HomeMy WebLinkAbout50085-Z •�'�°F sours°�o Town of Southold
* * P.O. Box 1179
�0 53095 Main Rd
UU Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46199 Date: 05/28/2025
THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE
Location of Property: 6825 Nassau Point Rd Cutchogue,NY 11935
Sec/Block/Lot: 111.-15-8.2
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/13/2023
Pursuant to which Building Permit No. 50085 and dated: 12/04/2023
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:
Accessory garage as applied for.
The certificate is issued to: Stephanie Teicher
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 50085 07/01/2024
PLUMBERS CERTIFICATION:
Auth rized Signature
SufFnt�c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
cok _ TOWN CLERK'S OFFICE
Wo • 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#: 60085 Date: 1 2/412 0 2 3
Permission is hereby granted to:
Teicher, Stephanie
50 Walker St Apt 6A
New York, NY 10013
To: construct accessory garage as applied for per Trustees approval.
At premises located at: ,
6825 Nassau Point Rd, Cutchogue
SCTM #473889
Sec/Block/Lot# 111.-15-8.2
Pursuant to application dated 11/13/2023 and approved by the Building Inspector.
To expire on 61412025.
Fees:
ACCESSORY $341.00
CO-ACCESSORY BUILDING $100.00
Total: $441.00
Building Inspector
OF SOUI��I
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 1 1 971-0959 Jamesh southoldtownny.gov
�DUNTN,O
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Stephine Teicher
Address: 6825 Nassau Point Road city:Cutchogue st: New York zip: 11935
Building Permit#: 50085 section: 111 Block: 15 Lot: 8.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: G&S Electric Electrician: Bob Guarriello License No: 578 ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 , Smoke Detectors
Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures CO2 Detectors
Sub Panel 100a A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4 4'LED 4 Exit Fixtures Sump Pump
Other Equipment: 1 50amp ev charger
Notes:
DETACHED GARAGE
Inspector Signature: Date: July 1, 2024
6825 Nasssau Pt RD
OF 50Ulyo�
* # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
e"o�g� INSPECTION
[4 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:
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INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ qIFRAMING /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 ��—
DATE INSPECTOR
* # TOWN OF SOUTHOLD BUILDING DEPT.
°ycoum,N 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: - c
DATE '577 /1 e2W ANSPECTOR
ho�a0f SOUIyo�
* # TOWN OF SOUTHOLD BUILDING DEPT.
coum, 631-765-1802
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/ 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: .01
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DATE I INSPECTOR
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-INSPECTION ,
] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING/STRAPPING' [ ] .FINAL
[ ]: FIREPLACEA'CHIMNEY [ ] FIRE SAFETY INSPECTION
RESISTANT CONSTRUCTION [ ] `FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) 4 ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ; ] PRE C/O [ ] RENTAL
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DATE INSPECTOR
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INSPECTION
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[ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING
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[ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] .PRE C/O [ ] RENTAL
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TOWN'OF SOUTHOLD=BUILDING DEPARTMENT
y z Town Hall Annex 543.75 Main Road E. O. Box 1179 Southold,NY'11971-0959
oy�a as Telephone(631) 765-1802 Fax (631) 765-9502 http w s //ww.soutlioldtownngov
Date Received
APPLICATION FOR BUILDING PERMIT
For,Office Use Only, �. E
_r__D :PERMIT NO. Building Inspector:
NOV: ..1 3. .2023.' ..
Applications and forms must be filled out in their entirety.,lncomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed. 13011 ling Npar'tment
Todvti of 36u1hoid
Date: ..1 a!
OWNERS)OF PROPERTY: ;
N.ame: . SCTM#10.00- _
tip. wC-
Project Address: .
�0 ASS►av ,: o Cvrc o" _ �t:_ll g _
Phone#: Email:
- r —_--fi+�l>✓-.-C1�tC1-lam:_� -—_IL-G_o_
Mailing Address: '(,p�ceS 19�D
'CONTACT.-.PERSON:.-
Name: _1A .1 .It
Mailing Addr ss: O) 22 14 4 U� � V �N• `% ���1 �:l T : : :.
Email:.Phone#:. .
DESIGN PROFESSIONAL INFORMATION: .
Name:
Mailing Addr ss:
�?:d... T�i vx:;22�����:�1.�u_E:�D -= -:►J�:_.�(:1�3 l�. -
Phone
CONTRACTOR INFORMATION:
Name:
Mailing Address:
qp_r�-_ �1��•�!��•f�E�.:_:_�t�`r_t_T!��_
Phone#c. '^�3 (, .-2 Email: 8". .C.'Ste_ _GQ1 i_T_ an!_.:t0
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost'of Project:
❑Other.
Will the lot be re-graded? Yes NO Will excess fill be removed from premises? ❑Yes o
: . : PROPERTY.INFORhIIATION,
Existing use of property- ,� M/�,� S Intended.use of property*WOO
" 4,4�
Zone or use district-in which premises is situat d: Are there any.covena.nts a ' restrictions with re pect'to
this property? 0Yes l_ 6 IF YES,PROVIDE A COPY:
. . . .
Check Box fter,Reading: The ownar%contractor/design;professional is responsible fdr all.drainage and storm water issues as provided.by
chapter ZX of the Town Code..APPLICATION IS HEREBY.MADE to the Building Department for the Issuance of a euildirig Permit pursuant to the Building Zone
Ordinance.of the Town of Southold;Suffolk;County,New York'and:other appllcable'Laws,Ordinances or Regulations;for the'constructiori of buildings," ,
additions,alterations or for remoiiai or'demolition as,herein.described.The'applicant agrees to,comply with ali 'pp!i a6ie laws,ordinance's,building code,.
housing code and regulations"and to admit authoriied inspectors on premises and•ri buiiding(s)for necessary inspections.Falie'staterhentsmiade"herein•are" "
-punishable as a class A misdemeanor pursuant to.Section 210.45 of the New Yoik•State Penal law: : .. .
i "ed rint name : (Cl L �tA>M ° L Authorized A ent Owner
Apphcatlon Submltt BY(P. ). p.'Iw. i A /4 g ❑
Signature of Applicant: Date: I? h, -� .. � Z..
