HomeMy WebLinkAbout49621-Z suFFac
�o�o . coGy Town of Southold 7/25/2024
o
P.O.Box 1179
o 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45370 Date: 7/25/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 370 Munn Ln, Orient
SCTM#: 473889 Sec/Block/Lot: 17.4-1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/19/2023 pursuant to which Building Permit No. 49621 dated 8/25/2023
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:
additions and alterations, including conversion of existing garage to living space and garage addition,to existing
single-family dwelling as applied for.
The certificate is issued to Garrels,Gerald&Hoblock,Richard
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 49621 6/27/2024
PLUMBERS CERTIFICATION DATED 6/28/2024 r d ' cuch
- 1
A o zed i ature
" TOWN OF SOUTHOLD
lit
��°�SufFny
BUILDING DEPARTMENT
H x TOWN CLERK'S OFFICE
o • Nt
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#: 49621 Date: 8/25/2023
Permission is hereby granted to:
Garrels, Gerald
PO BOX 114
Orient, NY 11957
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
370 Munn Ln, Orient
SCTM #473889
Sec/Block/Lot# 17.-4-1
Pursuant to application dated 7/19/2023 and approved by the Building Inspector.
To expire on 2/23/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $569.60
CO-ADDITION TO DWELLING $50.00
Total: $619.60
1
i
Building Inspector
OF SOUjyo
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 aQ sean.devline—town.southold.ny.us
Southold,NY 1 1 97 1-0959 Q
Comm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Gerald Garrels
Address: 370 Munn Ln city:Orient st: NY zip: 11957
Building Permit#: 49621 Section: 17 Block: 4 Lot: 1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL-ELECTRIC CODE
Contractor: Electrician: DAK Electric License No: 5120ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heater 30A Duplec Recpt 20 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors
Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 22 CO Detectors
Sub Panel 90A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2
Transfer Switch Track Lights 4$' Dryer Recpt 30A Emergency Strobe Heat Detectors
Disconnect 1 Switches 19 4'LED 2 Exit Fixtures 11 Sump Pump
Other Equipment: MeterMain 200A 8 Circuit/ 0 Used, 200A Panel 42 Circuit/20 Used, 90A Sub
6 Circuit/2 Used - 115ARC/GFI (4), Surge Protector, W/D, FloorHeat
Notes: One Story Half House Reno w/ Garage Addition, Service & Moved TransferSwitch
c
Inspector Signature: Date: June 27, 2024
S.Devlin-Cert Electrical Compliance Form
oAS�fFat'�co
rmvn Hall Annex ate® �y� Telephone(631)765-1802
54375 Main Road a ,c
P-O.Box 1179
14
Southold,NY 11971-0959
G E � V E
BUILDING DEPARTMENT J U L - 3 2024.
TOWN OF SOUTHOLD
Building Department
Town of Southold
CERTIF[CATION
Date:-&I28 I z y
Building Permit No. LJ q(0 Z)
Owner: Gerala Gam Is
(Please print)
Plumber: Qua �i tcuc{,
(Please print)
T certify that the solder used in the water supply system contains less than 2/10 of 1%lead.
(Plumbers Signature)
Sworn to before me this Z g
day of 7,,Ae , 20 2�
Notary Public, �LjTTOJ/� County
SUSAN A.RIZZO
'Votary Public,State of New York
No.01 R16183459
Qualified in Suffolk County
Commission Expires March 17.2%Z.V .l
/ OE SOON,°�
TOWN OF SOUTHOLD BUILDING DEPT.
cIOorm��'' 631-765-1802
INSPECPON
[ ] FO ATION 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: I Ax2�& �t
ohold olkl 1�
DATE INSPECTOR
OF SOUK°� H q `a IZ4 --376 mom -
# TOWN OF SOUTHOLD BUILDING DEPT.
coutm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] 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:
/ civ,
DATE INSPECTOR
OF SOUlyO�
# # TOWN OF SOUTHOLD BUILDING DEPT.
co 631-765-1802
q��-kfINSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ] INSULATION/CAULKING
[V 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:
vV�
o .
DATE l INSPECTOR
OF SOUTyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
°yco 631-765-1802
qq�-kj INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH 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:
A li
DATE Y�i �0 INSPECTOR
g 50(/lh°lo to I l d / w /in
# TOWN OF SOUTHOLD BUILDING DEPT.
coum� 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] 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:
han
-�
DATE 'Z INSPECTOR
SObIyO
# TOWN OF SOUTHOLD BUILDING DEPT.
um,� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG.
