HomeMy WebLinkAbout49222-Z \ 1
o��g�FFOt�-BOG Town of Southold 2/10/2024
a y� P.O.Box 1179
0
�. 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44967 Date: 2/10/2024
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 12251 Arrowhead Ln,Peconic
SCTM#: 473889 Sec/Block/Lot: 98.-3-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office,dated
3/31/2023 pursuant to which Building Permit No. 49222 dated 5/10/2023
was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessoKy garage-as applied for.
The certificate is issued to Ott,'Maria
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 49222 1/24/2024
PLUMBERS CERTIFICATION DATED
th iz d ignature
O�SUMilt TOWN OF SOUTHOLD
,� ay BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
:5 • o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49222 Date: 5/10/2023
Permission is hereby granted to:
Ott, Maria
301 W 57th St Apt 52A
New York, NY 100193181
To: construct accessory garage as applied for. Must maintain a minimum of 10 feet from lot
lines.
At premises located at:
1225 Arrowhead Ln, Peconic
SCTM #473889 -
Sec/Block/Lot# 98.-3-8
Pursuant to application dated 3/31/2023 and approved by the Building Inspector.
To expire on 11/8/2024.
Fees:
ACCESSORY $282.80
CO-ACCESSORY BUILDING $50.00
Total: $332.80
Building Inspector
OE so�ryol
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G
� �o sean.devlin(.a-town.southold.ny.us
Southold,NY 11971-0959
�yC4UNTY,�
BUILDING DEPARTMENT-
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Maria Ott
Address: 1225 Arrowhead Ln city:Peconic st: NY zip: 11958
Building Permit#: 49222 Section: 98 Block: 3 Lot: 8
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Modern Electric License'No: 34283ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 3 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel 40A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1
Disconnect Switches 2 4'LED P1 Exit Fixtures Sump Pump
Other Equipment: 40A Panel 8 Circuit/4 Used
Notes: Garage
Inspector Signature: Date: January 24, 2024
S. Devlin-Cert Electrical Compliance Form
OE SOGTho�
# # TOWN OF SOUTHOLD BUILDING DEPT.
courm��'' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
['FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: req/wina Ole_
4 G tf(A n ve, .
DATE INSPECTOR
.4o�aoF So�,yo�o �Z2 c�z2.S J
# # TOWN OF SOUTHOLD BUILDING DEPT.
co 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) '] ELECTRICAL (FINAL)
[ ] CODE VIOLATION /[ ]_ PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
SOUlyo6
# * TOWN OF SOUTHOLD BUILDING DEPT.
co 631-765-1802
qq"'/vl-*'/lNSPECTl0N
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
CjOAA4 Gil 9-11-,l 3
0 �
i
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
------------------------------------
C
FOUNDATION (2ND)
z
ROUGH FRAMING&
PLUMBING W
r
INSULATION PER N.Y.
STATE ENERGY CODE
oe
CO
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C fA 4
e L • Sib .
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FINAL
ADDITIONAL COMMENTS
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n°`SUFFntK
oS c TOWN OF SOUTHOLD-BUILDING DEPARTMENT
sz Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
oy�o a� Telephone(631)765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov
0
t
Date Received
APPLICATION FOR BUILDING PERMIT
q? � For Office Use Only E IV/
PERMIT NO. �� Building Inspector:
MAR 3 12023
Applications and forms must be filled out in their entirety.Incomplete BUILDING
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. ®WNUFSO(jU7F1®7-Hd
Lp
Date: d 3 31 Z
OWNER(S)CIF PR PERTY:
Name:Maria Cecilia Ott SCTM#1000-
Project Address:1225 Arrowhead Lane, Peconic, NY 11958
Phone#:917-991-3259 1Email:Cecilia.Ott@gmail.com
Mailing Address:301 West 57th St, Apt 52A, NY, NY 10019
CONTACT PERSON:
Name:Andres Meszaros
Mailing Address:301 West 57th St, Apt 52A, NY, NY 10019
Phone#:646-575-3506 Email:Andres.Meszaros@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:Mark K. Schwartz, AIA - Architect, PLLC
Mailing Address:P.O. Box 933, Cutchogue, New York 11935
Phone#:(631) 734-4185 Email:mksarchitect@optonline.net
CONTRACTOR INFORMATION:
Name:AMS Property Renovations
Mailing Address: 1549 Main Rd, Rivehead, NY 11901
Phone#:631-276-3334 Email:amsremodelingcontractors@gmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
other L46i&Z r��&F' Old P,41 Cam_lt\J�� �`0�/IJO pal $
Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premise ? ❑Yes ❑No
1
PROPERTY INFORMATION
Existing use of property: m&Lr Fh Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
n this property? ❑Yes *TNo IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In buildings)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law.
Application Submitted By(print name : Ci QAuthortized Agent ❑Owner
Signature of Applicant: C,q��� Date: d,313( I23
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
COUNTY OF �� ) Qualified in Suffolk County
Commission Expires April 14,2
/2 being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contr ct)above named,
(S)he is the
ontractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
n t
day of 20_a�)
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I� Maria Cecilia Ott residing at 301 West 57th St, Apt 52A, NY, NY 10019
do hereby authorize Mark K. Schwartz, AIA-Architect, PLLC to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
I Z a/ 2oz 3
Owner's SIgnature Date
Maria Cecilia Ott
Print Owner's Name
2
u EVE
JAN 1 0 2024 �'�BGILDING DElectrical Inspector
TOWN OF SOUTHOLD
T,own Hall Annex- 54375 Main Road - PO Box 1179
o ,;, � o -, Southold, New York 11971-0959
tiljj ~ p`� Telephone (631) 765-1802 - FAX (631) 765-9502
jameshCcbsoutholdtownny.gov- seand(Qsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: Cr2
Company Name: C-fL�-D C--c-e-C-R?i c
Electrician's Name: � �,,
License No.: V>nG 3 t-Z g- Elec. email:
Elec. Phone No: 516- 903-71 ly-c( ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: IrtIMS
Address: /2- 6�2/LCJw
Cross Street: L
Phone No.: 31 -2 76 --333
Bldg.Permit#: j n Z22 email:
Tax Map District: 1060 Section: , Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly.):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: �ES ❑ NO ❑Rough In �inal
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y DN
Additional Information:
PAYMENT DUE WITH APPLICATION
�gUfFOL,�CD n� Q ?��d BUILDING DEPARTMENT-Electrical Inspector
��O Gym TOWN OF SOUTHOLD
?` Town Hall Annex- 54375 Main Road - PO Box 1179
c ITr.,�-rr. �.�
v' + Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh southoldtownny gov- seand(cD-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: \ 7Cr2
Company Name: 7C—fA--j PLC--c-MtC
Electrician's Name:
License No.: OAC- 3Lf-Z Elec. email:
Elec. Phone No: 516.- 905-7 l tf-q ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: AW-5
Address: /ZZ_S 64/c/Z a w
Cross Street: vA,-, N c-c-K L 01 c
Phone No.: 31 -2-7o ^3334-
Bldg.Permit#: 4� ZZZ email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage: <5,0
Circle All That Apply:
Is job ready for inspection?: OES ❑ NO ❑Rough In final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
[:]New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? M Y MN
Additional Information:
PAYMENT DUE WITH APPLICATION
C:, )u�3
PERMIT P Address:
Switches ( I
Outlets
G FI's
Surface I I
I
Sconces
1
H H's
UC Lts
Fans Fridge HW
Exhalust Oven 1NID
Smokes DW Mini
-arbon Micro Generator
-ombo Cooktop Transfer
aC A Hood Service
Amps Have Usec
pedal:
.omments _
1
i
I
S.C.T.M. NO. DISTRICT. 1000 SECTION: 98 BLOCK: 3 LOT(S):8
� 1R a3
6k
LOT 7 I
1.6' 169.56
' 17
N 84°09'50"E 1,4 4' CHAINLINK FENCE 0.6' 0502
.31E
N
MON. 12.2"-' i i 14.0'
N......... .::.::
o:SH.... 'SPA. 18.4'
7.0 BAR
ZOO
CONC SLATE WALK
SHOWER •:::•::::•:•::•: :::•:::•:::•::::•:.:: �
::':INGRUUND POOL:::::::::: O
Z 53.2' :::36;6';;•;;;•;:•:::::::: CONC./SLATE
Ln
PATIO O Ln
OP __ Z*Z
FRAME::::•::•::•... CONC./SLATE CY
o Z ::::DWELLING::::::::91225
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O ...... CONC.P STONE W PATIO tt1
!v __ :•:::•::•::::::::;:::•::•:::•::•::::•::•:o STOO a �
COLUMNS
Y
......::::::" CELLAR V
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LOT 8 z:2;`: :c; : .`;:`:: :' z
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.':.'..'. ::....N: y MON 1.8'E LL.
