HomeMy WebLinkAbout39806-Z o�,psu�`F��'��oG Town of Southold ' 7/6/2016
� y� P.O.Box 1179
� T 53095 Main Rd
��'�r�1 �ao�'�� Southold,New York 11971
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CEIZTIFICATE OF OCCUPANCY
No: 38376 Date: 7/6/2016
THIS CERTII�ES that the building �SINGLE FAMILY DWELLING
Location of Property: 200 Deer Run, Southold
SCTM#: 473889 SecBlock/Lot: 79.-4-17.20
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Pernut heretofore filed in this office dated
5/12/2015 pursuant to which Building Permit No. 39806 dated 5/27/2015
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:
ONE FAMILY DWELLING WITH UNFINISHED BASEMENT, FRONT AND REAR COVERED PORCHES,
REAR SCREENED PORCH AND ATTACHED THREE-CAR GARAGE, AS APPLIED FOR
The certificate is lssued to Koke,Michael&Koke,Jennifer
of the aforesaid building.
SUFFOLK CO�JJNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0023 06-27-2016
ELECTRICAL-CERTIFICATE NO. 39806 06-28-2016
PLUMBERS CERTIFICATION DATED 06-29-2016 George J. Berry Jr
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Autho Signature
O�g��l�c� TOWN OF SOUTHOLD
�� o�� BUILDING DEPARTIVIENT
� '` ' TOWN CLERK'S OFFICE
oy . �,� SOUTHOLD, NY
�O���d�'
BUILDING PERIVIIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 39806 Date: 5/27/2015
Permission is hereby granted to:
Koke, Niichael & Koke, Jennifer
PO BOX 1035
Southold, NY 11971
To: Cons4ruction of a new single family dwelling as applied for per SCHD approval.
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At premises located at:
200 Deer Run, Southoid
SCTM # 473889
Sec/Block/Lot# 79.-4-17.20
Pursuant to application dated 5/12/2015 and approved by the Building Inspector.
To expire on 11/25/2016.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,368.00
CO -NEW DWELLING $50.00
Total: $3,418.00
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Building I spector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPAR'I'MENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to Apri19, 1957)non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00
Date. �i�G`( �� ����
New Construction: _X Old or Pre-existing Building: (check one)
Location of Property: �-� ��� 1'"W1�Y >����^i �
House No. Street Hamlet
Owner or Owners of Property: g�V\.C.{�°�L_� `\J�'�TN[� ����
Suffolk County Tax Map No 1000, Section �1 Block � Lot �,�:�
Subdivision ��j ����fi� 1�p ��, Filed Map. ��r� �p�_Lot: J
Permit No. Date of Permit. Applicant: ��'3t?,�( �' _ �
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
pplicant Signature
0��,0� SO�j�yol
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Town Hall Annex � � Telephone(631)765-1802
54375 Main Road y � Fax(631)765-9502
P.O.Box 1179 � • �e roqer.richert(a�town.southold.nv.us
Southold,NY 11971-0959 Q
�yC4UNT`I,��
BUII.DING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Koke
Address: 200 Deer Run City: Southoid St: New York Zip: 11971
Building Permit#: 39806 Section: 79 Block: 4 Lot: 17.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S EIeCt�IC License No: 578-E
SITE DETAILS
Office Use Only
Resident�al X Indoor X Basement X Service Only
_Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey •Attic Garage X
INVENTORY
Service 1 ph 400A Heat GAS Duplec Recpt 159 Ceding Fi�ures HID Fixtures
Service 3 ph Hot Water GAS GFCI Recpt 16 Wall Fixtures Smoke Detectors
Main Panel 2-200A A/C Condenser 4 Single Recpt Recessed Fixtures 104 CO Detectors
Sub Panel A/C Blower 4 Range Recpt 20A Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt 3-30 Emergency Fixtures Time Clocks
Disconnect 2-200A Switches 115 Twist Lock Exit Fixtures TVSS
otherEq�iPrne�t: 1- Rarlye Head, 2- Dish Washers, 1- Electric Oven, 8- LED Under Counter Lights,
• 8-LED Step Lights,8-Exhaust Fans, 1-50A Steam Unit,38 Light Fixtures, 1-Light Fixture Lift
Notes•
Inspector Signature: Date: June 28, 2016
z Electrical 81 Compliance Form.xls
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Town Hail,53095 Main Road � � � Fax(631)765-9502
P.O.Box 1179 °�� �� - Telephone(631)765-IS02
Southold,Ne�v York 11971-09�9 �•� � `y��
- BUILDING DEPARTMENT
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Date: �/����
Building Permit No. ��? ��
Owner: /��1�C►'i m.;� �a 1�,�
(please print)
Plumber: o � �S� °3�
(please print)
I certify that the solder used in fihe�ater suppiy system contains Iess than 2/14 of 1%
Iead. -
Iumbers Si are)
Sworn to before me ti�is�
@ay of_•�r��� � , 20�
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N'o Public, 0��')UJ�Coun �
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BLTILDING DEPT.
VICKI L BERRY TOR�N 01a'SOUTSOLD
Notary Public-State of New York
No. 01 BE6b70081
Qualified in Suffolk Cour�y
Commission"Expires ,,,�—/ �—/�
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. N�SPECTIO�N - � .
, FOUNDATION` 1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION . �
[ ] FRAMING /STRAPPIIdG [ ] FINAL '
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[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION "
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
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[ ] CODE VIOLATION [ ] CAULKINC
REMARKS:
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; [ ] CODE VIOLATION [ ] CAULKING
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[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STFiAPPING [ FINAL
[ ] FIREPLACE � CHIMNEY [ ] FIRE �AFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
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[ ] FOUNDATION 1 ST [ ] ROUGH PL4JMBING �
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
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REMARKS:
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� INSPEC�ION �� �
[ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] 1 SULATIOIeI
[ ] FRAMING /STRAPPING [ FINAL�jQ�t.�
[ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTl;UCTION [ ] FIRE RESIS'TANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: . G�� C• �,
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_ DATE �� � �� INSPECTOR ` ��
���p���6� 'fl EAST 1"1APLE R0,4D, GREE�iL�1WN, NY II140
�����4 52 NOYACK P,ATH. W,4TER 1"iILL, NY 11916
W�BER 163U 75�4—b555
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BUILDING DEPT.
June 22,2016 TOWN�F 50UTHOLD
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Town of Southold Building Department
PO Box 1179
Southold,N.Y. 11971
RE: %O%E RESIDENCE
200 I)eer Run,Southold,NY
SCTM #1000-79-04-17.2
Attention: Building Department
Basement Wall Insulation:
The basement wall insulation was installed in 2" "continuous" thickness with an R value
of R6.5 per inch(90 day aged) =R13 and is full height. This exceeds the R10 component
requirement for continuously insulated basement walls. r
The insulation has an "ignition barrier" in the product and has flame spread < 25 and '
smoke developed eets requirements for exposed installation. (
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board ofHealth
SOUTHOLD, N3� 11971 4 sets of Building Plans '
TEL: (631) 765-1802 Planning Board approval .
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO���o� � Check � •
Septic Form
N.Y.S.D.E.C.
Trustees
� C.O.Application �
J � Flood Permit
Examined ,20�� Single&Separate �
Storm-Water Assessment Form
Contact: �,i�1j 1N� f�1P-�1,�
Approved ,20 Mail to:�` ��"�W��I..C;, ��4�j
Disapproved a/c y ��'h�i.�W�•l ,���. dL��
�' - Phone: (fo�I�� ���'SS��
> ;' �—,
Expiration /� Q ,� ,20� �: ����- �`t (�G L�
L.
�� � I J Ij � `l r� �i� Bu' ' Inspector
� �
! �� MAY , 2 �� '�� APPLICATION FOR BUILD RMIT
�g �,
. Date M� —( , 20 C�
t''"'�' !'r�'; _ ' INSTRUCTIONS - �
TU,i, ���- �QL'?���,j,� �
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 �
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy. ,
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions,or 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 for necessary inspections.
( ignature of applicant or name,if a corporation)
�kt �C ��� P.o�+
�e��.�in3as, hcr 1.� L`�
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
`��t b�c.,�e'
Name of owner of premises �4C�$�_ � ��INV'�� � < �
- (As on the tax roll or latest deeti) � '
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders LicenseNo. �;rt��qs�
Plumbers License No. ��
Electricians License No. �"�tp��„
Other Trade's License No.
1. Location of land on which proposed work will be done:
�1.00 �� 't��h► � �, t_.�
House Number Street Hamlet
County Tax Map No. 1000 Section �� Block 9' Lot `"-(,�
. Subdivision �1'V�n� l.a����L1SC��� Filed Map No. �� �Co� Lot �
���� �� `�a��
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy �!�'
b. Intended use and occupancy �1�t�(�1S �tit,�`1 ��4�, ���'►� ���'��
3. Nature of work(check which applicable):New Building X Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost � �����OJ, Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units � Number of dwelling units on each floor
If garage, number of cars ° 3
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
(,y� � i (� � i�
8. Dimensions of entire new construction: Front �O'�`` Rear v��—� D�,�p�th ����'��
Height �� (�� Number of Stories �,
L
9. Size of lot: Front ����(�, Rear �`�'�JJ�•�25�0 �' Depth 2�o��G� pt,� �bra��
10. Date of Purchase /�W�,dL �� Name of Former Owner 1 r��ir� �U11����f�ZP � �_ ,�
11. Zone or use district in which premises are situated /��
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO �
13. Will lot be re-graded? YES NO�WiII excess fill be removed from premises? YES�NO
.fv��e.�ra�. � �� � Po� �,�� n
14. Names of Owner of premises 'Icc icr,� �ddress �� Ny "��� Phone No. �O�f ��—Z�o'�
Name of Architect ���V-s�2. Address ��'�����`'�`�.�',.�,,;�Phone No fo°hj � ��
Name of Contractor Address � Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO � '
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES � NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
� ,�_ w����being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the �
(Contractor,Age t, Corporate Officer, c.)
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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
S orn to before me this ,
� �� day of 20 1 �
� �
�''�--���py Signature of Applicant
ANNETTE LYNNE R
Notary Public- State of New Yor '
N0. 01 R16272953
Qualified in Suffolk Count
My Commission Expires���
� ��
Scott A. Russell ,��°Su���� �'7��0�]C�.I��1[\�vA\�C'lE)E�.
SUPERVISOl� N � l�vl[A\�A\(G�]El��l[]El�'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179 u' �
° Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971 �
�0� ���
CI�APTER 236 - STORIVIWATER 1VIANAGEMENT�VORK SHEET
MAY 13 2015 ( TO BE COMPLETED BY THE APPLICANT )
��� ��� ����� ����,� � �� �� ���.�.�o���:
Yes No iCHECK ALL THAT APPLYI
�❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square f eet of ground surf ace.
❑ B. Excavation or f il�ling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 f,eet of wetlands, beach, bluff or coastal
` erosion hazard area.
❑ E, Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse. �
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
� If you answered NO to all of the questions above, STOPi Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter z3s does not apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Nlanagement Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Propeity Owner,Design ProFess�onal,Agent,Contracror,Other) S.C.T.M. #: 1000 Date:
Dutrict
NAhfE: � �� � /�-�1� ' � � { �� F� 1 �� { l.�Lf/L✓
� ��u Section Block Lot
°�°""\ �'`**FOR BUILDING DEPARTMENT USE ONLY****
Contact InformaUon �� 1 �� ����� //� �/ �
�(iekpWHeNum6crl . (��^ -_ ^ /I10;��r��
Reviewed By `�;� d`�r �
— — — — — — — — — — — — — — — —
Date: �_ -'��`��
Propei-ty Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
/� „O � �` , A ' Appro��ed for process�ng Building Pei�mit.
rl✓ ��I� Stormwater Management Control Plan Not Required.
���rD�.��, 1��'T . Storm�vater Management Conti•ol Plan is Requ�red.
���.���Z 3�� � (Fon��ard to Engineering Department for ReviewJ
� �
FORM # SMCP-TOS MAY 2014
� � i
APPLICANT• �t��� s.c.T.M.#: i000 � 5�,� CHAPTER 236
(Property Owner esign Professional,Agent,Cantractor,Othcr) - _ - --6„�; p /�
�c� � �� � Stormwater lO�Ianagem�nt Control Plan CH]ECI�LIST
NAME: � �, � �� Section Block tot � z S M C P -Plan Requuements: Prov�de ONE copy of the Building Perm�t Appheation.
rimx rnni O
Date: * The applicant must provide a Complete Explanation and/oi Reason 1'or not provid�ng
6 ( �. —� �/�,�( °� ��'i� ��!�t�`� all Information that has been Requu•ed by the following Checkl�st!
s�y�ut�re TNcpMircNumMr.
1. A Srte Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here�
sl�ow all of the following items: YES NO NA �f you need additional room for explanat�ons, Please Provide additional Paper.
a. Location& Description of Property Boundaries 00
b. Total S►te Acreage. 0
c. E�isting-Natural& Man Made Features�vithin 500 L.F. � � �
of the Site Boundary as requu�ed by §�ss-17tc�c2�.
d. Test Hole Uata Indicat�ng Soil Characterishcs&Depth to Ground Water 0 ��( � � ; �4 ��
e. Limits of Clear�ng& Area of Proposed Land D�sturbance. 000
f. EX1Stltlg& Pl'OpoSed Co1ltOut'S Of the Slte (Mm�mum 2'Intervals) 0 0 Qs�sRl� U $ � i/�1Y�f1a �i�l� K�N�•I� ' �
g. Location of all ex�sting& proposed sti-uctures, i•oads, ��
driveways,sidewalks, drainage improvements& utilit�es.
h. Spot Grades& Finish Floor Elevat�ons for all existing& �
proposed structures.
I. Location of proposed Swimming Pool and discharge.���ng. �� �A y'vu�w1P�1� �P i_ R� �5�
�. Locat�on of proposed Soil Stockpile Area(s?. 00
k. Location of p�oposed Construction EnU�ance/Staging Aiea(s). 0 �R1AC,E INSP
1. Location of ro osed concrete�vashout ai-ea(s). 0 Contact TOS �
m. Location of all proposed eros�on&sed�ment control measures. �� Backfill 0�fOf'@
2. Stormwater Management Control Plan must include Calculations showing that e� S �rt��Cat10
that the stormwater improvements are srr_ed to capture,store,and infiltrate �� een nstal(ed to
on-site the run-of f from all impervious surfaces generated by a two(2")inch
ramfall/storm event.
3. Detads&Sectiotial Drawings for storm�vater practices ai e requu ed for approval
Items requiring details shall include but not be limited to. '
� ru ion ntrance,
a. Erosion&Sed�ment Cont,-ols. 00 b�, �,,
b. Construct�on Enti•ance&Site Access. 0 p a e r enemg,sta i ization�C
c. [nlet Dra�nage Structures (e.g.cat�h bas�ns,trencn dra,ns,etc.) 0 ee tng o expdsed and/or inactive soils.
d. Leachin St1'UCtUI'e5 (e. infiltrahon basins,swales,etcJ ��
**"* FOR ENGINEE DEPA T USE ONLY**** Add�tional Informatton is Required.
Revie�ved & � � � Stormwater Management Control Plan is Not Complete.
ApprovedBy: — - - - - - - - - - - - - - - - - - - - - - - -
� ,_ Stormwater Management Control Plan is Complete.
Date: 7/ �� � SMCP has been approved by the Engineering Department.
FORM # SWCP Check List -TOS MAY 2014 —
. ;
������S DUr��� -
O '
Town Hal1 Annex !� J�; Telephone(631)765-1802 �'
54375_14��R�ac� • i
� � (o3i)705- S�7 2 �
Y.O.Box i179 . . � • � roger.richert a(�`tfown_sout�old nv us ;
Southold,MC 11971-0959 � � 3.
, �yCpU(�i'1,�� . ' ;
� i�
, BUILUING DEPA.RT`MENT � i
TO�VN OF SOUTgiOLD ' � �
i
Af'PLICATION FOR ELECTRICAL. INSPECTiON I
� � � �.
� REQUESTEQ BY: Dafe: � � �
Company Name: . q°S' �� ,�--� � . . �..
- I
Name: �� s?v',��� ��� � . '��
License No.: �^ � ,._.� • - -��
Address: �p a ��, S-- � . ,
� �U'/ hUL� �l Q`�f
' Phone No.: _ � ��, � � �� - .
JOBSlTE INFORMAT�ON: (*Indicafes required i�formation� �
*fVame: �,' L 4 lE� ' � �
�Address: �Oc� C� -- --�9� . t>c,�� o L.� � -- �
*Cross Streef: � � ' . � • i
'�Phane No.: �•�e���-- ���a 3 ' ' _ �
Pern�if t�o.: . � p �, --
Tax•Map District: � 't 000 Secfion: - Block:���� �o�; . '
*BRIEF DESCR�PTION OF WORK(Pfease F'rint Eleariy) � . . � .
�� ��nJ C�C�� /c��''?'� �� �✓�2t� ' /�' . .
{Ptease Circle All Tha�Appiy} � ' �
*1�job ready€or inspection: . YEg Np� Rough in Fina!
*Dv�you need a Temp Certifica#e: YES NO - � .
Temp Infarmation (If dedj � � • .
�Service SEze: 1 Phase � 3Phase 100 't50 200 300 3 '
. � 50 400 Off�er
�NeW SBNtCe: Re-connect Underground Number of Mefers C � � ��� '
_ _ � hange of Serv�ce Ove�head ��
Additional lnformafion: � PAYMENT DUE WiTH APPUCATI�N
� �-a-� ;
� - �`fS-� 1
82=Request for Inspecfion Form ° , ( �: �"1��.— ;
�a�s"-- ` � � j
���S���DL,��,O
Town Hall Annex �� Gy Telephone(631-1802
54375 Main Road �a � Fax(631)734-9502
P. O. Box 1179 ti x
Southold, NY 11971-0959 � �
• �
� y�ip� � �ao� .
BUILDING DEPARTMENT
. � NO�TICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED ;_
° WOOD CONSTRUCTION AND/OR�TIMBER CONSTRUCTION � -
� , . . ,. � �
Date: ��( �a � L� � � . � �
- Owner:��'L �-���L�Z i�'�� -
Location of Property: �-� ��� �1� , �"i�°��� ��T � �,.
Please take notice that the (check applicable line): -
, New residential structure �
-- . Addition to existing residential structure , � � �
Rehabilitation to an existing residential structure ��
- to be constructed or perFormed at the subject property reference above will t�tilize .
(check applicable line): -
Truss type construction (TT) � ' .
� .X Pre-engineered wood construction (PW) � - �
Timbe'r construction (TC) �_
in the following location(s) (check applicable line): � r
� Floor framing, including girders and beams (F) �
� � . � �
� Roof framing (R) � , _ _ � , , . �
Floor and roof framing (FR) �
Signature: �
Name erson sibmittin this form : �^ ' rC�,"r /�s��"� � . ,
(r � ) � , U� ,�, �-z�-'
, �
Capacity (check applicable line): � �
- Owner . . _
_� Owner representative
TrussResReql5.docx Effective 1/1/2015
6" DIAMETER �
- - . ,
REFLECTIVE RED , ROMAN ALPHANUMERIC
PANTONE DESIGNATION OF CONSTRUCTION
(PMS) #187 � . � TYPE BASED ON SECTION 602 OF
� ` THE BUILDING CODE OF NEW
YORK STATE
- 2�� MIN. REFLECTIVE
_ WHITE
. '�.. --
4
�i/2" STRQKE • ' � • - '
_ _ .,_ .
. .. . .•-- •---------•-----------• - � �ESI�GNAfitON`�OR�STRtlCTItFt'AL •- - ------•-•• -- •- --....--•----•- •-•---•---------
, C,OMPONEP175�THAT ARE OF
� ' TRUSS CONSTRUCTION ''
"F" FLOOR FRAMING, INCLUDIt1G
GIRDERS AND BEAMS .
"R" ROOF FRAMING
"FR" FLOOR AND ROOF F.RAMING . � •
TRUSS {D�MlFICA�I�N SIGN . ,
� ,- C0�1/�'l.J�l�10E VUITa-I 19 f�J1.CCRR PART 12G54�� , ; � - � �
r�rroscx�
CODES DIVISt�N �//�{�I�1 E"�� ' ' I�1 V 1 i�l�-1��S�V{V DA�.VJlIKX� �'
,r---�y C/V'V V fi—L
� ... . , -, . � ..; N EViI YOR� STATE DEPAI�TIVI EN1' �F STATE
�, S . ,
� --, DIVISmON OF CQDE ENF����ENIENT
, �.,,
''�.ti,;;�i_.f.; � _
��"f�"� AND ADi� IN � �T��TlO{V
�DEAx'Rjb{EN7���F%T�i'/l�a•
6"THICK REINFORCED CONCRETE
TRAFFIC BEARING SLAB
24"DIAMETER
2"ASPHALT ROAD SURFACE ON CAST IRON IPILET
E � 4"COMPACTED RCA BLEND. GRATE&FRAME
E E TYPICAL
2 ,�
��
{V N
PRECASTCONCRETE
µ` , , ,y CHIMNEY
��4
pp ��y!• �•"3�r�'�ZY. '�— �.f,A�• �K d•
y ����� ����� �.
� 11=1111 ����� �
a � �� �
4 IIIII= e ��
18"TRAFFIC BEARING
a � , ����� DRAINAGE PIPE.TYPICAL
0
w �I • goe ���� 10'DIAMETER x 4'DEEP
w —� ���
PRECASTCONCRETE
j � ��� , — LEACHING RING.