[ . ] FOUNDATION 2ND [ ] ULATION/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
REMA KS: '
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DATE Y INSPECTOR
Q� 6 ) A
® v Retrotec rCloud
Quality Assurance Report
Resnet 380 Total Duct Leakage Test
PASS Your Result: 1.8 CFM/100 ft2 (39 CFM*100/2200 ft2)
Target<=4 CFM/100 ft2
Test Information
Test Name 370 munn lane orient ny 11957
Test Date 2023-10-06 09:56 AM (UTC-4)
Export id 2LLMSQSE
Company Name Star mechanical
Technician Name Rey Villegas
Technician Email reyhvac1989@gmail.com
Building Information
Address 370 Munn Ln
City Orient
State NY
Zip/postal Code 11957
Country United States
Year Constructed Not available
Elevation 20 ft
Address Verified? Yes
Building Latitude, Longitude 41.144986,-72.309327
GPS validation Latitude/Longitude: 41.144956.-72.309343;Accuracy:
35 ft
Estimated Distance From Address 9 ft
Test Equipment :._........ ...,. �:..-....
Fan Model Retrotec 300
Fan Serial Number NA
Pressure Gauge Model Retrotec DM32 10A [29MVIR
(Gauge Serial Number 410079 J `r
Environmental Conditions JUN _ 7 2024
Pre-test Indoor Temperature 70 OF
Pre-test Outdoor Temperature 68 OF
Wind Speed Unknown ,T_)nzG
Average Barometric Pressure 101.325 kPa TO77 °' ' r
Test Dimensions
Conditioned Floor Area 2200 ft2
Volume 17600 ft3
1
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Retrotec rCloud
Test Results Summary
Test Type Resnet 380 Total Duct Leakage Test
Flow Reference Pressure 25 Pa
Time Averaging 5 seconds
Nominal Fan Flow 38.76 CFM @ 25 Pa
Test Results
Test Data Set 1
Flow Direction Depressurize
Gauge Location Outside
Measured Pressure(Pa) -25.19
Fan Pressure[300-47] (Pa) 144.33
Flow(CFM) 38.94
2
r
Retrotec rCloud
Compliance Verification
4.2.2.The HVAC system controls shall be adjusted so that the air handler fan does not Confirmed
turn on during the test.
Pressure probe location supply
Duct leakage tester location return
4.4.1.1. If ducts run through Unconditioned Space Volume such as attics,garages or Confirmed
crawlspaces,then any vents,access panels,doors,or windows between those spaces
and the outside shall be opened.At least one door,window or comparable opening
between the building and the outside shall be opened to prevent changes in building
pressure when the Duct.Leaka e Tester is running.
4.4.1.3. An indication of whether the Duct Leakage Tester is pressurizing or Pressurize
depressurizing the ducts stem shall be recorded.
3
r
Retrotec rCloud
Test (Votes
No notes entered.
Flow Equation Parameters - Factory Default
Fan Model Retrotec 300
Fan Serial Number NA
Flow Equation Parameters -131
Units Used For Flow Parameters in Equation CFM
Fan pressure(FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is
negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated
by subtracting the measured room pressure from the absolute value of the fan pressure.
If PrA is greater than 0 or fan is self-referencing: FP= IPrBI - PrA
If PrA is less than 0 or fan is self-referencing: FP= PrB
Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI)
FP=fan pressure,RP=room pressure
Range N K K1 K2 K3 K4 MF
Open 0.5010 28.9100 0.0000 0.4000 0.0000 1 20
74 0.5045 7.0770 0.0000 0.2500 0.0000 1 15
47 0.5000 3.2410 0.0000 0.1000 0.0000 1 10
29 0.5020 1.1900 0.0000 0.2000 0.0000 1 20
18 0.4990 0.4570 0.0000 0.2500 0.0000 1 25
11 0.4800 0.2080 0.0000 0.2500 0.0000 1 25
7 0.5000 0.0718 0.0000 0.1100 0.0000 1 25
102 0.5900 10.7000 0.0000 0.4000 0.0000 1 100
flow= (FP-RP x K1)"x (K+ K3 x FP)x K4
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MELD INSPECTION REPORT DATE COMMENTS
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o�sufFotK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 htWs://www.southoldtomm.jov,
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only D.
PERMIT NO. Building Inspector: J)
JAIL 1 9 2023
Applications and forms must be filled out in their entirety. Incomplete
.applications will not be accepted. Where the Applicant is not the owner,an BLM,DING DEPT.
Owner's Authorization form(Page 2)shall be completed. TOWN-., 3
Date:7/19/2023
OWNER(S)OF PROPERTY:
Name:Richard Hoblock - Gerald Garrels SCTM#1000-17-4-1
Project Address:370 Munn Lane, Orient
Phone#:310-508-5394 Email:hoblo3@aol.com
Mailing Address:PO Box 114, Orient, NY 11957
CONTACT PERSON:
Name:Michael Hand
Mailing Address:PO 1256, Mattituck,NY 11952
Phone#:631-965-1947 Email:michael@mchdesimservices.com
DESIGN PROFESSIONAL INFORMATION:
Name:Jim Deerkoski
Mailing Address:400 Deer Path, Mattitck, NY 11952
Phone#:631-771-7355 - [TM:a1:1-jAMeSdeerkosKi@.yahoo.com-
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION 011 PROPOSED CONSTRUCTION
❑New Structure MAddition MAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $100,000
Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes MNo
1
PROPERTY INFORMATION `
Existing use of property.single family dwelling Intended use of property:single family dwelling_
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 :this property? XYes ❑No IF YES, PROVIDE A COPY.