$z......::::........................... 5 0.2 O
w o:::::.....:::::: ....:::::::.:::::::. 63.9'
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BELG. BLOCK CURB U'
s 25.0 p
ASPHALT DRIVEWAY PROP.
�„FOUNDATION LOC. 3'x5' CONC.
UP METER DR
UP WIGEN.
38.8'
0 '0.9N
p o --
0.7 N 4' CHAINLI FENC 1.1 MON.
S 84009'50"W 172.23'
LOT 9
LID)
`J JUL 1 7 2023
BUILDING DEFT.
T0117N.tr'I'of Tiar"j,D
END. LOC. 07-11-23 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 23,070.78 SQ.FT. or 0.53 ACRES ELEVA77ON DATUM:
UNAUTHORIZED AL TERA 77ON OR ADD177ON TO 774/S SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF T VIS SURVEY
MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON
LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT 7RANSFERABLEE,
774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE THEY ARE
NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OT74ER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT THE 77ME OF SURVEY
SURVEY OF: LOT 8 CERTIFIED TO: MARIA CECILIA OTT;
MAP OF: ARROWHEAD COVE at INDIAN NECK JP MORGAN CHASE BANK, NA, ISAOA, ATIMA;
FILED: JUNE 20, 1963 No. 3810 FIDELITY NATIONAL TITLE INSURANCE COMPANY;
SITUATED AT: PECONIC
PRINCETON ABSTRACT INC.; PA-20-4741—S
'
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
j P.O. Box 153 Aquebogue, New York 11931
FILE #220-124 SCALE: 1 "=30' DATE:AUG. 27, 2020 PHONE (631)298-1588 PAX (631) 298-1588
N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. Woychuk
REVISIONS:
DATE DESC.
o 03/26/23 DOB REVIEW
Let,:V.'wy —
r aja 0 C, W.
ESZAf:; 05 oeli r, e, n c, Go
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1225 Arrov� hoacl Lane,
Fecon cl N I I I ! � ._f6
f„armor.
�� TMIOO � � � � '�
-Net,
VICINITY MAP
A-0 SCALE: N.T.S.
DRAININ& INC" 0WE INFORHA90N
00\/FR 45HI�r--T I MInhm Uniformly Distributed Live Loads t Table Fzay.s
Al PLANS. ELEVATIONS. SECTION 2020 Residential Code of New York State (publication date: November 201cf)
A2 &ENERAL NOTES 2020 Building Code of New York State (publication date: November 2014) USE LIVE LOAD DEAD LOAD
A t-� 6'NERAL NOTES 2020 Plumbing Code of New York State (publication dote: November 20141)
A4 FASTENER # STRAPPINtoS SrHFPIJI-F Mj,,=,e7_ pr7TAIL5 2020 Mechanical Code of New York State (publication date: November 20141) Exterior Balconies 40 psf 10 psf
A AIR Sr-ALIN,5 P7TAILS 2020 Fuel &as Code of New York State (publication dote. November 20141) Docks
2020 Piro Code of New York State (publication date: November 201cl) 40 psf 10 psf
2020 Property Maintenance Code of New York State (Publication date. November 20141) Passenger Vehicle (Storages 50 psf as per plan
2020 Existing Building Code of N4!!)H York State (publication date: November 2019
2020 Energy Conservation Construction Code of New York State (publication date. November 2011) ATTICS without Storage 10 psf 10 psf
2016 edltlon of the Energy Standard for Buildings Except Low-Rlse Residential Buildings ("ASHRAE c10.1-20169
100 A111.1-20011 Accessible And Useable Buildings And Facilities With The NY5 Newly Adopted Accef slbllitq Sion ATTICS v4lth Storage 20 psf 10 psf
TABLE IRWI20) ROOMS other than sleeping rooms 40 psf 10 psf
CLIMATIC, AND 615061ttok"Wo DMI&N CRITERIA Sleeping Rooms 50 psf 10 psf
WIND DESI&N SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf
WIND CE SHIELD LIMIT OF
CLIMATE GROUND SPECIAL SE15MIC, WINTER MODERATE
AIR MEAN Guardrails and Hondrolls 200 psf 10 psf
ZONE SNOW SPEED (MPH) TOPOSRAI"HICAL BORNE UNDERLAr- FLOOD MODERA
LOT 7 EFr-E-rT5 WIND DEBRIS DE516N FROST LINEE DE516N F= 7-REEZINCE ANNUAL ROOFS
LOAD REGION :,ATE6OR-T, POIEATHEZRIN6 TERMITE MENT HAZARDS KAV-
ZONE DEPTH TEMp REOUIRED ACTION I INDEX I TEMP Plat or rise less than 4 inches 16
MOPERATF. — per foot (1:5)
psf
"4A 20 psf 140 NO NO NO SEVERE 5 FEET To HEAVy 11 YES NA NA 6215 15:2.1 DEC91 Rise 4 inches per ft. less than 12 12 psf 10 psf
Inches er ft.
