HomeMy WebLinkAbout42902-Z o�gu eco TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
vy - SOUTHOLD, NY
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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#: 42902 Date: 7/27/2018
Permission is hereby granted to:
Zash, Matthew
172 Waverly PI Apt 4B
New York, NY 10014
To: construct interior alterations (including new windows and doors) and to legalize "as
built" outdoor shower to existing single-family dwelling as applied for.
At premises located at: VOID
400 Beebe Dr, Cutchogue
SCTM # 473889
Sec/Block/Lot#97.-7-3
Pursuant to application dated 6/5/2018 and approved by the Building Inspector.
To expire on 1/26/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $248.40
CO -ALTERATION TO DWELLING $50.00
Total: $298.40
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Building Inspector
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Form No.6
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:ith accurate location of all buildings,property lines,streets,and unusual natural or
1. Final survey of property w
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 April 9,1957)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
ential$15.00,Commercial$15.00
5. Temporary Certificate of Occupancy-
Date.
New Construction: Old or Pre-existing Building: (check one)
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Location of Property: Street Hamlet
House No.
Owner or Owners of Property: - s
Suffolk County Tax Map No 1000,Section 1 Block / Lot
Subdivision
Filed Map. Lot:
f Date of Permit. Applicant:
Permit No.
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate
Final Certificate: h cjo )
Fee Submitted:$
AA aA cant S
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
1-
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'FOUNDATION (2ND)
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ROUGH FRAMING&
PLUMBING d y \I
INSULATION PER N.Y:
STATE ENERGY CODE
FINAL
`` ADDITIONAL COMMENTS
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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 of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
South oldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
91 Flood Permit
Examined + ,204_ Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved ,20� Mail to:
Disapproved a/c
Phone:
Expiration ,20
® � V L� IlIl`l di pector
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JUN e 5 2018 PLICATION FOR BUILDING PERMIT
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Date 0(w ®3 , 20
IBM, DING DEPT' INSTRUCTIONS
TOWN OF SOUTHOLD
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.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is,owner,`,lessee, age t, architect engineer, general contractor, electrician,plumber or builder
Name of owner of premises C0611eT ,,AA �
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(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 of land on whic proposed work will be done:
O bgr,6g, OR/
House Number Street Hamlet
County Tax Map No. 1000 Section Block ® , Lot ��
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy '9/1'6 C4=— Fi'�er-7/5"1 /e
b. Intended use and occupancy �✓
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3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work A-)e j wfllv 0.y
(Description)
4. Estimated Cost 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
6. If business,wi mer ial ormixed oc5gipancy, 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
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rar Depth
10. Date of Purchase Name of Former Owner "' a
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 preraises Phone No.5�63�l 0 13 C-P
Name of Architect C ���T��"Z— Address Phone No 72
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESXNo
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITSPAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES K 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�C
* IF YES, PROVIDE A COPY.
coNNIB D.BUNCH
STATE OF NEW YORK) Notary Public,State of Now York
S No.01BU6185050
COUNTY OF SU/�'® Qualified in Suffolk County
Commission Expires April 14,2
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract above named,
(S)He is the
(Contractor, Agent, Porporat6 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.
Sworp to before me this
{� day of 20
& � -
Notary Public Signatu o Applicant
V
Scott A. Russell � � ST01[UWWA'r EJK
SUPERVISOR MANAGEMENT
SOUTHOLD TOWN HALL-P.0.Box 13.79
&SM Main Road-SOITTHOLD,NEW YORK 113?2- y Town of'Southold
CHAPTER 236 - STORAWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
' DOES TMS PROJECT R] OLVE ANY of THE FOLLOWING
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. t
® E. Site preparation within the one-hundred-year floodplain 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, STOP! Complete the Applicant section below with your Name,
Signature, Contact information, Date & County Tax Plop 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: {Pro owner Design rof ronal Ag�rt contractor,ott�d S.C.T M. 1000
NAME _1- —L �` DCO
Section Block Lot
' FOR BUILDENG DLPARTWILNT USE ONLY
Contact IrJorrrsatioa
Reviewed By:
- - — — — — — — — — — — — — — — — —
Wee-
Property
Address/Location of Construction boric: — — — — — — — — — — — — — — — —
O� /7� —E —
Approved for processing Building Permit. — — —
(/ Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required.
Li (Forward to Engineering Dep--artntent for Review.)