0 Check Box After Reading: The owner/contractor/desigmprofessional is responsible fo'r 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 PermWpursuant to the Building Zone:
I.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 building(s)for necessary inspections.False statements made herein are
punishable.as.a'Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. '
Application Submitted By(print name):Annett SChum her BAuthorized Agent ❑Owner
Signature of Applicant: � Date: o r7
STATE OF NEW YORK)
SS:
l'
COUNTY OF v'r- k1 )
�Gff-Uf0CW1:—:!-f— being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 7-
(Contractor,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
1 day of JVjq 20 2c
No �ryPublic
SEVERLY L RINGHOFF
Notary Public,State of New York
PROPERTY OWNER AUTHORIZATION Registration No.01 R16302521
Qualified in Suffolk County
(Where the applicant is not the owner) Commission F.xPlm May 6,20Z&
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
_ f(
SUFFp��: BUILDING DEPARTMENT- Electrica anectJAN ' 2 2024 l�
�01� C�Gy TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO7 �
o Southold, New York 11971-0959_ Town of`°oa-��'-,`iold
Telephone (631). 765-1802 - FAX (631) 765-9502
jamesh �southoldtownny_gov- seand(aD_southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 2 2-
Company Name:
Electrician's Name:
License No.: 5� 2O Elect. email: ave_ (l
Elec. Phone:No: - _ 12'I request an email copy of Certificate of Compliance
Elec. Address.:_'Pt) �a
JOB SITE INFORMATION (AII"Information Required)
Name: S
Address: r
Cross Street: pu
-Phone No.:
Bldg.Permit#: �Q�Do� email:
Tax Map District: : - 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please Print Clearly):
l roDm `h1CGDt'f� ra�fison, = r ad �liDY�
Square Footage:
Circle All That Apply:
'Is job ready for-inspection?: �l� YES ❑ NO g Rough In ❑ Final
Do you need a.Temp Certificate?: ES ❑-NO. Issued-On .
Temp Information: (All-information required) .
Service Size o1 Ph❑3 Ph Size: 2Db A # Meters Old Meter#.
glNNew Service❑Fire'Reconnect❑Flood Reconnect❑Service Reconnect Jnderground❑Overhead
#Underground Laterals 1 2 H Frame- Pole Work done on Service? Y N.
Additional Information:
PAYMENT DUE WITH APPLICATION 0�
c \b�o33�
OFFOL,�`,oG
y< BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
Telephone (631)765-1802
Temporary Certificate # 1 6 D 5 Date I- �'
Customer Name �4s, S Electrician Name ESTR C
Address J)rj Phone j,. a, Lf Ljr
e-mail a-mail Av`e. 0
Phone License# J 110
Size �A Phase _Overhead Underground X #of Meters
Remarks' add I
#of Underground Laterals 1 2 New
"H"/Frame or Pole H P Fire Reconnect
Was work done on Service? Y/N Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
This verification' a id fo 9 ys the date abov
Authoriied by
l
E .C E
t^i
SUFFpLK r�_ BUILDING DEPARTMENT- Electrical n`� ect8P' m,I
N; TOWN OF SOU THOLD
Town Hall Annex- 54375 Main Road - POes 'I�ix7?9=°°-� ' a
New York 11971-0959 a_'°."`` .' •;., .:.. •-:
Southold, _
Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh southoldtownny gov- seand(cDsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date:
Company Name: �
Electrician's.Name:
License No.: 512 Elec�. email: p�V� 1L (1
Elec. Phone No:101 - Elf request an email copy of Certificate of Compliance
Elec. Address.:TO c, la
JOB SITE INFORMATION (All Information Required)
Name: C71LWAS
Address: Munn iam
Cross Street: p
Phone No.:
Bldg.Permit#: ygt1o0 1 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: l� YES ❑ NO E Rough In ` ❑ Final
Do you need a Temp Certificate?: [�ES ❑ NO Issued On
Temp Information: (All-information required)
Service Sizea1 Ph❑3 Ph Size: 200 A # Meters Old Meter#
[v]New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect Jnderground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION 1 oo
PERMIT# Address:
Switches
Outlets
GFI's
Surfac ZI
Sconces
HH s
Cj
UC Lts Fridge HW POOL
—Q/v Panel
Fans Mini Fr. W/Df"�" Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat I. Pucks ERV
HOT TUB SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH� Hood Blower
Service Amps Have LlQ. Used 4WA
Sub Amps l d Have,.�2 Used �/
OOP ke k�
Comments nm/
s
lWIr
�
G
1
4Z9 0
Scott A. Russell � ..uwqt 0% STO)KAWWATER,
SUIMIRVISOR - WENT
SOUTHOLD TOWN HALT.-P.6.go-A 117q MANAGIEN
53095 Main Road-SOLTMOLD,NEW YORK 11971 Town qf Southold
CHAPTER 236 - STORMWATER MANAGEME AT REVE RR ALFORM
( APPLICANT INI"ORMATION TO BE COMPLETED BYTHE APPLICANT
ONLY FOR PROPERTIE'S ONE ACRE IN AREA OR LARGER. )
— — — — — — — — — — — — — — ---- — — — — — — — — — — — — — — — — — — ---
APPLICANT: (Property Owner, Design Professional, Agent, Conti-actor, Other)
NAME: Date:
(Pi mil
7 77
Contact Information:
L 13 12
Property Address / Location of Construction Site:
3 7 o N o Q L_0'�O_
S.C.T.M. .1000
District
,i' y4` q
Uv S
4-
Section Block Lot
A_ 1 ?023
B
0 l L'COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Area of Disturbance is less than I Acre. No S.P.D.E.S..Permit is Required!,
0 - Project does Not Discharge to Waters of the State. No.S.P.D.E.S.Perriilt.is Required!