84009'50"
7.4' 40 CHMNUNK FENCE 169.561 1.7N 0.6'1v 502
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63.9' T TRUSS PLACAP.Dih!G a)
CL L T-I 1 0
T-- 1. FOUNDATION R---QUInEn X
< P!:0 REQUIRED 0 cu")) CC KO)
FOR POUTED CC;r�CRETE- M 0 2
d V-
2. ROUGH - FRAtVIIING & PLUMBING -cr 0 2
C� >- M@) m
3. 11NISULAT!ON
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4. RNAL - Cn-�-jSTr,!j,-Tj�-)N
MUST m 6 2 E
M BE COMPLET'F F,-:� C.O. 1 E
P
P
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All exterior lighting
.9 =0 M2 CL
BEL.G. SLOCK CUR13 ALL CONSTRUCTION SHALL MEET THE installed, replaced or M 0 Cc -,Ul)
w" REQUIREMENTS OF THE CODES OF NEW p E
Lo L) a-
<M repaired shall conform
ASPHALT Dj�/VEWAy YORK STATE. NOT RESPONSIBI E FOR CD
EL EC IT
01 kn DESIGN OR CONSTRUCTION E� to Chapter 172 00 E
ERRORS. p C*4
DRAW
(n of the Town Code
n 38.6'
O
COMPLY WITH ALL CODES OF:
4' CHAfNLfNK FENCE MON, &ARA6E: FRONT ELEVATION NEW YORK STATE & TOWN CODES
PROPOSED 5112 SOFT 1 .23' 50ALE: 1/4"=I'-O" AS REQUIP11--i'D AND C1ONDJT!ONS OF
S 84009,501, W SARA6E WITH 75 SOFT
LOT 9 OVERHAND ATOP
CD
EXISTING r-ONC.RETE
FOUNDATION AND NEW to
CONCRETE FIERS. 94
0
PROPOSED 20<W L.F. Ly
&ENERA70R A70F NEW E.
15 SOFT CONr-RE7E JCCUPANCY OR
PAD. FILED UNDER
SEPARATE APPLICATION JSE IS UNLAWFUL
11THOUT CERTIFICAT U-
OCCUPANCY
10
PATJPFTRIL LANE RETAIN STORM tAVATER Rtjp�11`01
PURSUAW TO CHI�P`1`13 236 7
f
OF THE TOWN CODE,
DRAWN: CC
SCALE: AS NOTED
JOB: 23-0002
02/04123
IL
Ir t4
SHEET NO.
2 1 TE FLAN
-0 50ALE: I"=:2O'-O-'
AO
NEW BRI6G5 s STRATTON
REVISIONS:
20KW FORTRESS STANDBY
DATE DESC.
V-6"X5'-O" GENERATOR GENERATOR ON CONCRETE
03/26/23 DOB REVIEW
CONCRETE PA'D. SEE DETAIL PAD. FILED UNDER
SEPARATE APPLICATION.
2/A-1 FOR ADDITIONAL
INFORMATION. FILED UNDER 5-O Ibf-bill
SEPARATE API'LIGATION
(9)2XI2 P/T GIRDER,TYP.
4'-011 a A'
- (V
15'-8" roll -
I ! i
611 " 6ALV. POST BASE MODEL I POST TYP.OD QPEN ( 4 I I
2XI0 RIDGE VENTED VINYL SOFFITS T.M.E. (TYP)
STORAGE T/O RIDGE
• I # 0E36.6HD6 AND 6ALY. POST GAP I 'k I I I AI I
I ` SIMPSON BC6 6X POST GAP - 6q0.' 4 �_ I _ 2X5 RR a Ib"O.G. 2X5 RR 0 16" C G_ 4 Ix FASCIA TRIM (TYP)
GAL.VANIZEO ON 14" CIA P.G. PIER I AI °Kv I I I `� `� AI TYPICAL ROOF CONSTRUCTION- 12
I _ I ASPHALT ROOF SHINGLES (T.B.S BY q I/2 PITCH SEAMLt-Ss� RLc,D1 �
FOOTING MIN. 3'-0" BELOW GRADE' I = ° I I (3 =n OWNE 30# ROOFING FELT. I/2" GDX
I TO.15EAR ON VIRGIN SOIL. (TYP) m O I I ( - I IN
+I I I = PLYWD. SHEATHING. 2x8 ROOF RAFTERSG,T 32 OG. 6�
I '? I I ' _ ~ i` PROVIDE MINIMUM I" SPACE BETWEEN THE �Q-® ,
;• I 4 I I I 2 2X8 R.R I Ib"O.G. INSULATION a THE ROOF SHEATHING 12IN
�\" L I TYPyGAL EXISTING GARAGE SLAB: I AI I I I I AI 4 I 2 + C PITCH 5
4 F.G SLAB I I ( AI I AI R-30 BATT ak
bxb 10/10 W.W.M `. 1 I 20 6�1. I T/O PLATE INSULATION RR
O 4" C:oMPACTED POROUS GRAVEL I PROP. -
-FILL (415% WELL COMPACTED) I I TAN I I = � GARAGE
_ I I I 4 J 1
(MIN.3,500 PS CON
CRETE)ONCRETE) I =*+ I I O =«r A I FLASHING SHALL BE INSTALLED AT I (3) 2X10
I C4 I I I <! I O ( WALL AND ROOF INTERSECTIONS I T HEADER
}
I 20 GAL I I NEW (2)2x6 P.T. SILL --
GARAGE I 1 11 PLATE ON TERMITE SHIELD T 1 w
REPAIR TOP COURSE OF GMU IN I '^• bXb P/T POST, PR0 � `t'-0 YV/SILL INSULATION d 5/8" j ' '� OPEN STORAGE
I THIS SECTION. FILL CELLS I TAN I'0 9 TYPICAL EXTERIOR WALL cONST.: a Uh
SOLID WITH NON SHRINK GROUT. I I I I CEDAR SHAKE SIDING T.M.E. VIA. ANCHOR BOLTS W/ m AREA
3 x3 4 BEARING PLATE
DOWEL INTO LOWER COURSE Q I _______I________ I "TYVEK" HOUSE WRAP I/2" GDX
WITH #5 BAR'AT 24" D.C.' MIK.. p[ I I PLYWO. SHEATHING. 2x6 STUDS ® ® MAX. 56" O.C. (TYPICAL
r—
8° EMBEDMENT I _ = I j Ib" O.G. VV R-Iq KRAFT FACED 12" FROM ENDS OF EACH
- v I I I ( r I tv BATT INSUL. PLATE SECTION) (EXTEND _l-
.' I I
dJ. I •; cV 20
I o- I I _ BOLTS MIN. T EMBEDMENT
INTO GMU)�JGA
� TRUGTION: T_Z GRADE
- -
�p8"xlb" GMU WITH KEYED TO
h' 16"x8" DEEP POURED F= I I I I I =oil
- �+ I
CONCRETE FOOTING. REMOVE TOP COURSE OF REPAIR TOP COURSE OF ' I
REItdFORGED. W/(3) #5 KEBABS ( I I I I I m EXISTING BLOCK IN NEW OPENING CMU IN THIS SECTION. FILL
� CONT.•IN.t=T6. (TO BE MIN. 3'-0" .• I '`'� I I I • `,. ��
CELLS SOLID WITH NON 1
BELOW ¢.BADE) ! _ I I I I I I I I TYPICAL EXISTING FOUND.CONSTRUCTION:
".• I O ' I I I I I 8"Ab" GMU WITH KEYED TO I6"x8" NTOINLOWER OJP.SE WITH 6"Xb " 6ALV. POST BASE
I� �I I DEEP POURED CONCRETE FOOTING #5 BAR AT 24" O.G.' MIN. MODEL # GBbbHDb AND 6ALV.