FORM Siv1CP-TOS MAY 2014
Focx��
Town Hall Annex Telephone(631-1802
54375 Main Road Fax(631)734-9502
P_O.Box 1179
coo
Southold, NY 11971-0959 %_
BUILDING D_-EPAltT•ME T
NOTICE OF UTILIZATION.OIn_TRUSS TYRE OONSTRUCTLON, PRE-ENGINEERED
WOOD CONSTRUCTION AM_-,3RTIMi3ER CONSTRUCTION
®ate:
Owner- .� `:;�
rpa Y -a '
r Location of Property:
- Please take notice that the(checik af e):
New residential ztructure
Addition to edstincg residential strach-e
Rehabilitation to ap=. Iing.r ental sku�r+e
7v to be constructed or performed at thaoi � -; a above will utilize r
(check applicable line): ,.
Truss type constrciitiifOlt
Pre-engineered
Timber construction 'O _
in the foilowirig location(s)(check applicable line):
1=104f framing, iridil i i r3••k3lri�d ��..
Floor an o •tliiIn '
Signature:
lame (Person.scabrrri#fiag lj?lp$er:
Capacity(check applicable line): =
Owner
Owner representative
TrussResRegMdocx Effective 1/1/2015
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�b SURVEY OF PROPERTY
AT EAST CUTCHOG UE
TOWN OF SO UTHOLD
SUFFOLK COUNTY, N. Y.
1000-97-07-03
SCALE: 1'=30'
j JANUARY 19, 2006
o NOVEMBER 15, 2012 (UPDATE & TOPO)
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6.9 3p p0. (���� 2p2• Hf X l � FQP ELEVATIONS REFERENCED TO N.A.V.D.
FLOOD ZONE FROM FIRM MAP NUMBER 36103CO164H
�pT aq �� 0 �� SEPTEMBER 25, 2009
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LOT NUMBERS REFER TO "MAP OF MOOSE COVE"
0 9 = �� io�a• FILED IN THOUNTY CLERK'S OFFICE ON
oRAAUGUST NO. 3230.
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f N. Y S LIC. NO. 49618
ANY AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA TION Ado. P' , lC EYORS, P.C.
AREA=19,477 SQ. Fr. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. a�� , j 765-5020 FAX (631) 765-1797
EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICA77ONS
TO TIE LINES HEREON ARE VALID FOR I THIS MAP AND COPIES THEREOF ONL Y IF .0. BOX 909
■ =MONUMENT SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 106-107
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APPRO EqD AS NOTED REVISIONS
DATE: (j g P �.._,�C�s11L=..
FEE: 1 �, 6 BY. NEW YORK STLY WIATE TH & TOWN ALL CODES
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NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
I. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE S t ,N BOARD
2. ROUGH FRAMING & PLUMBING SODTROBD7p�1giEES
3. INSULATION f
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. oO0 oho
ALL CONSTRUCTION SHALL MEET THE 0
REQUIREMENTS OF THE CODEnOF W
R OCCUPANCY OR
--SIGN 011 RO S.
USE IS UNLAWFUL
WITHOUT CERTIFICATE
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OCCUPANCY � M
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RETAIIN STORM WATER RUNOFF
EX.WINDOW %
TO REMAIN PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
EX.SIDING REMAIN EJ
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1.REMOVE AND R CE EXISTIN OOR AND RIGID
INSULATION. /�
2.NEW HVAC DUCTWORK(INSULATED)TO BE DESIGNED W O
AND INSTALLED BY MECHANICAL ENGINEER/INSTALLER.
3.FILL IN CONC.BLOCK WALL PENETRATIONS. >
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4.INSTAL 7(R10)T&G DOW BOARD RIGID INSULATIONT/1 W Z
ALONG INSIDE PERIMETER AND BETWEEN JOISTS AT � LL!