Area of Disturbance is Greater than I Ad.re&Storm-water Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit
DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building.Permit.
[3 - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit through the Southold Town Engineering Department
Prior to Issuance of a Building Permit.
-7
/il
Reviewed By. Date: 3
VnP M v qMCP-Tnq ni-rnhpf.901 4 � e cc (* veol -7 13 1JR3
SURVEY OF PROPERTY
N
AT ORIENT
TOWN OF 50UTHOLD
AWOL N.Y.
• 1000-1?, 03M
OECEINBET 4,20 4
N"O"PRIVATE RD JOINT OWNERSHIP
M A P L E L A N E
• GRAVEL ROAD
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k TRUST AGREEMENT
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MAIN ROAD---
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(S R. 2 5)
AREA=21,091 SO.'K. «.+g
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ANY AL7FRARON OR AODI7IQV TO ROS.VXWY IS A WaAI70N CONK OR$ P.C. D l�-7 D
�•SECTION 2010F R7E NEW YDRK STARE SUCAUM LAW 631 765-5020 FAX(631) 765-17R7
O(CEPT AS PFR SECRON'7209-SN60A1110H 2.All CER71F7GAWKS ) ox
NEREON.ARE YAlIO fOR TMS•MAP ANO COPlfS R7hREOF 0.VLY IF. 1230B7RAVELER STREET 4 A�I'�Jr .'
SAfO MAP.OR COPJES 8£AR 111E IMPFES+fD SEAG of THE SORVEYOR 1'F
HxasESONA7UREAPPEARSHEREON sdUTHC,,N.r. r1s7i Jl1N 18 101
SLOG'DEPT
f0P!H of SDUTIiOLD
5URVEY OF PROPERTY - -
SITUATE: ORIENT N
j TOWN: SOUTHOLD ��11
SUFFO oK COUNTY, NY —E `"""��q-01 _E (RIGHT MY)WAY) fd( LANE1N E
_______________________.________________________________E_'—E E E
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LAND NOW OR FORMERLY OF N �✓ �O I
WILLIAM W SGHRIEVER a WF
NOTES: MONUMENT FOUND \ y� � -• �sd ��s ^�
0 PIPE FOUND �• :4iS '°"^`�•p� _
• P05T FOUND CERTIFIED TO:
JAY MALCOLM KENNEDY
BARBARA 5U5AN JEWLER LAN7 "°"' •AREA= 46,206 SF OR 1.06 ACRES FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK
AGUEBOCUE AB5TRACT CORP. JOH . EHLERS LAND SURVEYOR•GRAPHIC SCALE I"= 30' NORTH FORK BANK
_ 6 EAST MA1N STREET' N.Y.S.I.IC.N0.50202
_ RIVERHEAD.N.Y.11901
__ 369-8268 Faz 369-8287 REF•\\Eip serve�ld\PROS\01-156.pro
S.C.T.M. NO. DISTRICT- 1000 SECTION: 17 BLOCK: 4 LOT(S): 1
,d LAND N/F OF
3 83°32'10"g
P. LCHEF HOLDINGS LLC
U. 00
2.6S
O U.P, b
�7 GATE WOOD RAIL FENCE Wjy�RE U.P.
280.00'
�'::•:.•:.'... ...... •:.N
35.3.....::... ri
I_•••:•::•::•:•:.•.:•:•::::•:.•:•::•::.::.::::•:.•.:•::•::•:::::::::::::•:.•::.•::.•�^ WOOD DECK
,.,................ .................:.....:................::.. a 1.6S
m I�1=ND LOCATION ii�•::•::•:::•:::::.::::•:::•:•::•::•::•::•::.-.-.-::•::•::: WELL GATE
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................::.:...•::::::::::::::•:::::::::......:::::::•:::::.�:::::::::......... 6.7S
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ENCLOSED STONE 96.3'
W :••;19.1'ti::::•: PATIO PATIO
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;INGROUND POOL; ;•:•;;�;:•;:•:.
N 83 003'001,W 1.3'N 7.9N 2.0'N
..........................