d (2) 2XI0 HDR I — REINFORCED W/ (5) #5 RE:BARS
8" EMBEDMENT POST GAP SIMPSON E306 bX
DOOR OPENING ------ -------- ; CONT. IN FTC. (TO BE MIN. 31-011
_ I 8'H x IOW O.H.1�R TBS.BY OWNER — -T- — "— — — POST GAP - Gq0 GALVANIZED
10'-4" /2--a" — — — — — — — — — — — — — J - ON 14" VIA P.C. PIER FOOTING
MIN. V-0" BELOW GRADE TO
10'-0" 2'-10" 3'-O" BEAR ON VIRGIN SOIL. (TYP)
(3)2XI2 P/T GIRDER,TYP. t
AI
I
AI
FOUNDATION PLAN 2 FLOOR PLAN 3 ROOF PLAN
4 SECTION
AI SCALE: 114"=t'-o" AI SCALE: 1/4,1, AI SCALE: 1/4, 1'-0" AI SCALE: V4"=1'-o" �
N
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J � ,
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T-
ry 3z
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TYPICAL ROOF ASPHALT ROOF WINDOWS b DOORS BY "ANDERSEN"
1^V MIN. DP30 RATING OR EQUAL W/ TRIM
SHINGLES (TYP) CONT. RIDGE VENT T.M.E. CTYP) U VALUE =.2q SH6=.32
CONT. RIDGE VENT- T/O RIDGE T/O RIDGE CONT. RID6E VENT CONT. R106E VENT
12 12
VENTED VINYL _.. . .. _ _.._____ - _. _ _- ---- --._- - -- . _ - - - . .._.. - - - � c E
SOFFITS T.M.E. (TYP) _... _ _ _ __ ..
PITCH q 1/2 J - q 1/2 PITCH X o
- vj _
L2 .2
- L I I _� f r O � CL
— ;
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I --[ (TYP) tt - I 1 o c�
J I 1 I 1 SEAMLESS ALUM. f 1 - a } @� m
12 LDRS. 3 GUTTERS -- _ ... . . - - _...-.._ 12 -L 1 - J- 1 , [
- - --- ---- -- ---- - - .._..- - -- - - -- - Z c> .e
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T,- - ? LU_C T
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} -I - 8�I x IOW oJa r - - iL�- T U l I T I L T i- I UU T -
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= T T - 1 -1 1 ! 1 i- �- -� - ! _ = 1 ..1. 1 -1i '' 1- 1 1 L�i 1 - 1f 1 -�._-�- -� I--L C 1_L�. -
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TO MATCH EXISTING dJ -� L ._ I 1 �r , I-, �._ T J -
1_ 1 L_ I ] 1. 1 T
� � 1 I---� �----�- �_ CEDAR SHAKE siDNG 1 1- . L�- -.�I -- - l �I - - - - � � r'
RESIDENCE P � T ��(TY 1 l r
1 7 _ �� I J1T 1f� T I- T-�. [ � � 7 1 _��T � T T- T �TI��II-
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N
-� REAR ELEVATION 8 SIDE ELEVATION
5 FRONT ELEVATION 6 SIDE ELEVATION
.,.
AI SCALE: I/4"=!'—O" AI SCALE: I/4°=1'—O" AI SCALE: I/4"=1'—O" AI SCALE: I/4"=1'—O"
V t
y
,T
NOS FLASHING SHALL BE INSTALLED AT WALL AND NOTE: RESIDENTIAL CODE OF NY5 PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER NOTE: NOTE: SYMBOL LEGEND OTE: MOTE:
12" GYPSUM BD. TAPED ROOF INTERSECTIONS; WHERE EVER THERE 15 A ALL EXTERIOR WALLS ARE DESIGNED A R315.1.1 SMOKE ALARMS THEN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NEW w00D STAIR d RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL EXTG. WALLS TO BE REMOVI— "�O KRAFT FACED FIBERGLASS INSULATION DRAWN: CC
/ ( CHANGE IN ROOF SLOPE OR DIRECTION; AND "TYPE II" PERFORATED SHEARWALL5. EXISTING BUILDINC75 UNDERGOING REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O � SINGLE 4 MULTIPLE STATION r
SPAGKLED-3 GOATS AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL POWER OPERATED YVEN INSTALLED IN BUILDINGS WITHOUT HOT 5-1/4" 4 MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXTG. WALLS TO REMAIN IN ALL CATHEDRAL CEILINGS. SCALE: AS NOTED
MIN) ON ALL WALL5 BE CORROSION RESISTANT (MINIMUM 26 GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS A5 REQUIRED BY COMMERCIAL POIAIER OR AN ON-SITE ELECTRICAL POWER SHALL BE q ) MIN. HEAD ROOM b-8 . GUN CARBON MONOXIDE �O KRAFT FACED FIBERGLASS INSULATION JOB: 23-0002
CEILINGS. (TYP) SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, I DETECTOR SMOKE DETECTOR NEW CONSTRUCTION IN ALL FLAT CEILINGS.
ALL EXPOSED FASCIAS 4 TRIM TO BE GAPPED ATTACHED W/ 8D COMMON NAILS @ b APPENDIX J HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING 02104123
"�I KRAFT FACED FIBERGLASS INSULATION IN ALL
BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN �313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY,ADDITION, OR STAIRWAY. HANDRAIL HGHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 100 GFM FAN BEARING WALL T FLOORS OVER UNCONDITIONED SPACE SHEET NO.
I/2" MOISTURE RESISTANT ALL VALLEYS, CHIMNEYS, SKYLIGHTS EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, TH`" REQUIRED SMOKE ALARMS SHALL RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 54" $ NOT MORE THAN MAINTAIN MIN. 6" CLEAR FROM BOTTOM OF *E-Iq KRAFT FACED FIBERGLA55 INSULATION IN ALL
GYPSUM BD. (TAPED CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING R3154.2�XI5TING PUILDINGS 36" ABOVE STAIR TREAD N051NG. NEW SIDING TO GRADE. x POST TERMINATION NEW P.0 FND. WALL T
SPAGKLED-3 GOATS MIN.) RAKES TO RELIEVE "STORMGUARD" LEAK I •• ' ` EXTERIOR WALLS.