4 — �� iso^° :IIIII
� — ��
�• s �1LJ—IIIII
�o' �
� = CLEAN SAND& ea� :e
4 GRAVEL FILL �� � f
�'+ GROUND o
WATER
2'-0"Min. 10'-0"Diameter 2'-0"Min. CLEAN SAND&
GRAVEL FILL
Typical Section @ Leachin� Pool
Scale: NTS
/� � �
DATE. '(����
h�o�os�F���� CH ER 236 �,���,; ►�a�.�����.
y � STANDARD STORMWAT�R D�TAILS APPLICANf ��-�����-=
0 In -( (�, �jy ,/� ]�
'�Sj��l ��o�� S.CT.M.# `f/��"' 1�` l r ` la'Li�
� D r aW i ng # : SW-0 5 P�SI�AL ��b�.r�
EFFECTIVE:9/17/13 nnn�ss:
T `�-
50� MIN. �
BUT SUFFlCIENT TO KEEP � �
I SEDIMENT ON SITE � � �
� 1�. '
HAY BAIL AND/OR �1
� � SILT FENCING � ��
a �
a
c �.«�
�,;. � r 1
C�: `,} y� ��h� .., ' _. :'l:` ' 'a} t � � ��
W. _, .��)� - . -. . .. ...,',Y, ` . �. - �'��, .. . �... . .,t •. O �
' •.�t`t' < .� : , :^� ~�*Y �� °
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0 '�� . � A���'S^,�'k� ;�1•a, - � +1��"S^ `��� ~�}; •�� Z �� d d � .V.�!
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.;.!s. �` ',, _ ,Y'` ' "��.-�-..� -y.+i�','++,-.4r� '�--r� C a ^� a U �'�
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� '��: •' '� .�: = �". - �,4~ N4',~f�� �,4~ '��c.� ' �c=�
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'� . - ..�,'r +`�,- i • t^. �''� o � �
- 'i` -- Cfl � �
� CONSTRUCTIONENTRANCE-FOUNDATIONOFCOMPACTED � �
3/4"STONE BLEND OR N Y STATE D O T APPROVED RC A. ^1 � �
FILLT018"(Min)ABOVEEXISTINGGRADEFORDRAINAGE �•�I E
I � �
I � � �
PLAN VIEW � o �
I �� � �
c, . ,--+
� EXISTING GRADE / l � �
ROAD �� � `"
CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED G/� �
HAY BAIL AND�OR 3/4"STONE BLEND OR N Y STATE D O T APPROVED R.0 A
SILT FENCING FILLT018"(Min)ABOVE EXISTING GRADE FOR DRAINAGE
m
�`'"� �
CROSS SECTION � �°� �
� � � �
TEMPORARY CONSTRUCTION ENTRANCE ��°ylnos ����o w
SCALE. NTS W
. W
, - �
18'-0•'M!�(. C.to C.
U
�
GRADE LL m
O �
. ' F-
z �
�� � � - _ � W �
� x �
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�� � . �-
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� �O
O �
��
PERSPECTIVE VIEW
36" MINIMUM 2 x 2
FENCE POST
WOVEN WIRE FENCE �
(6 x 6 - 10/10 WWF)
z
FILTER CLOTH �
0
S��P� N
EMBED FILTER CLOTH � G��F
MIN. 6" INTO GROUND Z
4" g
� `°
�
NOTE:
MAXIMUM DRAINAGE AREA
1/2 ACRE / 100 LINEAR FEET
�ECTIOId DETAIL
SILT FENCE DETI�►ILS
SCALE; NTS
s�� CHAPTER 236 DATE. �� l s���
�
��`� � ��;.�r�.;. ����►�t��.
y � STANDARD STORMWAT�R D�TAILS �PLICANT: ��(����'(.� �
o �� ,^/��, ^�Q /� �
'L.j,�l �p� S.C.T M # KJ�zJ"`1 1"��"I�s�L�
Dr aw i ng # • �,J 11 —O 1 PHYSICAL ^''� �pp`�� �qu,"�`
EFFECTIVE:9/17/13 nnnxEss: $���1�.
G�aC�DGWQC�C3 �2�OYACK PATN, !PO 60X 1374), 1PIATER U�LL,I�UJ YO� ii976 TB_. 631 fl��4-5555
�0���� .1 EAS i MAPLE P.OAD, GREE�1LPiW�1, iJEYV YORK, 11740 FAX c531 p 261-1084
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b�-��-�s;- �.2,�3, ��,�5,��, ��r , s��s�
,
Subdivision Covenants
DECLARATION OF PROTECTIVE COVENANTS
AND
BUILDING RESTRICTIONS
This Declaration of Protective Covenants and Building Restrictions is made this 27"' clay of July,2007 by Freeform
Building Partners,LLC as owner of certain property further described below,its successors and/or assigns is
hereinafter referred to as"DEVELOPER."
WITNESSETH:
WHEREAS the DEVELOPER is the owner of certain lots of land designated as follows:
tax Map Designation of District 1000,Section 79,Block 4,Lots 17.18, 17.19, 17.20,17.21 and 17.22 on certain
Map Entitled"Map of Zoumas Contracting Corp.,situated at Bayview,Town of Southold,Suffolk County,NY,said
map being filed October 1,2004 in the County Clerk's Office of the County of Suffolk,State of New York,
(hereinafter referred to as the"SUBDIVISION").
WHEREAS,it is the intent of the DEVELOPER to create and establish certain Protective Covenants and Building
Restrictions to help maintain the authenticity and architectural integrity of the Subdivision for the mutual benefit and
enjoyment of the purchasers and residents of lots within the subdivision and the Town of Southold.
1.Definitions: '
A."DEVELOPER"will mean and refer to the Owner,its successors and/or assigns of that land as described
above,which is covered by these Protective Covenants and Building Restrictions.
B."SUBDIVISION"shall mean and refer to that land described herein.
C."HOMEOWNER"shall mean and refer to the record owner,whether one or more persons or entities,of
a fee simple title to any lot which is part of the Subdivision,including contract sellers,but excluding those
having such interest merely as security for the performance of an obligation.
D."LOT"shall mean and refer to any parcel of land shown on the plot of the Subdivision as herein
described.
2.The following restrictive covenants,easements,reservations and requirements shall run with the land and shall be
binding on all parties claiming under them and all premises are conveyed and subject to these covenants and
restricti�ns.
3.Developer reserves the right to file a subsequent deed of resfiction regulating the use to which the various lots in
said subdivision can be put. �
4.All lots in the Subdivision,according to the survey and plats thereof,are designated as"Residential Area".No
commercial activity shall be carried out on any of those lots designated as Residential.
5.All buildings erected,placed or allowed to remain on any lot shall be situated only within that portion of the lot
not restricted from use by easement or right of way. Utility easements and rights of way are hereby reserved for all
Public Utility companies for construction,installation and maintenance of any and all utilities,such as underground
power,gas lines,sewers,roads,water supply lines,drains,underground telephone,cable television or the like,
necessary or desirable for the public health and welfare. -
6.Only an in ground pool will be permitted to be constructed. Any permanent structure permitted shall be
constructed and contain,cedar shingles for roof,or other material excluding fiber glass and asphalt roofing material
no vinyl or stucco exteriors,and only brick,stone,cedar other natural materials are permitted to be on the exterior
of the structures,in conformance with the kind and nature of the development. Composite materials such as hardi-
board,clapboard siding will be permitted if same is in conformance with the azchitectural integrity,textures and look
of the development_ Developer shall maintain architectural control of the Development as to acceptance of any
material not specifically set forth herein.Permitted Home designs shall be,traditional design,full basements,no
slabs are permitted,with a minimum square footage of house living space to be 3500 square feet any,.Excluding
any garages or sheds,basement. There shall ne no unregistered vehicles kept on the property at any time. There
shall be no outside boat storage,no metal buildings for storage or any other structure constructed which does not
conform with the architectural materials and integrity of the development.
No structure shall be erected,altered,placed or permitted to remain on any residential building lot,other than one
detached single-family dwelling and a private garage,pool house and garden structure as are ordinarily used in
connection with a single family residence.
7.No structure with an unfinished exterior shall be permitted to remain on any lot for a period exceeding six(6)
months form the commencement of construction.No basement,tent,shack,garage,trailer,camper,mobile home or
other outbuilding shall at any time be used as a residence,temporary or permanent,nor shall any residence of a
temporary nature character be erected or be permitted to remain.Minimum ground floor area,exclusive of porches
and garages,shall not be less than nine hundred fifty(950)square feet.
8.Use and occupancy of premises or buildings shall be subject to zoning,building,health,and sanitation restrictions
of the Town of Southold,County of Suffolk,State of New York and any other governmental agency having
jurisdiction.
9.No lot shall be used in whole or in part for the storage of any properiy or object that will cause such lot to appear
in an unclean or untidy condition or that will be obnoxious to the eye:nor shall any activity be carried on,or
substance kept,on any lot that will emit foul or obno�cious odors,that will cause unreasonable noise,or will become
a nuisance to the neighborhood_No sign of any kind shall be exhibited in any way on or above the property of this
subdivision.Occupants may post one For Sale or Name sign,no greater than four square feet.
10.No animals,livestock,or poultry of any kind shall be raised,bred or kept on any part of any lot,except that dogs,
cats or any other household pets may be kept thereon if they are not raised,bred,kept,or maintained for commercial
purposes.
11.The owner or owners of any of the above described real property may enforce the restrictions and limitations
herein set forth by proceedings at law or in equity against any person or persons violating or attempting to violate
any of the said restricrions and limitations,either to recover damages for such violation or to restrain such violation '�
or attempted violation. 'i
12.Failure to enforce any restriction,condition,covenant or agreement herein contained shall in no way be deemed
a waiver of the right to do so thereafter as the same breach or as to one occurring prior to subsequent thereto.In the
event any covenant or condition or restriction herein above contained,or any portion thereof,is invalid or void,such
invalidity or voidness shall in no way effect any of the other covenants,conditions or restrictions which shall remain
in full force or effect.
13.Invalidation of any one of the covenants contained herein by judgment court order or for any other reason shall
in no way effect any of the other covenants,all of which remain in full force and effect. '
14.Local Law#32-1980-The Declarant represents and warrants that he has not offered or given any gratuity to any '
official,employee,or agent of Suffolk County,New York State,or of any political party,with the purpose or intent �
of securing favorable treatment with respect to the performance of an agreement,and that such person has read and �
is familiar with the provisions ofLocal Law#32-1980 ,
i
Freeform Building Partners,LLC. '
�
By_ I
Kevin Miller,Managing Member I
�
I
',
Amendment to the Declaration of Protective Covenants �
And Buildin�Restrictions for the Subdivision known as Southold.
'JEf�R�:�1/12�
This declaration is made the 3'7'{ day of�, 2009 by FREEFORM BUILDING
PARTNERS,LLC,a New York domestic limited liability corporation,having its principal place
of business at 142 Mineola Ave, Suite 3E,Roslyn Heights,NY 11577 (herein referred to as the
"Declarant")
WITNESSETH: ;
Whereas FREEFORM BUILDING PARTNERS,LLC,a New York Limited Liability Company,
having its principal place of business at 142 Mineola Ave.Suite 3E,Roslyn Heights,NY 11577,
is the owner and prior owner of the real properiy situate in the Town of Southold, County of
Suffolk, State of Now York and described on a certain map subdivision designation of District
1004,Section 79,Block 4,lots 17.18, 17.19, 17.21,and 17.22 on a certain map entitled"Map of
Zoumas Contracting Corp.,situate at Bayview,Town of Southold, Suffolk County,New York,
said map being filed October 1, 2004 in the Suffolk County clerk's office of the County of
Suffolk, State of New York, "herein referred to as the("SUBDNISION�)_
`�'�IEREAS,FREEFOR'�1�UILDT�TC PARTT:E�S,LLC, the Develeper,��rus the'Je�!arar.t
of a certain Declaration of Protective Covenants and Building Restrictions for the
SUBDNISION,which was duly filed with the Suffolk County Clerk's office on September 27,
2007 and recorded in Liber 12524,Page 63; and
WHEREAS, said Declarant desires to amend the Declaration of Protective Covenants and
Building Restrictions for the "SUBDIVISION known as Map Of Zoumas Contracting Corp,
subdivision designation of District 1000, Section 79, Block 4, lots I7.18, 17.I9, 17.21, and �
17_22,situate at Bayview,Town of Southold,Suffolk County,New York and duly recorded in
the Suffolk County Clerk's Office on September 27, 2007 and recorded in Liber 12524 Page
63.
NOW,THEREFORE,said Declaration of Covenants and Restrictions for the"SUBDIVISION
Known as subdivision designation of District 1000, Section 79,Block for,lots 17.1 8, 17.19,
17.21, and 1722,situate at Bayview,Town of Southold, Suffolk County,New York shall be
amended as follows:
PARAGR.APH designated as "7"shall be amended to read as follows:
"Minimum ground floor area of any house, exclusive of porches and garages,shall not be less
than Nineteen Hundred and Fifly(1950)square feet."
Declarant further agrees that neither it nor its successor(s) in interest, will modify, change or
amend the Declaration Of Protective Covenants and Building Restrictions as-they apply to lot
number five without the prior written permission of the then owner(s) of said Lot#5 (five).
The remainder of the Declaration of Protective Covenants and Building Restrictions for the �
"SUBDIVISION"set forth in the Declaration of Protective Covenants and Building Restrictions
dated July 27,2007,which was duly filed in the Suffolk County Clerk's Office on September 27,
2007 in Liber 12524 Page 63 shall remain in full force and effect.
Page I of 2 '
f
IN WITNESS WHEREOF, Declarant has executed this Amendment to the Declaration of
Protective Covenants and Building Restrictions the date first above written_
FREEFORM BU LDING PARTNERS,LLC.
. �
By: evi ille , anaging Member
State of New York
County of ,S'� ����C ss:
�
On the 3 day of ��� in the year 2009 before me,the undersigned,personally appcazed
KEVIN MILLER, personally known to me or proved to me on the basis of satisfactory
evidence to be the individual(s)whose name(s) is(are)subscribed to the within instrument and
aclaiowledged to me that he/she/they executed the same in his/her/their capacity(ies)and that by
his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which
the individual(s)acted, executed the instrument.
� signature a d office of individual taking acknowledgment)
JAMES C.MILLER
{dotary Public,State of New York
No.O1 MI6053516
(�ualified in SuHoHc County� �/
Commission Expires January 9,.._, (
Page 2 of 2 �
TEST HOLF DATA SITE DRAINAGE:
l5ubdivision, Young � Young, Surveyors) AREA YOLUME fReqmredl �RAINAGE 87RIJCTURES VOLUME lProvideA
� .DRI Pront Drivema;3050 Sf 3050 SF x.166'Rem=50i3 CF t2I 8'Die x 6' High m/ 50l CP
T�,H. #� T.H. �2 � g 51ab Top lTraf lic eeanng)
��, TOPSOIL TOPSOIL DR2 Gera�eD�321�9P2�6 5f 156'1 SF x Idd' Rein=263.� CF 51ab��T %TraP�fic Searing) �93•B CF
�' 9 oP
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� 6' 6� DR4 House/PatMs IS90 SF �490 SF x.IG6' Rain=24'1.3 C 51a��Top 1TraPf9c Bearmgl �53 5 cF
COAf2SE RED C0,4R5E pR5 1496 SF x 166' Rain=2qB3 CF 8' Die x 6' High oi/ Z53.5 cF
RED SAND House/Pach• 1996 SP Slab Top lTrathc Beanng)
9AND ! GR,4VEL House,Porch and Gerage Routs to have Gutters t Lesders e'4 Dome.L2 ct
12' Gonnected to Undergrand Dramege Structurea fTgpJ 8'�Rmg:42.25 d/Ft o�Hnght
LIGHT SAND t
COARSE GRAVEL ASSUMED
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`p0 \ �.. �{p�� � ._, �,' PROPERTY OWNER:
p MICI-fFtEL & JENNIFER KOKE
�� ' \`'��� ���, 81TUATE: SOIJ?HOLD fBAYVIEW)
T���qr % �� � TOWN OF SOUTHOLD
aa(�a�N �� /� SUFF�LK COIJN7Y, NEW YORK
i ge la �� �� EI+Z9.3'
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�� ^A � � i KENNETH M. WOYCHUK LAND SURVEYING
; �� i� LQ�' j PO BOX 153, AQIJEBOGUE, NY 11931
.'+°R1% � I �� SURVEYED• MAY 29, 2014
" �i� i a � VACAN7 �LEVATIONS: MARCFi Ib. 2015 -
� el i.o' ;' �T , ��j ELEVATIONB REFERENCED t0 NAVD I°IBB
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�2 cu°k�aEr<��O � g PILED IN 7'HE 3LIFFOLK COUNTY CLERKS OFFICE
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�'Q�1oT OF SOUTHOLD � � w 5�����-1�..a_.e�
�'Q�� .p � A FINAL SURVEY 06-09-16
�`��S '� ADDITION FND. LOC. 09-04-15
9�0�, �i FOUNDATION LOC. 07-09-15
ADD ELEVATIONS 03- 16-15
NORTH BAYVIEW ROAD 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCA710NS SHOWN ARE FROM FIELD OBSERVA770NS
AND OR DATA OBTA/NED FROM OTHERS.
AREA: 82,606 SQ.FT. or 1 .90 ACRES ELEVATION DATUM: NAVD88__________________
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY/S A V/OLAT/ON OF SECT/ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSS£0 SEAL SHALL NOT BE CONS/DEREO TO BE A VALID TRUE COPY. GUARANTEES lNDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON H/S BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY ANO LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LEND/NG /NST/TUT/ON, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO TH£ STRUCTURES ARE FOR A SPEC/F/C PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT TH£ PROPERTY LINES OR TO GU/DE THE ERECT/ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER /MPROVEMENTS EASEMENTS
AND/OR SUBSURFACE STRUt,YURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYS/CALLY EVIDENT ON TNE PR£MISES AT THE TIME OF SURVEY
suRVEY oF: LOT 3 CERTIFIED T0: MICHAEL KOKE; JENNIFER KOKE;
M,aP oF: ZOUMAS CONTRACTING CORP. FIDELITY NATIONAL TITLE INSURANCE COMIPANY;
FILED: OCTOBER 1, 2004 No.l 1 166 � , , ' - ULSTER SAVINGS BANK, ISAOA;
SITUATED AT: BAYVIEW ` _
rowiv oF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
� � P.O. Box 153 Aquebogue, New York 11931
r
FILE # 14-$1 SCALE: � ��_ 'Jr�� DArE: MAY 28, 2014 PHONB (831)298-1588 FAX (631) 298-1589
N.Y.S. LISC. N0. 050882 meinleininQ the recorda o[ Robert J. Henneaay de Kennelh M. lloychuk
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insulation�vith an P�-�'alue of 6.5 per inch.A low viscosiEy, "HIG�I YIELD"2,G Ib,closed-c2I1 rnaEerial that is excelle:►t
for insulating, air sealing and noise reductian.It cantr�utes to providing a seIf-adhering,sea�ciless bu�ding ernelope
that reduces air,dust,pollution and pest inflItration.This spray foam has been speciaL�y formulated to zneet the intent of
the International Code CounCil�ICC)bu�lding codes and is used prnnarily as a rnoisture/vapor barri�r,air barrier and
thermal insutation on above and below grade interior and exterior applications.
�uadFoam°20 Arctic Seal"`has been tested in accordance to NPPA 286 according to AC 377 Appendix X for Ignitian
and Tl�ernnal Barrier as nobed; Ignition Barrier not required in accordance to ICC-ES AC 377 Appendix X June 2011;15
Minute Thermal Barrier of 14 dry mills oF DC 3�5 Coating required in accordance tn ICG�?S AC 377 Apgendix X June
2011.TPR2 F10E can also be used as a thermal barrier at 12 mils dry mills,
�, - Spxay Foam Insulakion Advaxxtages Tygical Phy�ical Praperties
• Reduces EnergyConsumption Density 1S to 2.3 pcf
• Conixols Air Infiltration ASTM D-q622
� Vapor Retarder Closed CeilCnnbent � 90%
• Controls Moisture Infiltration ASTM D--1940
� S�tructura]Properties Tensile Strengt7l 42 psi
. � High R value Per Inch ASTM D-1623
• Improves Indoor Air Quality R-value at 1 ir.ch 6.5(90 day aged)
� StrucEurall'roperties , ASTM G518
� Zero ODF • Moistixre �a po r 1.0 perm Q 1,5 in,
For ro er use of this `�`'� �gd �.75 erm 2 in.
P p Quadrant insulating material or � @
any polyurefhane foam, please refer to the QuadranE Air Permeance 0 OOI cfm/ft2
applicationinforrnation and any of the following codes � A� E-22i8
cr guidelines: Di.mensional Stability < 12%
ASTM D-21a6
• API F'ire Safety Guidelines for Use oE Rigid Cornpressive Strength 25 psi
Polyuret�tane and Pol}�isa�yanurate�oam ASTM D-1621 ' �
Insulation in Buildnlg Constrtzction(AX23(1)
Sound Transm:ssion Coefficient 41 (SfC7
� 1CC,Ir►Eernational B�ding Code,(IBC), ASTM E-90-85!E413
Section 2603
NoiseP.educticmCoeffi�i.ent .2(.NItC)
• Internafional Residential Cod�,{IRC), AS'I:VI G423
Secfion R314 ' Flarnn1ability, Flame Spread <25
� Polyurethane artd Polyisocyanuiate Foam ASTM E-84 at�inches Smoke Dev. �450
Insulafion in Building Construction(AX230) ,
�li�i , oU,�ru•
�.�� Report Number: 3459 � � Report Number: �272 _
�
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S qe rvrk�wft(eaeftdttkriatoaamin�tdinfnr�han,tFlJaecssnjapplio:hmi,enoirrn�nenRzirnirditin»r(c.
� JUN � 7 ��9� � " - � .�
� �_ � � � Rev.5-09/3C/2013
�
BUII.DING DEPT.