94.11' 74.1,
LAND N/F OF
950 MAPLE LANE
., N ORIENT LLC
E V L7 iJ E o O
D m
NOV 1 7 2023 LAND N/F OFLILI
KATHLEEN HANNAFIN LQ
O
3 N
Building Department = o
Town of$outhoid o
O �
0
1.5'N
MAINW '2�
ROAD 0.2N
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 0.3'E N85°09'40"W 4'CHgINLINK FENCE 1.43
LOCA71ONS SHOWN ARE FROM RELD OBSERVA77ONS 84.16' 0.2'S MON.
AND OR DATA OBTAINED FROM OTHERS 0 3 0.6'W i
AREA:45,856.89 SQ.FT. or 1.05 ACRES ELEVAnoN DATUM: LAND N/F OF
z I LANDDIANA OF
LA
UNAUTHORIZED ALTERATION OR ADD17ION 70 THIS SURVEY IS A WOLA77ON OF SEC770N 7209 OF THE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY o
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS177U7/0N IXE CIO
LISTED HEREON, AND 70 771E ASSIGNEES OF THE LENDING INSTITU770N, GUARANTEES ARE NOT TRANSFERABLE. F— LAND N/F OF
THE OFFSETS OR DIMENWONS SHOW
NOT N7END£D TO MONUMENT THE PROPS TY LINES OR 70 GUIDE LINES TO THE STRUCTURES ARE FOR A SPECIFIC
OF FENCE$ ADD177ONAL PURPOSE AND USE THEREFORE
07HER IMPROVEMENTS�EASEMENTS I MD N 85°09'40"yv 2.0 W LORI FEILEN
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT THE 77ME OF SURVEY 6'STOCKgpE FENCE 101.36'
SURVEY OF.DESCRIBED PROPERTY CERTIFIED TO: GERALD EUGENE GARRELS;
RICHARD CHARLES HOBLOCK; LAND F
OF
MAP OF: ANN GRIFFITHS I
FILED: I
SITUATED AT-ORIENT
TOWN OF:SOUTHOLD
SUFFOLK COUNTY, NEW YORK KENNETIi M 1iP0YCHUK LAND SURVEYING, PLLC
Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
FILE #223-162 SCALE:1°=30' DATE:NOV. 8, 2023 N.Y.S. USC. NO. 050882 PHONE (831)298-1588 FAX(631) 298-1588
STORM WATER MANAGEMENT DETAILS SITE DATA
PROPERTY: 45,857 SF 1.0527 ac
100%RUNOFF AT DRYWELL DRYWELL BUILDABLE PROPERTY: 30,477 SF 0.7 ac
LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY:
NEW ROOF AREA:609 SQ.FT. 102 CU.FT. 0)Baia..4'deep 169 CU.FT. ESTIMATED AREA OF 4000 SF
GROUND DISTURBANCE:
NON CONFORMING LOT: ZONE:R-40
(280-124)SETBACKS: LOT COVERAGE:20%
1 NOTES: OGEE GUTTER-STANDARD 5" MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE:
1).EXECUTION: (280-4.280-208) 35', 10'h(AVG),451 ANGLE
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
2),PREPARATION: DESCRIPTION: AREA LOT COVERAGE: ESTTMATED TO REMOVE: ESTIMATED TO FILL:
/ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR EXISTING HOUSE: 2909.7 SF 6.34
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT. EXISTING SHED: 71.0 SF 0.15%
3.INSTALLATION: EXISTING POOL: 1125.0 SF 2.45%
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. PROPOSED ADDITION: 478.7 SF 1.04
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND TOTAL: 4584.4 SF 9.98%
ACCESSORIES.
8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
CONNECTORS.
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL METES AND BOUNDS: SURVEYOR: JOHN EHLERS DATE SURVEYED: 11/23/2005
CONNECTION WATERTIGHT,
DRY WELLS TO BE 10'MIN. 4).PROTECTION: SCTM: 1000-17-4-1 ELEVATIONS REFRENCE: NAVD 1988
AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION. '
1 po o
O C O p
GFA CALCULATIONS
t `} LOCATION: AREA: t ^
OCCUPANCY �/I , PROPERTY:45,857 SF `/ '
APP OVER USE �S UNLAWFUL (280-207d)GFA PERMITTED:5100.0 SF z
AS NOTED �pj IWX�
MAPLE LANE � L, �-- GATE- # � ���iT�-EOUT CERT I F IOs- ILTE �/ � � EXISTING HOUSE AND GARAGE:2909.7 SF
Nr>=R J; PROPOSED ADDITION: 478.7 SF
V 6�'� 54MSR g O
TOTAL GFA:3388.4 SF
FEE 1�.� BY: O� Q CUPANGY y ......