`' ' 3
STATE OF NEW YO.RK)
SS: . .
.COUNTY OF _
. . worn .. e is the''a pplica.ntbeing duls i de oses and saysthat. h
(Name,of individual signing contract)above named, ;
(S)he.is the p C,
(Contractor,Agent,.Corporate Off)ci r;,etc:)
of said owner or owners,and is duly authorized to perform orhave performed the said work and.to make a.nd,file this
application;that.all st_atements:contained in this application a[t'-true"to the best of-his/her. knowledge and belief;;and.
that-the work will be performed in the manner set forth irl;the application f°ile•the'rewith:
Sworn,before me this
day of. 20
�9
ROSERT M.FISCHME. .. N bll
Notary Public,State of N:ew,York
No.02F16438604
Qualified in Suffolk County
Commission expires August ts,2026 `p.ROPERTY•OWNER AUTHORIZATION:
(Wh:ere the applicant is hot the,owner)'.
r r
residing at OI P A,V
G yret4 do hereby authorize . ICN ti` �. ... to:apply on
my behalf to the Town of S thold. uildirig.Department:for approval as described herein:
r� 23
O neraSignatur6 Date
"
Print Owner's Name
2
M - =-ems .•ar*� - - '
BOARD OF.�SOUTHOLD.TOWN TRUSTEES. .
-SO UTHOLD.'NEW YORK' ::. . :.
1 PERIVIIT•NOA0462 '. : . :' DATE: SEPTEMBER 13.2023
.. .
ll H:ANIE L..TEICHER•I ISSUED•TO: '.-S.TEP
:PROPERTY ADDRESS:'.6825.NASSAU.POINT ROAD..•eUT-CHO6UE :.
SCTM# 100.0.1.11 154.2. :. .• .
AUTHORIZATION• :
Pursuant.to the:provisions:of.Chapter 275.of,the Town Code of..the:Town:of.Southold:and in' '
`accordan'e vitli the"Resolution-of the Board of.Trustees aSopted.�at•ihe.m' eetW held on SeRtember 13.'2023 ;
and'in•consideration':of applicaiion•fee in:the.sum of. 1250.00.paid by.:Stephanie U-Teichec and•subject to-the '•
-Tenms.'an'd-Conditions as stated in the Resolution :the-Southold Towfi Board•of.Trustee's'authorizes•and;pennits
-the following:
..
Wetland Perinit.to.consiruct:an,18'x24'one:car garage with 4'x18''9tArs'down on side;of
.garage;;And as-depicted on,the siteplan prepared by-Richard.M.M. ato;:A.I:A'.,last ilated•July:.
T2;2023,_and stamped approved on:.Septembei 13,2023:.
IN WITNESS WHEREOF,.'the said•Board-ofTrustee's hereby causes,its•Corporate'Seal.io be.affixed,'and.
:these.presenis'to be subscribed'by a majority offfie said Board as,.of the:day and yeat first,above written:
OgUfFO(�co : Q% .
o' • _
Glenn Goldsmith,PresidentQF SOUry.. :'•: Town Hall Annex
• '� � 'A.Nicholas Krupski,Vice President 54375 Route 25- ® ` Q. P.O.Box 1179
c peno� i Southold,New York 11971
VLizll ` T ,. �• ' Telephone(631) 765-1892
Elizabeth ep es • yQ" Fax(631) 765-6641
MAY 2 8 2025
Duibder��J DePa t o d{ BOARD OF TOWN TRUSTEES
down 0, TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#223.3._C- Date: May 6, 2025
THIS CERTIFIES that the construction of an' 18'x24'•:orie.cargarage:with 74'x'l 8'stairs-,dowm.on'
side of:�ara�e, .
At 6825 Nassau Point.Road.Cutchogue
Suffolk County Tax Map.#1.000-111-15-8.2
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated July 18,2023 pursuant to which Trustees Wetland Permit#10462
Dated Septddiber 13;2023,was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is for the construction of an'1.8'x24'one_car ggoge
with 4'4-8'-stairs.down on,.side:of' ark =:.
The certificate is issued to STEPHANIE`L:TEICHER owners of the aforesaid property.
Authorized Signature
S+�>FIZZ/( ; BUILDING DEPARTMENT- Electrical Inspector
O QG TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
AM
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr southoldtownny.gov — seanda-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: S CIF r
Electrician's Name:
License No.: 579 .f�— Elec. email: S l b
Elec. Phone No:n&,?4I9 S-Z I request an email copy of Certificate of Compliance
Elec. Address.: ?ocM -
JOB SITE -INFORMATION (All Information Required)
Name: 7 -t G oErfL
Address: 4S,1 !�S.40 PT 2S�
Cross Street: V ,\� rZX:_->
Phone No.:
BIdg.Permit#: 2500 S' email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
C' 0,A(Z9(
Square Footage:
Circle All That Apply: hh�p
Is job ready for inspection?: YES ❑ NO [MRojgli Tnl l Final
Do you need a Temp Certificate?: ❑ YES NO Issued On
Tern,p Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New ServiceE Fire Reconnect[]Flood ReconnectOService ReconnectF�Underground QOverh ad
# Underground_Laterals D 1 2 0 H Frame F1 Pole Work done on Service? Y N
Additional'Information:
PAYMENT DU:E WITH APPLICATION 3, 3 • 2� d.`c (db'=
fe.c (o
i
i
apt : . BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
o Town Hall Annex- 54375 Main Road - PO Box 1179 i
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
al �` rogerrCD-southoldtownny gov — sea ndCcDsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date: 0.3 J/d b1/
Company Name: S _
Electrician's Name: 0> L9��, _ Lo
License No.: s'7N EIec. email:
Elec. Phone No:,96 S-q V S-Z I ( ®I request an email copy of Certificate of Compliance
Elec. Address.: fo
JOB SITE INFORMATION (All Information Required) ,
Name: I -r C- spa- -re,' e.k e-r '6+e, kw I e
Address: 48�� c4,C-, ,4U PT P2-P uA Ck 61 L&e
Cross Street:
Phone No.:
BIdg.Permit#: f5 o0 8 S- email:
Tax Map District: 1000 Section: t Block: Lot: ,
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly).
