HomeMy WebLinkAbout40415-Z �p�U�F��'�Co Town of Southold 7/26/2016
G
�� �� P.O.Box 1179
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o • � ' S3095 Main Rd
�rj�l ,�ao� Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 38412 Date: 7/26/2016
TffiS CERTIFIES that the building ACCESSORY
Location of Property: 885 Little Neck Rd., Cutchogue
SCTM#: 473889 SecBlock/Lot: 97.-8-4
Subdivision: �led Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/12/2016 pursuant to which Building Permit No. 40415 dated 1/20/2016
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ACCESSORY GARAGE AS APPLIED FOR
The certificate is issued to Mantione,Peter
of the aforesaid building. 1
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40415 06-06-2016
PLUMBERS CERTIFICATION DATED
�
Auth ed Signat e
o�S�FFoc�,co TOWN OF SOUTHOLD
�,� �� BUILDING DEPARTMENT
y $ TOWN CLERK'S OFFICE
o • � SOUTHOLD, NY
y'p�01^ �j -��tf�'
�armu��r
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 40415 Date: 1/20/2016
Permission is hereby granted to:
Mantione, Peter
4275 Stillwater Ave
Cutchogue, NY 11935
To: Construct accessory garage as applied for.
�
At premises located at:
885 Little Neck Ftd., Cutchogue
SCTM # 473889
Sec/Block/Lot# 97.-8-4
Pursuant to application dated 1/12/2016 and approved by the Building Inspector.
To expire on 7/21/2017.
Fees:
' ACCESSORY $330.40
CO -ACCESSORY BUILDING $50.00
Total: $380.40
�
Bui ' ctor
Form No.G
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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 properiy showing all property lines, streets,building and umisual 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. �� /� 7i J l b
New Construction: Old or Pre-existing Building: (check one)
Location of Property: ��f j' �,. �'�(,� (V� C� � ��rc�io��r-
House No. Street Hamlet
Owner or Owners of Property: � d'S�G� F��/�►�I� 01��
Suffolk County Tax Map No 1000, Section �7 Block �(� Lot � ¢
Subdivision Filed Map. Lot:
Permit No. �� � � Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: " (check one)
Fee Submitted: $ �(� ��
Applican Si ature
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Town Hall Annex � � Telephone(631)765-1802
54375 Main Road Fa�c(631)765-9502
P.O.Box 1179 �, � �Q roqer.richert(a�town.southold.nv.us
Southold,NY 11971-0959 Q
��coUIVTY,��
. BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
�ssued To. Mantione '
Address: 885 Little Neck Road City: Cutchogue St: New York Zip: 11935
Building Permit#: 40415 Section: 97 Block 8 Lot: 4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: "AS BUILT" DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor _ Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceding Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 1 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: � Date: July 6, 2016
z Electncal 81 Compiiance Form.xls
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-� � TOWN OF SOUTHOLD BUILDING DEPT.' ' -
765-1802
� - - SPECTION� - � � :- � �
[ ' FOUNDATION 1 ST [ ] ROUGH PLUIVIBING � �
[ ] FOUNDATION 2ND [ ] INSULATION �
� [ ] FRAMING / STRAPPING [ • ] FINAL - �
. [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION -
� [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROIJGH) [ ] ELECTRICAL (FIWAL)
[ ] CODE �/IOLATI�ON [ CAULKING
REMARKS: - -
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DATE INSPECTOI� `�� � �
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- - - � TOWN_OF SOUTHOLD BUILDING�DEPT. �
765-1802
� � 1 NSPECTION � .
, [ ] FOUNDATION 1 ST [ ] ROUGH PLllMBING
[ ] F NDATION 2ND [ ] INSULATION -
[ FRAMING / STRAPPIIdC [ ] FIIVAL
- . [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �
[ ] ELECTRICAL (ROUGH) [ ] ELECTRIC�►L (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: �
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. DATE D� �3 � INSPECTOR � .�
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- TOWM OF SOUTHOLD BUILDING DEPT.
765-1802
1 N-SPECTION
. [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ],F NDATION 2ND [ ] INS LATION
[ FRAMING / STRAPPING [ FINAL �
� [ ] FIREPLACE &.CHIMN�1( [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIWAL)
. [ ] CODE VIOLATION [ ] CAULKING
REMARKS: � �
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. , DATE d �$ �� INSPECTOR �
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TOWN OF-�SOIlTHOLD BUILDING D�PT.
765-1802
� � � I�N�SPEC�' ION � � - �
[ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING / STRAPPING [ FINAL �)
[ ] FIREPL.�CE � CHIMWEY- [ ] FIRE SA ETY INSPECTION �
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
� [ ] ELECTRICAL (ROUCH) �[ ] ELECTRICAL (FINAL) -
[ ] CODE VIOLATION [ ] CAULKING
REMA�RKS: � �• G�
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TO WN HALL Board of Health
SOUTHOLD, NY 11971 , ' • , y �. , 4 sets of Building Plans
T'EL: (631),765-1802 - Planning Board approval
FAX: (631) 765-9502 , � l Survey
SoutholdTown.l�lorthFork.net PERMIT NO.� ,E . � Check
' � Septic Form
N.Y.S.D.E.C.
Trustees
-___________ ____ C.O.Application
/� (� ' �r � Flood Permit
Examined (J ,20� �l r' I � I ! Single&Separate
I '�
1�1 `� � Storm-Water Assessment Form
� � l� � �l
,� ,� JAN 1 2 2016 +-� Contact:
� ,�� I /�jJ
Approved ,20� _ _ I � Mail to: /"I � �2
Disapproved a/c ''�'' �''�' I4 � �
� � � ' � � A_ �
� -�— � Phone: T '
Expiration ,20�
Buildin Inspe or
APPLICATION FOR BUILDING PERMIT
` , `,, Date '�� �. Z � , 20
INSTRUCTIONS�
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 o`r has not been completed within 18 months from such date. If no zoriing 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.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, age , architect, gineer, general contractor, electrician, plumber or builder
Name of owner of premises_�� c�� t'f � �N�� D 1�.L�-
(As on the tax roll or�latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer) . � �
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location o �to which proposed work will be done:
�7"7 � L� �GK c -f oG � . - � '.
House Number treet Hamlet � ' �
, „ _ e :_�; �: � � .
,, ��:�-�: .:, 'p��,; `Y'
County Tax Map No. 1000 Section � � ',;,�lock,��,�, ���Q Lot ' � 0
.�i;�„� _, •�.'.I��:�_i<y 1.1t t'�:f=�� , , , ,
, ,.�'., .:;�tlii .J.ar+1`, _jl,i(;'-�, �i„tJ;,
I
Subdivision , Filed Map No. Lot
2. State existing use and occupancy of premises and intended us�nd occupancy of proposed construction:
a. Existing use and occupancy (�� ��,Q�/✓l ��,�.
� _ r ..
b. Intended use and occupancy � �, ' r � �i q �j-(��
; ��n� �� �
3. Nature of work(check which ap,plicable):New uilding Addition Alteration
Repair Removal , Demolition Other Work
� (Description)
4. Estimated Cost ' Fee
i (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 � - -
, � ',
6. If business, com ercial or mixed occupa y, specify nature and extent of each type of use.
� . S��� -�L� ,s�
7. Dimensions of exis�ing 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
8. Dimensions of entire new construction: Front Rear Depth
Height � Number o Stos,ries
� � V ►2�� I �
9. Size of lot: Front ar Depth
10. Date of Purchase � Name of Former Owner
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� Will excess fill be removed from premises? YES(� NO ,
14. Names of Owner of premises f"�/,�-IJt f 01e�I� Address Phone No. 1 ✓C4 �Z! $�
Name of Architect s'G (�"1N��-`r Z Address Phone No
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 Br\�QUIRED.
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) I
SS:
COUNTY OF��(> ''OL)� � � '
��� � being duly sworn, deposes and says that(s)he is the applicant
(Name o individual signing contract) above named,
.�--
(S)He is the �i%��P�
(Contractor,Agent, Corpora Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this !
�a�'�' day of Sant 0.r �' � 201(� . � , ' . . .
I 1
�
(,U ' TRACEY L. D
_ Notary P ic NOTARY PUBLIC,STATE OF NEW YORK Signa u of Applicant
, NO.01 DW6306900 �
QUALIFIED IN SUFFOLK COUNTY
' COMMISSION EXPIRES JUNE 30,2Q,(� �
M
Scott A. Russell ��.�°������� ��C'�0>]E�l��][\��A��C']EJ[Z
SUPERVISOR Q � I��1[A\I�A\�G�]EI��1[]E1��C'
SOUTHOLD TOWN HALL-P.O.Box 1179 � �
53095 Main Road-SOUTHOLD,NE1N YORK 11971 � To wn of So u th o l d
�rQ� ���a�
CHAPTER 236 - STOR1dIWr�TER MAleTAGEMENT �VORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
��� �['�[�� �������t' �����[,�� ��� ��' �'�� ���,�.�����e
Yes No . (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑�B. Excavation or f illing 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 feet of wetlands, beach, bluff or coastal
erosion hazard area. �
❑�E. Site preparation within the one-hundred-year floodplain as depicted
. - �--� �-._-. . on�F-I-RM-Map-of-any-watercourse.-_----____- -- --- ----- -- . � ._ .
❑�.F. Installation of new or resurfaced impervious surfaces of 1,000 square
f eet 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, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
� If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date:
Dut�ict �
NAME. p. � �l'Sp� � � / � �' D/ I Z �
�v���o Section Block Lot
LSiSndlur .cK'k• E�O};. E�t;�LDI:�c:� I)I�PJ�It"I'l•3Cfv"{�t,�l: c)NI_.�� •""
Comact InformaUon �✓7W � ll ,�
Telrphoni�uinhr�
Reviewed By
Date ,� —�,=�G�
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — —
/1� � � � � � Approved for proces�ing Building Permit
U Stormwater Management Control Plan Not Re'wred
Cv�► V�GUM1� ❑ Stormwater Management Control Plan i�Reqwred
I (Forward to Engineenng Department for Review)
FQRM # SMCP-TOS MAY 2014
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Town Hall A.nnex 71�L � Telephone(631?765-1802
54375 Main Road � �ax(631)765-g3�2�
P.O.Box I179 �, � 0 roqer_richert fown.southo a.nv.us
Sonthold,NSC 11971-0959 'rQ � ' �
���4Uf�i`t,�� � �
BUILD�IG DEPARTMEN'1'
� TOWN OF SOUTI�OLD
. " APPLiCATION FOR ELEGTRICAL INSPECTi4N
REQUESTED BY: �C,��2 VYl la-�� l b � � Dafe: " a, �- �' `��G
Company Name: _ -
Name: -
License No.:
Address: �
', Phone No.: � -
JOBSlTE INFORMATION: (*Indicafies requ'rred informa�ion) �
*Name: � �� �l �r t•��C"1 � � � �
,
*Address: _ �� �`��-� 6�-`� L_ 62�/-�-a� �rc9`1 �o(�v�.__9� �1' -�
*Cross Street: (Z\� 7� �v►,�-(ti f2 o ra� � .
�`Phone No._ � �n"� 1`� � 3� ` 4- I 7 S -- ��U. �l:�T 9�J "Z� ,�� . -
Perrr�it No.. . p 5 � .
Tax�Map DistRct: 000 . Section:, `��� Bfock:�T_�� L.at: .
. *B�IEF DESCRiPTiON OF W�RK(Please Print Cleariy) � � .
�/�A(1U �-D ri S e F7�7ClL�C_,
�J� , (����-r � . -
(Piease Circle Alt �'hat Apply)
*Is job ready for inspec�ion: E�"° \ �
�.� N� Rough in . Final
*Do�you need a Temp Certificate: YES/� �
Temp Information ((f�needed} � �
kService Size: 1 Phase 3Phase 100 154 200 300 350 400 Ofher
�New Service: Re-connect Underground Number of Meters Change af Service Overhead
4dditiona! Information: � PAYMENT DUE Vt/ITH APPLICATfON �j o
- . � ��� �
Q�
�� � �a�� �
� 82-Request for tnspection Form ��\ �S'
_ � �,v��vck�
Town HaII Annex • � ° ,��;:, ��}'r ` Telephor�e(639-1802
54375 Main Road �� � Fax(631)734-9562
P.O.Box 1179 � Z �
Southold, NY 11971-0959 �
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� ' � �UILDtNG D�P'i�T"I�EI�T . . �
NQTt�E OF UTILtZATtON,OF.�`RUSS�1FP� C�tat�TRU�`�1!�tV. �R�-Et�(�IIVEERED �
� . �� � WOOD �C�i1�STRl�GTlUI��41�tDIbR T�NIBEft CON�TRt�CTt�N� � �
, . . . . . . .�-.�,; . .. . . •
Date: o � ; . . .� - � I '
. '� . � •:� _ , -
, . �^t ..ay . SrI �Y�, c �.
� �wner: � SlG fi�T_�,,.�T.�d`a�.� ��� ,4 ' - � . : '
� M1 7 ��jr �..+-t_'.'L , -" .} ' .
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Location of Prop�rty: (/��=�{�•l s =��;�.i+.��� �"�� �n `
# ., ' `�•`�'-�^����: °� ° � " . - <
Please take nofice that the (che�k a�p��abl�tine): ,. � =5 J
. 4��;�ti�� � �
New residen�al�s#ructure .�� � � ��� , �
- � � Add�i4on to e�asting r��sid�ntial s�ructure � . .- ' w �
� , .--��
Rehabilitation to an;existing.residentiat s#ructure re�.�_
. . ,
. . , �� -�
� " to be co�structed or performed a#the'�uf���ct°{iir4{�er�yiceference above wiU �tilize , �, .
� � (check applicable line): , . � �`• _ :' � � � � .
,• , � Truss type construc�ori�[`}. , . ,`_ . . ,;r _
�. � F're-engirieered woc�d.�con�tnic:�%on,�PV�')..- � - � . �`
� Timkre�-construction��TC) . _" . . . � ' :
�=
in the following location(s) (check applicable line): � � `
Ftoor framing, ind�[�f{ng:�g��ders and-.b�atns(F) � ;
- �• Roof�'car�i�g�R)_ . : ' . . . , , y�. � ,
,
, _ - � < . . , . .�
� � �loor and roof�ramir�g (Fa� � � � � .
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PER OWNER. FIBERGLASS SILL GASKEf. , , � O
2).FOUNDATION TO HAVE 24"DEEP X 16"WIDE MONOLITHIC CONCRETE r1
2).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS FOOTING TO HAVE 2-#5 CONTINUOUS RE-BAR.AlL FOOTINGS TO 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'-0"OF CORNERS, � U
OTHERWISE NOTED.ALL OPENINGS OVER 3 Ft'.TO HAVE 2 JACK REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACIIY). INTERSECTIONS AND SPLICED 101NTS.ANCHOR BOLTS ARE TO HAVE A � H f—
STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE J �
EACH SIDE FOR MICROLAM HEADERS. 3).4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC OVER TO BE ATTACHED TO SILL PLATES W1TH 3X3 SQUARE WASHER AND NUT. � L{) U
2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) �
3).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. �
WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SlAB AND 'SRC
FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DOOR APRON. � 'S� /
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� � � � ROOF AREA:712 SQ.FT.
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� � � � AT 100%WATER RUNOFF:119 CU.FT.
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� � � � � A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLAIION. � ;�' � �
� � � � B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR \i � � s M
ii X � i
i � t� i � ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PRO)ECf CONDI'fIONS. �ti
i i � � C). PAINT CONCEALED MEfA�SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR � � ^
i i i i MEfALS WITH PROTECTNE BACIQNG PAINT.
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� � � � 3.INSTALLATION: r �
� i � � A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. � �
i i i i I).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. �
i i i i 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. !�
� � i � a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
i � � I
ACCESSORIES.
� � � � B).ALUMINUM:RNET AND CAULK WITH A BUiYL SEALANT SLIP JOINT
i i � i � CONNECTORS.
i i i i 3).CONNECf DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
� i i i CONNECTION WATERTIGHT.
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' ' � ' DRY WELLS TO BE 10�MIN. 4).PROTECTION:
I I 1 ' AWAY FROM HOUSE A)•PROTECT INSTA�LED PRODUCTS UNTIL COMPLE'fION OF PRO7ECT.
� i i i B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
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RIDGE ASPHALT ROOFING
1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 6).INSTALL ASPHALT ROOFING AS PER MANUFACfURE'S WRITTEN INSfRUCTIONS. 12 L 15#FELT UNDERLAYMENT
USE GALVANIZED(ZINC COATED)ROOFING NAILS,ii-12 GAUGE WITH AT � �6'� 1/2"CDX SHEATHING
2).APPLY MEfAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEASf 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGFi PLYWOOD. 6 ZEt�@
DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT �pF�
CUTTING INTO SHINGLE SURFA�E. 2X SfRO1VGBACK
3).USE 15#FELT UNDERIAYMENT WITH ASPHALT ROOFING. 16"OH
7}.VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT 5-400 �P� PAINTED WOOD �T1
4).ICE&WATER BARRIER TO BE USED IN ALL VALLIES,RIDGES,INTERSECTIONS AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA 2X10 DF#2 CJ @16"OC ''' �KE,FASCIA,SOFFIT w
WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. RIDGE VENT AT RIDGES,AND GAF MASfER VENT LOVER FOR LOW PITCH ROOFS. _ _ _— �
CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO �
5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING CONCEAL VENT. 16"OH �
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. �.T.�,p� �}- O
UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 8).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REP(ACED AS REQUIRED. � � � � � � � � I
WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS c0 � �
COMPLETE.
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" ' � i i DRVWELLS CAPACITY:169 CU.FT.
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; i � i � 1).EXECIffION: � � ,.,� 'y �
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� i O � � �i�CLESN SURFACE TH,^,20UGHLY FR;OR TO INSTALLAT[CN. (,/� ti � � �
, � j� � � 8). PREPARE Sl1RFACES USING MEfHODS RECOMMENDED BY THE MAPlUFALTURE FOR � p
+ � N � � ACHIEVING THE BE5T RESULTS FOR THE SUBSTRATE 11NDER THE PROJECT CONDITIONS. �„�y � �" � �
� + i � G�. PAiNT CQNCEALED METAL 5!_1RFACES AND SURFAfES iN CONTACT VJffH DTSSiM7LAR � � .,. ^
' � � METALS W1TH PROTECTiVE BACIQNG PAINT. }� () �y
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� � 3.INSTALLATIpN: � �
� i � � A}.PERFORM WORK IN ACCORDANCE WITH CDA HANDBODK AND THE DRAWINGS. �
� � � i 1).GUTTER TO BE PTfCHED TOWARDS LEADER 1"TO 2`FOR EVERY 40'OF RUN. �
� � � i 2).SHEET METAL]OIN LENGTHS WITH WATERTIGHT 70INT5. !y
' ' � • a).CU!'PER/LEM:F�ASH AND S�LDER GUTTERS TU D�WNSPUUT5 AND
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ACCESSORIES.
� f 8).AIUMINUM:RIVET AND CAULK WITH A BU7YL SEALANT SLIP]OINT
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� � 3).CANNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
� ' > > CONNECTION WATERTIGHT.
' ` ' ' DRY WELLS TO BE 10�MIN. 4).PROTECTION:
� ' ' ! AWAY FROM HOUSE A)•pROTECf INSfALLED PRODUCTS UNTIL COMPLEfIDN OF PROJECi.
� � B).TOUCH-UP,REPAIR OR REPL�CE DAMAGED PRODUGTS BEFORE SU65TANTIAL
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. COMPLETION.
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RIDGE ASPHALT ROOFiIvG
1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 6�.INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRI7TEN INSTRUCTIONS. 12 L ` u 15�t FELT UNDERLAYMENT
USE GA�VAIv�ZED(21NC COATED)ROQF:*.G�:AILS,11-12 GAUGE WITH AT � �6"� �` \� 1/2"CDX SHEATHING
2).APPLY MtTAL ORIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 6 ¢�@ �`� �
DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGIE.NAILS TO BE FLUSH WITH SHtNGLES BUT NOT gpF�2 /
CUTTING INTO SHINGLE SURFACE. 27' �
3).USE 15{iFEIT UNDERLAYMENT WITH ASPHALT ROOFING. 16"OH
7).VENT ALL ATTICS jINCLUDING FORCHES)AS REQiJiRED.USE COR-A-VEi�T 5-4�0 PAINTED WOOD �T�
4J.ICE&WATER SARRIER TO BE USED IN ALL VALLtES,RIDGES,INTERSECTIONS AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA DBL.2X10 DF#2 G@16"OC ''' �KE,fASCIA,SOFFIT W
WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. _ _ _ _ �
CONTRACTOR TO INSTALL SOFFIT VETVT ALONG WALL SIDE WITH TRIM TO �
5).DO NOT WSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING CONCEAL VENT. 16"OH �
MUSf BE DRY AND CLEAN PRIOR TO 1NSTALLiNG UNDERLAYMENT. �.1-�,P� � Q
UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEtv1ENTS AT END OF TFiE 8).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED.
�XJORK DAY_COVER WITH HEAVY-DUTy TARP UNTIL ALL ROOFWG IS � � � � � � C1
COMPLETE. �
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2X4 DF#2 STUD
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NPADH'ARE MIISt ACCOMPANY p1�ITTE0.5 Fp!INSTALI.�TIOrv.
REVISIONS
� WII� [� L� AD � ATH C ON �IEC TIC�N ANC� C ON �TRUC TION DETAIL DRAWING �
USE THE FOLLOI"JIIVG APPROVED USP METAL COiJNECTORS FOr^t F�OPE� WiND RE�ISTi+NT �t GOOD CGNSTRUCTION. FGLLOVJ MANUFACTURE'� RECOMNIE�IDED IN�TALLATION IN�TRUCTiONS TO ACHIEVc Mi�XIr�IUM UPLIFT LOAD CAPi�CITY.
�
KiNG 5TUD� � �����J�_
\ ��J�
• RAFTER � � ��
ENDWALL WALL STUD
� CRIPPI F STI��
Q B�TTOM F�ATE �o �_�'i�Q
RIDGE LEDGER B ATHTUB G�°o�»�,,o°
HEADFR Q EJ/�,,.A�1�
DOUdLt J01�1 �'^^`1
4:.�:.�..,.._1
SIDEWALL
(I u R,4FTER
JACK STUDS
FLOOP, U�P R '6"?EP, DESCP,IPTION .4PPLICATIOD!
1jT. ADSS HULD DUWN GUIWEG7 TU 1 SIf7E UF ALL t:URNERS
ANCHOR TO FOUNDATION W/ ,4NCHOR BOLTS BATH / SI'A Tl;9S TC HAb'E A DCUBLE FLCCR JCISTP, UNDEP, FOP. ACCEC SU^^ORT
CONNECT TO 1 SIDE OF ALI. CORtIERS ON LOCRTlON USP l�±L^d9ER DESCRIPTION P.PPL!CA.T!ON LOCAP.OPi U9P �dLM9ER L�ESCP,IPTION sPPLICA.T!�N R„�TER SI<'E USA NUfdL3ER DESCP.I"P,GN APPLlCATION SUPPCRT EAGH 1VALL RUTJNING PARALLEL Y,'!TH THE FLCCR �
HOLD DOWN BOTH BOT. PLATE OP 2ND FLOOR AND TOP JOIST DIRECTIOIJ 1MTH 2 JQIS7S. UNDER WALL.
2ND. ADS5 4LL OPENINGS LST.412 I-1/4"xt2" 20go. STRAP APPLY TO EACH JACK STIJU ROOF LSTA24 1-1/4"x24" 20ga. STRAP .4PPLY OVER RIDGE TO EACH RAFTE 2x6-2x5 LS26 18ga. SLOPE H,4NGER APPLY TO EACH RAFTER / LEDGER � � e�-1
ANCHOR PLATEn' OF 1ST. FLOOR. CONNECT THROUGH F(1R ,I�IST NnT fnRFCTIY UN�FR PARAIIFI WAIIS, PROVIfIF ��
HE FLODRS TD EACH QTHER W/ THREADED ROD. NLL OPENINGS RT3 OR R77 TrDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ao. SLOPE H4NGER APPLY TO EACH RAFTER / LEDGER BLOCKIIIG 624"OC Q�, ry,
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V,'ALL STUD � U ^
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� THROUGH-ROOF EXHAUST � a � �
VEIITS SELECTED AND � � � ti K
� LOC.4TED BY CUIITRACTOR � � y� w
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TdETAL STRAP ,.� C.� � � �,�
VENTILATION CHANNEL � w � °p
P.Itd q0,4RD .�'
RAFTER AS REQUIRE❑ d � "��f�
Sll� PL4rE`j� MAIldTAIN U � � m
RAFTERS �"u >-
VENTILATION r\
� . . � � . • . . � . . • . . WOOD JOIST .�L � U r=i
FnUNnnTiC�N , . ' . ' . ' . ' I ,�, p�prE 6LOCKING � �
� - � - • - � - • - 2x4 LEDGER BLUCKING �+
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STAPPWG TD BE ATTACHED TO WALL STUDS �48"OC � V
2x4 SOFFI7 JOIST �
AP.D ALL NTlCON/DOOP. OPENING JACK STL'DS ATTIC SHALL RE PROVIDED WITH A �—FASCi.4 �'
h11NIIdUM NET PREE VLIJTILATING AREA
r�UUR JUiST UEF'Tti USF' tdUAietR �tSCRif�TiON APPLICATIUN WALI STUD N�T LE5� THAIV 1/15u bF 7HE AREA ur GUTT�^
i THE SPdCE VENTILATED. ALL OPENIIIGS WC'OD 61RDER
INSTALL 4'0'� O.C. �i � �NALL EE COVEP,EC VdTH COP,P,O�ION-
4" - 8" LSTA24 1-1 4"x24" 20_a. STRAP AN� JACK STUDS � T CONTiiJ. SCREEiJEu VEivT
/ 4 � + R€�,I�TANT META6 M€SH WITH ME�H �j bCONTIN. SOFFIT / EXT. FLY"�NpOD
JN ALL OPENINGS i OPEPJINGS OF '/, INCH IN DIMENSION.
♦
ICljTALL 4'0" O.C. � LOCATIO": USP NUN�BER CESCRIPTIC^: AFPLICATICI. SGFFiTEu cAbE
�" - 74" LSTA30 -'/4"x30" 18ga. QTRAP AN� JACYC �TUD� � GONNEGT TU
DN ALL OPENINGS /� . �� 4" - 6" RAFTER RT10 10-3/4' x 18g�. TYDDWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEtI JOISTS THAT ARE SFICED AND
. ,`•
IPlSTALL 4'0'� O.G CONNECT TO ^vVER 6GARIIVv n'ALLj AiJu HEi+DcRS
14- - 1S" LSTA.56 1-1/4"x36" 18ga. 57RAP AND JACK STUDS �� � � 3" - 12" RAFTER RT2J 27-1J8" x 2iJga. Tr'DdVJN ANCHOR EACN RAFTER
��N ALL OPENINGS � �
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2NG. FLOOR SVAL� � • ��
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\ WOOD JOIST � -�..�
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TOP PLATE GIRDER/HEAOER � v
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157'. Flbba W4LL STAPFING 70 BE ATTACHED TO WALL STUDS �a8"OC / \\ y'��" �'�' n � � e
AND ALL IMNDOW/DOOR OFENING JACK STUDS WALL STUD '
FLDOR JOIST CEPTH USP NUMBER DESCRIPTION APPLICATION � V�
WSTALL 4'0" O.C. I� O �
4" - f3" L`iTA3G 1-1J»"x3r," 13ga. STRAF A��C JACK STL'DS LOCATICN USP NU�dCiCR CCSCRIFTION AFFLIC;,71CtJ �•{ �
ALL JOISTS CONIIECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
CN ALL CPEfJINGS CONNECT EACH THE PROPER STEEL CONNfCTOR. � �
RAFTER/PLA7E RT15 TYDDNlN ANCHOR
INSTALL 4'0'� O.C. R,4FTER TD PLATE IF .48LE, SET FlR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ya. STRAP AND JACK STUDS CONNECT OYER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PL,4TE/WALL 5PTH4 STUD PLhTE 11NCHbR
PLATES TO EACH STUD
DBL SILL PLATE �
TEon:ITE SHIELn ...illP?aU�" ( ��
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SI66 GASK€T �i •
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TW. f.ONC. FOUNDATION , CONC. SLAB �� ��� �
DAMPPROOF EXTERIO� � � E tAIL. PC�Y , ' ya � �
GRANULAR FlLL �
fiMIL POLY ON EXTERIOR v ' � � • � • � ,, „� � � � � r`,
` V � � STEEL COWA4N � � • � ` � � r. ^ � � W
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p � � � COPJC. SLAB '� G� (S � V 1
e v Ai.�CHOR 60LT EMoEDIJ�EiJT: // !I `
�f C � � �'� POiiRFD CL�r.�rRF7F; 7" � �
COMPACT FILL ' 6LOCK WALL• 15" �
•A V � i � � 'a*, '� • �
r d! . �- r J. /�'�
KEYWAY FAl1TIN� s V �t � d � � � { �
USE WITH 3x3 SQUARE WASHERS � Q
p a � '�� �• �6NC. F7G. 'A . �'A . C O ANCHOR BOLT COIWECTInN ,�
� � . „ (USP LBPS58 OR EP583) �
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C � REWFCR�aIfIG BAR � FOiitJ�7ATIt7N Sj6" �i,4_ AidC'ridR EIOLT � ' � ' � Q
DR,41N TILE � p ANCHOR BOLT CONNECTION �
SUPPOR N AIAXIM M SPA'IN ' � � rT, O
SILL PLATE TO FOUf10.4TI0N i 1 -1 � �
CRA4VL SPA E OR f UN ATIONI ' uT^RY 72" CC r ' Y �Z
TYPICqL CONC. FOUNDATION. APPLY PILASTEP.S S�LL PLATE ?p Fn�ui�pTlnN 2 STORIES 36" OC � U W
V�rIERE iv'cEuED FOR STRUCTURAI BRACING. AI!N. 3" 5?EEL COLUM14N ANCHORED TO 24"x24"r12" CONC. FTG. �RAVJ4- �PaC� �R FniaN�aTInM {� �r^
WALL BOTTOM PLATE TO FOUNDATION � Z �,!
"S�A6-DiJ-GF.ADE �-2 STORIES 57" OC
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CONC. SLAB I DOOR FRAME �Sl1RFIOfIR � �
6X6 10/10 W'MA GARAGE � JOIST �
car,�Facr Fi�� , 000R �� Q-- � � U
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� �.^� FOR BLOCKOUT � �
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.� y�`• , ('NITH A NAILING PLATE IF NEEDED��
. , . , . . � S 3• ." .� ��' �� : � � • TO EE APROX. 1/2" OR HIGHER THAfJ �� '�.
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REVISIONS
G E1U ERAL N C�TES WIND FRAMING NOTES NAILING SCHEDULE �� PLAN CONTENTS•
1).F:tDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICA7ION R3 RES[DENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUIIDING USE RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING
in each end of the collar tie need noi exceed the tabulated number of 8d nails in the strap. RAFTER TO S'WALL:3-8d COMMON EACH BUILDING HE�GHT (SEE PLANS) �
CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFfER TOE-NAIL � _ ._.,�
1)_The information within this set of construction documents is related fo basic dezign Z}.RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
inten#and framing details.They are intended as a construction aid,not a substitute Laieral framing and shear wall connections for raf#er,ceiling or truss to top plate shall be in CEILING 101ST 8'WALL_3-8d COMMOr! EACH TOE-NAIL
for enerall acce ted ood buildin ractice and com liance with current New York accordance to table 33.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
g y p g g p p PRESCRIPTNE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND
State building codes.The General Contractor is responsible for providing standard or trusses shall be attathed to the wall top plate and the wall top plate shail be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 2006 SBC H(GH WIND EDI710N WOOb FRAME CONSTRUCTIdN MANUAL
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAtL
sound and a weather roof com leted roduct. shall be conneded with u lift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES � , o°
P P p p CEILWG 101ST LAPS AS PERTABLE 3J EACH FACE �Q oQC�
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES b0
2).The General Contractor is responsible for ensuring that al(work and construction 3).\YJALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regutations,etc, Wall studs above and studs below a floor level shalt be attached wiih uplift connections in TO RAFTER WFCM-SBC END NAIL
These codes are to be considered as part of the specifications for this buitding and accordance with table 3.3b.When wall s#uds above do not fall in line with studs below,the ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uptiR connectors in BLOCKING 2_gd COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 33. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOAD$PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEM$LY TO FOUNDATION: TO RAFTER Z-lbd COMMON END NAtL ROOMS(OTHER THAN SLEEPING) 40
First wal!studs shall be connected to the foundation,sitl p�ate,or bottom plate with uplift ROOMS{SLEEPINGj 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel sYraps shall have a minimum embedment of 7 inches in concrete WALL FRAMIN G: STAIRS 40 Q
responsibiliry for construction coordinating with these ptans,nor responsibility for foundation and slab-on-grade,15 inthes in masonry block foundations,or lapped under NAIL NAIL N
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordante with iable 3.36.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200
Q1Y. SPACING � m
(DESIGNED FOR CAT.C)
pretautions and programs in connection wi#h the work.There are no warranties for a bo3tom plate,3 inch square washes shall be used wich the anchor bolts.Anchor bolt EXPOSURE CATAGORY r�
s ecifc use ex ressed or im lied in the use of these lans. spacin is to be s ated and sized in accordance to table 3.2a.In addiYion to s acin , TOP PLATE TO PER FACE NAIL �
p p P P g P P g 2-16d COMMO LOAD PATH SEE COt�25TRUCTION ANDWIND PATH CONNECTION U m m
TOP PLATE FOOT SEE NOTE:1 N a
anchor bolts are to be spaced between 6-12 inches from the end of a sill plaie and all ,,,., m �
ROOf-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE � `'� ^� "" `-
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMO �OINTS FACE � � � � �
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � .,.,� � >" w
6).The Generel Contrador is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: � � � Z �
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior �UD TO z_16d COMMO z4" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDUIE v .°y.,' � �
attached with Sd common nails at 6"o.c_at the anel ed es and 12"o.c_in the field,and �UD O.C. NAIL Sym_; � � O o`o .y,
P S FIRE PROTECT{ON
7).The General Contractor is to consuli with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler�ails at 7"o.c.at anel HEADER TO 16"O.C. fACE SEE FLOOR PLANS � ,,Ur �" u ^
SYP P 16d COMMON SMOKE&CO2 DETECTORS � �
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shal]be in accordance with the length requirements specified
HEADER ALONG EDGES NAIL ,�
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION � V �
S).Wind load requirements shall be taken into account during construdion. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK � �
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOITOM PLATE TO:
FOU N DATION N OTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CUMATIC & GEOGRAPHIC DESIGN CRITERIA �
length adjustment factors in table 3.15_ FOOT SEE NOTE:1,2
1).The General Contractor and Mason io review plans,elevations,details and notes to END JOIST OR BlOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. �,t SNOW SPEED DESIGN WEATHERING L1NE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7),INTERIORSHEARWALLCONNECTIONS: FLOOR FRAIvIING: HA2ARDS
Allowable sidewaN lengths provided in table 3.14 shall be permii#ed to be increased when NAlL NAIL LOAD {MPH) CATEGORY DEPTH TEMP. REQUIRED
2}.All footings to rest on undisturbed(virgin)soil. inierior shearwalls are used.Sheathing and connections shall be in accordance with JO1NT DESCRIPTION NOTES
QTY. SPACING MODERATE SIIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 YES -
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. SILl.TOP PLATE OR GfRDER '�"8d COMMON �OIST NAIL
a�.cor�NEcrioNSARouNoexrERioRvuA��oPeNw�s: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
He�ader and/or girder conneciions shall be attached with uplift connections in atcordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with tabte 3.5.Window sill plates shalt be have steel cannectors in accordance with tabte TO JOlST Z-gd COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be instatled with#5 re-bar,18"lon at 12"o.c..IJse a roved e ox for installation. SHEATHING LOCATION NOTES
g pp p Y 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
5 .Unless otherwise noted,all slabs on rade to be 2500 s.i..Concrete to be 2-8d�OMMON 4'PERIMETER EDGE 20NE Sd�OMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3
) 8 P- TO101Sf END NA1L @ @
9 .CATHEDRAL CEILWG ASSEMBLY: SEE NOTES•1 BOTH FIELDS
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs BLOCKtNG 70: EACH TOE • t ) T�
to be minimum 3-1/2 inch thick.All fil)to be compacted to 95°/o relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMO INTERIOR ZONE Sd COMMON @ 6°O.0 8d COMMON @]2"O.t. NOTE•2 FOR PANEL FIELD v �
anchored on to of the beam or s(o e connectors shall be attached to each rafter-to-rid e SILL OR TOP PLATE BLOCK NAII
b"maximum lifts(layers). P P g W
along the open ceiling part of the building.Connections to the ridge and waR shall be be LEDGER STRIP EACH FACE GABIE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.G SEE NOTES:1,3 H
6)_Crawl spaces to 6e provided with a minimum 18"x24"access opening.Install one 3-16d COMNtO
attached with the above requirements. TO BEAM 1015T NAIL NOTES z
Sxlb cast iron foundation vent for every 150 sq.ft.of area. �
101ST ON LEDGER PER TOE
7).Dampproof e�erior of foundation with bituminous coating as per section R406 of DECK AN D C�VERED PORCH NOTES: TO BEAM 3-Sd COMMON �OIST NAIL � � z
THESE NOTES ARE ONLY TO BE REFERRED TO tF MENTIONED IN SCHEDULE►�ldTES ONLY.
N.Y.S.Residenkial Conskruction tode.A b-mil polyethylene film shall be applied over l)_Unless otherwise noted,all framing materiaE to be#1 ACQ pressure treated lumber. BAND JOlST PER END �
3-16d COMMO
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or siainless steel. TO JOIST JOIST NAIL H
t).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, w U
8 .Draina e as er section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck'oists to be bolted to each ost with washers and nuts. BAND JOIST TO: PER TOE NAtL the 4 foo3 perimeter edge zone attachmenis required shall be used. � �
� g P � P SILL OR TOP PLATE z'�6d COMMO FOOT SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing memberz wiYh G>0.49. � �
F RAMI N G N OT ES into concrete with a minimum 7/2"dia x 7"long anchor bolt with washers and nuts.
� For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. � �
1J_AI1 framing techniques and methods as prescriptive design of 2006 SBC High Wind 3}.Posts supporting girders shall be anchored io a 12"x12"xl2"ihick concrete footing_ JOINT DESCRIPTION NAIL NA[L O ,�
Edi#ion Wood Framing Construttion Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footingz Shall be 3 ft. QT1'• SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For �J �
below grade.Porches with covered roofs shall have 12"dia.concrete piers for#he girders. STRUC7URAL PANEI gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o_c. a
2).Unless otherwise noted,atl framing and structurat wood material to be#2+BTR. WFCM•SBC WALL SHEATHING REQUIREMENTS FOR W1ND LOADS:
Douglas Fir. 4}.Deck jois#s to have blo<king at S�o o.�_. C E 1 Ll N G SH EATH I N G:
NAIL SPACWG NAIL SPACWG AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Eloors,walls,ceilings and rafters to be spaced at 16 inches o.c.unlezs noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch Rashing shall be installed between the building and Iedger. NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and�uts 101NT bESCRIPTlON Q�, SPAClNG SEE NOTES:l,3(BOTH FIELDSj
where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. N07E:2 FOR PANEL F1ELD
4.Unless otherwise noted,al!bearin wall headers to be 2 2x20�f2+BTR.Dou Fir. GYPSUM 7" O.C.EDGE
) S O g� 5d COOLERS INTERIOR 20NE 8d COMMON
Bearing wall headers to have{2)jack studs and(2)ful!length s#uds on each side of all WALLBOARD 10"O.0. FlELD Q 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have{3)jack studs and{2)full tength studs on each side of b).Concrete piers shall be a minimum b"above grade.
WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window till plates for 2x4 wall N OTES
7).All joists to be supported with hangers and anchors.Each loist shal!also be anchored
openings beiween 4'1 and 6'0 and 2x6 wa�l openings beiween 5'll and 8'9.Provide fire NAlL NAII
to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NO7E5 ONLY. - `
and blocking where applicable. QTY. SPACING r.� '
8).Covered Roofs shall be assembled and anchored the same manner as a typical buitding. STRUCTURAL gd COMMO AS PER TABLE 3.9 1).For wall zheathing wiYhin 4 feet of ihe corners,the 4 foot edge zone at#achment requirements shall w
5).All flush beams/headers to be instalted with heavy duty galvinized hangers and PANELS WFCM-SBC be used. �!1
anchorswhereapplicabletoallconnectingjoists. PLUMBING NOTES �
7/16"OSB 6d tOMMO 3"O.G EDGE
6).Double up floor jois�s under walls thai run parallel to the floor joist and under bath�ub. 1)•AIl water supply,drainage and venting to be insxalled as per N.Y.S.Residentiat PLYWOOD b"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced#0 6 inches o.c. O
5d COOLERS
on plani, WALLBOARD 10"O.G.FIELD
7).Provide 2-1-3/4"thick microlams(height to match floor joisis)around stairwell and/o 2)•Verify septic system with the Engineer for Suffotk County Health Department approval. 3),For exterior panel siding,galvinized box nails shatl be permitted to be substituted for common nails. � a
other accezs openings unless otherwise noted(typical). FLOOR �HEATHIN�: O
3).(f wafl studs,plates or joists are<uc out during installation for any plumbing related work. NAIL NAIL 1).PROVIDE 5/8"IYPE-X SHEETROCK FIRE STOPPWG A710'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
JOINT DESCRIPT(ON � � }
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and platez to protect and secure the structure.Verify with the QTY. SPACtNG 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR COT�ITACT WITH ACQ. Z
state code and manufacture's recommendation for maximum hole size and spacing permitted. 3j.INSTALL]-Co2 D�TECTOR 1N ADDITIOt�!TO SMOKE ALARMS PER FLOOR. � Y �
where applicable unless otherwise noted. STRUCTURAL PANElS gd COMMO 6"O.G EDGE U
1"OR LE55 12"O.C.FIELD O W �
9).Provide btocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM N OTES Section R602.8-FIREBLOCKING REQUIRED z �
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
and to form an effective fire barrier between stories,and be#ween a top story and the roof space. �� W �
requirements_ Fireblockin shal)be rovided in wood-frame constrvction in the followin I J =
10).Provide insulation bafflez at eave vents between rafters.lnstal]draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g ocations. � � U
needed_ 2).HVAC subcontrattor is to fully coordinate all sysiem data and requirements with the MENTIONED IN SCHEDUIE NOTES ONLY. � f-- �
1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
11 .Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4- I Fir equipment supplier. levels.Concealed horizontal furred s aces shall also be fireblocked at in#ervals not exceedin 10 �
) p Y 1).t�tailing requirements are based on wall sheathing P $ � (�
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-tenter at#he panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed � pp
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. �
12).Unless otherwise noted uze 314"thick T&G PTS Fir or Advantech plywood subfloor shear capacikies,nailing requirements for structural �
adhered wi#h PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAl. NOTES: members shall be doubled,or alternate connectors, 2).Ai a!I intertonnections between concealed vertical and horizontal spaces such as occur at soffits, , ;ty^°'Q`���ti-;
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. .i}���" �
) P r.. � �{�.�.sC�''�.!�
1 .All etedrical to be installed es er N.Y.S.Residertial Construction Code. ,��
13).AII bathroom walls to fiave 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathin g is continuous over conneded 3).In concealed s paces between stair strin gers ai the to p and bottom of the run.Endosed s paces �r�'"� ,��' �Y ��
ceilings and over furnace to have 5/8"thick type-x sheetrock.Al�other parts of building Z).All etectrical work shall be approved by a qualified Underwriter. 6 E�� �� �'� � �Jp��' DRAWN: MH/M5
members,the tabulated num6er of nails shall be permitted under stairs shall compty with Section R314.8,N.Y.S.Residential Code. ,, '�..,-a
to have regular 1/2"sheetrock.All walls to be taped and finished. ,�° � ��np �`.� !^�� �� �!
3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 #o be reduced tol-16d nail per foot. ��CA" �/� ;, .�'�- " ''�� �" e� SCALE: 1/4"=1'-0"
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of �6.. . ` � ,qa �
14).Alt roof with a pitch Iess than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. �`.;-'';� i ,� �F,
SO�L COMPACTION: flame and products of combustion. 4 E�,��,�26-. �� . y JOB#:
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM � p.'°.;.,.rx'�',.:: �
� �-� : ---'i .�' Janu 06,2016
torch down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR �y ,.�a:�'.�:;�••„;:� �' �'
5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S. Residential Code. _ � �' SHEET NUMBER:
TO VERIFY EXISf1T�lG SOIL CONDITIONS PRIOR TO FIIL. o-� d'" � �,���
.., ,,r
16).AII sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED_ `d+'?``� y ��i+?y°�'3�/'-tw .�,z4
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. �''��_
2).COMPACTION OF NEl1V FILL SNALL 8E AT LEAST 95%PROCTOR Y��"����w���
DENSITY(PER ASTM D 698 AND ASTM D 1557j. COMPACT THE NOTE: • �j _�
SOIL AT 12°LIFTS(fYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 1�'�
TESTED BY A PROFFESSIONAL AGENCY FOR CdMPACTION. EXISTING CONDITIONS. MlN IMUM 3000# CAPACITY.