TOWN OF SOUTHOLD
MAR-13-z015 10:36AM From: ID:BURCER CONSTRUCTION Pa9e.:001 R=94%
Mar 13 2015 12: 40PM HP LRSERJET FRK P. Z
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APPLICA'T�ON FNF�RMi�'I�ON
570RAGE AND [ZSE OF CHEMICALS
Sturagelemperaturns should be5D-BO'F for se��erol daysbeforeuse and 9hoadn ot exceed 90'E.Do nat sfnre in dixect stu�light Keep druxns tighfly
closed when not in use and under dry au or nitmgen preysuce of 1•2 pei after they tiave b�n openr�i,rheif life is six months fxom date of u�nufadure
when etored in original unopated conta3ners at 50-80'F.
SAFE�LANDI�VG OFLIQIIIDCOMPONENTS
Cautiax�,contenta may be under paessiae.Loosenthe amalI bung first and allow any pmssum ro xelsa�epriorte removing.B�omponent map froth at
elevated temperatwes.Avoid pzolonged breathing of vapors.In case of chemical cantact wiih eyee,Elush with water for at feast 15 minules and gel
medicalattention.Forfvrther informahon xefer to"E�IDFBased PolyuretlianeFoamSystems:Gn.idelinesfor SafeHandlit►UandD9sposal"
publicationAX-119 gublished by the AIllance for the Polyurethanes Induatrq,Arlingtr�n,VA.
EQ[Z[P2VI�NTAND COMPOIVENT RATIpS
'fhe mixratio is 1 tc 1 hy volume.'Che pre-heater and hose tealperature s:lould be set at 105-13�F,+/-�F.
APPZICATIOl\�Gi7IDELINES
Qna�oam"2D Aretic 5ea1"is s�iitable for applicatiun io most canstruction materlels induding wood,rnasonry,conerete,and
metaL All eurfacev to be sprayed with foarn should be clean,dry;andfine of oil,greases,dew and or frast.Qu adFoamm 2.0 Aretic 5ea1'"is
recommended for applications whete temperatures are below 40°F and above 0'J%. De not exceed ?inches application
thulmess for cl�sed cell foam for esch leyer.!�.11ow at least twenty mtnutes berween eachpasata alIow frn moling Mult�ple layers canbe
app&ed te reschthe desired thickness and R-valae
Aewith e1lSprayPolpure!}+ane Fosmsystems,proper applicariontechnique6 muet be followed.Bxamplesof impioper techniques inslude,but aze
not limited to,excessive thickness of SP$off ratio matedal and sprayinginto or under rising foarn.Patential results af improperly installed SPF
mclude ciangeroaslp high reacdontemperatures thai may result in fire and offen9ive odors that rnay os may not dissipate.Impropetlp installed
ioam must be removed and teplace d�vii#t propetly instaled SI'E
Foam insulation is combustible,Heat sou.ta:s such as cutting tamhes,space heateis and welde�s must not be used in close proximity to any foam.
FIN[SHED�'O�'K PRaTECTTON
, Thefinished sur6ce of the sprayedpolyuretlinnefoamshouid be protected from sunlight and ultranotet rays,whi�cancausednsting and
discoloration.Ptotectire coatings designed for use x3th palyurethane Foame aze available froan Quadrant Urethane TechnoFagies.
HEALTHfa SAP£TY
Due to the reactive nahue of th0se componenls,vaporeand l�qaid aerosolspresent duringappllcationand for a ahort period themefter must be
cos�s3dered-end appzopria#e proteclive measures taken-to mini m.rp potental risl�frmn overex posure through inhalation,skin,or eyie contact.
Thesepiotectn;e measures irulud�adeguatevettilation,safety training for installers andothex•Norkers,use oF appropria6e personal protective
equipment,an3a Medical swveillance program.All�E[A,h1IO5H and otlier regulahvns(as ap�licable)muat be fD(lowed.See oar website and
MSDS for mote infiormatian.
BiIlLDING CODBS
Euilding codes reqaue the installationof anapproved Ehermal and or ignition Garrier between the foam insnlationand the occupied space�
such as?�i-inch gypanm board or other tested and approvedmaterials.Refer to apecific building codes for details.
QvadFoam�20.auctic Seaf�has been tested!n acrnrdanoe to NFPA 286 a¢oxding tn AC 377 Appendix X for Ignition and Theialal Barrier
as noted;Igsrition Bazrier not required ln aaoidance ro ICC-FS AC 377 Appettdix X June 2011;15 D4mute Thermal Barrier of]4 dry mmlls of
DC 315 rnyuired in arcordance to ICC-FiS AC 37?Appendix X June 2D�1.
7liefn(ortreHon h�enis to ass3stcvs6mere�i derrmining whelher our pcoduds are svitableEoc theu appNcatlors.'Ihe Castcrn�asaumes futl eesponsi6illty for qaaH.y�vntrof,tesNng,and
deeerniliuNon of suftability o[pivducl for Its intanded use or applteation Quedrant Ucethane Tectmoleglee NarraiNs enlythat!he malerials�all tneet its speclflcvtlana;thls wntranty 15 in IieU af aA
otha writ�a,expressed oc uuphed�varranti�and Quadraut[krt}iane iecLnduBiee�rly dlsc]�i.ms anywa rra�t;y ot arrchentab:llty or fltness For a�+attirolarpurpoee. Arcord�ngly,buyer
as�m�a all nsks wliatsoever as to the useoF ihe ma�erinL Buyde euluerve rpex,dy asta enylueuhaF wa�ty,negligence oc othec cla im shail be Umi�d ta the piuchaseprke ef the matenal.
Fa�l�reto edhee to anyrecmnmended proceducea shall:eLeve Qaadranl IhetbaneTeehndag�ee ofall NaMl�t}'w�th respat to iiecrnlerietor R�e use[hereof.
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Rev.S-09/30/2013
MAR-13-2015 10:37AM From: ID:BURGER CONSTRUCTION Pa9e:��2 R=94%
22'-0"
hl®TE&
9'-I II/32" G'-5 5/IG" FREDERQCK
I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER ------------------
PARALLEL PARTITIONS AND AROUND ALL OPENINGS. ,
2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. Beam
3- ALL WALLS SEPARATING GARAGE FROM HOUSE /// // Packet i ��\ \\ \ 10•, (2) #5
TO BE I-HOUR FIRE RATED (5/8'° TYPE "X" GYP. BD.) �/ �� �\ `� "'
Rebar A07ET
4- ALL STEEL GIRDERS BEARING ON P.CONC. // / BASEME \\
FOUNDATION WALLTO HAVE 4"x0xl/2" B.PL. // // 4" Conc. Slap w/ �fi��\ `� °
(UNLESS o-rf-4ERwi5E NOTED) , ,/ 6", IV 10/10 WW ` II #3 Stirrups
r_ i n „ r, einf. (Typ.) iy \ \l VI L e'6"oc (Typ.)
a ALL COLUMNS TO HAVE 6Ox10 A/2 B.PL. 4'-6" I 10" ( 1 p„ zI ' 0 -, -. \ " t - � =J11�► 1 1 0
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(UNLESS OTHERWISE NOTED)
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6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. i I L_Re nf. Conc_. Slab ( Retnf. Conc. Slab I Ln I (2) #5
PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. t I I ht--�a Rebar
1 I w/ Lok-Deck Galy. w/ Lok-Dec GaIv. I I _
�- STEEL SHALL BE ASTM A-36 (EXCEPT r-__---------I i D king Above i Decking Abo e i ` \ toN�� T�
PIPE COL WHICH SHALL CONFORM TO � ; 1 I ... P LiNT 1. 1
ASTM A53 ROUND PIPE). STEEL WORK SHALL 1 I ""' Conc. Ledge I
CONFORM TO THE LATEST RISC SPEC. I Reinf. P. ---- I --�---- - - o Support Slab I (Over Op�nings
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I I I I on Porch Foun anon
I I i I I AUGs 21. 2015
I I I , r--- I I _ �_ ry R31":V.. MAY "1. 2!015'
z I ! t 1 I I 5'-I" 1' O" $ �'-0" 8" 4"-0'" 8" 10' S''I" / .
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8 _� DATE: APRIL 1. 2015
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FOUL II ll PLAN
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2G'-0" 18'-0" �
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26'-0" I6'-O"
- ----- 261-01
FRAMING O ES: (Gable Width) (Gable Width)
I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 6'-5 5/16" 9'-1 11/321, 6'-5 5/16" WINDOW SCHEDULE H E D U L E � �� �� �
3. ALL SUBFLOORING TO BE "ADVANTECH" 3/4" THICK, SUBFLOOR RATED WITH MOISTURE PROTECTION. ALL EDGE OF PLYWOOD ------------------ TOlt—
TO BE ET O OLID BLOCKING. GLUE AND NAIL SUBFLOOR TO FLOOR JOISTS. ROBERT
4.
4. ALL HEADERS 4'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS. 9'-0" AND OVER WITH TRIPLE U RIGHTS. - \ Unit Model R.O.
Area
V
ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4,t WALL # 3 6-2x8 IN WALL OR AS SHOWN ON DRAWINGS. � .;� � � \ Interchang ble Scileen Opng Egress
S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S_ CODE OR AS NOTED a 8'-0" O.C. i� `\and Storm Panels Set s ® TW2l0410 3'-0 1/8'x 5'-0 1/8" Yes
PROVIDE 2 SPACE FOR AIR CIRCULATION IN ROOFS. �� - in Mahogany Frames ,
6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc,) OR AS NOTED ON DRAWINGS. i� \1 \ \`\ 12." Bluestone Ln Bax 50 1/8„
1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. i� yyy _ _ __ \ Cbptng A Porch L-0TW38410 2-10 1/8 No � 0� 1
\arid Terrace
8. ALL FLUSH WOOD CONNECTIONS Sl-IALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. :� /� ,� Rand m Rec an ala \\ Perimeters (Tgp•) @ TW21036 3'-0 1/8'x V-8 1/8" - No
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL REC.IEVE 5-I00 NAILS AT SILL ,�; \Ther 1 al Biu stole \ :\
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. F Set ver etmf. , ro n
I nc. 51.(y TW3$46 3-10 1/8 x 4-8 1/8 Yes
10, PLYWOOD SHEATHING TO BE NAILED WITH 8D s 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. n �� ' GR EN PO :GH \`\ � � 1
11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY SiMPSON 1 - I I �, TW24310 2.-6 1/8"x 4'-0 1/8" No
OR APPROVED EQUAL. _ _ - ,
12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, -
4' Ln
-pa Q TW21042 3'-0 I/8'x 4'-4 1/8" No
ao GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS j I (,Porch Flo r o I
SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR ="
O —t_ �ave� an ea _ __ I
�., PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. __ __ _ __ ___ --- =
I Cedm 'x e e-iw- = 1 --- t o O TW2432 2'-d I/8"x 3'-4 1/8" No
13. ALL MULTIPLE !_VL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 6 24" O.C. I I --
y I (Octa on ! Bluestonf 00 i
14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. On IR tDn I __ _ rag Hearth I - -- t �H TW2032 T-2 1/8'x V-4 1/8" No
15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. Al El 28'-II,/ EI +2 !' pa 5'- __ _ _ _ade
=`-_ --- -V e eer 51 4" (- " 0"
-.L_=' I - — - (J� CXW14 3'-0 1/2"x T-0 1/2" No
q'-0" 4'_01113'-O" _ 18 -O r--•---- -� a 1�( ave) int I � (Alio e) �L- ----
--, A21 2'-0 5/8'x 2'-0 5/8" No
6' 8'_6n 6" 31_6" 6,1 121_011 6_aT _ 6 3 -b - -r Dn IR �, y�
a 1 a I If f Ir tl' D n I R �S1
"� 'k'` _- Dn 2R EI +2.�}'-6 - TWT210l5 3'-0 1/8'x I1-1 1/8' - No
,Al_ I --_- ---_-___ -_ _--_--------- --_==_ - - - - ----- --- --- - -�' o, ' Media `s
I ----__ _— --------- ----__ ------ _ `
12" Bluestone i I I \ - - -- ---- -- _-- - -- -
3' 9 11/16" 9 5/16' 3'-I " 4 5/I 3'-9 Il/16' -
IO
Co in s' P rch ► I EI 30'-I °D -- -------� - -- - --------=-�° - 1 �N� TWT2815 2'-10 I/8"x I'-1 1/8" No
g _Beam eTn�____ 53due.stt=� , 000 _ -
andpTerrac 1 1 \ D (Alio ) C - - --- ---------- Hose
I I OVE EDP RCH _ Hearth - C
Perimeters Tgp.) ib t Q TWT3815 3'-10 1/8"x 1'-11/8" No
1 r n 1 . 1 n •I 1r a
1.... 1..1. .. .......... 6-10 I-8 40 I-8 I 6 -10 6 ®B
o I t I \
Random Rectangular Al
t
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Set Over einf. A (Abaie e)
..
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(Above - Model Numbers Refer to Andersen 400 Series, Clad,
On 2R ; I i �\ _ 6" 2'-8 2' I/2" St-01, �" 3'-0" '-8 1/ " 211, 11 _ -- I B I O High Performance Law-E4 Glass, PG 50 Upgrade
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(A bove) � F c.b sve) + —7 -
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M I o 1 1 I I 1 1 g I I __�� 90 Getrnlg -
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Eitb , _ _ -- .- - IDIll1 Sink j j 1 ! m ISolid, Rush Door)40
I Up I R R :S , i I I I i I I v I I 3'-O'x 6'-8' 'Door)
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-- - --__-- " - 40" Barn oor _ r, i �\ /� - - ! 8 2'-4"x I'-6 I.'2"
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[ASTER BEDROOM] �-- -
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D esse
I i 71LL_ 2.4" 2.4" \'9 On i I t o, :�OUTI•°16J'i.D. NY
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1 I DINING ROOM I 11,E Alio e
-------------- � � TORN OF: SOUTHOLD
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j o 24� 2�' (Ok) icy �\ _ ' i ---, ; ; \\ MI (Abwe)
6 I 23-0 6 2JLO rr. n n ? I l a t n 1 ro ,_ 11 \\ 81
8 4 6 i 6 -6 i ' 14 -8 " ' 6 4 6 6 }
FREDERICK R. WEBEfv?
I 4" P. Conc. Slab ��- --r- -- El + O'-6" \ I ,
o -HQS 41 EAST MAPLE ROAD
t p> COATS I iv \\ Bib ! CsRImENLAWN, NY 11740
10/101 _
I P. Con M WUJf Reinf , Pitch i i '�O"I r-- --- I 52 NCYAC PATH
" " r, " t I ` WATER MILL, NY 11916
1 Apron " 1 to Overhead Doors =„ a \ I _
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x ' Hose
PO 281f - ; `'` TEL 01 '154-5555
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2-2 4 Q(Above)&Above)� i 0 � 611 \�\\ ® (Above) O SEAL:
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3'-0" " 3'-O" 6'-2 1/210 D
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----------- I SQUARE FOOTAGE:
of I o 1 z I Line of - ----------- ------- I
Line of T>
s ' ___LQ_-�" On 2R w I Foundation IST FLOOR:
2666 5F + 126 SF = 21g2 SF
® O 1 v-• B Frame k� 6 ----- - ---- --"
Slab 2ND FLOOR: 64 SF = 2421 SF
1 1 Al 2351 SF + ,
I x I M�(Ab e) a'-0" 5'-4" il'-4" 5'-4" 2'-O" TOTAL: 5023 SF Iq0 SF
2'-O" 4„ ! SCREEN PORCH: ?.S6 SF NE:
aM, 2
On
I _j E319 SF 2
" I —_ i (Cali( Width) GARAGE: * E46 SF
Rlr1/-: MAY 't. 2®1'�i
I o o A _ FRONT PORCH: 48 SF
o t " I DATE-. APRIL Z° 2315
`IA 1 1 o NORTH REAR PORCH: 315 SF
-f--- -- ---------- - I ISTFLOORPLANSCALE: 1/40 = I'-®u.
iv 1
ft
L-------------- -- I ' ` JOB t�Q:
O '°-I ----------------- o a201412
- -- - - - 114 — I,_o„
^ -J DRAWING NO.
Me�(Above)@)(Above)
II" 31-Oft N 3'-O" 3'-0" II1e
[2'-0'
22'-0" 1s,_p11 41-011
(Gable Width) — OF A9
,� - - 88,-0"
FRAMING NOTES:
1. ALL FRAMING CUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER I
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8" MIN. THICKNESS OR AS NOTED. WINDOW S C H E D U 1--•E F ED RQCK
3. ALL SUBFLOORING TO BE 'ADVANTECH" 3/4" THICK, SUBFLOOR RATED WITH MOISTURE PROTECTION. ALL EDGES OF PLYWOOD ��� ��
TO BE SET ON SOLID BLOCKING. GLUE AND NAIL SUBFLOOR TO FLOOR JOISTS. Unit Model # Area
4. ALL HEADERS 6' s� WEBER
-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ,'.:: ....
R.O. Opng Egres
ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN b" WALL OR AS SHOWN ON DRAWINGS.
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ° 8'-0" O.C.
TW210410 V-0 1/8'x 5'-0 1/8" Yes
PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS.
L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ' ® TW38410 T-10 1/8'x 5'-0 1/8' No
1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ,':: ' Roof --
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. i�:' :;�� Q TW21036 3'-0 1/8'x V-8 1/8" No
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A. MINIMUM- ALL 2x6 STUDS SHALL RECIEVE 5-I013 NAILS AT SILL
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. @ TW3846 V-10 1/8"x x 4 8 1/8" Yes
10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 0 4" O.C. EXTERIOR EDGES AND 6D @ 12" O.C. INTERMEDIATE. °I
I TW24310 T-d 1/8"x 4'-0 1/8" No
11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY °SIMPSON"
OR APPROVED EQUAL.
12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, TW21042 V-0 1/8'x T-4 1/8" No
GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS J
SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR@ TW2432 2'-6 I/8"x 3'-4 1/8" No
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 1... " " "
13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 4 8 4 -2 4 -6
H� T1112032 2'-21/8'x Y-4 1/8" No
14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. B I'-I" 2'-6" 1"
...Ga.bl ..End...... .
15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. _
A� 1 RR i o Q CXW14 V-0 1/2"x 4'-0 1/2" No
[I�,AJ; . i?..: :o :. ca —
-....
i A2! 2 0 5/8 x. 2 Q 5/8 No
TE:::�__
1
® TWT21015 3'-0 1/8'x 1'-1 1/8" No
��___ ----- ----- ---------------- -- -----------_ - ----- -------- - - _ I Chimney: a_ - �_. _ 'p 1
�1�--------- -----------------------
---------- ---------------_ ---_--1 c� Roof level ----- - - C4
..i ------==-----------------------=-r ----------------------------- r5hedDor
TWT28{5 2'-!0 I/8'x l'-1 1/8" No
9'-10 1/2" Iii '-0" " 3'-0" IS'_9tt3t_011 " 3'_0" I1' " 2'-10" ropane iv CFire lac TWT3815 3'-10 I/8"x I'-1 1/8" No
A P Shed ormer ivAlRoo inglme Flan 4 1/8"x 4'-0 I/2" (16" No- �'�� Model Numbers Refer to 'Andersen" 400 Series, Clad,
� High Performance Low-E4 Glass, PG 50 Upgrade
Gable Enc = 1 S!mulated Divrded Lite
nRoof � I � �/ F M i L.Y R O O"I _- � •-------- ._..._._____r._.—._...
C3 I f I CQ CSC I J J
DOOR w��C 1 I E D U L
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-' I \ cv 11 I n Width t Height
I U E _ _ -- rA 0 10 1/21 31-01, 3 3-0 i0 1/2
3'-0'x t'-8' (Doan)
rl � I " t " � Front Door, Sidei�tes
�� 21'40" i� 6 8 -8 _ ;
1 -- ==r _ n ^ t o r r
6 V! u r n a- � t r I n � and Transom
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30 Roof I DRAWING TITLE:
- _ -- -- ❑ 28'" I v `r ____---_f _- ® "Therms-Tru", IOOO 3'-0'x 6'-8" (Odor)
(Solid, Flush Door)
Q I Clg. _Hgt. (f) - i : 1 -- "Andersen" — r r 2ND FLOOR
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Line of Ridge ! I L;nc of Ridge __-
(.-.-.-.- -.-. -.-.-.-- - 1--d •—.-------
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Additional '-n
32n Space 16'x-V: 28" _ �k Verifg Operation
64 5F :: B DROOM I
A ;9 ► i4 I }; I \ W - _ —..- —.—.— �—
Line of R184e - - - - - - - `' A
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I�J Cn I / 't Int-2^ 4" 5t-Oil
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200 DEER: PUR
LJ - SOUITHOLD. NY
1 I°�
'TOWN OF SOUTHOLD
I Shed Dormer i \ j /rN8 ig.. t. 8 Cl TOWN::Hg i O SCTM# 1000-7°l-4-Ei.2
t I \ UPI'E ; FOYER
---- (.Open.;to Below)
BE-DRO.OM.,2 ................................. . ................ . ...... .. .. ...... �:
- BONUS R OM `y \ `� % I 15'-6' Clg. Igt. ARCHITECT:
O F
I I I
I I
O A rt r n l l \ t rt " I rt " " „ I r `I' I \ Roof I 1 _ FREDERICK R. WEBER
6 6-0 13,10" \ 6-0 Ib -0 _ 4 28 - _ �{ 15 -8 u, t ` 6t' '-8" 6"° l'-0" 6" 5'-4" 5'- I
I _ o , 41 EAST ~MAPLE ROAD
rn GREENLAWN. NY 11140
$o O ® .... . . ... i = able Dormer YAC PATH
-- 52 NO
YAC
\ y, o• J �\ _— : ------- WATER MILL, NY 11916
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REQ.: MAY '1, 2015
t i............ I I ! ............:
TATE: APRII�L 1. 2015
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-- --- a---n --- --+L- --- JOB NO: w20y412
I I —o ® 1 �
-� ❑ Roof ❑ - DRAWING NO.