i
Square Footage:
Circle All That Apply: BB hhSS.p
Is job ready for inspection?: DYES ❑ NO MRodggi 0 .4 d E] FinM
Do you need a Temp Certificate?: YES M NO Issued On i
All information required)
Temp Information: ( q )
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service Fire Reconnect EFlood Reconnect[-]Service Reconnect DUnderground Overhead
# Underground Laterals M 1 2 F71 H Frame M Pole Work done on Service? MY N
Additional Information:
i
PAYMENT DUE WITH APPLICATION 3 . 13. °�'--
re-c�tf/0 b I?G Co
PERMIT 9 Address
tiw,tches
GFI's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven W/D
�rr;okes DW IM!ni
-arbor Micro Generator
_ bo Cooktop Tr371s`er
�C AH Hood Service
Amps Have Usec
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • OQ
Southold,NY 11971-0959
�y�4UNTY,��
BUILDING DEPARTMENT
April 15th, 2025 TOWN OF SOUTHOLD
Stephanie Teicher
6825 Nassau Point Rd.
Cutchogue, NY 11935
Note: Trustees Certificate of Compliance needed.
TO WHOM IT CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Chapter 236, Soil stabilization required.
Electrical Certificate.
Certificate of Occupancy fee of$100.00
Final Inspection by the Building Inspector (631-765-1802)
_ Plumbers Solder Certificate or Pex Affidavit
v Trustees Certificate of Compliance. (Town Trustees # 631-765-1892)
Final Planning Board Approval. (Planning # 631-765-1938)
Final Fire Inspection from Fire Marshall. (# 631-765-1802)
Final Survey with Suffolk County Health Dept. Approval.
Energy Test Results and Manuals J & S are required.
Final elevation certificate from surveyor.
Spray Foam Insulation Certification from a NYS licensed architect or
Engineer
Placard required
BUILDING PERMIT: 50086-Z Accessory garage
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S.C.T.M. NO. DISTRICT: 1000 SECTION: III BLOCK: 15 LOT(S):8.2
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THE WATER SUPPLY HE" DRYNELLS AND CESSPOOL
LOCATIONS SHOW ARE FROM RELD 08,58MA71ONS
AND OR DATA OBTAINED FROM OTHERS
AREA-30,276.81 SQ.Fr. or 0.70 ACRES ELEVATM DAMM
UhlAUTHORIM ALIER479W OR AMMON TO 719S SURVEY IS A WOLA17ON OF SEC710V 2209 OF ME AM STATE EDUCATION LA YORK A W. COPES I OF THIS SURVEY
NAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY GUARANTEES INDICATED HEREON SHALL RUM
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ONLY 70 7NE PERSON FOR KNOM THE SURREY IS PREPARED AND ON HIS BEHALF 70 ME 17XE COUPANY GOVERNMENTAL AGENCY AND LENDING INSMURON C LISTED HEREON AAID W THE AWMESS OF WE LENDING INSMUIZON, GUARANTEES ARE NOT TRANSFERABLE
ME OFFSETS OR DIMENSIONS SHOW HEREON FROM THE PROPERTY LINES 70 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ViERDURE 7HEY ARE NOT INIENVED 70 MONUMENT 7HE PROPERTY LINES OR 70 GUIDE ME EWC37ON OF FIN= ADD1170AFAL STRUCTURES OR AND OTHER IMPROMIENM EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSCALLY EVIDENT ON ME PREWISES AT ME 7411E OF SURVEY
8 2024 SURVEY OF 50 OF IVejV CERTIFIED To. STEPHANIE TEICHER;
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NAP ORAMENDED MAP OF NASSAU POINT 0
OV0,1611%q Deparment FILED AUG. 16. 1922 No. 156 0
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SITUATED AT-CUrCHOGUE
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TOWN OF.-SOUTHOLD o %
KENNEM M WOYCEM LAND SURVEYING, PLLC
SUFFOLK COUNTY. NEW PORK 50882 Ptofeadomal Lend Surveying and ]Design
N P.O. Box 153 AqtLebogne, Now York 11931
FILE#223-113 SCALE J �--30' DATE:FEB. 2, 2024d At Y& LJSa NO. 050882 PHONE(631)298-1588 VAX(031) =-1W8
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ELEVATIONS RECORDED IN NAVD66 DATUM
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SITE PLAN
DISTRICT 1000
FOR TH E
SECTION III
BLOCK 15 TEICHER RESIDENCE
LOT S•2
SITUATE
LOT NUMBERS SHOWN ARE FROM FILED MAP
AREA. 50,266 S.F. (TO TIE LINE) ENTITLED "AMENDED MAP OF NASSAU POINT" CUTCHOGUE
(0.6g45 AC) FILED AUGUST 16, Ig22 AS MAP NO. 156
7�
. TOWN OF SOUTHOLD — SUFFOLK COUNTY, N.Y.