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LU 5.MECHANICAL CONTRACTOR TO PLAN VENTING AND m 0
CONDITIONING OF CRAWL SPACE. O U
6.MECHANICAL CONTRACTOR TO INSTALL FURNACE f
IN CRAWLSPACE AND CONFIRM REQUIRED SPACE. U
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1"STEEL ROD(AS DESIGNED BY CONDON ENGINEERING,P. MLR: duAn86aMroomz
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e� SISTERNEW(3)1314"x5.3" OUTDOOR ---------- 11-----------II ---------- ,I-----------11 --------- a-- W
r___,__---_�I----___--_—IT---_______TI___—__—____11_________
LVLTOEX.27iGRSFfER SHOWER 1 ' INSULATE R'Rs w/R40 FOAM INSULATION II '
114'A38 STEEL 1 1 I I 11 i t II ' � 1-�
SISTER T�W(3)1314"X5S" wp1_ / (4)1Pz"0�L��, _: F PLATE 1 I I N „ MINIMUM R40 ,I „ w
LVL TO EX.2M RAFTER t se' � -' 1 I 1 u n , „ u n ' --
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--------- I N II 2 —2 u n ' T TO AQ IA
ITL ALLT ILET EX. BEDROOM No. 1
CUT BAC X.FIREPLACE .. I
t '• ,.r'' jlc- -V \ I WALL.RMOVEEXISTING EXISTING LIVING ROOM , Ljj
� .A36$ � syr , MIN. L V 0 SOLID STEEL ROD @ 4'-(r O.C. 1 HEARTH,REPLACE TO 11 11 _\ ' 1 1
7 S4� CATHEDRAL CEILING ,
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REPLACE EX.DOORI CQSTYLE/TYPE PER OWNERH_ 1 (2)2X1 HDR 1 I (2 X HDR (2)2X R
------------------------------ ---I ---------- Y
J ELECTRIC EX.MECHANICALS TO BE APW3044--3 T-O" ACW3044 ACW3044 C1
aopeVa^PERFOOTPITCHTODRAIN 11—
PANEL VERIFIED AND REVIEWED 45min.FIRERATED W
N na > �-
TMA°HO :D DOOR PER CODE EXISTING PORCH 1.NEW FLOOR REGISTERS FOR HVAC TO BE INSTALLED.
PLUMBING SCHEMATIC iv ALTERED p? w
N.T.S. 2.AIR RETURN/HANDLER,DUCTS AND VENTS TO BE
Z
INSTALLED. CA W
�_
CATHEDRAL CEILING: P4m
ROD TIES PER DESIGN BY: 3.NEW WALLS TO BE INSULATED. W O
00 hf iT'�1
CONDON ENGINEERING,5/06/2018 ----------------------- m
I"I r�i fl STAIR RAILING PER CODE 4.NEW DRYWALL TO BE 5/8"THICK RE O _
• 3` • ----------------------- E D,q,Q o U
1 I I I 5.INSTALL MiN.SOOgaI(TBD)LP TAN X C d F.
BE VE EXTERIOR TRIM TO BE CLEAR CEDAR VERT WITH MECHANICAL
OWNERNFIED W/OWNER I
(MINTO E 10')).TANK TO BE SOUTH U
QFA y
ENTRY DOOR EXT.TRIM TO BE
5/4X6 w/5/X2 ON EDGE.
EXISTING GARAGE 6.REMOVE EXISTING SIDING AN
E IDE
5/8"TYPE-X FIRE RATED DOOR TO ALL OTHER EXT.OPENINGS(AS AND REPAIR WALLS AND OPEN
SHEETROCK PER CODE , HOUSE WITH FELT PAPER UNDE
II j j I I• I II I I I I 1 TO BE 18"R&Rs.PRESTAINED WIT Ig
/� REMAIN SHOWN)TO BE 5/4X3
..nuc TYPICAL WINDOW OPENING. 1 j 111 ' J ' ,l I ( I �I �� OF N E W't``{D DRAWN: MI I/MS
TMµW1 I ( 1 SCALE: 1/4"=1'-0"
FIµL 0.aPENiN: FLOOR PLAN JOB 1,
M ate" W
T'PICAI MULTIPLE fIPENtNt:c-
FTM PROJECT NORTH June 01,2018
d� WINDOW TO TT _ SHEET NUMBER:
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL.Rt NDONV SCALE: 1/4 - 1
AS PER SEC.1609.1.2,2015 IBC:AETERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GV G)
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REVISIONS
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
ENDWALL RAFTER
WALL STUD
CRIPPLE STUD
0
BOTTOM PLATE
0 oO
RIDGE LEDGER B ATH TUB
HEADER DOUBLE JOIST O
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP
2ND. ADS5 ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24. 20 o. STRAP APPLY O'/ER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER'
FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q�
ti M
WALL STUD N
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR ° w
METAL STRAP Ln
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL U
RIM BOARD
CHIMNEY RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERSJAI'NTAI
N
ETILATION WOOD JOIST eL ~ U r
•• •• •• •• "• SIDEWALL FLASHING t
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING z
BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WIAND ALL WINDOW/DOOR OPENING JACK STUDS BETWEENWALL FINISH AND MINIMUM NEEP FREE VENTILATINFASCIAFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE GUTTER