NOTIFY BUILDING DEPARTMENT AT
631-765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS: RETAIN STORM WATER RUNOFF
.5 530 321 10" E 200.001 1. FOR POUR D CONOC ETOE IRED PURSUANT TO CHAPTER 236
SILT FENCE - - _ - -.�E 2. ROUGH-FRAMING&PLUMBING
OF THE TOWN CODE,
E E Ems-- -E�� X -X - X -X -X - X- X - X-X -X - X - X - X - X -i 3. INSULATION
I 4. FINAL-CONSTRUCTION MUST
E----E I ��E - EX. CONCRETE WALL BE COMPLETE FOR C.O. w
--E o EXISTING _
EGRESS WELL SHED r
I I UNDERGROUND x
64.3' L _ PUMP HOUSE ALL CONSTRUCTION SHALL MEET THE rT,
DL1�� W
lI� I CH REQUIREMENTS OF THE CODES OF NEW PLUMBING
_ YORK STATE. NOT RESPONSIBLE FOR
` ;I.I' DESIGN OR CONSTRUCTON ERRORS &WATER LINES NEED;, _.: � (�
O U /TOP SOIL\ BDLJ O PROPOSED x
I `Q Tt=��'�"Jr.EEFORE COVERINf�..
i LOCATION / ADDITION k,..,
LL i - EXISTING ONE STORY HOUSE X
N � X
. I 6.0 0 48.0' GH / ---------------------------------------------------------
-IOZ
_ COMPLY WITH ALL CODES OF Q
x NEW YORK STATE & TOWN CODES
CONCRETE PATIO PAITIO 18.0' AS REQUIRED AND CONDITIONS OF /�
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Generated by REScheck-Web Software
CNJ Compliance Certificate
OVERHEAD EXTERIOR
DOOR(TYP) WALL(TYP.) 12
Project HOBLOCK - GARRELS HOUSE EXPANSION
#4REBAR
JOINT P
@16"OC EXPANSION S
Energy Code: 2018 IECC 4"CONC.SLAB JOINT(TYP)
MIN.1/8"PITCH 3'-0"APRON e CEDAR SHINGLE ROOFING (PRESSURE TREATED)
Location: Southold, New York
°-' - _ - -�, ° 111. o DRIVEWAY 2X8 DF#2 CJ @16�� o o OC OVER CEDAR BREATHER, ICE & WATER BARRIER
Construction Type: Single-family
Project Type: Addition ° o` z :k4.. <<>: (ALT. 30# FELT) UNDERYAY OVER 3/4" SHEATHING
Climate Zone: 4 (55'72 HDD) ,g
Permit Date: 6X6 10/10 WWF D i o 2X8 ACQ PLATE
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor: $
(TYP) o — —
m
F-�
lkoA.tt
CD -24
Compliance: 0.0%Better Than Code Maximum UA: 20 Your UA: 20 Maximum SHGC: 0.40 Your SHGC: 0.00 2-0 OH
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. V-4"MIN, l�
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. V 1
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade GARAGE ENTRANCE SECTION
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
SCALE: 1/2" = 1'-0"
INSTALL " TYPE-X
#5 REBAR @ M STUD WALL
Envelope Assemblies48"OC e.w. FIRE RATE HEETROCK I O
ON WALL METER
14
Ceiling: Cathedral Ceiling 56 30.0 0.0 0.034 0.026 2 1 8X16 CMU WALL COVER w/ 2 COATS
Wall 1: Wood Frame, 16"o.c. 183 20.0 0.0 0.059 0.060 11 11 PORTLAND CEMENT (STUCCO) FINISH TO
BEARING STUD WALL
Wall: Masonry Block w/Empty Cells 34 20.0 0.0 0.057 0.087 1 1 (TYPICAL) MATCH EXISTING MIN. 3/4" THICK
Door: Solid Door(under 50%glazing) 21 0.280 0.320 6 7
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other (ASTM C1063) _
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in PITCH SLAB 1 8": 2" TO OH D DO R (10W
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
#5 REBAR(CONTINUOUS) rT1
4"CONC.SLAB(TYP.) 4 CONC. SLAB REINFORCED wO.WN �••1V••�
Name Title Signature Date
n
a a D o o a o . a o o a o a DAMPPROOF /
2" 9 EXTERIOR 10/10 6X6 WMM OVER COMPACTED _
2'� D PER CODE GRAVEL / CLEAN FILL O O
PITCH TO OVERHEAD DOOR (� Q
z'-o"
HAUNCH SLAB SECTION ; — - - w 0
_ ,_ , X8 FTG .Z a
SCALE: 1-1/2., — 1 0 16 Z
(3) #4 REBAR w -.!�
C
iROss SECTION < pr l..4 w
Project Title: HOBLOCK- GARRELS HOUSE Report date: 07/16/23 8C,4LE: 1/2" = 1'-0" Z Z
Data filename: Page 1 of 1 �,
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FASTENER TYPE: SPACING: W.M. 13„
No.8 WOOD-SCREW F.A.I.
SHOWER BA H
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH
No.10 WOOD-SCREWS 0 1 1/2 2 . w
BASED ANCHOR WITH 16"OC V `/
tin.EMBEDMENT LENGTH C.O. I 2 3 1 1/4 I C.O.