- � 2ND L 0.) I� P J... � N NORTH
9'-10 1/2" I 3'-O" L I," 3'-Ot' T-10 1/2"
OF A9
I I,
Clay Tile
F1 r�_Chimney Pot
Gable Pitch w/ ppi�p
12 80' Radius
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Clay Tile NORTH ELEVATION. ELEVATIONS
— --Chimney Pot 1/4" = 11-••00
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\ \ >A►iCHITECT:
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ARCHITECT:
FREDERICK R. WE
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A 41 EAST MAPLE ROA
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GREENLAWN. NY 11140
52 NOYAC PATH
WATER MILL, NY 11916
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P. Conc. Slab above Grade SCALE : 1/4. M I'-Off
JOB NO: w201412
_Q" 2, 0" I4, 2,_ ORAWING NO.
141-00 2V-;.0" 18'-Q"
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I 1` P t ATTIC R
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"Hurricane" Strapps 2x10 G.J. q I 1_ Ice I Water Shield
I on All Rafters (Typ.) 16 oc Building Fier meter 16 oc
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I [' 10" F.G. Batts 1/2 no 1 1/2 Round
R38c, Typ. glum. Gutter j S' Alum. Gutter
6,r I�'_4", �n 4'-10" 12'_01! 1 11611 41_01, I I'-6n 6„ - Hurricane Straps
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12 It-0" do 8'-6" 2,8"
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Steel a. Bearin
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I I I I 1 (6" Exposure)
30# Felt
Ery _ 18r=�i" 6" 13,-0„ 3,_6" 116" REAR_ _PORCH i y 1 L.IViNG :ROOM 9 r I ( \ 6/8" Plywood Sheathing
2x6 Studs, 16" oc
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Foundation Wills O Foundation Wall Found. Wall w/ I is Foundation Wall r w/ Square 2"x2" Washer
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! 8r, IOn 12'_10" 1 " Tap l30 .. E I0 f�.A SEMENT (O" �'. Conc.
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DRAWING TITLE:
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SEC T I ON B. SECTION C SECTIONS
2xIO Ripped for
USweep" on Tp of
2xIO RR. Plywood -
112 Over Joint. - M M 7 Z !1. _21 �2% _ _
2x10 RR, 16" rc_
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Dormer 12 Ga le tch /
5 I/2 o 80 Ra rus 12
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-ARCHITECT:
6 25 on
6" 16 =0 l ; '{ IS -8 6 16 -2
WIC r�2 FREDERiCK R. WEBER
BONUS ROOM BEDROOM I BATH I 41 EAST MALE ROAD
00 2x10 Ripped for 6 in o�e� f:'aREE1�ILAl�W" NY I1140
"s wee on Top of 3/4" Plywood: Subfloor 52 Pl®YAC PATH2x10 RR, Plywood16" i-Joist, 16": oc i �- I I I WATER MILL, NY 1191E
iF Over Joint cn c., I "Hurricane" Straps
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2x4 Soffit Framin 5/8" Type "X" Gyp. Bd. ry16x6oc Plywood to Lap SEAL:
16"oc. 2x6 IE's (All Walls and: Ceiling of 2 8' LT-0-
Garage,
2 O op Wall IR
Gara e, No Penetrations) '�51DAPI
1x6, TIG Soffit g Walls (Typical): ;��"K
2'-8" " Header 23'-0": 6" 201=0" 6n 51_0/1 4ry iI_81, �" " 6" b'-6" 4" 141_8„ 611 41_6,1 6" S,C.
Red Cedar Shingles P�
( -- - (6" Exposure) .1A,, CI M
I =T 304 Felt
i I T 2x6 I,Sttuds,16"Sheathing
GARAGE � DINING ROOM i FOYER o I WIC M STER BEDROOM
6" Stud-
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I I 18R6'1.551, Foam Insulation (RI2, min.)
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3 1/2" F.G. Batts (R13)
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l
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I I I I I
Foundation Wall
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and "Box" Sill 2" Slab
SCALE : 1/4" =
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--------- ----- ff----i i0 I 8" w/ quare 2x2 Washer
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-------------------. Found. Walw/ dJ03 NO: w2014112
Basement ( 1 (2) #S Bars, (2) US Bars,
\ BASEMENT
Star I I Top I Bot. Backfill Top I Bot. DRAWING NO.
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\ ( ( ( 4f P. Conc. Slab I ( 20"xl0" Cont.
w/ 6"x6" 10/10 I I P. Conc. Footing —18"xIO" Cont.
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w/ f?.) #5 Bars P. Conc. Footing
----- ----- I I
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\ e o e o e
-------------
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SECTION
CSP Al
FRAMING NOTES:
1. ALL FRAMING LUMBER SHALL_ BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. FERE!ROCK
3. ALL SUBFLOORING TO BE "ADVANTECH" 3/9" THICK, SUBFLOOR RATED WITH MOISTURE PROTECTION. ALL EDGES OF PLYWOOD / " ROBERT
TO BE SET ON SOLID BLOCKING. GLUE AND NAIL SUBFLOOR TO FLOOR JOISTS. ,
--------------------(3) 9 I/2 LVL / ��
WEBER
4. ALL HEADERS V-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS.
ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 9" WALL i 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS.
S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C.
PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS.
L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. ' a` / \ \` A rRCHOTECT
Z. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ,���, j '� ----------- � ; {�'<
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL.
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RELIEVE 5-IOD NAILS AT SILL
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED.
10. PLYWOOD SHI"ATHING TO BE NAILED WITH 8D a 14 O.C. EXTERIOR EDGES AND 0 a 12" O.C. INTERMEDIATE. j ����\ ,�/ SCR'CE 04C.H 1A9�
II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" -r `�� (2) 2x10 Tie
;
OR APPROVED EQUAL. > t_
12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, I I t
GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS �y , ��8 C.J.,�I6" me I
SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR \ I _ 2x8 --ie w y10 .Ra ter Each Side L
----------
PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. I - _____ -'-u--------- ---------- ---
a- 2x10 .R., 16 oc R.. I6 oc I --
13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C.
1 2x8 Tie / x10 Rafter E ach Side
14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. -
15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81.
i I I I
(3) q I/2" LVL > ! -' t319 :1/2" LVL L------;
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Post Clamp- Top I
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# Bottom (Typ.) I I I '�) 9 I/2" L (3) 9 1/2" LVL (3) 9 I/2" LVL �3) 9 I/2" LVL __-- __-- ------------- __-- ____-- ± ��1
--. ----- -_---_-
COVERED PORCH C I 1
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? �` !' ;1 ;I �T I I; ; LIVING ROOM I I >� -
---- I1 ----
I fill
0D Ill—
! _ r. I
! , � I I..:•. `•. .� !I!" ! I I 1 _ III _ ,�._.-tL
On I
! 91. X18 TJI 3603, 16 ! ! ! I !
JI ! x ILL--_ _ -_- _--- --------- ---------- ---------- !
! !� ! L-----------------------
--- -------------------
CIA
_ -__-_----__.._______ ___.------------------ i
iv !61
�l/2 BATH I :................. I - i ! t 1 _ t o i- e --
! -.. -- IJ L---------�
MUDROO � PANTRY ! a i t I d 'I'
_ )
' -------=-------F '
._ a, � � 1 I
! > ►I! :I: I I DRAWING TITLE:
' LAUNDRY Bearrrig Wal!
I -- --- - i J i , ; I I ; I I °\ I I z__ ; �A _CE BATH / I
I I ; I ► - III I! 1/8"' TJI 560: 12" o.c. I /
! ----- R :S - (R , _ I I i l I _ r IIF--------------------�-- - ---------_--r-_- I / ; 7. C? Lt��
_ ----------.----
1 FRAMING
----- - �• � r � - i i KITCHEN i i �
C�-9I I I ; ( I 05T FLOOR)
; I t c I 1 (3) 9 1/2" LVL ' L4
I , ► , , I I ; (2) 9 I/2 LVL --I� Bearing Wall (2) �! kf2 LVL �� !
_a •0''., 0'I ------
11 �" BUTLER'S ; I I! r LL I I / 2x10 R.R.,
16 TPI 56C, 16 o.c: �- ---� --�� L1. ---- _ , I I I
/ - if I 2x6G.J./ I -JOB:
----
A I = _________-I I _ (2> 16" LVL Under Wal! Abye =___ __-- 2 Bearing Wall (2) 9 1/2" LVL -- (3) 9 I/•2"••L-VL-• 1 I �} �- ^ 16 cc i A
CID1= -----------1=1==-=>°----------------------�-__- --- ✓ ---_--- _;`",� p 6 :0 1 O
AlKE
I r -- ---�\-- 2 ; , 2 1 Al RESIDENCE
LL
C4AT5 -_----- h1ASTE1� E3EDR0 :I:
I I I o o - - ---- 1------- o Q j
I - cs 200 DEER RUN
I I I I N . �_, I------- M ! 5Ot1THC3LD, NY
O ? I i !'I � `�` ! — — � i i 013
TOWN OF SOUTHOLD
J 'OOM MIC Her I SOT?'I 100®-°�°L E .2
Sider I. a.l ,above ,� DINING en III ►I j_ , _ '
_ �y l'I as
I ............................ ................ .
� II ._ ........................ t
---------------
ARCHITECT:
I I i GARAGE: In 013 CID �^,� I•I , I•!`� ` ; ; ----� 1 , • �\ 1
t 'I•
FREDERICK R. WEBER
i i
. I > ; i � - / , , ... � I -11 EAST MAPLE ROAD
C. REENLAWN. NY 11140
! \ i 16" TO SLID, 16" ox:
17 1 I 52 1NOYAC PATH
•� WATER MILL, NY 1191t.II I
I (2) 1 t VL Under Bearin Point cr Valle > i r• ,
It
PO DER I —' — I TEL 631 151-5555
I I r------- �- / iY 0 rweberarchitectsyahoo.com
I I ► ! I (3) 9 V2 LVL , I `� (3) 9 1/2" LVL
! 16., TJI 560, 16 o.c I I I ,
! I I /�/ I `�\ SEAL:
JT
---------------� I I r-----------------------f 1----------------------•----------------j ��,
I (2) _J. Under Wall above I I I I ! � ! i�' �cK p• F
'-------------- I> I.I / ` III 51 ---------------
LL t
I I I I O I= I•IENTRY 'POPCH ` II cv= I i PROVIDE 'SIMPSON' PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. � °
� Ii . .:-
I ! I I 1 I I TO FOUNDATION WALL
I
> 1 I I I I , } ' , I� I•I // �\ III ,
I � I I I I I _..I . 1 1 III , ` 1•I ,.Ifc •,
T_____ -1 77 PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL
I I I _ !
I (3) 9 1/ LVL (3) 2x6 Post w/
r
B k-- ------ -------- -� Post Clamp- Top DOUBLE FLOOR JOISTS UNDER PARALLEL WALLS AND POSTS- TYPICAL.
Al it Bottom (Typ)
1 16" TUI 560, 16" o.c (2) 2X10 MINIMUM HEADER AUC: 21,
2015
I I 1 JUNE 25, 2015
I i i I REV.: MAY 1, 2015
! ----------,-I-
NL FRAMING
I ! I I ! I DATE: APRIL '1, 20'15
NORTH
I I ► ' ( IST F L 0 FLAN �c,�L�:
I --------=--------- I JOS NO: w201412L---------------- I
DRAWING NO.
L-----------------------
a
——-- -- OP SZ ,�
FRAMING NOTES:
I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. REDEROC
3. ALL SUBFLOORING TO BE "ADVANTECH" 3/•4" THICK, SUBFLOOR RATED WITH MOISTURE PROTECTION. ALL EDGES OF PLYWOOD ROBERT
To BE SET ON SOLID BLOCKING. GLUE AND NAIL SUBFLOOR TO FLOOR JOISTS. -------- _ _______
WEBER
'4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. !� """ """""' """""""""" - ��
ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 9" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS.
S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 6 8'-0" O.C.
PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. ARCHOTECT
6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS.
1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. Roof
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. �•'-'
9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL `
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED.
10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE.
II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON"
OR APPROVED EQUAL.
12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS,
GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS
SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/9" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR
PERIMETERS. HANDI-ING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS.
13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 24" O.C.
1.4. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. g j = ..G.ab1 ..End..............
15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. A� I ; : : Chimney
Roof Level
— _- I ----
:'2x10 RR, 16' - �� 2xIO..RR, 14.: LC
-- - ------ =U- (2)-2x10- RR -jr+ii _- - �`��_ - . Eon: : ------ (2)-2x10_RR: ► i i!Q/���.1
---------- - - -- __�'__- -'3C'�-------. - - --_- '--- -_
- ---------------------- ----------a -----.-----
�I I I I Ijr
-----�
I i Al Shed Dormer rn� SheAl
Roof I ,
I i 2xIO RR, 16" oc o I - 2x10 RR, 16" o
o�
---- -ii i ---- Gable End - ------- -- l x12 RR, i6" GSI
f l •------- - _STT -------- I —•-� i
j 1 I Roof 2x10 F 16" oc [14
16" oc F,4h11LY ROOM
2x10 CJ, 16" p�
I Shed Dormer (2) 2>:10 RR �a'� WIC \\ \
BAT \\ \\
� _ I 1/ I �t6 \\ \\\� � I ///� -••�.r--.,�-�..--1..�--�.>--•.i•-..----•..---v--•.i --�...•- �.�--��-�.r-�--V-ter lr��,l�
ED
EBEDRPOM 41
UO ----------�
1
.. ....................... ............ .........i.....
2x10 R . l6" oc \ \ ,/;ff , 1
�2xIO RIR / I BEDROOM 3� \\ \ i /�/ 1 = t
16 oc . r/ v ' IY o •�' "� \ I ,� Gable LL N
bormer t -------- --
ATH 'l 2x10 CJ, 16" �c I v, � \ / .......................
fir-'- In O � _ 2x10 RR, 16" \�c\\ 2x10 RR, 16" oc ///
-- I— I Z i u 2x6 Cot' 16" cc u
o — U WIC I 2x12 RR�\i/"\ oc I / ! o Roof t I DRAWING TITLE:
��� L 2x8 RR, 2x8 RR,
I ' O I / I6" oc 7, 16 (Y I f ®�� FRAMING
cv f LINEN Overla�lr\\\\,\\\
•,� /fOverlay [ i' �' I
I / .�. Roof . �U / .%/ roo( - - __- -- ------- I 2ND FLOOR
(12) 2 lo \� --------� ---------- I /, a I 1 I CJO I � (2) 2x10
{-�, • li '♦ , i ,
I ....S�he�d••iDormer........ .. . I .____�. •-- _ --} 11P+'t' / � 4+
I / Line of midge I I (2) II "1/8 Line of Ridge �.I �' iii -
I : I — —. —.—.—.—.—.—.—.—.—.—.—. .—. ..
! ' 111:
vi
I , I RR, 16 oc nip 1 �,y 1
t c 2xIO R. Id" oc I� 2x10 RR, 16" o I f I f �' `` t I �- .`J"� o x
I - % i fl✓ u
I r. u
I : 7 i � i i� ; I� III ,�/ r1 ./• f ���, BEDROb�( 1
j 2X10 CJ, 16" oc ' t•t ' III Overla r r // ' iii i� c i B TH I I! �t JOB.-
1 � � __ _ � r� I I t y / // 111"
r--- --------- ----------------------- ------ ---- I I RooF , r / -i in of Ridge nl (2) !i T/$" v
A f : f �; I I / / — — —. —.— -.—._.—iii_.— .—.—.—.—.—. —.—.—. A 6�.v
KE
I : Roof I rn I I - — — - --_� -' 111.
Al Bearing Wall - _��_�--- - -- p ul fY o O U Al ��� ��
" ` Post t 6?,/ \ r x iii tY T cv
V_ v —
I :
10 - O I \ 1110
j i i I WIC I �Xi/ / \�? ? '� i ``�♦tu
200 DEED' RUN
1 � �-, m:., 1 ♦
SOUTHOLD. NY
I > o I o o a 2>�IbrRR, 2x{0 RR�. 0' T089lM 01• S01,ITHC)LI?
CIA I I :� :4 �� f� 0 16 oc -� d//8 (g. t. I H t. l . 1 �.
I : Shed Dormer - I , - 9 g__ 111, (2) 2x10}CJ =_____-' o
(1) 2x10 RR . i r - I UPPEf FOYER �'' ---- - _-- ------ -- --- -�rt---------- _ _ " 1 ,HCl"M IC.400-� -4-9"1,2
-__-_-----------cam o' , _ - / / I I o --------- _ - f
--- I t ——— ► 1
-- -_-_- ---- Crs- , -- - . .............. . ...... .... .:.r...........(Opera.It.o Below) f __�.— _ 111 , _ M.._- f _...�... .. �...
BEDROOI°1...2..............i�!. . _ r (� . � � ril I I
I I � �� -- I
O i p O p _ oo j I Ili f /� 2x6 CJ, 16 oc I I ARCHITECT:
BONUS R OM cv i x cy c - cy /
2x10 RR, 16" oc 2x10 RR, 16" ac i AT 2 ,tr, =I t 2x8�RR, , 2x8 R�R, I I
I Post \` 16" oc / 16" oc / O Roof t t 41 EAST MAPLE ROAD
D
I I I I , . q) I , N , cv 1 I GREENLAWN. 'NY 11140
�• /rr 2x10 RR. •v I 2x10 RFI, 16" oc ` i e ...................... I
2x10 CJ, 16 oc I I i i Gable Dormer F_________ 52 NOYAC PATH
1�416" oc
MATER MILL. NY llq'I6
.. .............. . ........ ............. .......i....................... ..... 1
4- , I ... TEL L31 "15i-5555
I �,\......... ..................... fuieberarchitect9gahoo.com
(3) 9 lh4 LVL I t `
2xIO !6" oc
I 2x10 I oc
I i i i i i I f I SEAL:
T�AP
(2) 2x10 RR _I L------ I !� ryL• Gj�
I I
' ------ ---- -------- ----- ----
. Shed Dormer I _. ao I
able n
pn t � �
-�- ',`;rib
2x1 RR,116" cc „ I 4x10 dR, 16" oc i i Roof
'
I : � 2x10 CJ,I 16„ oc � Roof � -------------------
••I .
-=-------------------
t � Roof 1 : I
I : I
B
Je-
� 1 : 1 '4
I : l U o V I : I AIIG 2 15
1 : I JUNE 25. 201E
I : I � adI : I
I : I REV.: MAY '1. 2015
I :............ I I I : I
(2) 2x1.^) MINIMUM HEADER SIZE SATE: Ia9L 'i. 201!
SCALE: 1/4" - 1'-Or
1 ' ----�
JOB NO: u201412
---1t-- -----a—e--"- -+L--_
I I ----- - I I -- R" 00F
DI�AWIAdCt 9NO.
Roof ❑ 1 - FRAMING
( 2ND FLOORPLANS NORTH
I/4n = Ir—orr
OF 52
I
SITE DR�11N,4GE:
,4REA YOLIJME (Required) DRAINAGE STRLICTIJRES VOLIJME lProvided) D R�4 lU I N C� S C H E D U L E ������Q��
DRI �ront Dr�veway: 3050 S� 3050 SF x .I66' Rain = 506.3 C� �2� 8' Dia. x 6' High w/ ��� �F ������
DESCRIPTION
Slab Top (Traffic Bearing) a\i �����
DR2 Garage Drivewag: 1266 SF �587 SF x .166' Rain = 263.9 C� 8' Dis x 7' High w/ 2q5.8 CF ^ �3 •�� �1 SITE PLAN
Garage: 321 S� Slab Top (Traffic Bearmg) �' EI +28.3' A2 �OUNDATION PLAN
DR3 Garage Drivewag: 930 S� 1�80 S� x .I66' i2am = 295.5 C� 8' Dia x l' High w/ �q5.8 CF �0 T �
Garage/House: 850 S� Slab Top (Traffic Bearing) O��� ����� .C1 A3 IST �LOOR PLAN °�, [r�i��t���(��j
8' Dia. x 6' High w/ v
��� House/Porches: 1490 SF 1490 S� x .I66' Rain = 247.3 C Slab Top fTraffic Bearing) 253.3 cf A'4 2ND �LOOR PLAN
� �'�� A� ELEVATIONS
1496 SF x .I66' Rarn = 248.3 C� 8' Dia x 6' High w/ 253.5 cF � � / \
DR5 House/i'orch: 1496 SF Slab Top lTrafFic Beanng) � � � � A6 ELEYATIONS
� � � .�.