SITE INFORMATION TAKEN FROM
RICHARD M. MATO A A — SCALE: I" INCH — 30' FEET
9 A. I. ;`' SURVEY PREPARED BY PECONIC SURVEY6R5, P.C. PREPARED 4/14/23
A R C H I IT C T LAST DATED NOVEMBER 14, 2013
AND FIELD WORK BY KENNETH NOYCHUCK� SURVEYING PLLC. 7/12/25
P.O.BOX 2284 AQUEBOGUE N.Y. 11931 LAST DATED JULY 5, 2025
(631)523-5879 rmatoarchitect@gmail.com
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GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR * EXTERIOR STAIR NOTESr
i, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I, ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF ga" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION, DOUGLA5-FIR b2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301,3, R3OI.A, R301.5 THE 2020 RESIDENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF %" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL 5TRE55 GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS 15 G'-8" AS PER R314,3, BUILDING DEPARTMENT NOTES :
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY,
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0' MAXIMUM RISE - 7%"
2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10"
FOREST AND PAPER A550CIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I,S.C. MINIMUM NOSING PROJECTION
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - 1%" CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER.
MAXIMUM NOSING RADIUS - Cl/16"
3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES-
A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING I.ESIGNL-'D IN ACCORDANCE TO THE AMERICAN FOREST E...r
4, ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1, PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT KITH GENERAL HANDRAIL AND GUARD NOTES: AND PAPER ASSOCIATION (AF 8L PA) WOOD FRAME CONSTRUCTION O
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD THE SOIL OR CONCRETE.
REQUIREMENTS HAVING JURISDICTION, ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR' ONE AND TWO - FAMILY DWELLINGS
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. VERTICAL SURFACES. I, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND T 1
WHERE POSSIBLE.
WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL GODS OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR, ALL
S. ALL ELECTRICAL _
5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R512 AND R301,5 M V
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL DESIGN CRITERIA:
HAVING JURISDICTION, ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE,
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK,
NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS LIVE LOAD 10 PSF:
SPECIFICATIONS. 2. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING
6. PROVIDE SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: 0
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" r7
BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-O" O.G. WHICH EVER IS LE55.
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 25 PSF:
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS, THEIR TRIM, OTHERWISE.
7, PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND WIND LOAL, 130 MPH Z (--
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.C. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR W
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES: ^ ~ �D
WORK, T T 7�7 Lam{
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8, PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL SQLTAR�: FOOTAGES: o 0
GENERAL WALL BOARD NOTES: I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS: COCONCENTRATED LOADS AS REQUIRED.
RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, W
a. ONE IN EACH SLEEPING ROOM,HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I, PROVIDE '%" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE a '
q, PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS. NEW SITTITNGY ROOM AREA 195 S.F.
CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT
c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING 'T
q, ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL
THE DRAWINGS AND SPECIFICATIONS AND INSTA-LED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. OC
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE COATS OF SPACKLE. CA C�
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. �C Ix
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE 6/B" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL
0
AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS
10, ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL
LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. ZONING CLASSIFICATION: o W)
OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLU5H FRAMING CONNECTIONS AS REQUIRED FOR THEIR 51ZE AND USE UNLE55 3, PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES 5HALL BE INTERCONNECTED IN SUCH A MANNER THAT
PRODUCING EQUIPMENT, THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE ZONE - R-40
II, THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION MEANS, w
II, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) OF A. PROVIDE ONE LAYER OF APPROVED 5/5" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES.
PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 5. PROVIDE ONE LAYER OF 5/5" APPROVED FIRE RATED GYPSUM WALL BOARD 3. ALL SMOKE ALARMS 5HALL BE LISTED AND INSTALLED IN ACCORDANCE
WITH THE PROV15ION5 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE
OVER ALL NEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72,
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH
CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL, OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING;
13. ALL DECK JOISTS SHALL BE AGO AT I6" O.C. AS PER PLAN.
GENERAL EXCAVATION +> BACK FILLING NOTES= 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC LIST OF DRAWINGS
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED.
PROVIDE ASPHALT ROOF SHINGLES WITH *130 FELT OVER 60 MIN. GRADE 'D' BUILDING g 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM rTl
ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A /4 HOUR FIRE RATED W
I, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL
PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.C. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES
1 EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WIT" 5/5" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION, SHEET A 1 GENERAL NOTES
UNDISTURBED VIRGIN 501L WITH STABLE MOISTURE CONTENT AND NON-SHIFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE,
SHEATHING AND THE INSULATION,
AND NON-SHRINKING 501L CHARACTERISTICS. THE ARCHITECT "AS PREPARED
THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION t HEATING NOTES: SHEET A2 NEW GARAGE
CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF o, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN, GRADE 'D' BUILDING PAPER (DENERGY NOTES:
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR 5"EAT"ING SYSTEM OVER ROOF RAFTERS AS PER PLAN,ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A
I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING SHEET A3
CODE PAGE W
TYPICAL EXTERIOR WALL CONSTRUCTION rT,
16. AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF W
NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN
WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 6/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF
AND ONE HALF TONS PER SQUARE FOOT, THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O,G. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE.
PLAN, 5/B" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS.
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
b. EXTERIOR WALLS- NOTCHING AND BORING:SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS
2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS 5HALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE
I, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN t (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS
FROM THE ARCHITECT, THE MIDDLE .Ii3 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED, OF THE RES CHECK REPORT OF THESE DRAWINGS,
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH, y(~
2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE
II, BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND GENERAL GLAZING NOTES. SOLE RESPOSIBILITY OF THE USER OF W15 DOCUMENTS AND HIS CONTRACTORS
REQUIRED "EIGHT,
THE EDGE OF THE "OLE SHALL NOT BE CLOSER THAN 5/8? TO THE
UNLESS SPECIFICALLY NOTED OTHERWISE, THE USER OF THESE DOCUMENTS
3. NO BACKFILL S"ALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE
I, ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL
STUD DEPTH WHEN STUDS ARE DOUBLED.