1/41n,dia.LAGSCREW
BASED ANCHOR WITH 16"OC 3
tin,EMBEDMENT LENGTH
® ® cc cc 20
3/4"APA PLYWOOD
SHEATHING
112"APA RATED SHEATHING
GRADE PLYWOOD
(ALTERNATIVIVE:7/16"O.S.B.) ® ® ®® 4
® ® — 0O O
1/2"APA RATED SHEATHING TO
GRADE PLYWOOD ® O A ROVED
SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM
(ALTERNATIVIVE:7/16"O.S.B.)
TRAP HOUSE QN.
@ O
FASTENER TYPE: SPACING: (/�_
2X4TUDS FLUM5IN/' /' CHEMATIC
No.8 WOOD-SCREW O O STUDS (v�l' `�/1
BASED ANCHOR WITH 10"OC �t
WINDOW SILL 21n.EMBEDMENT LENGTH 9 L cc o g 9 SCALE: NOT TO SCALE
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS
BASED ANCHOR WITH 12"OC
PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH
THAN 4 FEET 1/41n.dia.LAGSCREW
BASED ANCHOR WITH 16"OC Q
tin.EMBEDMENT LENGTH
TYPICAL DOOR OPENING
MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
PANEL SPAN GREATER THAN 4 FEET 2X4
FSTUDS
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL
No.8 W D RAW N BY• M H
THAN 6 FEET OR GALV BOLTS W/WASHERS 2 ns EMBEDMENT
T WITH
TENGTH 8 OC
ANDD NUTS @ 2'-0"O.C.
TYPICAL MULTIPLE OPENINGS No.E0 WOOD-SCREWS
BASED ANCHOR WITH 9"OC
PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH 1 of NEW r 7/16/2023
AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW `F 5, DEF O
BASED ANCHOR WITH Ev
OC C j Rf �jr
THAN 8 FEET tin.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL J� �.q . ���� W SCALE: SEE PLAN
n }tr. 1 ,I W
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" �aAtio yo SHEET N O.
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO ROFESSI NP
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
RAFTER WALL STUD
300
ENDWALL CRIPPLE STUD
BOTTOM PLATE
RIDGE LEDGER BATHTUB
HEADER DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. F,DS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP
2ND. ADSS ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH ( ) JOISTS. UNDER WALL.
HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
/ 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC
WALL STUD V
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP low
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O
CHIMNEY AS REQUIRED
RIM BOARD
RAFTER
SILL PLATE(S) ' WALL SHEATHING RAFTERS ` MAINTAIN
VENTILATION WOOD JOIST
j ,
SIDEWALL FLASHING
FOUNDATION TOP PLATE BLOCKING
' - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A
AND ALL WINDOW DOOR OPENING JACK STUDS FASCIA
/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER cz
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- NTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tONTIN-.�SOOFFIT / EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS
/
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL O
ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL '
' ROOFING LAPS BASE
FLASHING 4 INCHES \
/ \ w
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME z a� Z
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING �I
/ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING �I
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
I�. z
WOOD JOIST � /1 � F�
`/
TOP PLATE
Z z
WALL
GIRDER/HEADER FLOOR
WALL FLASHING WOOD JOIST
1ST. FLOO w
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC '
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O II-WII
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS M O
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LS-A36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED r ,
KEEP SHEATHING MIN. 1-1/2° ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE O O
TERMITE SHIELD
SILL GASKET �— SUB FLOOR
� � WOOD JOISTS
r
NEOPRENE
TYP. CONC. FOUNDATION ^ \ CONC. SLAB GASKET
. 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR 6 MIL. POLY . BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR \� GRANULAR FILL \ ' .`
1/2 " DIA. BOLTS ® 48" o.c. STAG.
V STEEL COLUMN t 1
W
p nr CONC. SLAB ' p - c'e ROOF JACK STEEL BEAM [ ^
4 n p \•� ANCHOR BOLT EMBEDMENT: . ob
° 4" x 1/4" x 8" STEEL
COMPACT FILL POURED CONCRETE: 7" `� I
p V i l i ° 'p r BLOCK WALL: 15" ROOFING LAPS �. TOP AND BOTTOM PLATE O
KEYWAY FOOTING p V n e FLASHING AT �` ' WITH 1/2" x 6" ANCHOR BOLT
r 4 CONC. FTG. p Q`p G p' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT
° ^ ; 4 ANCHOR BOLT CONNECTION /
° E. I �n (USP LB PS58 OR B P583) ��`
•� '' I I 3" STEEL COLUMN
p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM
0
CRAWL SPACE OR FOUNDATION
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL COINC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
I I r SUBFLOOR
CONC. SLAB I I DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL ' DOOR I 0
USE 2X8 STEEL B EAM
FOR BLOCKOUT
4" SLAB
P.T. PLATE W/ 6X6 WMM M I I SLOPE .