� � � A� SECTIONS
Fiouse, Porch and Garage 12ooPs to have Gutters t Leaders 8'� Dome: 62 cf � � � \
Connected to Underground Drainage Structures (Typ.> 8'� Ring: 42.25 cf/�t of Height �� � � � � � ���. A8 �INISH SCHEDIJLE, TRIM
$ � �
o ^ �� � EI +28.6' o � � � � � � Aq CODE DETAILS
�^ `
�� � ��G� � � � � � � � �� SI 2ND FRAMINC: IIST �LOOR)
.� 5�� � - � � � � � � \� � S2 ROO� �RAMING (2ND �LOOR)
GG�55�R � � / � � � � � / \�\ \ � � EI ELECTRfCAL IST �LOOR PLAN
�� � � � � � E2 ELECTRICAL 2ND �LOOR PLAN
� � � � � �
Ei +25.8' �
� � � � \ � nnn
, � U
T�ST HOL� Dr4T� , — ' � � / ����GK' � � / �«,�t of � \�� � � �. OT �1
\ ' NG�p�,1� 5 � ' - -_ _ _ C!,saring �� \ � �0 01- � I�t S��C� v
R� � — — � _. �
T.H. #I T.H. #2 � , , P� � ��� �� —����.\ �i +2s.3� ��\ �o' � �
� �
� ' � � � � "4
� �, TOPSOIL I TOPSOIL \ � � � /� �.� � � �
� � � � � /�/ � � \�� �
FINE S�ND L0,4M � \ � � �� � SS �
CLAY 4, � �� � '� \ �O o
6 \ � � � � ���s �J�J
\
6 � \ / � �� ��•�
COARSE RED COARSE � \ � � � � '� � � �� �
LOT 3
RED S,4ND S,4ND � GRAVE� \ \\ � �� ��/�,C/ ��C1,`c,_ � � �
� \ \ � � � � � 9.
i2' l?� \ � � �
LIGHT S,4ND � � � / \ � S � �
S�NDSE GR,4VEL � O \ �\ .� �. ��T� � �
\ �
� p0 �"4 �
I�' I�f' � \ \ � �. �� �
� �.� �. \� \ � O
\\ � \ �. �\ � \ �
�
�\ \� ,�DR31 EI +28.0' 1� \�� � � �I +21.�4'
� � \ .- '" `�_,C� 1. � �
,, \ �
� � ,,,-'_- �� ��� �\ I \ /
IT d �
1-0 I �T Lim�t of I \ �\ C.I. \� \ S �N \.\\ � � / �
Clearing� \ Inlet .\ � Lrmit of �/ DRAWING TITLE:
�XISTf NC� Sf�1C��.� � � Cement � 1�pRCy _`^`�r _�\ I Clearing / , � SITE PL,4N
��41~1f�.Y DI.U��LINC� � � was� ,4rea 3 i DR�i) /
,assuM�o �U/ PUBLfC IU�TEfi� � � `,,_,, I �
DATUM I' MIN. � 2' M,4X. TRA''FfC � ���i �� i ' • I � �
F� EL +30.3' CONCRETE LOCKING CAST BE,4kING I � '4!'ea d9e �� �p0 i /
CHIMNEY DEPTH IRON COVER SLAE � �r �3 D F sT0 S'�� �
�TO CsRADE EL +28' � � �4r�a"°9e �...RIVFIU,q Y fi R�M��'Y � � /
I N V E R T �{"� A P P R O E D . \ #r� ari pea . '4 J�//L Y � G i / ,�
EL +26.3 ,� „ � Gr��e� .. � � . �
PIP�. i/'f i'ER �T. „ „ �4 � APPROVED COVERET� �II+28.3 �\ G� �� u1�LL�� ��O / � ��
MIN. PITCH :� PIP�, I/8" PER �T.
INY�RT � � p MIN. PITCH � 1. � nlet (S/ �G ���3� 3 G '41QE SS �. � / O O��� JOB:
� �� �EI +27.6' o. �, -:
25.8' - , � � �`.\ F� F � � , 4/�$ SF � / EROSiON £�SEDIt�EP�'T CO"�OI.�
:9 - LIQLIID � INVERT �\ . � . � , KOKE
p �9 DEPTH _ — �� +25.3' I�VVERT i �, , 8•8 'p , � ,� Shali inciude but not be limited to:
�LOW � SE TIC � �L +25.0' � N . \ �� �—` .-� $' �; ����$• �, , � / A weil maintained Construction Entranc� RESIDENC�
BAF�LE T,4NK <r � � l� \ �.3� 2� �� �.--�i ��� � . / �
(2000 G�L.) i (2) LE,4CHINC� � � \� � �`-'� � �� � ��` ' ' / Wire 8acked Silt Fencin stabilization &
; � O �
....................... . ... � T FP1�/C
� POOLS p � (p � � �, _,_` ....����, '�M,��� ' Seedi fe edan rin o
!.. ,
, �� j ��
� � '! �.�\ .\ ��i Stockpile / / / � 'ng o xpos d/o ' active s �'�, SO�HDOLD, NY
� � (550 S.F.) ! � (p � � _ _ _ _ _�.:._�__��. - �\ _ � ` � � ,`7 _� \ Area . �
pRAI(�AG'�1{"NSPECTiONS ARF_REQUiF;ED TOWN OP SOIJTHOLD
�
i , i � ` ,��,e ��xp`� ;Cp �� � � �-�� �'� � �`�_ �I i / Contact TOS Engineerin�;,:�: 7�5-1560 befor� SCTM�t 1000-19-4-17.�
i 3 MIN. � � ���a'��' �. `._?' i Cp� j � ,� Backfitl, ,
�COLL,4R � � �e .. ao,� � � � � �' OR Provide Engineer s Certification
� � �. .� � � � � / that the draina�has been installed to Code�
� � � �� ,� � �6 , ARCHITECT:
i i \� o��e C.I. �R/ � \ � � � / i� PROPERTY OUJNER:
i � � � Inlet Tan p a�w�4Y ;' � � / ,/ MICH�4EL � JENNIFER KOKE 4REAST� MAP�E ROAD
� � �
� I � ••.,: ... . ., .. SITUATE: SOUTHOLD (BAYVIEW)
I I . ', G�°vel � cv / GREENL�tWN. NY 11�40
� / � ::.:�,.:`:,...'�;,'- � 8e� S� °- � � / � EI +28.3� TOWN OF SOLITHOLD 52 NOYAC PATH
� SUF�O�K COUNTY, NEW YORK
� 3 (MIN.) TO HIGH � � '�•:•�.' � 9�an 8/oc r� C.I. �� � � WATER MILL. NY 1191L
i SEASONAL GROLINDWATER i `\ �:. R: ,.. �� k Curb�h� �� Inlet � ( , SURVEY INFORMATION: TEL L I �5 -5555
� �� � • , i � / I KENNETH M. WOYCHLIK L{�ND SURVEYING 3 4
, ....
L� ----—� � �: :*:.:�' ��—�� '� i � �/ 1—Q T 2 PO BOX 153. �4QL1�80GUE, NY 11931 fweberarchitectsyahoo.com
�___- "_______________
, „ , „ , „ ',;.•�: .�;: DRI I ' ,i , � . SUR�(EYED: M,4Y 28. 201�f
10 —O 8 —O 8 —O c� � �'";.�: '��'� � � �� i I � v�4C,4NT ELEVATIONS ADDED: MARCH I6, 2015 SEAL:
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1. �LL �RAMaI�G Lu�B�� I-i,4LL �E GRADE ST�Mt'ED DOUG�AS �IR-LARCH STRUCTIl�'AL C.��'�D� �lo. 2 0� BETI'��' UJ I��O W �t...�T�f���1-�
2. ,�LL SH�ATHfHCz TO B� �P� RATED. �XPOSU�� 1. 5/8" MfH. THICKN�SS OR �OS NOT�p. 6'-� �/a�" �'-1 II/32u 6'-� 5/16" ���[��r�Q��
� ����������������.� T 4I L�����
3. ALL SUB�L00R1?dG TO BE "ADVANT�CH" 3/�° THICK, SU��'LOOR i2�4T�D tU17H �10iSTU�E P�OTECTfON. A�� �DGE OF PLYU100D � � �
TO BE �T d OLID BLOCKING. GLI�E �ND NAiL Sl1B�LO0R TO FLOOR JUl5T5. - � �" � �rea
� � ' Urnt 1'1ode1 # R.O. �pn9 �9�e �.�,�� �
_ • �
�f. �4LL HEADE�S 6'-O" AND OVER SHALL BE Sl1PPORTED U1fTH DOIJBLE IJPRIGHTS. 9`-0" AND OVER U11TH TRI('LE U RIGHTS. �� � �� fntercfiang le 5c een
ALL HEADERS SHALL BE A MINIMUM O� 2-2x8 fN 'f" WA�L t 3-2x8 IN 6" IUALL OR AS SHOIUN Ou DRAU11NG5. � � . � O T1U210410 3'-0 1/8'x 5'-D 1/8" Yes
� and Storm Panels Set
� 5. SOLID E3LOCKING SH�4LL B� PROVIDED �OR ALL J0l5TS �4P�D FLOOR BEAM� A5 P�R N.Y.S. CODE OR A5 NOTED � 8'-D" O.C. �� •� � � ��. �it�\i"(ahogany Frames -
PROVID� 2" SPAC� �OR A(R CIRCUL�TIOt� IN ROOFS. � � �
� �� `� 12'' Bluestone � O TU138410 2`-!0 I!8"x 5'-0 l/8" No �,`�����[���
6. DOU�L� FRAMIt�G ARDUND OP�N9NG5 (Skyhghts, 5tarrs, eteJ OR AS NOTED O�l Dt�AWlHGS. � i� _ __ Copmq � Porch � -
l. DOl1Bl.E 11P �RAM{t�G tINDER ALL �'OS7S ANd PARALLEL PAR7ITIONS OR A;� NOT�D OAi DRAWINGS. : i� �,�'� -- - --- �`��o ��arid T�rrace ;4 oC TW2I03b 3'-0 I/8"x 3'-8 1/8" No "�"'
8. ��.1- fLUSF� !!lO�OD CONh1ECTl4NS 5F��LL BE �f�`�TE(1�D 111iTt-f E?A7�D GA�YRNfZED M�TAL CONi�d��TO�S k3Y "S{M�'SON" OR APPROV�D EC�tl,Ai�. �� � �� ti �, `� -- Rerimetecs fT ) � - _
.� t�and .m Phec an �I� 9P•
i: i �Ther AI B!u stayt� � �. :�
�. f�AILINt� SCHt�DiJL� al-{ALL BE A� P�R TH� N.Y.a. �t11LDl1�Cs CnDE AS A �if�lMt�4�. �ILL 2x6 5TlJD5 St�ALL f�ECi�4'E 5-!OD h1AiL5 AT afLL F\ � �ieL ver �crn€'. ` ��. � s� : a TUJ38'i6 3'-10 I/8"x �'-8 "1/8" Yes
AND FI.ATE. �LL EXTERIOR N�ILS SHALL BE CxALV�+iVfZ�t). � �. nc. \ t--- _
!�. PL.YW�OD SE-IE�THit�r.� TQ B� �1�IL.En �UlT�f 8D � �" O.C. ���'�RIO� �DC��S l�N� �f� � !2" O.C. I�T��M�C�l�T�. � :� �'� ' ` C�= -� PC? ri-� �� �� � � `�
C) ` , O ?W2�310 2'-b I/�°'x 9'-0 1/8" �lo
li. ALL ROQ� t��F7�RS SNAL!_ BE AT"fACHE� TO Tf�� PL�4T� AND STllD U�ITH GALVA�tlZ�D �IU�;RIC�N� TYP� CONNECTO�S �Y "�IMh'SON" i � � .�- - ---- �_.__-_-- -..�'" i M
OR APPF?OVLD EG2u�L. - -----�-
� : a - _ ��'e _____���.__ ; ��� � 1�'-0" 4'-0" � TUl210�2 "a'-0 1/8"x �`-� 7/8" No
12. �LL PRE-ENGIKE�R�p LLIMB�R SHALL BE "TRll55 JOIST" TJI SERI�S WO�D-I-BEAMS �ND LVL PRODUCTS OR �G2UAL. �LL JOfSTS, � j ` � LPorch i=10 r o � �
� GIRDERS AND HEADERS SH�1.L HAV� BEARfNG 5Tlfi��NERS IN57ALL�D �4S P�R MANUF,4CTUR�f2'S R�COI�MENDATIONS. U1EB STIFFENERS � -_ � --- __ --- � _
51�ALL BE R�Ql11RED AT ALL LOAD AND BEARING POINTS AT A MINIMIJM. A SI1dGLE I 3/�f" LYL RIM JOIST SHALL BE REQLIiREU AT �LOOR __ I � Q TW2432 2'-6 I/8"x 3'-9 l/8" No
xbYt#� �_- � �'� �� ea _
� PERIMEI'FRS. HANDLING, ST�RAGE, AND ERECTION OF COMPONENTS SHALL BF AS PER MANtJFACTUi2ERS RECOi�1MENDATIONS. � -�j Ced�n � �� Z�� � j �
N �
13. �41.L MU�TIP�� LYL PRODUCTS W/ STEEL i'LAT�S TO H�V� 2 ROUJS 4fi I/2" DI,4, GALV. MACHIN� BOLTS fl 29" �•C. Dn IR �pn � _ __ � tnay a on I ��earth n� � ---_ �i -�- i -� HO 71U2032 2'-2 I/8"x 3'-4 l/9" No
19. PRQVIDE Fli�ESTOPPING �T ALL LEV�L P�N�TR�TIONS. -=- ---* •-'-- � -�'"-==T= ---- -�� - � � � :
Ve eer w � _ ^ �: 2�.�p�� � J CXWI4 3"-0 I/�°x 4'-0 V2" No
15. F3�II?GING TO BE PR�V(DED i�OR ALL JOISTS AND FLDOR BE�4I1S. SP�CiNG N�T TO �XCFFD $'. ,q-� �i ZS'-II" EI +2 � � - �� �„ �,_ " _ i o � �1 � ` _-.r-_ �
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���M��� �o-r�5:
I. ALL �RAMlPlG Ll1T1BER 51���L BE GRADE STAMPED DOUGLAS �IR-L�4RCH S�fRl1CTllR�L GR{tD� Na. 2 OR BETT�R �
2. �LL SH�ATHfMCs TO B� �tPA RAT�D. �XPC��Uf2� 1. 5/8" 1�EPl. THfCKh1�SS 0�; AS NOT�D. t�J I I�,D O� S�i-f��t,!�� ���������
3. �L� SUB�l.00RiNG 70 BE "ADVANT�CH" 3/�f" THlCK. SUB�LOOR RAT�D W(TH f1019T11(2� PROT�CTIOu. ,�LL �DGES 0� i�LYlU00D
TO B� SET 01V SOLID BLOCKING. GLl1E AND NAIL SLIB�LOOR TO FLOOR JOISTa. ___ �lrea ������
�4. �4LL HEADERS 6'-O" AND OYER SHALL BE SUPPORTED WfTH DOUBLE LIP�IGHTS. 9'-0" AND OVER IU�TH TRIPL� UPRIGHTS. '� ��•�=����• '� "• �•�'• � � '• •� ��� ��� ' • � ,;�� Urnt P'lodel # 12•O. Opng�gres ��� �
. •......� ..: �
ALR HEAD�RS SH,4LL BE A MIN(MI�M O� 2-2x8 IN 4" IUAL� t 3-2x8 IN 6" IUA�I. OR AS SHOIUN ON DR�hIUfNGS. ���:�`�
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5. SOLID BLUCKIKG SHALL B� PROYID�O �OR ALL JC�ISTS AND FLOOi2 BEAMS �5 P�P. N.Y.S. CODE OR AS NOT�D � 8'-O" O.C. �•�-�� �•:�� O TW210�10 3'-0 I/8`x 5'-0 1/8" Yes
�.•�'.�' ••.�•.�
i'ROVIDF 2" SPACE �OR AIR CIi�CULAT101� !N ROOFS. , . .. : \
�.�•'�•' ••.'�.�
6. DOUBL� FRAI�ING AROt�ND OP�NINGS lSkyl�ghts, Sta�rs, etcJ OR A5 KOTE£) ON DRAt�iPIGS. �.•:..��
������` 0 Tu�3��ro ��-io vs•X 5�-0 7is�� uo ����1�'1���`t�
,.::�:� ��:...:.
l. DOIJBL.0 UP �RAhfIhlCa IIND�R ALi. P�5T5 {�ND P�4f:ALL�L PARTITIONS OR A5 1dOTED Cyhl DRAtUfNGS. '•'��'' Roof '����-�
�.•�.•� .. .� -
8. ALL �LUSH �100D CONN�CTIONS SH,4�L BE Fl�STEt�ED IUITH RAT�D GA1.V��lfZ�I) 1�ETA1. CONN�CTORS �Y "Sli"(P50N" 0� ,4�'PROY�D EG2�AL. ��:��"� ����'�` �C TW21036 3'-0 I/S'x 3'-8 l/8" No
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�. NAILfNG SCF��DULE SH�LL E3E AS P�R THE hi.Y.S. BUILDING COD� A5 A MINIMIIM. �LL. 2x6 5T11D5 SHALl. RECIEYE 5-IOD P�IAILS �T �ILL �� � �'��:;�� --
i.�•.�•
AND PLATE. ALL EXTERlJ�; NAILa SHALL 8� G�41-VANfZED. ��'�� �'���:� � 7t�384� �'-(0 I/8"x �'-8 l/8" Yes
)0. {'LYt�000 SF�E/�7HING TO �� �l{�fL�D �l�T'H �D � �" a.C. �XT�RIOR EDGE� �NI� �E� � 12" Q.C. (NT�R�i�DIAT�. �:.:° � :::;�
�: :
II. ,�tt,L ROO� PA�TERS SH�tLL SE �i7TACHED TO TH� PI_�TE ,�IND STUD IUIT�4 GAl.V,4NIZED HIJ�RIC�4u� TYP� COA�NECTOi�9 BY "91MF':�ON" �:: ��� � T�12$330 2'-6 1/8"x �'-0 �!8" Aio
OR APP62�VED EQLI�L. o:: ::i
12. ALL PRE-E�IG(t�E�R�D LUMB�R SHALL B� "TRUSS JO(ST" TJI S�RI�S lUOOD-I-f3�AM5 �4ND LV� �'RDDUCTS 4� �QUAL. ALI. JOISTS, �' � � �� � ����
�� � ::I O TUJ210�f2 3'-0 I/8"x �'-4 7/8" No
GIRD�RS AND HEADERS 5H,4�L HAV� BEARING STI���NERS INST�4LL�D �S P�R MANUFACTUR�R'5 R�COMt�EAiDATIONS. UJEB STI��EN�RS :;i
S H A L L B E R E Q U f R E D A T A L L L 0,4 D A N D �3 E,4 R I N�, P O I N T S A T A MINIMIIM. A SINGLE I 3/�4" LYL R!M ,�OfST SHALL BE R�QUIRED AT FL00� i.�.: ::I
PERIf1ET�RS. HANDLIUG. STORAGE, AND ERECTION OF COMPONENTS SHALL 6E �S PER MA�lt1FACTURERS R�COMhiE�lDATIONS. �:°: ;::� O TW2432 2'-6 I/8"x 3'-�4 1/8" No
13. �4L1. MULTfPL� ILVL PRODUCTS lU/ STEEL �'L,4T�S TO H,hVE 2 ROlUS OF I/2" DlA, G,41_V. h1,4CHIN� BOLTS � 2�" O.C. '� -�� '��-2n �� $� 9`'2� ��-6"
I�f. PROV(DE FIRESTOi'PING AT ALL LEV�L PENETR�4TIONS. � �; - �/g�X 3�-q -��gtl
l i • O Tt112032 2' 2 No
B : ,_„ 2�_6��....1,,..:.:.G.aba ..�nd.:.... �.'�z'=�" ��_„ :.
15. E3RiDGING TO BE PROVIQED FO� Al.L J0151'S A�ID FLOOR B�AMS. 5P}�ClN�C x NdT T O �X G�E D 8". �.� � : : :� �� . . : : �-���: ; ::
�-': R : ' : : R� ;:i p O CXU114 3'-0 I!2"x q'-0 !/2" l�lo
t �: : �� ��(��c tc : : ,
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I. �+LL �RAMiNCs LUi18E� ShEALL BE Gi�AD� ST,4M�'ED Dc7UGL�S �IR-�ARCH ST�UCTURAL GR�4DE No. 2 OR B�TTER
2. ALL SH�ATHfNG TC� �E APA R�TED, EXPOSIJR� i. �/a" MIN. THICKNESS OR AS NOTED. ���������
� 3. ALL 5l1BFLO0i�iNG TO BE "ADVAN7ECH" 3/�4" THICK, SIJB�L00R RATED tUITH M015TURE PROT�CTION. ALL EDGES OF PLYUJOOD ��`� (3) q�l/2"~LYL �� i � ^'`�' (/���J���/�1C�����'7
-T Y{9`mf/Wf6{Gi��
TO BE S�T ON SOLID BL4CKING. GLlIE AND NAfL SUBFLOOR TO �LDOR JOISTS. � �
�4. �LL HEAD�RS 6'-0" AND OV�R SHALL B� SUPPORTED WITN DOU�L� UPRIGHTS, °!'-0" AND OYER IUfTH TRIPI.E UPRIGHTS. ,'� ------- -- � \`� ����
ALL H�AD�RS SHALL BE A MI1dIh1lJM OF 2-2x8 IN 9" WALL 1 3-2x8 IN 6" IUALL OR AS SHOWN ON DRAWiNGS. ���ti � � �;� �U,�\
5. SOLID BLOCKINC� SHARI� B� PROVIDED �OR ALL J015TS A�ID �LOOR BEAMS AS P�R N.Y.S. COD� OR AS NOT�D a 8'-0" O.C. � �' � � J �
�f�OVfO� 2" SPf�CE �OR AfR CIRCUL,4TIOK IN ROO�S. ��\�'Y �`� �� � ��`�l�\
6. DOtJBLE FRAMIMCs AROl1ND OPENINGS fSkgirghts, Staics, etcJ OR A5 NOTED ON DRAWINGS. � � � / ' �'' � ��(����'[��`1(
l. DOIIBLE UP FRAMING LlNDFR AI.L POSTS AND PARALLFI. PARTITIONS OR A5 NOTED ON DRAWINGS. ,��"��' ``� �-----�-----�� � {�-,���
8. ��L fiLIISN lUaO� CON�lECTIOPIS Sf��LI BE �ASTEN�D WITH RAT�D G�LVAN(ZED M�TAL GON�EECTOl2S �Y "51MP50N" OR ,4PPROR(�D �QU�L. �� �/ ,' �� � i `� \`ti` `�
�. NAILIhlG SCN�Dt1LE 9�#,�LL �3� AS P�F: TH� N�Y.5. BLlILDfMG COD� �4S A MlNIMUM. A�.L 2x6 STUI�S S�a,�l.� R�C{�OIE 5-IpU NAIL� �T 5'Li. �� ;/ �i' �� � j �ti °�' \\.� ��
AAiD E'L�TE. {��.L EXTE(�IOR NAi�S SH��L B� GALVAN!"X.�D, i ` , � -; � ��`� -�
, � �
!0. PLYui00D SH�ATF�ING TO �3C- N�IL�D IlllTH �n � �4" C�.G. �X7�t�lOR EDGES AN[� 6d � P2" O.C. lNTERM�DIAT�. u' � ����` ,' �����E._ O�'CH �� �`��P o�� i
il. �LL ROO� �AFT�RS �H�iLL F3E ,�TT�4Cf-9ED TO TI-��E PLATE A1dD STUD IUITH G�!-Vl�NIZED HIi��IC�NE TYP� CONNLCTOi�S BY 5iM['5�N �� ` ��� (2) 2x10 Tce � c� s �' ������� ' �
OR APPROV�D EQt1AL. i) � � '� __ >_ .- _ I;
t===�____=_=��==F�==: _—��-��'_-�—� � I
12. ,4LL PRE-EMCsINEERED LllMBER 5NALL B� °T�115S JOIST" TJI SERIE5 WOOD-I-BEAMS AND LVL PRODUCTS OR EQU�4L. ,4LL J015T5, i J � 1 \����S C.J.\�I6" mc ����� I � -! I
G(RDERS AHO HEADERS SH,4!_L H�YE BFARING STIFFEK�RS INSTALLED AS PER MANIJ��CTIlRER'S RECOMMENDATIONS. W�B STI�FENERS �N � � � : ; �
SFf�1LL B� REQUIRED AT ALL LOAD AHD B�,4RING POfNTS AT A MINIMUM. � SINCsL� I 3/4" LVL i21M J015T SFiALL B� REQUIRED AT FL00� � � I 2x8 �'Ee w �c10 ,R2 ter Eacfi Side
� �------------�----=c ` � �
PEi21M�TERS. HAND�ING. STORAGE, AND ERECTION OP COMPONENTS SHALL BE AS PER �1ANUF,�CTUREf25 RECOMMENDATIONS. i� _'___ -__„_______-���--------- ,-, ------ �
�� 2x10 �.R., 16 oc .R., 16 oc � - �
13. �LL ML1L7fPLE LVL PRODUCTS W/ �TEEL fi'L,�T�S TO H�VE 2 ROUJS O� I/2" D1/�. GALV. MACHINE BOLTS � 24" O.C. � •�
I 2x8 Tie /�x10 i�after ach 5ide � � -� �
I�. PROVID� �fRE5TOPPING AT ALL LEYEL P�NETRATIONJ. " --- - --- __1._____ : c� �
� --__�=____- _ .
}3 '� - - _ --==T==_��_- =___-------
15. BRlDGIN� TO i3E PROVID�D �Oi2 AL� JOI5TS �ND �1.00R BEAMS. SPACING NOT TO EXC��T� 8'. �-� " ! i i � y i
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���MiNC� i�C��`�S: I
I. �LL FRAMING 1.UME3ER SHALL B� GRAD� ST�MPED DOUGLAS fl�:-�ARCH STi2UCTURAL Gl2ADE No. 2 OR �E7TER
� 2. ALL Si�EATHING T4 B� APA RATED, EXPOSUR� I. �5/8" MIN. THICK�d�SS OR A5 NOTED. ����p�����
3. ALL StJBFLOORiNG TO BE "ADYANTECH" 3/�f" THICK, 5f1B�L00R RATED IUiTH MOISTURE PROTFCTION. ,4LL EDGES OF PLYUJOOD �����`�'
TO g� 5FT ON S�OL(D BLOCKING. GLUE AND NAIL SUBFLOOR TO FLOOR J015TS. ��� �
9. AL� HEADER9 6'-O" AUD OVER SHAL� BE SUPPORT�D U11TH DOIIBLE 11PRiGHTS. 9'-0" {�ND OVER IUfTH T�21PL� UPRIGHTS. ���:� '� ' ' � ' ' ' ' ' � ' " ' �� �' ' � -:��
ALL HEADERS 5H!ALL B� A MINIMl1M OF 2-2x8 IN 9" UJALL ! 3-2x8 IN 6" U1ALL OR AS SHOIUN ON DRAWINGS. �••'�•�� ����`
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�. 50LID BLOCKING SHALL B� PROVIDED �OR ALL JOISTS AKD FLOOR SEAMS AS P�R N.Y.S. COD� OR AS NOTED a 8'-0" O.C. �•����� ����`
PROVfDE 2° SPACE P01� AER CfRCIILATfOt� iPi R00�5. �.�:��'� �•.�� �
6. DOi1BLE FRAMING ,AROt�ND 09'ENINGS (5k 6 bts, Stairs, etc.) OR AS NOTED ON DRAUJlNGS. ������� �'���` �r�t V��1�����
9 9 �.:�::� '•:.�.:�
l. DOLIk3LE IJ#' FRAMIING 11ND�R �tLL PO�TS AND PARALLEL i'ARTITI01�5 0!� A5 NOTED ON DRAIII!NGS. ��::•'� ''�'7O� ����::��
8. ,4LL FLLISH 1U00D CONN�CTIONS SH�LL EtE ��STEAl�D U.I(TH R,4T�D GA�V�4NIZ�D M�TA�. CONNECTaRS BY "SlMi'S0N" OR APPi24VED EG2UAL. ��:���� ����:��
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ANI� PLAT�. ALL �XTEI210R NAILS SHA�L �3� CaALV�kN6ZED. ' !`:�.�� •�.�:�
10. �'LYWOOD 5H��tTIHING TO BE NA(L�D UJ{TH 8D � �" O.C. EXTE�IOR EDCa�a �iND 6D � 62" O.C. PMTERM�DlATE. ���� �:°�
�: :
II. {tLL R00� R,4FT�h?S 5H,4LL BE ATTA�H�D TO TH� PLA?E �hlD STLID WITH GALV�NlZED HUPRIC�NE TYf E CON1v�C?ORS BY "SlMf 50�I" � :: �: �
Oi2 A�'PROY�D E�Q►�AL. � �� �:I �
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12. ALL i'RF-FNGINEERFD LtJMBER 5H,4LL BE "TRUSS JOIST" TJI SERICS WOOD-I-BEAMS �ND LVL PRODUCTS OR �QUAL. ALL JOIS�fS. � :; ��� j
GIf2DERS AND HEADERS SHALL.HAVE B£ARING STIFFENERS INST�LLED AS PER MANt1�ACTURER'S RECOMMEUDATIONS. W�B STl�FENERS i:: ��� '�
SNALL BE REQUfR�O AT ALL LO,�D AND B�ARING POINTS AT A MINIMl1M. A SINGLE 1 3/9" LV� RIM JOIST SHAL� BE REQl�IRED AT FLOOR i:.: ;:.!
i'ERIM�TERS. HANDLING, STORAGE, AND ERECTION 0� COMPONENTS SHALL BE AS P�R M�4NU�ACTURERS RECOMMENDATIONS. i:°: ,..i
13. ALL MULTIPLE LVL i'RODUCTS lU/ STEEL PLATES TO HAVE 2 ROUJS O� I/2" DI�. GALV. MACHINE BOLTS � 2�4" O.C. j � ::�
l�f. PROVID� �112ESTOf'1'ING AT ,4LL LEY�L PEN�TRATIONS. g i : :...........:.G.ab] ..End.............. ::I
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DESCRfPTION ��'�
Slab Top (Traffic Bearing) Q i ��B�R
Garage Dnvewag: 1266 SF �587 SF x .ILb' Ram = 263.4 CF 8' Dia. x 7' High w/ 2qr,g CF ^ �3 ,U` �� SITE PLAN
�R2 Garage: 321 S� Slab Top fTrafFic Bearing) !.
. E� +28-3' A2 �Ol1NDATION PLAN
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Gara e/House: 850 SF Slab Top lTraffic Bearing) A3 IST �LOOR PLAN Q�j��j]Q�'���
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House/Paches: 1q90 SF Slab Top lTraff9c Bearmg> 253.� cf /
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House/Porch: 1996 SF Slab Top (TrafPic Bearing> � � / � � ,A6 ELEYATIONS
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SEPTIC T,4NK: 2000 G,4LLON (10'� x 5'-O" DEEP) #2 C � ,� � S � p�)�\ ,:�. .�; .' � �OT AREA: s2,60� S� �.;;��,,_�:� � , ,�
LE,�,CHINC� POOLS: ��O S.F. SIDEUJ,4LL ,4REA CU�,BCR�T� ��Q � '��'��'�;�=��������; � � ZONING: AC �'�, ' ��' .;'`�", '
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Dra,nA Ex,st C�4 Fi1/S p�T „ '�• .y � �:� ��'� LOT COVERAC�E: �171 S�/82,606 S� = 5q REV.: MA� l. 2015
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L=I�1�.�� SCALE: i• _ �o�-o•
Y,4RDS: IACC�SSORY, 80,000 S� t OVER)
MAX. AREA: 82,606 S� x 3% = 2478 S� JOB NO: w201412
S � T � � � � � NORTH M,4X. HEIGHT: 22'
SID� # RE,4R YARDS: 2b' DRAWING NO.
DORMERS: �40% O� ROO� (MAX.)
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NOTES: 6'-5 5/16" 9'-I II/32" 6'-5 5/I6" ��[��D[��4C��
I- DOUgLE ALL �LOOR JOISTS AND �R,4MfKG UNDER ��------------------�\ CR�OOI�C�I��
PAR,4LLEL PARTITIONS �ND �4ROUND ALL OPENINC�S.
� - � �lEB�R
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2- CONCRETE TO BE 3000 PSI A�TER 28 D,4YS. ��� �� �� ��
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�{- �4LL STEEL CaIRD�RS B�,�RINC� ON P.CONC. i� i� `f�� P. Cornc. Slab w/ _' �� �� '
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i
�
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�{'-6" r� �� �� 6,-L" ��_�4" 5'-O" .I�_,�„ 6�-6" �� 8' �1
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� � Slab Above � �
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l- ST�EL SHALL BE ASTM A-36 (EXCEPT � � : � � � �
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PIPE COL WHICH SHALL CONFORM TO �o ; � � � - I -
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I. ALL FRAMING LIJMB�R HALL BE GRADE STAMPED DOLJGLAS FIR-LARCH STi2l1CTURAL GRADE No. 2 OR BETTER 2 -�� 22'-0" 2'-0" '
2. ALL SH�ATHING TO BE APA R�TED, EXPOSLIRE I, 5/8" MIN. THICKNESS OR AS NOTED. 6'-5 5/16" 9'-I ll/32" 6'-5 5/16" UJ� I V��W s C �� � u L � ���D����A�
3. ALL SUBFLODRf NG TO BE "ADVANTECH" 3/4" THICK, SUB�LOOR RATED WITH MOISTURE PROTECTfON. ALL EL�GE 0� PLYWOOD " ----------------- " ��'
E � CKING. GLUE AND NAIL SU��LOOR TO �LOOR JOISTS. . ��� � �� ��I��I��
9. ALL HEADERS 6'-O" ANO OVER SHALL BE SLJPPORTED WITH DOUBLE UPRIGHTS. 9'-O" AND OVER WITH TRIPLE U RIGHTS. � � ��'"""""'-'�"""""' "�""�"""""""""' � llrnt Model � R � Area � �e �EBER
ALL HEADE�S SHALL BE A MINIMIJM OF 2-2x8 IN 'f" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. i� � � �'\ �� Interchang le Sc een Opng 9
5. SOLID BLOCKING SHALL BE PROVIDED �OR ALL JOISTS AND �LOOR B��4MS AS PER N.Y.S. CODE OR AS NOTED � 8'-0" O.C. i� � � `�and Storm Panels Set O TW210410 3'-0 I/8"x 5'-0 l/8" Yes
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PROVIDE 2" SPACE �OR AIR CIRCLILATION IN ROO�S. � � �
6. DOl1BLE FRAMING AROUND OPENINGS fSkylights. Stairs, etc.) OR AS NOTED ON DRAWINGS. i� � �� 12•" Bluestone � BO TW38�410 2'-10 I/8"x 5'-0 l/8" No Q�(��]Q�[�(��
�. DOUBLE UP �R�4MIHG IJNDER ALL POSTS AND PARALLEL PART1710NS OR AS NOTED ON DRAWINGS. �� __ __ __ Coping � Porch u,
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8. ALL �LUSH WOOD CONN�CTIONS SHALL BE �ASTENED WITH RATED GALVANIZ�D METAL CONNECTORS BY "SIMPSON" OR APP120VED �QUAL. ;' ,� � Rand m Rec ang}ila �� P,��rimeter.s lTyp.) � O TW21036 3'-0 I/8"x 3'-8 �/8" No
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9. NAILfNG SCHEDULE SH,4LL BE AS PEi2 THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STLIDS SHALL RECIEVE 5-IOD NAILS AT SILL \ � 5et ver eimf. � ' `,,
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALYANIZED. '` O TW38�f6 3'-10 I/8"x �f'-8 l/8" Yes
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10. PLYWOOD SH��4THING TO BE NAILED WITH 8D e �4" O.C. EXTERIOR EDGES �IND 6D � 12" O.C. INTE�2MEDIATE. j �� � � Ci2� E�1 PO CH \�� �� � � '
II. ALL R00� R,4�TERS SHALL BE ATTACHED TO THE PL,4TE AND STUD WfTH GALVANIZED HURRICANE TYPE C�NNECTORS BY "SIMPSON" I � � j '� O TW24310 2'-6 I/8"x �{'-O l/8" No
OR APPi20V�D EQUAL. � � � � . `"
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12. ALL PR�-ENGIN�ERED LUMBER SHALL BE "TRIJSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODIJCTS OR EQlJ�4L. ALL JOISTS, � � �� � �' ` bu � - q -0 Q TW210�f2 3 -0 I/8 x 9 -�f l/8 No
-ao GIRDERS AND H�ADERS SHALL HAVE BEARING STI��ENERS INSTALLED AS PER MANU�ACTURER'S RECOMMENDATIONS. WEB STI��EN�RS � : � � LPorch Flo r o � : � '
SHALL BE REQUIIRED AT �4LL LOAD �4ND BEARING POINTS AT A MINIMUM. ,4 SINGL� I 3/'f" LVL RIM JOIST SHALL BE REQUIR�O AT �LOOR : a � an ea � � �
� PERIMETERS. HA�NDLING. STORAGE, AND ERECTION O� COMPONENTS SHALL 8E AS PER MANLI�ACTURERS REC011MENDATIONS. � __ __� '�_� �__ ��'n ��- __- -- ___ � ^ Q TW2�432 2'-6 I/8"x 3'-9 7/S" No
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13. ALL f1l1LTIPLE LVL i'RODLICTS W/ STE�L PLATES TO HAVE 2 ROWS OF I/2" DIA, GALY. MACHINE BOLTS � 2�f" O.C. • � (Octa on I Blueston� � � j � O TW2032 2'-2 I/8"x 3'-4 l/8" No
Dn IR • •n I ray Hearth i
I�f. PROVIDE �IR�STOPPING AT ALL LEVEL PENETRATIONS. B Grade '� __ __� ___ _ _____=t- ____ _�� -1 --- ` � �
15. BRIDGING TO B� PROVIDED �OR ALL JOISTS AND FLOOi2 BEAMS. SPACING NOT TO EXCEED 8'. � �� � I' 0" 5'- ° , � _ , 51 � I - : 2 70 � u , „
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i x � o `�' ,'' � `��,�y 30„__--- - i (Oak) i =
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i i � � I 2'�" 2�4" I I ��� Ope� to `�6 Dn i p � 'v-
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- � o � �RONT PORCH: �g g� DATE: APRIL �. 201�
� I � � i � NORTH REAR PORCH: 315 SF
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�R�4MI1�C� NOTES:
2. ALLL HE�ITHINGMBORBEHAPA RATED DEXPOSURE D D 8�G�NSTHICKNE SHOR AS NOTEO G�ADE No. 2 OR BETT�ER W� I�l �O W S C�C D U L �
3. ALL SUB�LOORING TO BE "ADY�4NTECH" 3/�" THICK, SUBFLOOR i2ATED WITH MOISTURE PROTECTION. ALL EL1CsES OF PLYWOOD ���D�����
TO BE S�T ON SOLID BLOCKING. GLUE AND NAIL SUB�LOOR TO PLOOR JOfSTS. _________ �rea �0���4
4. ALL HEAD�RS 6'-0" AND OVER SHALL BE SLIi'PORTED WITH DOUBLE LIPRfGHTS. 9'-0" AND OVER WITH TRIPLE IJPRIGHTS. !� �� ����������������•������•••�•�• ��� ��� ��• ��• •�• ��• � �` Unrt f1odel # R.O. Egre ����R
�,:�.: �� �:�.� Opng
ALL HEADE�2S SHALL B� A MINIMLIM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. �.�'�'� '•�'���
5. SOLID BLOCKING SHALL BE PROVIDED �OR ALL JOISTS AND �LOOR B�AMS AS PER N.Y.S. CODE OR AS NO1"ED � 8'-0" O.C. ������� ���\� O TW210�410 3'-0 I/8"x 5'-O l/8" Yes
PROVIDE 2" SPACE �OR AIR CIRCIJLATION IN i200�S. !��.��� ���:�� '
6. DOUBLE FRAMING AROUND OPENINGS lSkylights. Stairs, etc.) OR AS NOT�D ON D�AWINGS. ,!��.��� �����.�� BO TW38�f10 2'-10 I/8"x 5'-0 l/8" No Q�(��04[�(��
7. DOUBLE UP FIRAMfNG UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINCsS. ,!;���� Roof ���:..��
'������ ������` OC TW21036 3'-0 I/8"x 3'-8 l/B" No
S. ALL �LUSH WOOD CONNECTIONS SHALL BE �ASTENED WITH RATED GALVANIZ�D METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. �.��.�� �.�.�
i.��.�� .��.�
9. NAfLING SCHEDIJLE SHALL BE AS PER THE N.Y.S. BLJfLDfNG CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECI�VE �-IOD NAILS ,4T SILL '���•�� �����•�
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. ��'' '� �'�`� O TW38�46 3'-10 I/8"x 'f'-8 7/8" Yes
10. PLYWOOD SH��4THING TO BE NAILED WITH 8D � �4" O.C. EXTERIOR EDGES �4ND 6D � 12" O.C. INTERMEDfATE. �'��� '��
I: ; '����
Il. ALL R00� RaFTERS SHALL B� ATT,4CHED TD THE PLATE AND STl1D WfTH GALVANIZ�D Hl1RRICANE TYPE CONNECTORS BY "SIMPSON" �: : :: � O TW2�f310 2'-6 I/8"x �f'-O l/8" No
OR APPROVED EQUAL. ��� : : i
�::
12. ALL PRE-ENGINEERED Ll1M8ER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BE�1MS AND LVL PRODIJCTS OR EQLI�IL. ALL JOISTS, � :: :: � O TW210�{2 3'-0 I/8"x �4'-�{ 7/8" No
GIRDERS AND HEADERS SHALL HAVE BEARING STI�FENERS INSTALLED AS PER MANU�ACTURER'S RECOMMENDATIONS. WEB STI��EN�RS �: : : : i
SHALL 6E REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIi1UM. A SINGLE I 3/4" LVL RIM JOIST SH,4LL BE REQLJIR�D ,4T �LOOR I:.: ::�.� O TW2'f32 2'-6 I/8"x 3'-9 l/8" No
PERIMETERS. HA,NDLING, STORAGE, AND ERECTION O� COMPONENTS SHALL 8E AS PER M�NU�ACTL1REi25 RECOMMENDATIONS. �:°: , „ , „ , „ � n , u :�:I
13. ALL MULTIPLE LVL i'RODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF I/2" DIA, GALV. MACHINE BOLTS � 2�f" O.C. '� -6 g -2 �f 8 �{ -2 �f -6
� � : HO TW2032 2'-2 I/8"x 3'-�f l/8" No
I�f. PROVIDE �IRESTOPPING AT ALL LEYEL PENETRATIONS. g : �'-�" 2'-6",..,�°,. �° 2'-6" I'-" � � '
....C�.abl ..�nd...... .. .... ::
Ib. BRIOGING TO B� PROYfDEO FOR ALL JOISTS AND FLOOi2 ��AMS. SPACING NOT TO EXCEED 8'. � : �
�� R . .. �: �: .�.� . ..� � .: � � Q CXWI'f 3'-0 I/2"x �'-O I/2" No
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I --------------------------------------------- ---------------- -------? : ih Roof I�Cv�el � ----- ---- ' cv . : � '
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9'-10 I/2" �� ► '-p° ° 3,-0" 15'-9" 3�_�" ° 3'-0" ': 1�2" " 2'-10" ..� J ropane ` � i� C �
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� 13 8 I 'f -6 6 12 -6 �{ 6 _ � _ 21 -�0 cv 6 � -8 ,� � O f2) I-4 x d-8 (S.L.) `-i
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= � � � 30 ❑ i , �� � _ � Roof : � ;j, DRAWING TITLE:
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� � O I � �'+ n I�R _ � _ \ 3O, 3O ------� --
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I : � � Line of Ridge I I Line of Rrdge �I � �' i
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i � i� � � `r 28 � / I � � SOUTHOLD, NY
i : Shed Dormer � ! � � � / I �•�ii�8' Ig. t. 8' I . H t. � TOWN OF SOUTHOLD
`, � _J � \ ` � UPPE1� �OYER ��- ------ -- -- � - SCTM 1000-19-4-11.2
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- BONUS R,�OM N � `�' / I � ` � � : i ARCHITECT:
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6" 6'-0" 13' �0" 6'-0" 6" 16'-0" 4" 28" " � I5'-8" ;j, i �� �� , „ „ , „ �� Roof : � FREDERICK R. WEBER
� _ 4 � _ 6 �4 -8 6 7 -0 6 5 -4 q - : i � 41 EAST MAPLE ROAO
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� ��.. _ �� I � i\ on All Rafters (Typ.)