WALLS WITHOUT T"E FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAG PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CRO55 SECTION HAVING JURISDICTION, ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST 2 A ESI E TIA AND OF ASTM E YORK
AND RUNLE1,2 OF ram,
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. W
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C, PROVIDE 2x4 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED
OTHERWISE, BY EXCEPTION TO R301,2,1.2. A. THE ARCHITECTS CERTIFIES TWAT TO THE BEST OF HIS KNOWLEDGE, BELIEF
APP 0 ED AS NOTED Q w
A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A " AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESC"ECK" DOCUMENTS MEET
d. PROVIDE 2x4 STUDS AT 16 O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. �+ Z
MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WIT" THE 2015 DATE' 3ap�0 Ot� W V
C. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R306 OF NEW YORK STATE ENERGY CODE. O
5. REMOVE ALL 5"RUB5, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO: GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM THE 2020 RESIDENTIAL GODS OF NEW PORK STATE FEE gy
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. I ELECTRICAL
NOTIFY nUILDING DEPARTMENTAT U
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE {, FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. �-
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. 631-765-1802 BAH TO 4PM FOR THE INSQECTI0,N REkQU!A2EIJ
g. FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING J015T OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE 4 RESCUE NOTES: lWINSPECTIONS: ^ F„�
GENERAL SWIMMING POOL, NOT TUB � SPA BARRIER NOTES: FCILLOUI. G
BOTH SIDES OF T"E HEADER, r 1r, O r 1
I EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL � 1' �."I+;n"T'CN-TWO REQUIRED
h, LINTELS SHALL NOT BE LE55 THAN: H ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER �.OURrD CONCRETE
L GENERA CONCRETE NOTES: BE PROVIDED WIT AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE I I I�-
I, THREE 2XIO'S FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED FRAMING 8 PLUM3ING
1. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE
REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
II, THREE 2x12'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS WINDOW .�, II,, ,.I�,-'TiON
THE CODE REQUIRES. 4. FINAL-CONSTRUCTION MUST A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH I. BOTTOM OF INOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2 TRUSS PLACARDiNG REQUIRED
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE BE COMPLETE FOR C.O.
PRESSURE IS ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO. ALL CONSTRUCTION SHALL MEET THE
REQU
EW
2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS 5"ALL a. THE SILL HEIGHT SHALL NOT BE HIGHER THAN AA" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE YORK EMENTSOFTHECONSIBLEDES OR
�' YORK STATE. NOT RESPONSIBLE FOR
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES, NOT EXCEED THE FOLLOWING SPANS:
b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET
DESIGN OR CONSTRUCTON ERRORS ✓
3, THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS 1. (I)-2x6 (FLAT) FOR UP TO 7'-0" c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24", DO \CJ\
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH 5HALL NOT BE LE55 THAN 20" NOT PROCEED WITH �/� G�PR� M.
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3, FRAMING UNTIL SURVEY,
PLANS WITH 325 REBAR IN THE LOWER I/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR OF F(7UNDATION LOCATION
WALL CROSS SECTION. 1. FOR LEDGER BOARDS USE ONE 51ZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING 5HALL BE 6,0 SQUARE FEET. COMPLY WITH ALL CODES Oi'�± HAS BEEN APPROVED: ''e
TO WALL WITH %'m DIAMETER CARRIAGE BOLTS AT 12" O.C. STAGGERED. TECO ALL A. NEW YORK STATE&TOWN CODES C -��'�w '•��
A. (2)-2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. J015T TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL AS REQUIRED AND CONDITIONS OF
HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE cS� 04186� Q�
5, 6/D°m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m, PROVIDE GIRDER PER PLAN ON 3%"O DIAMETER STEEL COLUMN ON POURED IV V9Mf
OF 33" O.C., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER, PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE �rFOF NEW�O
CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. Y�rU/�E�r`UlQ
i %
I ---
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO �y�y��y� r�
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. -`-S"�TO TRUS7 -
7, DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON SEE All exterior lighting
WATERPROOFING BY RUB-R-WALL OR EQUAL, " !I U� C installed, replaced or
B. FINIS" SLAB 50ALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON I repaired shall conform
UNDISTURBED 501L OR q" THICK COMPACTED SAND TO 015% RELATIVE DENSITY, to Chaptcr 1/2
of ti-ie Town Code
q, ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST. +"�r1C `P A NCY OFs
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND ` [[ 1� �v/ /j 1h
GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION I
STRENGTH OF 3,500 PSI AT 28-DAY TEST, NO ADDITIVES SHALL BE PERMITTED TO ��� I� UNLAWFUL
�u�
THE MIX EXCEPT WARM WATER. ALL CONCRETE 5HALL BE AIR ENTRAINED, TOTAL I IT R i rQr
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE TI��V i �EI 1T1��V/l t �- NO. D�tC Title
�J� OCCUPANCY
1✓ 1 REVISIONS:
CONCRETE VOLUME.
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. � L I�' E� V Drawn By:
��
^a 4 i� � I�
11, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI
515 AND A5TM C1157 REQUIREMENTS. �� 4{
1 ,' Date:IL T��q
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL
CONFORMING TO THE LATEST ASTM A-615 GRADE 60.
"ATER RUNOFF ,�,..: ..,, ,� �.,..,�,.�,.,,�,�� Drawing No.:
13. CONSTRUCTION
OAILTS IN THE CONCRETE SHALL O B AND DETAILS PROVIDED BY THE
WITHOUT APPROVAL CONTRACTORS NEW YORK
.., ;�� :PI1 TO CIiAF�TER 236
U,. I�iE TQ"J`M CODE.
STATE LICENSED ENGINEER,
II4, ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) A -[
HORIZONTAL. �]
w o OF 3 SHEETS
--77777 1"
I I
a - - - - - - - - - - T
Q . N I I z 0-
1 G
U' N N l7 1'-O"
I- U
0 0 0
_ W
W IL IL F TYPICAL SIDING ( ) ( ) p
WOOD SIDING M �]
!Y V U I TO I"IATCI--I EXIST. ~
" I Y2 CAR GARAGE I w
m I 01 GRADE ELREVD,E36.2' Q O Q
cv _
0 d1 0 I 2" x 12" R I D G E I n ELEV. 35.1' W O
I U N EXCAVATED I I I - - - I
ON
- � In
V (V 10 P.G. SLAB W/ 6X6, I I I — — — — — d
COMPACTED FILL 1
U
lye" 521 N G1
_ I I FRONT ELEVATION C" S RET. WALL
U N
p I L I O U O co SCALE: %4"a l'-O" ►—�
u ; I
N �
A3
+)
TYPICAL ROOF CONST.
ROP T.O.F. FOR O.W. I I to - I I o I Oj 2"xlO" R.R.
L — — — DOORS (TYP) U1
( )-Is/4 xll7/g' L.V.L. HD @ ASI-IALT ROOF SHINGLES
R.
m 16" O.C, (TO MATCI-I MAIN I-ISE.)
30tt SLDG. FELT UNDERLAYMENT
— — — — — —/ / / I MATCH 12 SELF-ADHERINGM D
"MOISTURE GUAR PLUS" • •
— — — — — — — — — -J 12�x8� O.H. DOOR HOUSE /�� 5/4" AC EXT. PLYWD. 5NEAT4-IING
co
2"x10" R.R. p 16" O.G.
ROOF O.I I.� L.V.L3/A1• 1)R. S-2
2'-10" 4'-8" I
A
IeI
12'—O" 3'—O" TYPICAL EXT. WALL GONST.
T,O,P, CEDAR VERTICAL SIDING
IS'-O" 1 4'-8" I _ — 2"x8" G.J. V 16" O.G. 2"x8" C.J. C-) 16" O.G. T• p• (TO MATCH MAIN 1-I5E.) Q
30tt SLDG. FELT UNDERLAYMENT
A s .. 5-g `I EXT. PLYWD. SHEATHING �T rTl
(3)-I /4"xll /g L.V.L. HDR. 2"xG" STUDS @ 16" O.C. r1 W
-�--�- A3 m W
6 0.1I. DOOR T.O.F,
GRA E v I�
FOUNDATION PLAN FLOOR PLAN -�
I Y� GAR GARAGE =I I=
SCALE: 4"=I'—O" SCALE: %4"=I'—O" ` LL — I1 1 TYPICAL FDN. CONST.
4" P.C. SLAB W/ 6X6, I 8"x6'-8" P.C. FDN• WALL
10/10 W.W.M. ON W II I (2)-2"xG" TREATED SILL F�
COMPACTED FILL 1�
AREA CALCULATIONS > III , `9 SILL SEALER /RAJ
— TERMITE SHIELD rrse�h�o1
PITCI--I TO DOORS /0 m x 12" ANG1-IOR SOLTS (�
GRADE r 1 W/ 2"X2" STL.
GARAGE : 4 32 S.F. =III= -III--L-r-O.F. WASHER @ 33" O,G.
WATERPROOFING
o Z =III I=II 5"xl6" P.C. FOOTING
T w/
1 -III Ifii� COMPACED FILL �j
_ (3)2*5 RE-BARS
rA S ECT I ON
Q � U
A2 SCALE: %4"=1' -O" w
O � �
TYPICAL ROOFING -- -- _ TYPICAL ROOFING
ASPHALT ROOF SHINGLES
ASPHALT ROOF SHINGLES ED A�
MATGL I 6 i2 TO MATCH EXIST. MATCH 6 12 TO MATG14 EXIST, /SRC
HOUSE HOUSE F_
,rP F
* I' a����ii 1-t •*
STET 04186�
F
TYPICAL SIDING
I'-6" TOOODA DI NG
TCN EXIST.
O,H. / GRADE GRADE
/ zd-} ELEV. 42.0' ELEV. 42.0' }
y GRADE GRADE
ELEV. 40.3' ELEV. 42.0'
"''rrrr I
GRADE � _ i � � - GRADE No Date Title
ELEV. 36.2
ELEV. 36.2'
REVISIONS
Z
Y R I"f("1
— 1 `—STEP FOOTING UP STEP FOOTING UP
RIGHT ELEVATION (sOU_rH ) REEAR ELEVATION ( EAST) LEFT ELEVATION (NORTH-I ) Date: q/l q/23
Drawing No.:
SCALE: %"=1'-O" SCALE: %4"=1'-O" SCALE: %4"=1'-O"
l
OF 3 SHEETS
RIDGE TENSION STRAP 16" O.G.
4 BY 511"IP5ON STRONG TIE
it 1 1/4" X IS" 20 GAUGE WITH
(A) SD C01`11"ION NAILS EACH SIDE
NAILING SC44r=DULE
FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B I"IINII"IUI"I ROOF LIVE LOADS
p ROOF RAFTER V 16" O.G. WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORCE PER sOUARE FOOT OF HORIZONTAL PROJECTION)
"
INSTALL SIMPSON
Q o STRONG TIE" LSTA FOR ONE- AND TWO- Ill DWELLINGS 2015 EDITION TRIBUTARY LOADED
TI A. JOIST DESCRIPT04 NUMBER OF NAILS NAIL SPACING
AREA IN SQUARE FEET
000 OF MDR. FOR ANY STRUCTURAL
RAFTER FRAMING MEMBER
ROOF SLOPE O TO 201 TO OVER O
ROOF RIDGE HEADER AS NOTED H Rafter to Top Plate (Toe-nailed) 200 600 600
N Wall height 8 Ft. 3-8d?# ?6 per rafter
)L Hall height cl - 10 ft. 4-8d?# ?� per rafter FLAT OR RISE LESS THAN 4 INGHE5 PER FOOT
DOOR OR WINDOW Ceiling Joist to Top Plate (Toe-nailed) (1,3) 20 I6 16
AS NOTED �Al Wall height 8 Ft. 3-8d?# ?b per joist `./
RISE Q INCHES PER FOOT (I13) TO LESS O
Wail height d - 10 ft. 4-8d?# ?b per joist THAN 12 INCHES PER FOOT (III) I 14 14 M U
RIDGE STRAP Ceiling Joist to Parallel Rafter (Foce-noiled) Roof Span (Ft.) 12 INCHES PER FOOT (III) AND
,.a
1 12 20 28 36
GREATER
RISE 12 I2 12
3:12 Roof Slope @ 16' o.c. 5-16d 8-16d II-Ibd 14-I6d FF�� 0, (�
gll2 Roof Slope @ 16" o.c. 4-I6d b-Ibd 8-I6d II-I6d each lap ;Cl
5:12 Roof Slope @ 16' o.c. 3-I6d 5-I6d 7-I6d q-Ibd each lop
7:12 Roof Slope @ 16' o.c. 3-I6d A-Ibd 5-I6d b-Ibd I"il"1 R 3 U
lNlUi"I UNIFORI"ILY DISTIBUTED LIVE LOADS
QJ2 Roof Slope @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-I6d � W W
12:12 Roof Slope @ Ila" c.c. 3-16d 3-16d 3-I6d A-Ibd (IN POUNDS PER SQUARE FOOT) ,Z
Roof Spain ft. W U
ROOF RAFTER Ceiling Joist Laps over Partitions (Face-nailed) pa ( )
12 20 25 36 U5E LIVE LOAD Q (5
3:12 Roof Slope @ I&' o.c. 5-I66 8-I6d II-I6d 14-I6d l4
4:12 Roof Slope @ 16" o,c. A-Ibd b-Ibd 8-I6d 11-I6d each lop EXTERIOR BALCONIES 60 W
TYPICAL DETAIL 5:12 Roof Slope @ Vo.c. 3-I6d 5-I6d 7-I6d 9-I6d each lop DECKS AD a
EXTERIOR HEADERS 7:12 Roof Slope @ I6 o.c, 3-I6d 4-I6d 5-I6d b-I6d ATTICS WITHOUT STORAGE 10
9:12 Roof Slope @ 16'" o.c. 3-Ibd 3-Ibd 4-I6d 5-Ibd
N.T.S.
12.12 Roof Slope @ 16" o.c. 3-I66 3-I6d 3-I6d 4-I6d ATTICS WITH STORAGE 20
"t
'O. T l p0
TOP PLATE ROOMS OTHER THAN SLEEPING ROOMS qp v
Collor Tie to Rafter (Fore-nailed) 6-13d per tie N
Blocking to RoFter (Toe-noiled) 2-8d each end SLEEPING ROOMS 30
U Rim Board to Rafter (End-nailed) 2-I6d p each end
WALL FRAMING O
Top Plate to Top Plate (Face-noiled) 2-I6d?! per Foot M
Top Plates at Intersections (Face-noiled) 4-I6d joints - each side
...
TABLE R30I,2(1)
Stud to Stud (Face-noiled) 2-I6d 24" o.c.
'• Meader to Meader (Face-noiled) I6d I6" o.c. along edges CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
o SIMPSON STRONG TIE I"ITS12 WIND DESIGN
I I/4" X 16 GAUGE STRAP W/
GROUND SEISMIC SUBJECT TO DAMAGE FROM
(4) 8d COMMON NAILS ((5) 8d Top or Bottom Plate to Stud (Erd-noiled) 2-I6d per 2x4 stud SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROSTLINE
COMMON NAILS IN GARAGE) INTO
LOAD (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTH TERMITES 11 DECAY
THE ROOF RAFTER 8 8d 3'-O"
COMMON NAILS ((5) ad
4-I6d per 2x8 stud 3-I6d per 2x6 stud COMMON 25 PSF 130. NO NO 1 B SEVERE MODERATE 5LIGHT TO
MPH
TO HEAVY MODERATE
NAILS IN GARAGE) INTO T1-IE WALL
STUID. s/e"O x 12" L. x 3'-0" O.C. ANCHOR Bottom Plate or Floor joist, Bondjoist,
BOLTS W/ 3"x3' 50, STL WASHER.(1'-0" FROM CORNERS) Endjoist or Blocking (Face-roiled) 2-I6d ?! ?@ per Foot
AS PER TABLE 4 FLOOR FRAMING
Joist to Sill, Top Plate or Girder (Toe-noiled) 4-13d per joist
rS 2 1"iT512 DETAIL Bridging to Joist (Toe-noiled) 2-Sd each end W
Blocking to Joist (Toe-nailed) 2-Bd each end M r T 1
N.T.5. rl"4-�2.5
ALL "SIMPSON STRONG-TIE" Blocking to Sill or Top Plate (To:-nailed) 3-I6d each block GLAZING PROTECTION FROM WIND—BORNE DEBRIS ^I W
CLIPS C-D 16" O.C. W/5-Sd NAILS Ledger Strip to Beam (Face nailed) 3-I6d each joist
Joist on Ledger to Beom (Toe-nailed) 3-Bd per joist
Bond Joist to Joi5t (End-nailed) 3-I6d per joi5t NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
n Bond Joist to Sill Or Top PLote (Toe-noiled) 2-1(.d?I per foot 7i,," AND A MAXIMUM SPAN OF W—O" FOR EVERY WINDOW. PANELS �F.•LL�i
UI I SHALL BE PRE—CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH O
ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW.