° o. 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT DRAWN BY. MH
' 1/2" AIRS ACE `� < < 7 1 2" •o , < e • (WITH A NAILING PLATE IF NEEDED)
AT END AND !` " p ° c , :a , ° o TO BE APROX. 1/2" OR HIGHER THAN
G�Z Q ES OF WOOD p�0 D p. D ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE ° A =-_c------«----- ° e ° �• BEAMS _ a o '° STRAPPING TO KEEP(
P P JOISTS ALIGNED) 7/16/2023
6X6 W.W.M. •e - - e - - �Q _ �,� 4 -iil d
12" p �,� =p D <� a a • ° . _ o p p' e D o I I-I I—III-1 I L—III-
MIN. ,o n n tA`, A', /A'r 4 ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM _ o ' -�� SUB LO0
NOTCH EQUALS 1/4 DEPTH OF BEAM �111t1 n D o�p p II�III �— OIST F NE Y SCALE. SEE PLAN
• A REINFORCING BAR a O !v
. D REINFORCING BAR c ° , p P DE O
DRAIN TILE: I�-�w `4 ;° SHEET METAL / 30# FELT UNDER BEAM AT POINT �IL ° aL�'n �° ° 41° ° 11I�� ERA
STEE
12 0. OF CONTACT WITH CONCRETE OR CONC. BLOCK
_fll-fTi-1T1- -I-If_11 TIm
a•� 3" PLAT OLT �v1) LL
SHEET N O.
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A d^ SHIMS TO LEVEL BEAM �, `• �, ' 2
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET '4'0FESSi NPR'
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GE' NERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES
When a collar tie is used in leu of a ridge strap, q SEE PLANS
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'�WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT ( )
TOP PLATE 10 WALL: 4-8d COMMONRAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY:
intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA ( )UNIFORM CODE 2020 1RC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL
FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD PSF
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL (PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING)
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM -SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180
INTERIOR (LIGHT FRAME)WOOD WALLS 10
COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in - EXTERIOR BALCONIES AND DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM SBC END NAIL MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360
FIRE ESCAPES 40 CEILINGS GYPSUM
should be adhered) to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS (6"THICK) 85 ( ) U240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END
4 . WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS (FLEXIBLE FINISHES) H/120
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30
LINTELS (SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 Vol
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C v
spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( )
specific use expressed or implied in the use of these plans. p g P P g� 2 - 16d COMMO
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE O
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE �..�
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and Sym.:
p g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS
CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION
PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
8). Wind load requirements shall be taken into account during construction. ENERGY CALCULATIONS
6). TYPE II EXTERIOR SHEARWALL CONNECTIONS:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 w
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT rT,
7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. !+I
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES J
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE -
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE O
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 P SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
BLOCKING EACH TOE
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 w O
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: Z a
BLOCKING TO: EACH TOE �� SEE NOTES: 1 ( BOTH FIELDS)
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMO INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. �T�
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD FBI r
61 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 a
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL � w
8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES �, P4 Z Z
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE Z
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framingmaterial to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z
BAND JOIST 3 - 16d COMMON PER END
the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, w
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O 1"I
2 Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO
8). Drainage as required by current N.Y.S. Residential Construction Code. ) ) P SILL OR TOP PLATE FOOT SEE NOTE: 1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
1). All framingtechniques and methods as prescriptive design of current SBC High Wind JOINT DESCRIPTION NAIL NAIL �' U
3s Posts supporting girders shall be anchored w a 12 sh x12 thick concrete footing. QTY. SPACING 3 Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For w 'ems O
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. )' P g g g
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFClvl - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: �--�
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD O
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS)
where needed. �� 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD �j
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM i O.C. EDGE
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade.
WALLBOARD 5d COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING:
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NOTES UJ
openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. V,
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC
PI connecting PLUMBING NOTES be used.
anchors where applicable to all connectin joists. 7/16" OSB 3" O.C. EDGE
6d COMMON
0
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
on plans.
WALLBOARD 5d COOLERS 10" O.0 . FIELD o
3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g, g
FLOOR SHEATHING
other access openings unless otherwise noted (typical).
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 04
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING
"tt code manufacture's recommendation for maximum hole size and sacin SILL-AFF 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. sae coe and permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD MIN.44(5.7 SQ.FT.2ND.FLOOR)
9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists NYS Residential Code R302.11-FIREBLOCKING REQUIRED
under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements.
and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier.
levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 il). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on will sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs.
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If Nall sheathing �q
Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWN BY: M H
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor P g
ELECTRICAL NOTES. shear capacities, nailing requirements for structural' REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled or alternate :onnectors 3).In concealed spaces between stair stringers at the top a d ttom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential`�Code. 7/16/2OZB
1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE I
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and to F N We�r assage of
13). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. �P ). DEf
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected P �
R�-o SCALE. SEE PLAN
members,the tabulated number of nails stiall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as requir clrtr 4 si t7�1 de.
to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING sueFLooR,IS COMPLETE. ' I' il
3). All electrical work to comply with 2014 NEC.
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or
approved equal. Flat roofs shall be 2pplied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 2�� ti ti SHEET N O.
torch down type material over. and R315 of IRC. G'ARO. So �
FESSI N
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP I
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP