW A COMPLETE SEQUENCE OF PLACING SCHEDULE. 6-COORDINATE FINAL FLOOR FINISHES KITH OR AS NOTED ON DRAWINGS. 15.PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS.
INDICATING ALL CONSTRUCTION JOINTS,TIME SCHEDULE,AND OWN
GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY.
14.BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR
BEAMS,SPACING NOT TO EXCEED V. 6 OF q
0121'7 c.mail, ma.
NEW CEDAR ROOF 5HINGLE5 ON 12 �"{�F'V� 12 - --II?�. LUMIUR&
#30 FELT PAPER OVER 1/2"PLY EIL�J ,J !_ Q }° tS° T I\ 12 tt30 FELT PAPER OVERG 25PLY
12
WD SHEATHING. 1 f I } ! I HID SHEATHING. �9�L'30OG\RIIOO C3C#CQMC1pN1C�
1 I G30MCLsC,QG1DDc G9C7 99fl09
AZAK TRIM
TYP. AZAK TRIM C>�39°4`d'77
T.O.H6 L � g � TYR f�2l�17
ELEV. 1
4 CEDAR BOARDS
CORNERS TYP. I E r dI Imo- f
- yy ❑ A 21 A]I A 4°CEDAR TYR
RD5
4°CEDAR TRIM 11 I ❑❑ clz I. III' I - CORNERS TYP. /��C��C,\i'! 1/���(••,
Tom• clas c155 clss 4°CEDAR TRIM
I as s TYP. z4 I %%%fff lf
COPPER LEADER
NEH CEDAR SHINGLES t1 ` 1 - AND E T YP
I LI55 GI55 GI55 SYSTEM TYP.
ER
�• FINISH FLOOR h - l I` I NEW CEDAR SHINGLES
I I I I I I I I�I + I 1 I 1�4 i I ELEV.O'-O FINISH FLOOR
4 �f— Y I II n I I I Y I Y I i I I II it l I I I B II I I u I ELEV.O'-0"
I I COPPER LEAVER I I COPPER LEADER I I I
I I AND Gv1TER I ANDS I I I I I CONCRETE
SYSTEM TYP. SYSTEM 7YP. 1� I I STOGOP q P W I STOOP ATOP W/ 12-13-23 155VED FOR PERMIT
2 BLUE STONE
2"BLUE STONE _ _ 03-24-23 REVISED PER TOVA!
GOMMENT
LOFA9=N�5
r,-\PROPOSED FRONT ELEVATION nPROPOSED RI5HT ELEVA71ON
12 NEH CEPAR ROOF
SHIN
ON
NEW CEDAR ROOF SHIN6LE5 ON 5}° 12 12 I �( - #30 FELT PAPER OVER1�PLY
#30 FELT PAPER OVER 1/2"PLY I �t54° t5}°� 12 HD SHEATHING.
HD SHEATHING. /
AZAK TRIM
TYR _ — _ T.O.HALL _ I ! I _ I _i i I I I
T.O.WALtL h
ELEV.9
4"CEDAR BOARDS net a I eIII III
i I
CORNERS TYP. I r ,__ , ,_ - ❑ A A I A
I r 1 4'CEDAR BOARDS
s_i_ CORNERS TYP.
4°CEDAR TRIM 6 1- _ -=-L 1—
TMPCEDAR TRIM
CAPPER LEADER 6 r ' I £1 / I - I COFFER LEADER
-5Y .6 1 cls5 u5s C155 SYSTEM TYR
_ I // AND GUTTER
NEN CEDAR SHINGLES
NEW CEDAR SHINGLES E
TfP• \ FINISH FLOOR h M l tltl 1 r F P P. EIII15H5
V.
O'-0° ELEV.o—o"
zw
CONCRETE I I CONCRETE O`r" ti
STOOP ATOP Y1/ I I 6'-8°SELF x I CONCRETE I I CONCRETE I STOOP ATOP W/ F E i` Z
2'BLUE STONE GLOSIN6 DOOR I STOOP ATOP W/ I I d O d Q>
2'BLUE STONE STOOP ATOP Y1/ 2°BLUE STONE
2'BLUE STONE W E� Q
CEQrL�'7-' �
PROPOSED REAR ELEVATION nPROPOSED LEFT ELEVA71 ON o c w o o
W E--I
4 cl-
SCALE I/4'-I'-O'
W94 p O
D�
HOLD DOWN CONNECTIONS :R
E.UIR D AT EACH BUILDING EQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) a W
SECOND FLOOR ATTACHMENT P.z
[REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) I"I
,SIMPSON•HDOS 4'V.THR IROOF p
,-2-18D COMMON
NAILS 18"O.C. 'SIMPSON,HDOB U Ic}'J
FOR FULL LENGTH ATTIC Q
BLOCKIN OF STUD •-2.16D COMMON @AlB M.BATH a 'F
NAILS 0 S°O.C. KUCM FI1 RxM
0 ENDWAL ij FOR FULL LENGTH _ _
OF STUD �I I I T p 2@,J19 U#6 23-024
V END
I N I
NDWAL �
I In° I I V2'I I I In'I
• III II In° 2, 2•I I ln•1 IIn• 6G^�D ff06L® PRO.EC75-23-024
SINK I LAV. LAV.
OR • (yC, YLG. I i FA.I. op�Q°�l IIr1.GI®#B
SHO I WASH'SIMPSON'PHDB � u. ,
FIRST FLOOR
FIRST FLOOR ATTACHMENT l
(REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 7/8•DIA.THREADED ROD EMBEDDED ` 1p--J
L
ALL STRAPPING,ANCHORS,HOLD DOWNS, 12 1/2•INTO CONCRETE W/'SIMPSON'ET CO TO E%ISTIN6
M ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE)6 FOR 4'SANITARY LINE 4'SANITARY LINE APPROVED
SEPfIG S75TEM
MANUFACTURES SPECIFICATIONS. TEMPERATURES(O DEG.TO 60 DEG FI USE XHLI
'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE[
(,-)HOLD DOWN CONNECTIONS nPLUMBINO RISER DIAGRAM HOUSE TRAP
SCALE I/4'-Ib' ` SCALE: NTS -7 OF 9
ROOFING NOTES:
I. ALL ROOF SLOPE AREAS SHALL BE CLEAR CEDAR SHINGLES ON
30 LB.FELT AND 3/4°COX.PLYWOOD OVER ROOF FRAMING. NOTE,.
CONTRACTOR TO PROVIDE MEANS OF
T — --1 2.PROVIDE GRADE ICE C WATER SHIELD AT LOWER 36.OF ALL FREEZE PROTECTION R DISCOWSGT FOR
I L SLOPED ROOF AREAS AMID AT ALL VALLEYS. PLUMBING,TO EXTERIOR SINK.
J L___��________
rr------------------------71 OPEN IR 'F EZTBHATE
THROUGH
ROOFSHALL TERMINATED NOT THAN 6'
(152 MM)ABOVE THE ANTICIPATED SNOW
ACCUMULATION,WHICNEVER 15 GREATER
P3105a FROST CLOSURE. 1399 L"3�111bOG�QMC i.'IMC$
WERE THE 975H'HRCENT VALUE FOR L3 MCNG3gQp°Dv Kv T u fl
OUTSIDE AIR TEMPERATURE 15 O'F(-Ib°W
OR LESS,VENT EXTENSIONS TiROUSH A
ROOF OR WALL SHALL NOT BE LESS THAN
o I I I 3"(76MM)IN DIAMETER,ANY INCREASE IN (� 7
T14E SIZE of THE VENT SHALL BE MADE NOT LE55 MAIL-
THAN THAN I FOOT(304.&MM)INSIDE THE THERMAL
I �'y W® .j`e I I✓ I A ENVELOPE OF THE BUILDING
I I — L_J� TYPICAL NOTES:
3
HEADER:
I I I MN IEhDt3ta}2kB'AT 2.6 WALLS,AND 2-246'AT 2x4 WMLS/PARTITION6,UMF55 RIM BOARD:
_ NOTED OTIE MSE WLM.SPANS OF"-AID OVER SUPPORT W DBL STD%9'-0'AM AT T l BKIH�RR.JOISTS,BY Wfff4IABFEH.6EVti;USE MN P,RIM BOARD(a EMAIJ 4 J(
L——— ———--—— — —————————J L , ——— I OVER;SUPPORT W TRIPLE STUDS. PROVIDE FETAL TIE5(SIFPSON LSTA2I,a EdUAU FROM EXCEPT AT PORCH I DECK NAILHtS;USE 4:'RIM BOARD.ALL INSTALLATION DETAILS M15T FOLLOW aTl, 01,
r————— —1 NOR TO.TALK STUNS AT EXTERIOR WALL5 9RPORTIN5 ROOF STRUCTURE FRR.SPECIFICATIONS.USE 2-2.4 VERT.SMASH BLOCKS M-STJ UNDER ALL BEARING PARTITIONS R a r,1 J�
/ EX.2 x8°RR / EX.2°x8°RR A
(J I I ®I6•o.c � ®ly°OL � I�I / {I P� FASCIA/SOFFIT: ��.
I I I /I J Ib'FASCIA W 2'x SUB FASCIA(A5 N♦�),SOFFIT:MATE UAL(TED)W GO M 1 5CREBE) SMOKE DETE6TOR5: QS
I I NEW 2°x8° I vBNr,VERIFY ALL DETAILS,TRIM,EG.-OP.vESATEX iR11EDARD(a egva0 AND/OR TIG WOOD INCLW IN6 CARBON MONOXIDE DETECTION:PROVIDE BOTH AS PER CODE,TO BE
I I TRIM AS SELECTED.INCLUDE GUTTERS I LEADERS,A5 APPROVED Br OHdlBi. HARD-WIRED AND INTERCONNECTED,(NOTE:ALL DEVICES,MAY NOT BE SHORN:VERIFY ALL
SUB-FLOOR: LOCATIONS,ON ALL LEVELS).
w THICK APA RATED PLYYYXA.ALL®6E5 OVER 50M BLOCKING,6UE I MAIL PLYWOOD TO
qT K I I FLOOR.DIST5hRAFENS.-(VERIFY SPECIFIC IRII>ERLATFEIT REMIR738A5 FOR ALL FINISH ROOK 12-13-23 ISSUED FOR PERMIT
MATERIALS AS SEEGTE)BY OH NEW.
03-24-23 REVISED PER TOWN
Go"'IE T5
a
I i RESHGEGK GOMPLIANGE
INSULATION VALUES SHOWN ON SECTION ARE USED FOR RESCHECK
I I I I COMPLIANCE ALL VALUES MEET MINIMUM REGIUIREMENT5
4 1-3 4'x II-l/8'LVL 2AE 61RDBR SEE
( / T U REGUI EMEIR ENNTKAGE DRAWINCfi ON Asl FOR ADDITIONAL
(((��T��/ 2020 15EN 400 SERIES WINDOWS TO CONFORM WITH USED
P OF THE
/ // ✓ MONO IRC WHERE APPLICABLE.U{ACTOR AND SH6G USED PER
/ MANUFACTURES VALUES.
(] ICE BARRIER TO BE INSTALLED MIN 24-INSIDE THE EXTERIOR WALL
LINE OF THE BUILDING
/ A MECHANICAL DRAWING TO BE FILED AT LATER DATE.
/ �iEaw WALL O 9'-0' RECONSTRUCT EXISTING
/ T.lTdl�ddsi'siZdlTddOL/TLTZr u ROOF 552 SF
PROPOSED,SoFPT L16HT5
NOTE:
ROOF RENOVATION 15 LESS THAN 50%
nPROPOSED ROOF PLAN
NOTE, ]�
NOTE: R9O5.1.1 UNDERLAYMENT.UNDERLAYMENT SHALL
R905.1.1 UNDERLAYMENT.UNDERLAYMENT SHALL COMPLY WITH A5TM D 226,TYPE I OR ASTM D 4869,
COMPLY WITH ASTM D 226,TYPE I OR ASTM D 486% TYPE I E II.R905.1.2 ICE BARRIER.AN ICE BARRIER Z
TYPE 1 EMI.R905.L2 ICE BARRIER.AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF cc
THAT GON51575 OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF
UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL _yW" F-
ADHERIN5 POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND O E-
BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST EDGES OF ALL ROOF 2x10 F r W W
N
2XIO LED6ER EXTEND FOR THE LOWEST EDGES OF ALL ROOF SURFAGE5 TO A POINT AT LEAST 24"INSIDE THE O C ,r
SURFACES TO A POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.TYPICAL W E--w Z
EXTERIOR WALL LINE OF THE BUILDING.TYPICAL E.- U Q
pL' Xa I t;fl TYPICAL ROOF-ASPHALT d',O W
12 6 Tb' ®/ 12 s3' ri'�R9 12 SHINGLES RAID FOR 130 MPH WIND EXPOSURE BY 0,Ey ZU 9
}• ", O,O _ ZYB ®16. } FJfIB40VE TO RAISE EX ME1R MO.TO RAISE EX }° 1� Zye Pit H I6°pL. R;q,l'%r1r� CERTAINTEED OR EQ.ON*50 O;'W O O O
.s:A.{;VF 4t'I.-::::--.:3.V.!,Fn'.fA"-h".':fF 4M-. �T1•'=
II WALLS WALLS tiFU'N .•:•.4 .w . Ntir FELT PAPER OVER 5/8'PLY O'0 O
o' RA15E EXI5TN6 WALL — CNN" Rtn:.a, WD SHEATHING. Ili O Q'' x �
L.2X8 GJ o �"i ` ,r TO 9'4'To MATCH '-v �� r 7" ~F
.rrN'I I' tRf \"`.R!Tn. ..xN."r`^.,Nllu, IUD;,,, .gyNpmi W L�'�
I6'OL. 'Hn' �u �trT EXISTING r,,.�r., N;.1�' EX 2X8 RR IU rro� A R'i -i LIJ
- �_` Trr,n,I TA.WALL h r>,vr'r>H. I' '�• 11 itirl R30 CLOSE Ir"�in T.O.WALL h W C]O N Rao Q.OEED EX 2XB RR® 16.OL. tR _ U2 In
NOTE-VERIFY T.O. Gal.SPAYED 16.OL. 2X8 DI1M�1'� ELEV.9�O" NOTE,VERIFY T.O. CELL SPAYED ttHr ELEV.9b° O W' O
WALL ARE MIN-1-0" EX 2X8 'RTI ON INSULATION RAPIERS o 16' WALL ARE MIN 9'-O" ON IN�IAATION RRT O D-
ADD BLOCKING ET 16'O.C. (2)I-3/4'x II Ve'LVL OL. ADD BLOCKING AS fA 1 SPAY® P.
RAISE E TO MA WALE- (4)I-3/4'x II-Ve'LYL 2DE 61RDBR O µ�'I
REDUIRED TO MST 2 GIRDER RECi,UIRED TO MST ON INSIA.ATON
MIN.HEIGHT IN FIELD. -0'TO MATCH EXISTING3}'x 5 3'ML 1.3 NOR 2%8 DUMMY W(3)I'x MIS 5R PLATE P.ZOL
3i'x 5�'FiL l3 FiDR W N I'z MIS 5TL PLATE Rao 0.05ED MIN.HEIGHT IN FIELD. RAFTERS o 16'
DELL SPAYED
CEDAR SIDING FAMILY ON IWAL.ATION OL. -..-
I°RIGID INSULATION ROOM CEDAR SIDING ROOM _ ABATE p
ISII BUILDING PAPER KITCHEN I°RIGID INSULATION i- IS
I/2'PLYWOOD SHEATHING EXISTING 2X6 1/2 BUILDING PAPERF ADD SLEEPERS FXISTN6 q
V
FJ A 16'OL. I/2'PLYWOOD SHEATHING All I• PLYWOOD TO
2X INSUL AFII7 PLYWOOD RI5 INSUL PLYWOOD ��FLOORS RBMIN. I�
2x4 STUDS®16'O.L. TO REMAIN FINISH FLOOR h 2.4 STUDS a It,'D.G. SSUBFLOOR FINI LESH
V.O'-O"FLOOR 6
ELEV.O'-O�
E
(2)2 @19¢64#8 23-024
EX.8°CONCRETE EX.8'CONCRETE
FOUNDATION WALL WITH FOUNDATION WALL WITH 61RDER
(3)04 BARS CONTINUOUS
TOP,MID,AND BOTTOM OF TOP,MIDf, NDOBOTTOM OF
CQDD QOL38 ROJEGT5-23-024
FOUNDATION WALL5 OVER L__J L__J L__J FOUNDATION WALLS OVER L_—J
I'-4"X 8'CONCRETE°T' I'-4"X 8'CONCRETE"T"
FOOTING WITH(3)44 FOOTING WITH(3)04 DG3G1ln7�GYJ®#a
BARS CONTINUOUS WITH 2° BARS CONTINUOUS WITH 2°
X 4"KEYWAY MIN.3'-0' X 4'KEYWAY MIN.3'-0°
BELOW GRADE A BELOW GRADE
i
PROPOSED SEGTI ON PROPOSED SECTION A
�
scats va'.r-o' scats va'_r-o'
aOF9
-----------------------
:® .
aug&mmim, c-t,.o,c.
@agug@v
/ \ Kft-o // \\ Qgw(E g57,099 99f10O9
t
SgnJED A
- 0 f 4
�, sl
L
nFROFOSED FRONT ELEVATION nFROFOSED LEFT ELEVATION M%Ull
SCALE I/4•a I''-0' SCALE I/4' I''-0' 12-13-23 ISSUED FOR PERMIT
03-24-23 REVI5ED PER TOWN
COMFEM5
I P I
Q
nFROFOSED REAR ELEVATION FROFOSED RIGHT ELEVATION HF �
d
1L
SCALE I/4'-I'-O• W E.
U
C p W
C)D W O O v
=Ww-F l41
D
W Pt corn
� Q
a O LU
oa O
az 11
a �
pG'30O B[9&U#A 2; 24
ChIQDD FULTs PRO.lEGT5-23024
DG3L��9IIM®#tt
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