Structural Panels Sd 6' EDGE/ 6" FIELD
° Di
INSTALL "SIMPSON STRONG-TIE" Diagonal Bo xard Sheathing
2- T
'eI•, I"X6" or 1" B" Sd each end FASTENER TYPE FASENER SPACING
MSTA36 STRAPS OD 16" O.C.O,G, rTl
,o SECURE WITH 26- IOd NAILS I"xl0" or wider 3-Bd each block PANEL SPAN PANEL SPAN PANEL SPAN V
e S 4'—O.. A'-6, 6,_8
CEILING SHEATHING
0 2%" >I26 WD, SCREWS
a
Gypsum Wallboard 5d coolers 7' edge / 10" field 16 12 a
°0 WALL SHEATHING 2'rZ" >sB WD. SCREWS 12" �/ 1
a° Simplified
Structural Panels See ensre Wall
•o Sheathing Pressure ! Nailing _
Fiberboard Panels Zones this page.)
7/l6" 8d 3" edge / 6" field
25/32" 8d 3" edge / 6" field
• , FASTENERS AS NOTED
° SCHEDULE ABOVE
o Gypsum Wallboard 5d cooler 7' edge / 10" field IN
Hardboard Sd Z (see Simplified Wall
. .e'o S Sheathing Pressure a Nailing
Particleboard Panels Bid Zones this page.)
': a WINDOW PLYWOOD AS NOTED
n, a Diagonal Board Sheathing GLASS 2"X4" BRACE Q" LARGER SPANS
lL ° 1"xb" or I"xB" 2-13d per support I��1
° 'o ° I"x10" or wider 3-5d per support ll""��
lf� ^ FLOOR 5HEATHING ` W
,o IJ WINDOW
°• —I � Structural Panels SILL
o° U I" or less Sd 0 edge / 12" field
CJ" rJ greater than III lad 6" edge . 6" field
° Diagonal Board Sheathing
WALL—TO—FND. CONNECTIONS O
1"x6" or I"xB' 2-13d per support
°' f \ I"xio" or wider 3-Bd O r-1 v
•o per support PLYWOOD STORM PANEL
o "SHUTTER" DETAIL
° ?! Nailing regy irments are based on wail sheathing nailed 6" on-center at the panel edge. IF wall sheathin
is nailed 3' on-center at the panel edge to obtain higher shear capacities, nailing requirments for O r l
0 ° structural members sholl be doublet, or altemote connectors, such as shear plates, shall be used to \J
maintain the load path.
?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be
permitted to be reduced to I-I6d ncil per foot.
1"STA3G DETAIL
N.T.S. NOTE: THIS SET OF PLANS WAS BEEN DESIGNED IN ACCORDANCE KITH THE AMERICAN
FOREST AND PAPER ASSOCIATION (AF it PA) WOOD FRAME CONSTRUCTION MANUAL
FOR ONE AND TNO FAMILY DWELLINGS, Igg5 SBC HIGH HIND EDITION, SECTION 2.
SII"IPLIFIED WALL StEATI-ZING
INSTALL "SIMPSON STRONG-TIE" PRESSURE NAILING ZONES
1-4-6 TIES @ 16" O.G. W/8-8d NAILS v
ems. 1I
I-16 j INSTALL "SIMPSON STRONG-TIE" o
I LTP4 ANCI--TORS V 16" O.G. W/ f
12- 8d NAILs - -I- ---- - - - - - -I-- �T�rF
OF NEB
IQ I I
OI O IO
5iB"m x 12" L. x 3'-0" O.C. ANGI-TOR Q I GOf"IPON ENT AND CLADDING PRESSURE ZONES 4 2 4
BOLTS I.J/ 2"x2" 50. 5TL WA5WER. I O NUME3ERS INDIATE NAILING ZONES
BP (1'-0" FROM CORNERS) O
LTP4 AS PER TABLE 3.2A 8 5.2B I I I I
LTP4 ROOF SHEATHING NAILING SCHEDULE
ZONE I ZONE 2 ZONE 3 ZONE .4 O I Q I O
WALL SHEATHING NAILING SCHEDULE
FIELD 8„ O.C. 12" O.C. 3" O.C. 4" O.G. I I No.1i Date Title
I f
EDGE --1--- --- - -- - --- REVISIONS:
ZONE 5 ZONE 6 4" O.G. 6" O.G. 3" O.C. 3' O.G.
OI O 10
FIELD ALL %' EXT, PLYWOOD WALL SHEATHING TO BE SECURED Drawn By:
4" O.G. 8" O.G. WITH ed COMMON NAILS- 2%" x lay," GA, - PATTERN AS D
S4 FLR . -TO- F'ND . CONNECTIONS INDICATED ABOVE. I�I�IIvI
EDGE
N,T,S.
a.. ROOF PLAN O.G. 4" O.G. Date:
FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS q/iq/23
I
ALL /," EXT. PLYWOOD WALL SHEATHING TO BE SECURED REFER TO "FASTENERS SCHEDULE FOR STRUCTURALMEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL SC.: I/8" = I'-O"
WITH r-d COMMON NAILS- 2" x II/�" GA. - PATTERN AS CODE OF NEW PORK STATE. DrawlnO No.:
INDICATED ABOVE,
NOTE: PROVIDE CONTINUOUS LOAD PA_F —I
IF ROrl RIDGE TO FOUNDATION .
w ¢
w Q OF 3 SHEETS