BARRIER BY "GAF" OR APPROVED EQUAL. AT THE UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER 0 HOLD DOWN SEE 8/A-2
BEHIND ALL TUBS, ALL EVES 4 RAKE5. EXTEND UNDERLAYMENT 24" EDGES OVER FRAMING. OR AN ON-51TE ELECTRICAL POWER SYSTEM AND YVEN EXISTING BUILDINC75 UNDERGOING REPAIR, ALTERATION, DIMENSION GF AT LEAST 4" 4 NOT CONTRACTOR TO VERIFY EXISTING FIRST G5-W5P
SHOWERS, SINKS d W.G IN CHANGE OF OCCUPANCY, ADDITION,OR RELOGTION IN T.G. TEMPERED GLASS (Gonttnuousl sheathed wood structural anei *TO BE FROVIDE IN CEILINGS EXPO15ED TO UNHEATED SPACES.
BATHROOMS. (TYP) PAST 'rFfE INSIDE THE EXTERIOR WALL LINE OF HOLDOWNS ARE REQUIRED AT EACH END PRIMARY POWER 15 INTERRUPTED, SHALL RECEIVE POWER GREATER THAN b-1/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO y P
THE BUILDING.
OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. CROSS SECTION OF 2-1/4". BE (2)2xb U.N.O. FASTENERS b EDGE 12 FIELD INSULATION BY "OWENS GORNINC�" OR APPROVED EQUAL
NEH 5RI(S65 $ STRATTON REVISIONS:
II
20KN FORTRESS STANDBY
GENERATOR ON CONCRETE6ad DATE DESC.
51-611XV-011 OENERATOR PAD. FILED UNDER 03/26123 DOB REVIEW
CONCRETE PAD. SEE DETAIL SEPARATE APPLICATION. 09/12123 REV I
2/A-i FOR ADDITIONAL
INFORMATION. FILED UNDER
SEPARATE APPLICATION
(5) 2XI2 F/T GIRDER,TYP.
1\1!D.1 E 4T
41-011
?
roll J,
21-511
..........
(5) 2X6 HOOD
POST, ryr.
OPEN 2XIO RIDGE VENTED VINYL SOFFITS T.M.E. (TYP)
exe, eALy. POST BASE MODEL t 5TORAQE
T/O RIDGE
CEM,6HVl5v AND fSALV. P65T CAP I
AP - cAo.' YA4 2>(e� R.R C 16" 0.0. 2x1b R.R 0 16, 0. Ix FASCIA 4 TRIM (TYP)
SIMP5ON B06 ox POST c P-_ 4
TYPICAL ROOF CONSTRUCTION- 1:2
;SALVANIZEP ON W, VIA P.C. PIER "T 1142 SEAMLESS ALUM. LDRS. 4
FOOTINC? MIN. 5'-0" BELOW &RAVE ASPHALT ROOF SHINGLES (T.B.S BY
• TO.BEAR ON VIRGIN SOIL. (TYP) 0 OWNER) 50* ROOFING FELT. 1/2" 0VX
GUTTERS (7rPJ
2>0 CA 0 16"O.G. 2>0 CA 0 16"C 0. PLYHO. SHEATHING. 2x5 ROOF RAFTERS 2xb&T 6 32'O.G.
" 4 PROVIDE MINIMUM P SPACE BETWEEN THE
:2 INSULATION 4 THE ROOF SHEATHIN 12
Jul R-50 BATT
H LTYPICAL EXISTING Q7ARAQE SLAB: Al PITCH INSULATION
4`P.0 SLAB
CX6 1(:)/Io H.H.M 20 IS 2x5 G.J.0 16'O.G. 1,
Imp T/O FLATIE
4" COMPACTED POROUS CRAVEL �O - /
-FILL 015% WELL COMPACTED)cli TAN
(MIN.5,500 PSI CONr ZTE) z 6ARA&E
P (5) .2XlO
11-01
HEADER
to N HALL AND ROOF INTERSECTIONS
FLASHING SHALL BE INSTALLED AT
SE NEW (2)2x6 P.T. SILL GARAGE 20 C.,
&X6 P/T POST, PRO PLATE ON TERMITE SHIELD
REPAIR TOP COUP-SE OF CMU IN 41-011
11-0 -IC W SILL INSULATION 4 5/6" OM STORAGE
THIS SECTION. FILL CELLS TAN' TYPICAL EXTERIOR HALL CONST..
CEDAR SHAKE SIDIN6 T.M.E. VIA. ANCHOR BOLTS W AREA
SOLIM WITH NON SHRINK GROUT. 431-: 1. 1 1 T
-
DOWEL INTO LONER COURSE 0 IL r------------------7 "TYVEK" HOUSE HRAP 1/2" CVX 5"x5"xI/4" BEARINC, PLATE
WITH 1*5 BAR'AT 24" O.C.' MI9. PLYHD. SHEATHING. 2x6 STUDS a 0 MAX. 56" 0.0 (TYPICAL
-IcI KRAFT 12" FROM ENDS OF EACH
16" O.C. H/ P
6" EMBEDMENT AFT FACED T
BATT INSUL. PLATE SECTION) (EXTEND
tc BOLTS MIN. 1" EMBEDMENT
T1rpIC1kL r:xismr, FOUND.. I I
INTO CMU)
i;ZXTION: gk SSIRZAVE
5"xI6` 6MU HITH KEYED TO
j6"xa,, DEEP PouREt>
06N01;ZETE FOOTING. REMOVE TOP COURSE OF REPAIR TOP COURSE OF
cli REINFORCED. H/ (5) " REBAP-S EX15TIN6 BLOCK IN NEW OPENING CMU IN TH15 SECTION. FILL
CONT. IN.FT67. (TO BE MIN. 51-0" .-
0) 1 CELLS SOLID WITH NON
BELOIN CWRLAOEJ TYPICAL EXISTIW FOUND.QQNSTRIXTION: SHRINK GROUT. DOWEL
&'AW CMU WITH KEYED To 116"xb" INTO LOWER COURSE WITH V'X(o &ALV. POST BASE
DEEP POURED CONCRETE
#5 BAR AT 24" O.C.' MIN.(2) 2XI0,HVIR FOOTING REINFORCED H1(15) #5 MODEL # 05661-ID6 AND &ALV.
DOOR OPENING -—-—-— —- 6" EMBEDMENT POST CAP SIMPSON B06 6X
V0 2,14 x low O.H.Vo?R TBS.BY ::j REBARS CONT. IN FT67. (TO BE MIN. POST CAP - 6iqO GALVANIZED
101-410 :21-e," 0" BEL-GH 6RAIPE) ON 14" VIA P.C. PIER FOOTING
:21-1011 101-011 21-101, MIN. 5'-0" BELOW GRADE TO
BEAR ON VIR.&IN SOIL. (TYP)
2XI2 P/T GIRDER,TYP.