THE SPACE VENTILATED. ALL WOOD GIRDER
NSTALL 4'0" O.C. �i SHALL BE COVERED WITH COR4" - 8" LSTA24 -1/4"x24" 20ga. STRAP AND JACK STUDS 0RESISTANT METAL MESH WITH ONTIN. SCREENED VENT
ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
i AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / �.i ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOVN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS �i e 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOICONNECT TO VN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS �� KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING/ •• �''
eROOFING LAPS BASE
FLASHING 4 INCHES a
- — — BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME Q
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O W
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ^
WOOD JOIST F__� H
TOP PLATE O
GIRDER/HEADER
SIDE WALL FLASHING w
1ST. FLOOR WALLSTAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DAND RAKES D PROVIDE HEMMED EDGES SO RAFTERS
RAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8'• LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR ;UNNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. P.AFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ;ONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE
TERMITE SHIELD I --SUBFLOOR
SILL GASKET WOOD JOISTS
r �
TYP. CONC. FOUNDATION ( n ` 6OMIL. POALYY GASNE
GASKET- 1`, I 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR GRANULAR FILL • V� BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR
1/2 " DIA. BOLTS ® 48" o.c. STAG.
• V o STEEL COLUMN I ' � � ,•p � ' ,� � E
A it, ` I
CONIC. SLAB p • ANCHOR BOLT EMBEDMENT // "I \ % �^
p v ` • 4 I • 4 e • : ROOF JACK �� �� STEEL BEAM v
e 4" x 1/4" x 8" STEEL
�• I- � 1'O aOURED CONCRETE: 7" �
• L �
�
'v
COMPACT FILL : 3LOCK WALL: 15"
� � � TOP AND BOTTOM PLATE
p �, • ROOFING LAPS � Y
KEYWAY FOOTING oV p • • 4 • FLASHING AT % WITH 1/2" x 6" ANCHOR BOLT
e s Q'p •• 0, Q GONG. FTG. •p Q•p Q o' SIDES AND TOP N
0
• ;O ANCHOR BOLT CONNECTION USE WTH 3x3 SQUARE WASHERS `` l V
(USP LBPS58 OR BP583) 1/2" GROUT
p REINFORCING BAR -' 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT
SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS ) ER
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM Q W
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC W Z
TYPICAL BEAM DETAIL �J�
LASTERS SILL PLATE TO FOUNDATION _J m W
TYPICAL WHERE NEEDED FOFOR DSTRUCTURAL YBRIAC NG. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING (Y 1 W
WALL BOTTOM PLATE TO FOUNDATIONW w O
SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
m
c)
r-SUB 5 c) U
CONC. SLAB I DOOR FRAME ��vIN S �/
6X6 10/10 I GE /S� I]� � may' 1 U
COMPACT FILL
DOORl7 �1k• C
E USE 2X8 TEL t y�
FOR BLOCKOUT 7) ¢ ave
•�; 4' SLAB °v ,I
P.T. PLATEW/ 6X6 WMM M SLOPE �, N X11^1
/�/ • 4"DRIVEWAY —_ NOTCH JOIST AND ADJUST HEIGHT
• 1/2" AIR SPACE . 4 1 • (WITH A NAILING PLATE IF NEEDED) A
• �p'� AT END AND e• •" • n •• •• • TO BE APROX. 1/2- OR HIGHER THAN }
yt•p ES OF WOOD �p r •• •• • •• STEEL BEAM TO ALLOW FOR SHRINKAGE 0223
RA E • a ^?"a • • q,.�l BEAMS •D e •O • . •• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) O
6X6 W.W.M. '�• — °• s _nl 4 F N ENN DRAWN: MH/MS
12" s �D s D • 4 • 4 • 4 • 4 e •O 'p _
MIN. °.�; e • '• Q'p Q'O n'r .° _��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM 4 • • �e —SUB FLOOR SCALE: 1/4"=V-0"
•• d REINFORCING BAR NOTCH EQUALS 1/4 DEPTH 0 BEAM D e• • II—II
.D ► REINFORCING BAR > • °_ O•.•'e >,e DIST JOB#:
DRAIN TILE 12 IN ° ;• SHEET METAL / 30(/ FELT UNDER BEAM AT POINT • 4 6- 0. 0.• — STEEL BEAM
OF CONTACT WITH CONCRETE OR CONC. BLOCK I i OF O1,2018
s! 3" 1 PLATE (BOLTED TO BEAM) SHEET NUMBER:
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) //4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS.
SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
REVISIONS
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of l0d common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3.8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:/-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:8d COMMON JOIST
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS.CROSS SECTION AND GENERAL NOTES oOo 0�
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFQvI-SBC END NAIL 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 uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. 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 LOADS PSF)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAILN
QTY. SPACING
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200
M
ti
(DESIGNED FOR CAT.C)
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY �
P PLATE TO
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TO2-16d COMMON PER FACE NAIL V Ln �
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTIONko
�]
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE -; K > w
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE l EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Ln
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 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v ,,
P PP STUD O.C. NAIL Sym.: O eso n
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v s
7).The General Contractor is to consult with the owner for all built-in items 1/2 inchgyp Panel 16d COMMON SMOKE&CO2 DETECTORS k"
sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at HEADER TO 16"O.C. FACE +HEADER ALONG EDGES NAIL ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. �
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified U
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: YP q appropriate CLIMATIC & GEOGRAPHIC DESIGN CRITERIA x
Type II exterior factors
shall meet the requirements of table 3.15a-b times the ro riate FLOOR JOIST,BAND JOIST, 2-16d COMMON, PER FACE NAIL
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to 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. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING MODERATE SLIGHT TO
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 8 SEVERE 3 FT. TO HEAVY MODERATE 11 YES -
concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL
B).coNNECTIONSAROUNDEXTERIORWALLOPENwGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
2- d COMMON
8
4'PERIMETER EDGE ONE 8d COMMON 6"O.0 8d COMMON 6"
5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be TO JOIST END NAIL Z C @ @ O.C. SEE NOTES:13
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1BOTH FIELDS
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3•16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. I (BOTH
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). P P g
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 E-+
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3 16d COMMON Q
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft,of area.
JOIST ON LEDGER PER TOE NOTES Q Z
7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-Sd COMMON FOIST NAIL Z
N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
PP g P BAND JOIST PER END
the below rade onion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMO
g p P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
1 P 2•16d COMMONw
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. �
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of 2006 SBC High WindNAIL NAIL Z
3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For C
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. \VFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING:
NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
5).All flush beams/headers to be installed with heavy duty galvinized hangers and
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
PANELS WFCM-SBC be used. T/1
anchors where applicable to all connecting joists. PLUMBING NOTESV 1
7/16"OSB 3"O.C.EDGE
bd COMMON
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y
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 to 6 inches o.c. �l
on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD O
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. j }-
other access openings unless otherwise noted(typical). FLOOR SHEATHING: p�
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 'V w
g P pp Y provide adequate bracing and plates to r JOINT DESCRIPTION Z
8).Dormers running u roof rafters are to be supported b double rafters on either side P q g P protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ❑
state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. W Z
where applicable unless otherwise noted. STRUCTURAL PANELS 8dCOMMON 6"O.C.EDGE mLLi
9).Provide block!ng/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists 1"OR LESS 12"O.C.FIELD
HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED LLi �
under all bearing walls. g PP safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) m O
1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safe and to form an effective fire barrier between stories,and between a top story and the roof space.
requirements. Fireblockin shall be provided in wood-frame construction in the following locations. c _
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g q V
needed. MENTIONED IN SCHEDULE NOTE;ONLY. "T
2).HVAC subcontractor is to fully coordinate all system data and requirements with the
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-ply equipment supplier. C)
P Y Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fiireblocked at intervals not exceeding 10 V
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-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
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 use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, �.SERED qRc
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. -
1).All electrical to be installed as per N.Y.S.Residential Construction Code. O BEV IN.,3
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �`� gylZ
ceilings and over furnace to have 5/8 thick type-x sheetrock,All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. r (�
members.the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. DRAWN: MH/MS
to have regular 1/2"sheetrock.All walls to be taped and finished.
to be reduced sol-16d nail per foo-..
3).All electrical work to comply with 2014 NEC. � � SCALE: 1/4"=1-0'
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or ,
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of N
� `I '1� JOB#:
4.Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. N
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ) g P � i
torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR f7 June 01,2018
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. �� ?2339 0Q' SHEET NUMBER:
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to w'
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. OF N E`N
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE:
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOILAT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.