12 i i , _� B�DROOM 3 _� H,QLL B II r�ng BEDROOM 2 \ ��\ i I2 � � `�\
� I-0 6 � 8'-6 � � a� � u � ,� �� - � �
`� � , ------ � i ��.12 2�8 ��� I 8 �4 1/2 i , ', ` ` i �
. �
� � � � I � �l � I ��% � � � � �\ � I
I �
-'��/ �� „ � � � � � II �/8" I-Joists, � �\ �\� � I � ,i/�,� ' ` \ \ I
� � ��� `
,�� : Hurricane tr�ps I 12 oc. Typ. � ��� � i ��� ,�k �,� ``� � ,�� �, ��
,�,-' on All Raft rs�(Typ.) �\ -__�� ��:� �4 i F �� ' - � � �-�
�� ------- ---------:--------� � - I �� � / II �� \ U
~ ----- �' ^ �— — —T-{ — �n �
---------- rr--------- — I u,_—�_
I; —��--
� : ' '� I�1
6"2'-I . 6n - �„ � _ _ i i
�„ - � I Plywood to Lap 2 �
„
. � 2'-g,� �_�w
I I � I -� � � � -� Top Wall ie \=/
I �'� � � I :
Walls (Typical>: �
I : i � `„ 21'_Q„ � `�
� � � ' Bearin � � Red Cedar Shmgles
I w/ (2); 3/4" x II' �a�� g I I �� �� � � ��� �� (6" Exposure) �
� Steel �?I. =i � i � � =i � � 30# �elt
� : � ���� � � : : -
� � `�� �''�. 18'=6" 0 �¢" 13';0" ° 3'-6" 6" ' #2E,4R PORCH � � � LIVING :ROOM o � I I � 5/8" Plywood Sheathing �Q
� � I I I 2x6 Studs, 16" oc
� i KIT�HEN DIKING j � j � � � �
r� � „ . I � � � 3 �� „ : � � � 2 � 2" Closed Cell Spray �
�� � '�3/�f Rywd. � � � � 3/�{ .Plywd. i i Foam Insulation (R12, mrn.)
'' I Subfloor Subfloor " n n (�
�� u stone I I � i I I �I I i 3 I/2 �.C�. Batts (R13) I I
,:, � p of Subfl. II l%8" -Joists, �+- � ` � � I ll 7/8" I-Jois s, �- � u u
;:; � t +23'-6" �2" oc;��. 9P• � � � � 12" oc, Typ. ; � � 5/8" G9Psum Bd.
� � -- ____-
__��
, I , �-Shrngle �lare 0
- ------ -� •�. - : � ' =
Csrade� ' ------ ;
�� ��� e � � � � � � � . p Copper Termite Sh�eld 9.
Reinf. P. Conc_ 2x6 Pressure Treated Sill,
Slab � � � Sill Seal -�
2 Closed Cell
2 Closed Cell � � � Insulation on I/2"xIG" A.B.. 32" oc
Insulation on 10" P. ICdnc. � p Foundation Wall w/ Square 2"x2" Washer �
P. Conc. ` �oundation Wall �ound. �lall w/ � and "Box" Sill
I �oundation Wails � and "Box° Sill (2) #5 �Ba�rs, � 'o�- „
10 P. Conc.
� $° 8�_l" �0° �8�_�4° 12'-10" � �� Top 8 Bot. � � N BASEP1ENT � O
� I I � Found. Wall w/
� � � � g „ (2) #5 Bars, �
I I I �� 2�_pn � P. Conc. Slab To 9� Bot.
i i BASEMENT � � „ �, p
.,. I .�. w/ 6 x6 10/10
�J . � �" P. Conc. S ab � � � , � , WIU� Reinf. lTypJ :
�---- � � w/ 6"x6" 10/I �'.� I I � 22��Du
WW� Reinf. (T p.) � �.. 20"x10�' G�ont. I � � 20"xl0" Cont.
I --------------------------------- i P. Con�. �ootmg � i : � P. Conc. �ootin
'�' ------------------- -------------- ------------------- ---�-- •;• w/ l3) ,tt5�Bars �� .�. -- ------------------ - '�' w/ (3) #� Barsg
' ' ' � � ' ' ' —� ----� . . . � .
� � DRAWING TITLE:
L_____J
S � CTI�O.�I � SECTIO�1 CC S�CTIONS
���-� _ ��-o�����. ���-- _ �--o„
2x10 Ripped for
Sweep on Top of
2x10 RR. Plywood
f� Over Joint � � �
�
2x10 RR, 16" oc �
i JOB:
Dormer �2 Ga le tch /
2 �o R. „ o ��� so Re ��s 12 RES(DENC�
5 I/2� �Bui -up for
Cu ed we p
AT�IC 13 i ATT:IC i
�,�-� � � 200 DEER RIJN
� � SOUTHOLD, NY
i i
o TOWN OF SOUTHOLD
2xlo CJ, I6" oc � � SCTM� 1000-�9-4-I1.2
5'-2" 5'-2" 5,_ „ 5'�-2,�
i
6�� 2r��_�� 6�� 16�;On �. �� ,� �...qu i 151,_8�� � `�� �2,_2,� ,�,� ��_ON bd i 3�_6�� `p ARCHITECT:
�� WIC i i _� i FREDERfCK R. IUEBER
: BONtJS ROOM � - BEDROOf� 2 � � 0O _ � B�DROOM I BATH I 41 EAST MAPLE ROAD
7' 6" � , i GREENLAWN, NY 11740
2x10 Ripped for ,1, -
"Swee p" on Top of � 3/�4" Plywood: Subfloor :a- ;,r : � �� : i i 52 NOYRC PATH
2x10 RR, Pl wood „ �; : �- „ „ WATER MILL. NY 1191L
y 16 I-Joist, 16 : oc � � : �� � $� � Hurricane Straps
fi� Over Jomt cn , ,
�'' II �/8" I-Jnist. 12" oc �,-' � � ���, on All Rafters lTyp.)
: : � '. --------- :,.---- ' - r-��- � `� TEL L31 �54-5555
: �- , ,
� : : � ,- : = ____ �, � fweberarchitect�yahoo.com
2�6 Soffit Framin 5/8" Ty e "X" G Bd. I
16'"oc, 2x6 f�'s (All lllallspand: Ceilmp of . 2'-8" '-0" � 2x6 C.J. Plywood to Lap
,t 9 16" oc Top Wall i� S���-=:�,,��..,
Ix� TEG Soffit �3) II �/8 Csarage, No Penetrations) Walls fTypical>: �'�' ��a� R�����
2'-g�� ,� Header 23'-0" � 6" 20�_��� `„ 5'-0" �4" :II'-8,� ,��� �_ n `N 6�_6„ ��� ��,_8,� 6 3�_6�� `� �:,` Q�' •�n.�•'� �.�,` ��
,� �_
i2ed Cedar Shmgles
n r'� 41�'e ( `�,,,�1.h
� (6 Exposure) f� ' ' � �r A �,
i 30� �elt � - '`�
a" ` � ` � 5/8" Pl wood Sheathm '�
Cs,4RAG� a- DINING RDOM I �OYE� 0 WIC 1'1ASTER BEDROOM 2x6 Studs, 16" oc 9 ����`"v�� >>
� � I 4�s. , ; ; C3. �^:
6" Stud � i Mam i '�'T:- '�'�
lUall � � Stair 2" Closed Cell Spray � � E ;� `
� � 18Rm .55" �oam Insulation (R12, mmJ ,�
� i 3 I/2" F.G. Batts fRl3) �
„ � :�- j � � :- i 5/8" GyPsum Bd.
� P. Conc. 51ab � � II �/e" I-J:oist, 12" oc � �.�„
�-�'�b'=�Q/��_�a �__ __=s s�= Shingle Flare
l�einf. P. Conc. WW� Reinf. P.rtch � � o
l�pron ' _to---C2v��-head--D�oors--= ----=-------- ' '
--------------
�i : : • � • r . .
�.-- --
��- --------�-----------�------ ----=-------- � � i : i i
: � � � � . p 2x6 Pressure Treated Sill, REY.: MAY 7, 201�
r� Compacted Fill�� ' � � � � � ' 2" Closed Cell Copper Termite Shield t
� I � � I Insulation on Sill Seal
o � � � o � � �oundation lUall �/2"xl6" ,4.B.. 32" oc DATE: APRIL 7, 201�
si � � I � � � � and "Box" Sill w/ Square 2"x2" Washer � ' ,_ N
SC,ALE : ��4 I O
8., ; ----------=------- 2'1'=1Z),r---, — ' 10' i : I i : _ i �� , „
• � : � � : I I � �O P. Conc. JOB NO: �u201412
. --------------------� �ound. Wall w/
�� � i i i g,qSEMENT Bas ment � � (2) #5 Bars,
� � To E Bot.
�'�. � I I � I I � Sta r I I P
� _----- : : 15R 7.9" i i DR,4WING NO.
�- , i i i
`�\ � � ' � � �" P_ Conc. Slab � �
� � i i w/ 6"'x6" 10/10 i � 20"xl0" Cont.
`� � i � � � WW� Remf. lTyp.) i � � P. Conc. Footmg
����. � i .�. � ---------- .�. w/ (3) #� Bars
� L_______ � ____ __________________________________ __________________T—_�_—_________—___—__--__—_______t--___—__—_ --__— �
—_
���� \� � ' � �--� i i �--- � � ---� . ,. . Q
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���n — �,—�n
OF A9
� f N � S � S C H � D U L �
SPACE �LOOR BASE CHAIR CROWN WALLS CEILtNG HGT. REMARKS
� �
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X Q � v � � ^ ��
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ap � I-LJ U-I LL.I U w a-� O �6 � v s ,,vj L ����Y Y�
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W � � � �a � � � ,� q � � � _ � � � z �
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a- a- � � � � z � � W � ZO � \ � U pz � z z o~c i w � � z0 p a W ~ ►— —w+ O
cY
0 0 0 1- i m � oo tr H U z v .0 �r- tr z � � � > _ ► F= �n z U � !A � � F- z �
�OYER � 8 8 � 8 � � 10'-O" Wall Paneling (�ull Hgt> �
COATS � � � � � 8
POWDER ROOM � � 8 � � � 8 10'-O" Horiz. Bd. l'f2" Hgt) ;�
� MBR H,4LL � � � � � 10'-O" �
OUJIC (Her) � 8 � � B 10'-O" �
.� wic cH�s� 8 � � � B io�-o,�
�" M,4ST�R BEDROOM � � � � � 10'-0"
~ M,4ST�R BATH � 8 � � � � � � 10'-0" �lamscotmg (�f8" Hgt)
cn
LIVINC� ROOM � � � � � � 10'-0" Beam Cedmg
DINIt�G ROOM � � 8 8 8 � 8 10'-0" lUall Panelmg (�42" Hgt)
BUTLER'S PANTRY � � � � � � 10'-0" n n n
2 3/�4" U
KITCHEN � � � � � � 8 � � �0'-0" Beams w/ Ix6 V-Jomt Cedmg
BRE,4KFAST � 8 � � � � � �p'-p" Vert. Bd. 66" Hgt �
P,4NTRY � � 8 � � 10'-0" �
MUDROOM/C0,4TS � � � � � 8 � 10'-0" Vert. Bd. 66" Hgt n n n
H�lL� BATH 8 � 8 � 0 io�-o° � ii8° U
LAUNDRY � � � � B 10'-O" �
SCREEN PORCH 8 8 8 � � Beam Ceilmg
�,�R,��E e � e � � �f" C i�O U1�1 �
M,4fN STAIR � 8 � � � � Varies Wall Panelmg (�ull Hgt) fo ����� Ci�0�J�1 (Standard) (SM�LL/8��4MS) �
REAR STAIR � 8 � � � Vanes UJall Panelmg 1�f2" Hgt)
UPPER H,4LL � 8 � � 8 � 8 8'-O" Wall Panelmg ('f2" Hgt) PULL SIZE FULL SIZE �
�Ah'fILY ROOM � 8 � � � � Varies BECB lx6 Ceding
LIN�N � � 8 8 8 8'-O" LJ
� BEDROOM I/ CL � � � � � io�-o�� �
� B�TH I � � 8 8 � � � 8'-O" �lamscotmg 1�48" Hgt) O
J
u- BEDROOM 2/ WIC � 8 8 � 8 8'-�"
0 BATH 2 � � � � � � 8 8'-O" �lamscotmg f�6" Hgt) C{�P �
CZV B�DROOM 3/ WIC � Q � � � 8,_�„ MOULDING
B,4TH 3 � � 8 � � � Q g�-p° Wamscoting (48" Hgt)
BEDROOM 4/ CL � � � � � 10'-0"
- BATH �4 � � 8 � � � Q g�-p�� lUamscotmg (48" Hgt) COV�
DR,AWING TITLE:
BONUS ROOM � � 8 8 � Yanes
� FINISH SCHEDULE
CAP C�P MOLPILDING 3��p MOULDINC�S
QC BAS�M�NT � � � � � � MOLILDINCs IiI MOULDING
J MECH�NIC,AL � � � � � � HEICsHT I
� fTYPIC L)
W
_ U �AC� OF
COVE W�`�'�'�
cov� cov� _
�
� , �
� _
— JOB:
�
Ix6 HORIZ. Ix6 T�G KOK�
SHIPLAP V-CsROOYE RESIDENC�
2 ��2„ WAINSCOTING �/ NICK�L VERTICAL '
STIL�S � • JOII�T BD. (OPTION
RAI�S W� g�,qp� 200 �EER RUN
„ SOUTHOLD, NY
/ I
��8„ TOWN OP SOUTHOLD
/ BACK GYP. BD. SCTM# 1000—�9-4-11.2
- BAND
� \ ARCHITECT:
� �
FREDERICK R. WEBER
� I/4" 41 EAST MAPLE ROAD
� , VENE�R GREENLAWN. NY 11140
� � PLYWOOD 3��,- 52 NOYAC PATH
\ M ALL EL�CT ICAL RECEPTA LES WATER MILL. NY 119'iL
� _ m
� TO B� INST LLED
HORIZONTA LY IN B,4SE
� g�Np ��8�� �� �� I iOIILDING (U LESS OTHERWI E TE� L31 154-5555
= NOTED> � fweberarchitect�yahoo.com
\ 2�3/'f„ 3��„� 5 I/2" �3/��4" 2 3/�{„ N 3 I/2„ I/�f" NOSE $ .o r
�
_ C O V E SEAL-.{� `_�4 '°��
� PANEL � ���"'�'•=��'�
UJINDO�U . � UJINDOIU/DOOfi� MO�DING A�� ¢,�� �, ��.
B��M—TY�. I���4D � � � � �.o � , ,
ll t1�' L� �� �� F: � j
�, _ ��-O° C�"-t S I I V�— T Y I- . BASE�u NDERDG � �� ,r+.,r �� �t � i,
�„�� �TS
3 Half �ull Size �� �� REC�PT CLE OVER '
Half Full Size � � � � SHOUJER CURB, � �� ��,
2 3/�4" . x �4 1 2" W. CABIHETS, ETC. ``��=°���'� �
Ix8 Ix8 5/'fx8 5/�fx8 vn .�� ��/�
BASE BASE BAS� BASE (TYPICA ) ,iT* ' ,�, �,,"
� �
. � � . ; �q. �
�
�
�
�
- �
tr -
Note: N � `�
Wfiere Wmdow Shcs \ m
Occur Directly _ m SHOE
Above Countertops, � I/2" I/8" I/8" I/ " MOLILD REY.:
Eliminate Casing and -
Extend Backsplash to ��`��� UJIDTH ,4S REQUIR�D ��`� DI4TE: �4PR 1, 2015
Llnderside of Sill -
N
U1 f�1 D O UJ S(��— W��D O W 3/�' \ C�`''t S� I�l� SHOE SHOE SHO� SHO� = M SHOE OUL gCA��: AS NOTED
\ JOB NO: �uZ01412
���Y�TI01� SILL MULT«L� UNf TS
3�� _ ��-o-� Half Full Size Half Full Size 8" ��S� (Typ�cal) ��� ��5� (T ical)
�p DRr4WING NO.
FLILL SIZE �ULL SIZ�
3/9"
HOi�IZ. Y�fi2TIC�� � � o
i��4�1�LINC.� U1,�INSCOTINC.� �O�fi�DS BO�i�DS O
Half Full Size Half Full S�ze H�If Full Size Half Full Size
OF A9
SIMPSON LSTA - 20 GAC,E
RIDGE STRAP - ALL ROOF RA�TERS
������0��{
2 x 6 TIE � �ACH RAFTER
Joir�t Desaiption Nail Sizes Naii Spadng
IC� SHIELD UNDER�AYM�NT ����R
REQUIRED - 24 �ROM EDGE ROOF FRAMING
HURRICAN� CLIP Rafherto Top Plate(Toe-natled) 3-8d per rafter
TYPICAL. Ceiling Joist to Top Plate(Too-nailed) 3'Sd Perlast �e �(���'��(�4
Ceiling Joist to Parallel Rafter(Face-nalled) 3-16d each lap
ALT�RNAT� POSITION OP Ceiling Joist Laps over Pattitions(Fac�-nailed) 4-16d each lap
HURRICANE CLIP USE CollarTie to Rafter(Fac�nailed) 2-Sd Pertie
SIMPSON H3 Bloddng to Rafter(Too-nailed) 2-8d each end
Rim Board to Rafter(End-nailed) 2-16d each end
� WALL FRANtING
Top Plate to Top Plate(Faoe-nailed) 2-16d ' per foot
Top Plates at Interaedions(Faoe-nailed) 4-16d joints-each side
SIMPSON H2 HLIRRICANE MST3'1 METAL STRAP �d to Stud(Faoe-natle� 2-16d 24"o.c.
CLIP NAfLED. FROM PROVID� Sd COMMON � ALL JACK POSTS Headerto Header(Face-nalled) 16d 16"o.a abng edges
RAFT�f2 TO STUD. - NAILS 8 4" O.C. �1T w/ 4 - 8d NAILS
TYPICAL ALL RA�TEi2S EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bot6om Plate to Stud(End-nailed) 2-16d per ac4 atud
5 - 8d NAILS EACH END SHEATHING. 2-�� ���
SHEATHING TO LAP TOP 2��� ���
W,4LL PLAT�S �,z
Bottom Plate to Floor Joist,Banc�oist,Enc�joist or Bloddnfl(Face-nailed) 2-16d per 1�oot
APA R�,T�D PLYWOOD TO
EXTEND TO TOP O� TOP '� - 8d NAILS
PLATE. TYPfCAL FLOOR FRAMINC3
MST3l METAL STi2AP Joist to Sill�Top Plate orGirder(Too-nailed) 4-8d per joiat 2 � �
� JACK POST Bridging to Joiat(Toe-natled) 2-8d �ch end
�:/
MST2l � STIJDS Bbddng to Joist(Toe-nailed) 2-8d each end �
w/ 4 - 8d NAILS �48" O.C. = SIMPSON MST2'1 Bloddng to Sill orTop Plate(Toe-nailed) S-16d each blodc
�ACH END - TYP. - I I/2" WIDE - 12 GAGE Ledger Strip to Beam(Fac�-nailed) 3-16d each joiat (� n n
_ - METAL STRAP �32" OC. Joist on Ledgert�Beam(Toe-natlad) 3-ad per�asc I��I
�LODR JOIST = MAXIMIJM. Band Joist to Joist(End-nailed) 8-16d per jast �
_ Band Jolat to Sill or Top Plate(Toe-nailed) 2-16d ' per foot �
0
DOUSLE TOP-�' p�Ylll00D SHEATHING - ROOF SHEATHING �n
PLATE TO OV�R LAP BOX = HEADER `JU
2 x 6 �16" O.C. BEAM - TOP + BOTTOM. Struc�ural Panels 8d 4"o.a perimeter zone (� n (�
SIMPSON MTSA 18-Z W/ other 6"o.c.edges of I-J
STUDS (6) 8d NAILS TOP ! �
panei, 12"o.a irrberior
BOTTOM a 32" O.C. of panel
Diegonal Boar+d Sheathing
1"x 6"or 1"x 8" 2-8d per support �
1"x 10"or wider 3-8d per aupport
c�uNo sH�►TMiNa �
Gyps�m We��board 5d 7"ed9e��a�fie�d �
SIMPSON MTSA 18-Z W/ - WALL SHFATHING
�(6) Sd N�ILS T0�' 9 _ _ �
BOTTOT1 s 32 O.C. - Struc�ural Panala 8d (aee table 3.9)
SIMi'SON LTP4-Z W/ _ , _ SIMPSON LTP9-Z W/ Fibe�oard Panels
(6) Sd NAILS TOP � (6) 8d NAILS TOP t 25�32„ gd 3"edge/6"field
�BOTTOM a 32" O.C. FLOOR JOIST - BOTTOM a 32 O.C.
NAIL SHEATHINC, TO SILL i'LATE ==-_ -:-£-=`=�- = = :' - . TOP 0� POUNDATION .
N :�,_;S:_�::���::a - -
e - _ - - - - -�'- um Wallboard 5d 7"edfle/10"field DRA G TIT .
8d NAILS 4 O.C. __
- - - - - GYP$
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0 LAP S • :.:�•
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Strudural Panels
ISOLATE WASHER FROM
SECTI�ON SILL PL lU/ �ELT STRIP �LEVATION 1"orless 8d ��e„2��
+ I N C R I TI CAL PATH . g��r�a�'� '°� �����ne�
H O L D D�W N S H EA R C O N N E C T O Diagonal Board Sheathing �°B:
���C6����XB� 2'W �SVpW'� KOK�
1"x 10"or wider s-8d per support R E S I D E N C E
� �Natling requlremerrta are based on wall aheathing natled 6"on-center at the panel edge.If wall aheathing Is nailed
� 3"on-center at the panel edge to obtain higher ahear cepacitiea�neiling roquiromenta for structurel membera shsii 200 OEER RIJN
be doubled�or at6emate connec�ors,such as ahear plabea,shall be used�malr�tatn the load path. SOUTHOLD, NY
y��, 2When wall sheathtng Is contlnuous over cannec�ed members,the tabulated nurr�er of nails shall be permftted to TOWN OP SOUTHOLD
�,�P be reduoed to 1 -16d nail per foot.
PROVID� 8d COMMON NAILS � 4" O.C. SCTM� 1000-'19-4-1�.2
AT ALL HIGH PRESSURE ZON�S
NOT�: HIGH PRESSIJRE ZONES ARE �4LL AREAS SCRE�N ORCH �
4'-0" FROM ANY RIDGE, HIP OR GABLE END ARCHITECT:
___i �REDERICK R. WEBER
I 41 EAST MAPLE ROAD
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'�- Pi20VIDE 8d COM ON NAILS � �4 O.0 � ,
�� '�'i,�o .----------, REAR PORCH �4T ALL HIGH PR SSURE ZONES ;
DESIGN CRITERIA: WATER MILLP NY 1191L
�
;� . � SELOW `,�� . . . . . . . . . . . . . . . . . . DORi1ER � DORMER �
.: p � �RS�T�LDEVEOW LOAD - '�� �O�PSF. L.L FROSTEL�INE DEPTH�R 36" TEL L31 �54-555�
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� ; � . . i I I/9" x 20 GA. C�A1LV. STRAP I I/4" x 20 GA. GALV. STRAP
w/ 5-8d COMMON N,AfLS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 'f0 PSF. L.L. TEi2MITE - MODE12ATE TO HEAVY
� SHED DORMER PROVIDE 8d COMMON NAILS � 4" O.C. �•�•�•� ; �ACH �ND �16" O.C. EACH END 816" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT gE��-�
�
1___________________�� AT ALL HIGH PRESSURE ZONES ',',',' ; WIND SPEED - 120 MPH �.�'�����y��
� ..
' ' ' ' � ' ' ' ' ' ' ' ' ' ' � ' ' ' ' ' ' � � � � � � � � � � L �•�• ; I I/�" x 20 GA. G�4LY. STRAP 1 I/�4" x 20 GA. GALV. STi2AP S�ISMIC DESIGN CAT�GORY - B ICE SHfELD UNDERLAYMENT REQUIRED - YES ��`4�,¢��• ���`���.
. . . . o � ,',',',',',',',',',',',',',',',','.','.','.'.'.'.'.'.'.'. . . ,
• • • U, , , , . � w/ 5-Sd COMMON NAILS TO w/ 5-8d COMMON NAILS IN fJ �,� ,
�
. . . ,� . .�fi�ROVH?E•�6d�C�hFM4N• WAI��•� 6'��O:G.•. <<� • FDN. �16" O.C. EACH END al6" O.C. �y �:. ( ��' � � `�
�. ' ','AT' AL'L 'OTHER PORTfO�IS OF'R00� ,c GAB E �, � &
PROVID� Sd COMMON N �LS � 6" O.C. • • • •TY��CAL•.• • • • • • • • • • • • • • • • • • • • • • • DOR ER �
AT RLL OTHER PORTI S OF ROO� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -� `.-'�
. . . . . . . c'� � � �
TYPICAL. � " � � " ' � " " ' � " ' � � " � � " ' � � " " �,,�� - DESIGNCRITERIA. °:�``� r �;:,�
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �
• � • • •4. `
�,• � • DESfGN IN ACCORDANCE WITH AMERICAN �OR�ST PRODLICTS WOOD �RAME �
RIDGE
• • • PROVIDE Sd COMMON N � 4" O.C. ' ' CONSTRUCTION MANIJAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD.
' ' ' AT ALL HIGH PRESSIJRE ZONES ,
. . . . E�� -t y.,;�y tga.
-.tY, tl�"�.'F� ,
. . . . . �:!, 4'�����i%`..,4�i
'r.S�c�jj '�i��pJ.
�•�•�•,•� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'K�dCT'inY�`:��,+fi.�''.
I 11 �Yjl., ��. �1{���<,
. . . .�P�20'�/iDE 8d•C011MOt� �NA1L�S• � '6" •O.C: 2 -O MAX. .7:�?v�f��.`�v _
. . . . F.�' .: •
� ���'��-��� WINDOWS GLAZED OPENING REv..
� '.'.'.',47.',ALI.'lJ.t}=1�I2.'I?Oi271�J.NS.'C3�.R�Q�'. � L :`��.i���.h �.;
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�." ��U�.
•� PICAk,-• �� ;�, � r��`'"���f1� 2'-0" MAX.
����� "1r r DATES
y� . . . . . . . . . . . . . . . . . . . . . . � �.�,., ,��"��4,,$ APRIL Z. 2015
� �, !fi y �.,;,,
#:,.,-:;�� x�t t e
�� . . . . . . . . . . . . . . . . . . . . . . � �., ?��8`. j.�,�'��:��, 2 - Sd COMh10N
� a�
SHED DORMER fi • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,'� °� ������`E-`� NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED Oi'ENING i'ROTECTION �0�2 WIND-BORNE SCALE: ��'�" � ��-�"
� . . . . . . . . . . . . . . . . . . . . . . . . . . . �%u�,`��;....;:;>
. � 3 t y� t
�• • • • • • • • • • • • • • • • • • • • • • e• • • • • �;��ss.�� ��,�'� DEBRIS TO MEET THE REQIJIREMENTS O� THE LARGE MISSILE TEST O� ASTM
�y,�'z`r`'�,.rFc�xi.
. . . . PROVID� Sd COMMON K�41LS 4" O.C. DOR ER �4,�,y���;���: PLATE E 1996 AND 0� ASTM E 1886 RE�ERENCED THER�IN. IN LIEt1 0� IMPACT JOB NO: �u201412
• • • ' AT ALL HIGH PRESSLIR� ZONES lu �'��'��'�°�°��
.• .• � ', , ���w_fi.�,,`,,x RESISTANT GLAZING, UJOOD STRUCTURAL PANELS WITH � MINIMUM THICKNESS
. . . . . . _ _ _ � ����r�a�e�n� 0� 7/16 AND A MAXIMUM SPAN 0� 8 SHALL BE PEi2MITTED AS OPE1�lING
I J� j�� ;;� .� ..: � ,� „
- � �:� i ����."� PROTECTION. ATTACHM�NTS SHALL B� 2 l/2 �8 WOOD SCREWS. 16 OC ORAWING NO.
------------------------------ --- o •~-
Pi20VIDE 8d COMMO NAILS � 9' O.C. � �
S ���Y ��Y''��' FOR SPANS lJP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8'
AT ALL HIGH i'RESS RE ZONES � _ � O O � � J— 7"� I �l ���;�.�•�;;�;ct%ro
},t`,>t,4q ,y�•
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1 1 ��fu��x��'�3�'�:i�i��f
.',',',', � � FR4iVT i'aRCH ;; (N.T.S.) �?X`����"'�'t' GARAGE DOORS TO B� R{�TED �OR 120 MPH WIND LOAD. Q Q
� � �, ��
. . . „ , ��
,=� �. ��
� �•�•�•�•� ���`___________________'�.�
� � � ���� � � � � � � CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLDOR
:�:�:�: : � : : : : COMPONENT A DING PRESSURE ZONES
- . . . . � . . . . .
- OF A9
� � � CTi� IC � � NOT � S : � i� P � I � NC � S :
I- RECEPTACL�S � SWITCHES TO B� "D�CORA" (LEVITON), WHIT�. APPLIAKCES PER ,4�LOWANCE, INSTALL,4TION t ALL IJTILITY CONNECTIONS BY CONTRACTOR �
2- DfMMERS TO BE "DIVA" (Slide Control), WHITE. I- RANGE: (6) BURN�R DUAL FUEL, 3L" WIDE, BLIRKERS- PROPANE, OVEN- 30 AMP ELECTRIC EL�CTRIC,4L SYMBOLS (��[�DG[�OCC�Ir�
2- WALL OV�N/MICROWAV�: 30" SINGLE EL�CTRIC WALL OVEN W/ MICROWAV�, 30 AMP CIi2CUIT �-------------------T
3- ALL WIRINCs FOR OVERHEAD DOORS TO B� CONCEAL�D IN CONSTRUCTION. 3- RE�RIGERATOR: �f8", DEDIC�TED/C�ROUNDED 20 ,4MP RECEPT,4CL�, (HIGH) ��� � � ��\ SYMBOL. DESCRfPTION �����4
�f- �L�CTRICIAN TO SCHEDULE "WALK-THRU" IUITH OWNER PRIOR TO B�CsINNING WORK.
5- ON SHINGL�D WALLS, WALL �10LJNTED FIXTLIRES TO BE MOIJNTED ON CEDAR W,ALL PLAT�. �- DISH W,4SHER: QTY. !2) i """'"""""""""" """""""""""""' � ��8��
6- �LECTRICIAN TO VERIFY EL�CTRIC,4L REQUIR�MENTS O� ,4LL APP�I�NCES t EQUIPMENT. 5- B�V�RAGE RE�RIG.: 2�" WIDE/UNDERCOIINT�R, D�DICAT�D/GROUND�D IS AMP R�C�i'T,4CL� �,� � � `�\ � DUPLEX RECEPT,4CLE
6- KITCHEN HOOD: �XTERN�L BLOUJER, °100 C�M , � i � dD w.P. DUP.REC.-W,4TERPR00�
� � � CT � IC � L � IXTUI�. � S : 7- WASHER: �RONT LOAD
, .
/ \ / \ QD�Ft DUP.REC.=GROUND �ALILT QG�C�o rNiI�VI�C�oV
8- DRYER: �LECTRIC DRY�R �� � � ��
OWNER TO PROVID� THE �OLLOWING �IXTUR�S (INSTALLATION BY CONTR,4CTOR): � __ ___ ___ � � DIJP.REC. �LOOR
, O � _
i- CHANDELIERS (DINING. FOYER. BREA,K�AST, ETCJ � � i •�� �
Q} DIJP.REC. (I>SWITCH OPER.
2- KITCHE�1 PENDANTS �/ �/ � � \� \�
3- BATHR001'f WALL SCONCES �/ �� \ / \� \� �
SPECIAL OUTLET
�f- SURF�4CE MOUNTED INTERIOR FIXTUR�S �� � / ��
5- ,qLL DECORATIVE EXTERIOR �IXTURES � '
� � � �� �
6- PADDLE �ANS i � � � ' i
�
� ��� �� � � �� �'� t � SUR�ACE MTD.-C�G.
EL�CTRICIAN/CsC TO PROVIDE AND INSTALL THE �OLLOWING FIXTLlRES: � _�� ------\�___F_____ __��' I �P SLIR�ACE MTD.-CLG. (Porcelain)
I- ALL PORC�LAIN �IXTURES � `•� '
I i \�`�� \� i ,�'� ; I �- RECESSED-CLG.
2- ALL RECESSED INTERIOR AND �XTERIOR FIXTURES ("H,QLO"). �4"� HOUSINC� � TRIi'1 (White), OR EQUAL � :� � ���har�dedier �' :� �
3- ALL CAST ALIJMINUM Dl1PLEX �LOOD LIC�HTS. --- ____ ---� ��----- -- _____ � � W,4LL MOUNTED
�f- UNDERCABINET KITCH�N �IXTURES � -� �
� : j y Above � ;, � C� DLIP. �LOOD
i.•` � ���antel— ------1==--- :i I
� O-� HIGH INTENSITY, SWIZEL, R�CESSED
�' _____*__-___ _ __==- --- ------- --- �
� � n: I `I I O CLOS�T LIGHT
� � I �
�______� � I j L______� s� SHOWER LfGHT (Wet Location)
� _° � C�� UNDERCAB. �IXTURE
� . �� : .� �.. � i � n �
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------ -------------� ���.o : ..� � � � DOORBELL/CHIME
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� � �t-I � � � � � � �� � �W SWITCf-f WATERPROO�
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i i i i i i �' � �� �� ' ��� i TOWN O� SOIITHOLD
� � � I I I 'I �To 2nd � ; : � SCTM�t 1000-79-4-I1.2
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' ' ` � �41 EAST MAPLE ROAD
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I- PLUMBER SHALL TEST ALL DR,41N LIN�S AND ,4�L IUATER SUPPLY PIPING BE�ORE ENCLOSING WALLS.
2- ,4LL EXPOSED �EEDS AND ESCUTCH�ON PL,4TES �OR IUATER C�OSETS SH,41.1. BE CHROME P�ATED BR,4S5.
3- INSLILATE ,4LL HOT W�TER PIPING PER ENERCsY CODE AND ALL COLD WATER PIPING TO i'REYENT SWE,4TING.
�f- ,4LL DRAIN PIP�S RUNNfNCs TI-IROLICsH IST FLOOR W�4LLS SH,4LL B� C,4ST-IRON TO REDIJCE SOIJND LEYELS.
5- ALL HOSE BISS SH,ALL BE "�ROS�T �REE" WITH SHUT-O�P V,4LVES IN TH� BASEMENT.
6- PLUMBER TO RUN ,4ND CONN�CT PROPANE PIPING �OR BOILER, R,4NCsE, ,4ND GRILL.
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DATE: APRIL 1, Z015
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�R�MINC� NOT�S:
I. ALL FRAMING �l1MBER SHALL BE GRADE STAMPED DOLIGLAS �IR-LARCH STRl1CTLIRAL GRADE No. 2 OR BETTER
2. ALL SHEATHINCs TO SE �4PA RATED, EXPOSIJRE I, 5/8" MIN. THICKKESS OR AS NOT�D. I�I�C��C G��C�i�{
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3. ALL SUBFLOC.�RING TO BE ADV,4NTECH' 3/� THICK, SUBFLOOR RATED WITH MOISTLIRE PROTECTfON. AL� �DGES OF i'LYWOOD �� � (3) `i I/2 LVL i �\
TO BE SET 4N SOLID BLOCKING. GLUE AND NAIL SUB�LOOR TO FLOOR JOISTS.
�4. ALL HEADERS 6'-D° AHD OVEi2 SHALL BE SIJPPORTED WITH DOIJBLE 11PRIGHTS. 9'-D" AND OVER WITH 7RIPLE IJPRIGHTS. �/ � �~ ~ ~ ~ \� ����R
ALL HEADERS SHALL BE A MIN(Ml1M 0� 2-2x8 IN �4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. � � \
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5. SOLID BLOCKING SHALL B� i'ROYIDED �OR ALL JOISTS AND �LOOR BEAMS �4S PER N.Y.S. CODE OR AS NOTED � 8'-0" O.C. '��' �/ � � � 3J 9`�
PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. ����' '/ � � � i`
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6. DOIJBLE FRAMING AROIJND OP�NINGS (Skylights, Stairs, etc.) Oi2 AS NOTED ON DRAWINGS. ' °`\ � � �\` Q��°��4��°�
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l. DOIJBLE lJP �RAMING IJND�R ALL POSTS AND PARALL�L PARTITIONS OR AS NOTED ON DRAWINGS. ��`� /� i'�----v -�'� � �
8. ALL FLUSH WOOD CONNECTIONS SHALL BE PASTENED WfTH RATED GALVANIZED MET,4L CONN�CTORS BY "SIMPSON" OR APPROVED EQUA�. ��� ��� ��� \�\ � �� ��\ G \ ��\
q. NAILING SCHEDULE SHALL BE AS P�R THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD HAILS AT SILL F\ ' �� � - i °° ` ��
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. i � � � � ��° � I
10. PLYlU00D SHEATHIt�G TO BE N�41LED WITH SD � �4" O.C. EXTFRIOR EDGES AND 6D � 12" O.C. fNTERMEDIATE. � � � � \ � �
� ��, �� SC 12� E O R✓C H �' ���,�p ��� i
II. ALL R00� R,4FTERS SH�4LL B� ATTACHED TO TH� PLAT� AND STUD WITH GALVANIZED HURRICANE TYP� CONNECTORS BY "SIMPSON" i.� � �� � � i + ���� ��� �
OR APPROVED EQUAL. � � (2) 2x10 Tie �
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12. ALL PRE-ENGINE�R�D LIJMB�R SHALL BE "TRIJSS JOIST" TJI SERfES WOOD-I-BEAMS AND LVL PRODIJCTS OR �QLJAL. ALL JOfSTS, � � �
GIRDERS AND HEADERS SHALL HAVE BEAi21NG STI��ENERS INSTALLED AS PER MANIIF�CTIJR�R'S R�COMMENDATIONS. WEB STI��ENERS �= � `�x8 C.J., �I6" mc ��' � ' -� �
SH�LL BE R�QUIRED AT ALL LOAD AND BEARING POINTS �1T A MINIMUM. A SINGLE I 3/'f" LVL RIM JO(ST SHALL BE R�QUIRED AT FLOOR �� `: _____ � _______2x8 �4e�w 2�c10 �a ter Each Side �____ : iy �
---------_-� �________________
PERIMETERS. H{�NDLING. STORAGE, AND ER�CTION OF COMPON�NT S SHALL BE AS PER MANIJFACTUR�RS ��COMMENDATIONS. �a- 2x10 �.R., 16" oc � .f2., 16" oc � \ �
13. �LL Ml1LTIPLE LVL PRODl1CTS W/ STEEL PLATES TO HAYE 2 i20WS OF I/2" DIA. GALV. h1ACHINE BOLTS 8 2q" O.C. ' �
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Iq. PROVIDE �IRESTOPPING AT ALL LEYEL P�NETRATIONS. •' y =____*------ ------------- ----
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15. BRIDGING TO BE PROVIDED fOR ALL JOISTS AND �LOOR BEAMS. SPACING NOT TO EXCEED 8'. ' � � � I
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�R�MINC� NOT�S:
I. ALL �RAMING LIJMBER SHALL BE GRADE STAMPED DO(JGLAS FIR-LARCH STRIJCTIJRAL GRADE No. 2 OR BETTEi2
. 2. ALL SHEATHING TO BE �4PA RATED, EXPOSIJRE I, 5/8" MIN. THICKNESS OR AS HOT�D. ���D�����
3 TO BEgSE� ON SOL D BLOCK NG� G UE A D NAILCSUB�LOOR�O�LOOR W IO S SOISTl1R� PROTECTION. ALL �DGES OF PLYWOOD ----------------- �����4
�4. ALL H�ADERS 6'-O" AND OVEi2 SHALL BE Sl1Pi'ORTED WITH DOIJBLE lJPi21GHTS. 9'-O" AND OVER WITH TRIPLE LIPRIGHTS. ,��;: ��������������������������������������•����������������������������� �=� ,.�`� ����R
ALL HEADERS SHALL BE A 11fNIMLIM OF 2-2x8 IN 4" WALL f 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. �.��.��� �.����
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5. SOLfD BLOCKING SHAL� B� PROVIDED �OR ALL JOISTS AND �LOOR BEAMS �4S PEi� N.Y.S. CODE OR ,4S NOT�D � 8'-0" O.C. �������� ���'��
PROVIDE 2" SPACE �Oi2 AIR CIRCLILATION IN ROOFS. �.�':�'� ���`��
6. DOl1BLE FRAMING AROUND OP�NINGS (Skylights, Stairs, etcJ Oi2 AS NOTED ON DRAWfNGS. �� � ��
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�. DOLISLE UP �R,4,MING LINDER AL� POSTS AND P,4RALLEL PARTITIONS OR AS NOTED ON DRAWINGS. ����'� Roof ���:..��
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8. ALL PLUSH W00� CONNECTIONS SH�LL BE FASTENED WITH RAT�D GALVANIZED M�T,AL CONN�CTORS BY "SIMPSON° Oi2 APPROV�D EQUAL. ��:���� ��'�:;�,�
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q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDfNG CODE �4S A MINIMUM. �4LL 2x6 STUDS SHALL RECIEYE 5-lOD N,41LS AT SILL '��'•�' ��•����
AND PLATE. ALL EXTERIOR NAILS SHALL BE GALYANIZED. ������ �����`�
10. PLYWOOD SHEATHING TO B� NAILED WITH SD � 4" O.C. EXTERIOR EDG�S AND 6D B 12" O.C. INT�RMEDIATE. �°��' '':��
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II. ,4LL R00� RA�TERS SHALL BE ATTACHED TO THE �'LAT� AND STUD WITH GALVANIZED HURRIC,4N� TYP� CONNECTORS BY "SIMPSON" i :� ': �
OR APPROYED EQU,4L. � ��
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12. ALL PRE-ENGfNEER�D LIIMBER SHALL BE "TRIJSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR �QUAL. ALL JOISTS, �:: �: I
GIRDERS AND HEA�DERS SHALL HAVE BEARING STI���NERS ►NSTALL�D AS P�R MANlIF�4CTlIi�ER S R�COMMENDATIONS. WEB STI�F�NERS �:: �: �
SHALL �E R�QUIRED AT ALL LOAD AND BE�4RfNG POINTS AT A MINIMUM. A SINGLE I 3/4" LYL RIM JOIST SHALL BE REQUIRED AT �LOOR �:.: �� �
PERIMET�RS. HANDLfNG, STORAGE, AND ERECTION OF COMPON�NTS SHALL BE AS PER MANIJFACTIJR�RS RECOMMENDATIONS. �:°; ���!
13. ALL MLILTIPLE LVL PRODIJCTS W/ STEEL �'L�4TFS TO HAVF 2 ROWS OF I/2" DIA, GALV. MACHINE BOLTS a 24" O.C. j : :��I
19. PROVIDE �Ii2ES?Oi'PING AT ALL LEV�L P�N�TRATIONS. I : :: �
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15. BRIDGING TO BE PROVIDED �OR ALL JOISTS AND �LOOR B�AMS. SPACING NOT TO EXC��D 8'. I : ; ;•'��� . �. : . ��•�••: : Chimney �' :; �
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