AI
AI
SECTION
FOUNDATION PLAN FLOOR PLAN ROOF PLAN r4
If
At SCALE: 1/411= -011 SCALE: 11411=11-ol- 50ALE: i/4,*,-o,, SCALE: i/4,*,-o-- C_
(D
Cc 00
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W -0 0)
CD
Z
C/) 0
L_ 6
0 L_
L_ <
m to 0
C'4
N 04
W
N
TYPICAL ROOF ASPHALT ROOF WINDOWS 4 DOORS BY "ANDERSEN"
SHINGLES (TYP) CONT. RIDGE VENT K/ MIN. VP50 RATING OR EQUAL K/ TRIM
CONT. RIDGE VENT T/O P11 T/O RIV167E CONT. RIDGE VENT CONT. RIDE VENT
-N\ T.M.E. (TYP) U VALUE =.29 5HO=.52
12 VENTED VINYL12
SOFFITS T.M.E. (TYP) 0
PITCH 11 1/2 q 1/2 PITCH x
Ix FA501A 4 TRIM 0 cuy)) "no
I_jm a)
z
(TYP) T_ T_ Cj
"1. 0 L)(3� m SEAMLESS ALUM.
12
1.2 LVRS. 4 6UTTER.5 I_ -- --I ! .6 Z U _Sd
51 PITCH
PITCH 15 6 .2 E
(TYP) • 0
(0
T
0 9 4t
T
F
lu .2
-E T/O I-LATE :3
T' T/O PLATE __j J
T J i Lo 0
L__L FL
Lr
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I I1-0 I i - -oil J
L
1-01
L
z L 7 J
L T L- L --ix
-4, 1F-7
TJ rT
DOOR TBS.BY OWNER T
F 7
L T i
CEDAR SHAKE SIVIN& 7
L
�_77 TO MATCH EXISTING
FJ
T
i J -L
L L,1LI I t I J-
L i T L
RESIDENCE (TYP) 7 'T,
T L7 : -I L
i F I F T�r . L_ r rLL_ _T
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0 �� 0J_T_: 7 LT_ T T_L
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REAR FRONT ELEVATION SIDE ELEVATION R ELEVATION SIDE ELEVATION
%
AI SCALE: v4ll=il—o-- 50ALE: vw*l—oll SCALE: i/4,*,—o,, 50ALE: i/4,*,—v 0
A
At
SEP 1 9 2023
r.-TT P1�7f3,7777T. e_1
FLASHING SHALL BE INSTALLED AT HALL AND RESIDENTIAL CODE OF NIY$ PERMANENT AND WITHOUT A DISCONNECTINC, SWITCH OTHEr, NOTE: NOTE: NOTE:
NOTE
NEW HOOD STAIR RAILING. TO BE ONN"-rN RESPONSIBLE FOR ORDERING SOIL EXTO. HALLS To BE R_IMOVI!�_ R-50 KRAFT FACED FIBERGLASS INSULATION DRAWN: CC
1/2" GYPSUM ED. (TAPED ROOF INTERSECTIONS; HHERE EVER THERE 15 A ALL EXTERIOR HALLS ARE DESIONEDAE R�1511 SMOKE ALARMS THEN THOSE REQUIRED FOR Z OVE11=7,, RENT PROTECTION.
4 SPACKLEV-5 COATS CHANGE IN ROOF SLOPE Or, VIRECTION; AND "TYFE it PERFORATED SHEARHALLS. EXISTING MILDINC-15 U1110ER501NO REPAIR, ALTERATION, SMOKE ALARMS SHALL EE PERMITTED To BE BATTERZY SELECTED BY OWNER (MAX. R15ER TEST TO CHECK FOR DEARINO CAPACITY 0 SINGLE s MULTIPLE STATION
IN ALL CATHEDRAL CEILINGS. SCALE: AS NOTED
AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING To BE MIN. 1/2" HOOD CHANCE OF OCCUPANCY,ADDITION OR RELOCATION SHALL POWER OPERATED WHEN INSTALLED IN DUILDIN65 WITHOUT HOT e-114" 4 MIN. TREAD DEPTH SOIL AND HATCR, TABLE LEVEL. SMOKE ALARMS EXTO. HALL5 TO REMAIN
MIN) ON ALL HALLS 4 COM%1rZR6IAL FOVEER OR AN ON-SITE ELECTRICAL POVC-R SHALL BE el") MIN. HEAD ROOM CARBON MONOXIDE R-50 KRAFT FACED FIBERGLASS INSULATION JOB: 23-0002
BE CORROSION RESISTANT (MINIMUM 26 GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY (��
CEILINGS. (TYP) SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, HANDRAIL ON AT LEAST ONE SIDE Or- CONTRACTOR To RE-ORADE EXISTINCS DETECTOR SMOKE DETECTOR NEN CONSTRXTION IN ALL FLAT CEILINGS. 02104/23
ALL EXPOSED FASCIAS 4 TRIM To er- CAPPED ATTACHED K/ 5D COMMON NAILS 0 b" APPENDIX J R-21 KRAFT FACED FIBEROLASS INSULATION IN ALL
ALTERATION, CHANCE OF OCCUPANCY, ADDITION, Or, STAIRWAY. HANDRAIL HCHT NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 100 GPM PAN SHEET NO.
BY ALUM. O.C. AT PANEL EDGES AND 12" O.C. IN KU_12 EEARINO WALL FLOORS OVER UNCONDITIONED SPACE
1/21, M015TUlIZE FZE515TANT ' I T
ALL VALLEYS, CHIMNEYS, SKYLICHT5, EAVES AND FIELD. EXTERIOR SHMATHINO SHALL BE- IN N:-H CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RELOOTION IN AWORDAN(::,E HITH APPENDIX J. BE LESS THAN 54" 4 NOT MORE THAN MAINTAIN MIN. 69" CLEAR FROM BOTTOM OF
R
XS R.R
7o, Al
,q
GYPSUM 15D. (TAPED f *R-Iq KRAFT FACED FISt:ROLASS INSULATION IN ALL
SPACKLED-5 COATS MIN.) "KE5 TO rZ-CIEVE "STORMOUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY FOVC-R FROM THE BUILDINO HIRINry R515.4,2 EXISTINO EVILPINC-5 56" ABOVE 57AIR TREAD N051NO. NEH SIDINO TO CRAVE. X POST TERMINATION NEW RC FND. WALL
CARBON MONOXIDE ALARMS SHALL DE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER EXTERIOR HALLS.
BARRIER BY "OAF" Or, APPROVED EQUAL. AT THE UPPER TOP PLATE, WITH ALL PANEL MEN SUCH WIRING 15 SERVED FROM A OOM'XERVAL sourzoiz, HOLD DOWN &IA-2
BEHIND ALL TUBS, ALL "S s RAKE-5. EXTEND UNI,�)ETZLAYMENT 2411 EDGES OVER FRAMING. OR AN ON-SITE ELECTRICAL POkC71, SYSTEM AND WHEN EXISTING BUILDINC75 UNDERGOING REPAIR, ALTERATION, DIMENSION 07 AT LEAST 4" 4 NOT CONTRACTOR TO VERIFY EXISTING FIRST
SHOWERS, SINKS 4 H.C, IN GRANGE OF OCCUPANCY, ADDITION,OR RELOCTION IN T.O. TEMPERED C-LA55 (Continuovsly sheathed wood structural a TO e!:- PROVIDE IN CEILIN05 EXPOSED TO UNHEATED SPACES.
PAST THE: INSIDE THE EXTERIOR HALL LIN77- OF HOLDONN5 ARE rZOUIRED AT EACH END PRIMARY POWER 15 INTERRUPTED,SHALL rZOEIVE POWER GREATER. THAN 6-1/4" 1AV A MAX FLOOR WINDOW HEADER 51ZES. MIN. 51ZE TO p
BATHROOMS. (TYP) OF PERFORATED SHEAR HALL. FROM TH!: BATTERY. WZINO SHALL BE ACCORDANCE WITH APPENDIX J. CROSS SECTION OF 2-1/4". BE (2)2x(o U.N.O. FASTENERS 6" EDGE 12" FIELD I l5!�L(:ZV4 ATION _ -N5 COFZNIN�5" OR APPROVED EQUAL
)ILDIN C-7. I
NEK BR $ STRATTON
F
IONS:
20KW FORTRESS STANDBY
S'-6"X5'-0" GENERATOR � TOR ON CONCRETE -
DESC.
GONGRE:TE PAD. SEE DETAIL PAD. FILED UNDER
DOB REVIEW
2/A-I FOR ADDITIONAL SEPARATE APPLICATION. REV 1
INFORMATION. FILED UNDER -0„ g,_g■ o�r�ona As BUILT
SEPARATE APPLICATION
('3)2X12 P'/T 61RDER,TYP. r' S
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m 4'-0" A,
f: iv
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I (5) 2Xb WOOD
'N ( ! POST TYP. OPEI1 i I I 2XIO RIDGE
6 X6 6AL,V. POST BASE MODEL I I
I I T/O RIDGE _
# GB66HDG AND 6ALV. POST GAP :' I I I AI I _ �
I ` ' SIMPSON B08 bX POST GAP - 6q0.' 4 I 2X8 R.R I6"O.G. 2X8 RR I6" G_ 4 2X5 • I6"O.G. VERTICAL TIES ( YPJ
GALVANIZED ON 14" DIA P.G. PIER 12 (j• .?
I
FOOTING MIN. 5'-0" BEL.OW GRADE' I NEW PAVERS OVER 4" AI TYPICAL ROOF CONSTRUCTION, 10 PITCH • 0'
I . TO.BEAR ON VIRGIN SOIL. OYP) m I P/G SLAB WITH WIRE I i I I ASPHALT ROOF SHIN6LE5 (T.B.5 BY E
I• MESH REINFORCEMENT, I I OWNER) 50 ROOFING FELT. / VENTED VINYL SOFFITS T.M.E. (TYPJ
I I OVER 4" COMPACTED I I I I I _`� 1/2" COX PLYWD. SHEATHING.
I ( POROUS GRAVEL-FILL, I " 2x8 ROOF RAFTERS 'c Ix FASCIA d TRIM CrYPJ
4 ITYPJ I I I 2 x8 R.R P I6 O.G. _ I I I I 12
N SEAMLESS ALUM. L.vRS. d
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4 p.G SLAB
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I I
I -FILL (q55� WELL COMPACTED) • I I TAN
IN.5 PSI'GONG ■ -(M RETE),500
I ,
(5) 2XIO HEADER
• I FLASHING SHALL E oc ALL B INSTALLED AT ALLE
I .I N ❑ NEW 2x8 P.T. SILL PLATE ON I �_
I I I o I WALL AND ROOF INTERSECTIONS TERMITE SHIELD W/SILL L OPEN STORAGE AREA
I I 20 6 I ( c'S INSULATION d 5/6" VIA. ANCHOR ] I }
—REPAIR TOP COURSE OF GMU IN f: sSARA6E I 6Xb P/T POST, • 4,-0„ BOLTS W/5"x5"xl/4" BEARING NEW PAVERS OVER 4" P/C
I THIS SECTION. FILL CELLS I I I'-0' PLATE o MAX. 56" 0.6 (TYPICAL
L• T�I SLAB WITH WIRE MESH w
I I TAN 4 N „
' ( I I I TYPICAL EXTERIOR HALL GONST.: 12 FROM ENDS OF EACH PLATE - ] =I REINFORCEMENT, OVER 4
SDOHEL OLID WITH NON SHRINK GROUT. I _ SE;GTION) (EXTEND BOLTS MIN. -!" d� T t�`i r COMPACTED POROUS
WITHTH *51BAR ATWER COURSE O rL I 2xb GJ.0 I6 OG. CEDAR SHAKE SIDING T.M.E. EMBEDMENT INTO GMU) 1. L'>t- 11
GRAVEL-FILL, (TYPJ
I N �- I ( I ( N N I TYVEK HOUSE WRAP
8. EMBEDMENT 2-O X6-O „
■ , L_ „ n
i/2 COX PLYWD. SHEATHING &ALV. POST NE X MODEL
6
v I I I i • ATTIC ACCESS I ell
2xb STUDS ® 160 O.C. w 2 SHOE PLATE OVER _]__� GBb6HD6 AND 6ALV POST GAP
TYPICAL EXI5TIN6 FOUND.. �' I �Y t' " 4'-4'� I ( `p I HATCH WITH PULL 2X5 P.T. SILL PLATE, (TYPJ
I GONSTiZUGT10N: - I I n DOWN STAIRS L SIMPSON BGb 6X POST GAP -
8"xlb" GMU WITH KEYED TO z - ( r I I - I GRADE 640 GALVANIZED ON 14 VIA P.G.
fJ 16"x8" DEEP POURED I I ----- - (2)2xj G.J. -- I - PIER FOOTIN6 MIN. 5'-0" BELOW
' '}•- -�--- I I I _ " ( 6R.ADE TO BEAR ON VIVR61N SOIL.
CONCRETE FOOTING ;'I v�-_ 2'-0'7�6'-0" ( Q REMOVE TOP COURSE OF REPAIR TOP COURSE 'F 1 1 (�J
v O I 1
REINFORCED• �5 REBARS
4 i
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J I (2)2xlE�C.J.G ( I TYPICAL EXISTING FOUND.GON5IRUGTION: t�J
I� Q I I I b"x16" GMU WITH KEYED TO Ib"W SHRINK GROUT. DOWEL
�-- I I I DEEP POURED CONCRETE INTO LOWER COURSE WITH
- m I _-- I FOOTING REINFORCED W/ 8" EMBEDMENT O.G.' MIN.
REBARS CONT. IN FTC. (TO BE MIN.
_ _ 51-0" BELOW
0)2Xi2 P/T SIFM ,TYP. '-0" It
2'-10" 5'-0"
TYPICAL P/G SLAB,
4" P.G SLAB
6x6 IOAO W.W.M I Al
4" COMPACTED POROUS GRAVEL Al
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(MIN.5,500 PSI CONCRETE)
PLAN
FOUNDATION 2 FLOOR PLAN 5 ROOF PLAN 4 SECTION
AI SCA r=: I/4"=I'-O" AI SCALE: I/4"=I'-O" AI SCALE: I/4"=I'-O" AI SGA►LE: I/4"=I'-O" C
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SHINGLES (TYPJ CONT. RIDGE VENT W/MIN. OP50 RATING OR EQUAL W/ TRIM
CONT. RIv6E VENT CONT. RIDGE PENT CONT. RIDGE VENT
T.M.E. (TYP) U VALUE ■.2q SHG=.52
T/O RIDGE T/O RIDGE
VENTED
12 l.r. SOFFITS TI.M.EL. _, 12
PITCH 10 ITYPJ 1 I-- 10 PITCH �"> c E
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GRADE GRADE � -
19-1
H
6 SIDE ELEVATIONr-7 REAR ELEVATION 8 SIDE ELEVATION �� �''
FRONT ELEVATION � h� .�* : � � w
AI SCALE: I/4 I -O AI SCALE: I/4"=I'-O"
Ai SCALE: I/4"=1'-O" AI SCALE: I/4"=i -O _
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I �
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NOTE: FLASHING SHALL BE INSTALLED AT WALL AND NOF �ESIDENTIAL CODE OF NY5 PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER NO`I L.: NOTE: SYMBOL LEGEND NNE
1/2" GYP5UM BD. (TAPED ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALLS ARE DESIGNED A R515.1.1 SMOKE ALARMS THEN THOSE REQUIRED FOR OVERG)RRENT PROTECTION. NEW WOOD STAIR d RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL *NOTE,TEj
GHANOE IN ROOF SLOPE OR DIRECTION; AND "TYPE II" PERFORATED SHEARWALL5. EXISTING BUILDINGS UNDER601N6 REPAIR, ALTERATION, SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY SELECTED BY OWNER (MAX. RISER TEST TO CHECK FOR BEARING CAPACITY O 5 SINGLE d MULTIPLE STATION EXT6. WALLS TO BE REMOVES �O KRAFT FACED FIBEROLA55 INSULATION DRAWN: CC
d N) ON ALL
GOATS AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2" WOOD CHANGE OF OCCUPANCY ADDITION OR RELOCATION SHALL POWER OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT HOT b-Ii4" d MIN. TREAD DEPTH SOIL AND WATER TABLE LEVEL. SMOKE ALARMS EXT6. WALLS TO REMAIN IN ALL CATHEDRAL GEILIN65. SCALE: AS NOTED
MIND ON ALL WALLS 3 r r- „ „ G CARBON MONOXIDE *�O KRAFT FACED FIBERGLASS INSULATION
GEILIN65. (TYP) BE CORROSION RESISTANT (MINIMUM 26 GAUGE) STRUCTURAL PANELS ON EXTERIOR BE PROVIDED WITH SMOKE ALARMS A5 REQUIRED BY COMMERCIAL POW�R OR AN ON-SITE ELECTRICAL POWER SHALL 6E q ) MIN. HEAD ROOM b-8 . � JOB: 23-0002
ALL EXPOSED FA501AS 8 TRIM TO BE GAPPED ATTACHED W/ bD COMMON NAILS c b" APPENDIX J SYSTEM OR IN BUILDINGS THAT UNDER601N6 REPAIR, HANDRAIL ON AT LEAST ONE SIDE OF CONTRACTOR TO RE-GRADE EXISTING DETECTOR SMOKE DETECTOR NEW CONSTRUCTION IN ALL FLAT GEILIN65.
BY ALUM. O.G. AT PANEL EDGES AND 12" O.G. IN I I POWER SOURCE ALTERATION,GHANOE OF OCCUPANCY,ADDITION, OR STAIRWAY. HANDRAIL HOW NOT TO EARTH. PITCH AWAY FROM THE HOUSE. 0 100 GFM FAN *Rom- I KRAFT FACED FIBERGLASS INSULATION IN ALL SHEET NO.
123
I/2 MOISTURE RESISTANT BEARING WALL FLOORS OVER UNCONDITIONED SPACE
GYPSUM BD. (TAPED d ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS SHALL RELOGTION IN ACCORDANCE WITH APPENDIX J. BE LESS THAN 34" 8 NOT MORE THAN MAINTAIN MIN. b" CLEAR FROM BOTTOM OF
SPAGKLED-3 GOATS MIND RAKES TO RELIEVE "STORMOUARD" LEAK CONTINUOUS FROM BOTTOM PLATE TO RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING R30,42 EXI5TIN�S�l11LDINOS 56" ABOVE STAIR TREAD NOSING. NEW SIDING TO GRADE. X POST TERMINATION NEW P.G FND. WALL — *R�q KRAFT FACED FIBERGLASS INSULATION IN ALL
BARRIER BY "OAF" OR APPROVED EQUAL. AT THE UPPER TOP PLATE, WITH ALL PANEL WHEN SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE,CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HANDRAIL SHALL HAVE A PERIMETER =—'' EXTERIOR WALLS.
BEHIND ALL TUBS, „ EDGES OVER FRAMING. OR AN ON-SITE ELECTRICAL POWER SYSTEM AND WHEN EXISTING BUILDING5 UNDERGOING REPAIR ALTERATION, HOLD DOWN SEE 8/A-2
� ALL EVES d RAKES. EXTEND UNDERLAYMENT 24 t DIMENSION OF AT LEAST 4 d NOT CONTRACTOR TO VERIFY EXISTING FIRST T.O. TEMPERED GLASS GS-W5P
SHOWERS, SINKS 4 W.G IN PAST THE INSIDE THE EXTERIOR WALL LINE OF HOLDOWNS ARE REQUIRED AT EACH END PRIMARY POWER 15 INTERRUPTED, SHALL RECEIVE POWER CHANCE OF OCCUPANCY,ADDITION,OR RELOGTION IN GREATER THAN 6-1/4" W/ A MAX FLOOR WINDOW HEADER SIZES. MIN. SIZE TO (Continuously sheathed Hood structural panel *TO BE PROVIDE IN GEILIN65 EXPOSED TO UNHEATED SPACES.
BATHROOMS. (TYP) - - tt FASTENER5 b" EDGE 12" FIELD „
THE BUILDING. OF PERFORATED SHEAR WALL. FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. � � GR05S SECTION OF 2-I/4 . BE (2)2x6 U.N.O._ INSULATION BY OWENS CORNING" Ott APPROVED EQUALI Al