HomeMy WebLinkAbout38710-Z(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 38710 Date: 3/12/2014
Permission is hereby granted to:
Beyers, Seth & Sachey Beyers, Carla
86 Edmore Ln
West Islip, NY 11795
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
1720 Indian Neck Ln, Peconic
SCTM # 473889
Sec/Block/Lot # 86.4-6.2
Pursuant to application dated 2/24/2014
To expire on 9/11/2015.
Fees:
and approved by the Building Inspector.
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $270.40
OF SOUTHOLD
aTOWN
BUILDING DEPARTMENT
�SUFFot��,
n
TOWN CLERK'S OFFICE
k • a�
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 38710 Date: 3/12/2014
Permission is hereby granted to:
Beyers, Seth & Sachey Beyers, Carla
86 Edmore Ln
West Islip, NY 11795
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
1720 Indian Neck Ln, Peconic
SCTM # 473889
Sec/Block/Lot # 86.4-6.2
Pursuant to application dated 2/24/2014
To expire on 9/11/2015.
Fees:
and approved by the Building Inspector.
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $270.40
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.n et
Examined Val l 20
Approved &/;2// 20
Disapproved a/c
Expiration , 20
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
C.47seis of $uifding Plans\
1Planning Boaz pd as provaP
—Survey'a
PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Storm -Water Assessment Form
Contact:
Mail to:
5 -, --!�
1
Building Inspector
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS
Date 1)&&,)6r 3 120 1 �,
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 applica Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demo ' as erein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing co d re ations, and to admit
authorized inspectors on premises and in building for necessary inspections. -
Ae ( ature ol'applic-16, name, if a corporation)
&0 !'JM"") 5+. ke, 2Cc- . ��1V,- NYl11�Z
(isailing address
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
A 1^c!n i �ec+-
Name of owner of premises
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.
Location of land on which. proposed work will be done:
17.20 M& -K Lane- 10Gton iC-
House Number Street Hamlet
County Tax Map No. 1000
Subdivision
Section U BlockL{ Lot 2-
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 G i'►h � +�/rl h C `� id e/1 -
b. Intended use and occupancyaj le �.mi in (CSJeACe-
3. Nature of work (check which applicable): New Building Addition ✓ Alteration ✓
Repair Removal Demolition Other Work
(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, commercial or mixed occupancy, specify nature and extent of each type of use.
t ,
rl � r/ �
7. Dimensions of existing structures, if any: Front �� I-oil
Rear - Depth _ 1 O - d
Height 2SZ'-(� tT Number of Stories I "/a
Dimensions of same structure with alterations or additions: Front W It I_0l1 _ 6 Rear �
Depth 6 y I -C) y - Height ZS 1- (o1i Number of Stories
8. Dimensions of entire new construction: Front -- 0)1 Rear O �- f711 Depth I �' 10
Height / �- /V" Number of Stories
9. Size of lot: Front �t+'o - Rear ��d d Depth 2-�Jn I- 0
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 0-� P-ji 4fv14-1ca I A -,(-
12.
G
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 V
14. Names of Owner of premises .v Address 86 1:4m -e- L.,,,Z, W"++one No.
Name of Architect AL4 I�[���rJntc.(�C� Addressl(p /A;n SI- �iyj;PhoneNo %31 -460a) -2 13O
Name of Contractor I Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO.
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF p )
P)&!q IV i�l1' -jj -'C'6
(Name of individual signing contract) above name
(S)He is the / ' -c- 1 �2
being duly sworn, deposes and says that (s)he is the applicant
d, CONNIE D. BUNG�H
Notary Public, State of New York
(Contractor, Agent, Corporate Officer, etc.) OUpdified In Suffolk County
Commission Expires April 14, 2.� ,
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.'
worn to before me this
(n -{-f, day ofC-QN-20�
—44
Notary Public Signa " e of Appl' t
UFFQ
Scott A. Russell 10 James A. Richter, R.A.
SUPERVISOR CO Michael M. Collins, P.E.
SOUTHOLD TOWN HALL - P. O. Box 1179 0 53095 Main Road- SOUTHOLD, NEW YORK 11971
Telephone #: (631) - 765 -1560 Fax #: (631) - 765 - 9015
MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US JAMIE.RICHTER@TOWN.SOUTUOLD.NY.US
Office. of the Engineer
Town of Southold
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
(TO BE COMPLETED BY THE APPLICANT)
..... . ................. ...
PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application.
isJ
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) PROPERTY OWNER (if Different from Applicant)
NAME: RomNem NAME: Qe"J�'d SJ 12 rs
ADDRESS: &Me ADDRESS: 8(0 FdMor—eLunt
Z)vm u"%Ue, NY 11792—
Telephone Number. 3 - 2-1-2) 0 Telephone Number:
6 6
Completed Applications can be picked up at the Engineering Department after being notified by the Department, or;
it can be Mailed to the Applicant with the submission of a Self Addressed 8.5" x 11" Envelope & Appropriate Postage.
. ......... .. . .... ... ... .. -
DATE: -2-161t 41
Property Address Location of Construction Work -
1'72 -e) MnAcA hec6 Lane,
S C T M #: .1000
District Section Block Lot
ReC&I't�t N11 hq6la
Required Documents for Stormwater Review:
Copy of Complete Building Permit Application.
FK Stormwater Management Control Plan. (2 Sets)
Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F, when New Impervious Surfaces are
created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re -Surfaced.
De Minimis Projects will NOT be Subject to the Submission of a SIVICP During the Stormwater Review!
Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors & Windows, Deck Construction
with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work.
A Complete Description of the Scope of Work Proposed under the Building Permit Application.
A Completed 8 to9!@Aer Review Checklist. If No or NA are Indicated, Justification is Required.
.. - -- ---........... ... . - .. .. /. .... I - .. - _ .. .. , I . .
% .. - - -- ... - - .. -- ... . .... .. . .. . _ .. .. ... ... . .. -- -----
50FRX
o
W
�l
CHAPTER 236
STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST
DATE: 2 /(o // W APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
NAME: �� �2m,5cyt ir�i
S C T M #: 1000 $ �o. 2 Telephone Number:
District Section Block Lot 3
S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided!
1. A Site Plan drawn to scale Not Less that 60' to the inch MUST
show all of the following items:
If You answered No or NA to any Item, Please Provide Justification Here!
YES NO NA If you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries
00
b. Total Site Acreage.
00
c. Existing - Natural & Man Made Features within 500 L.F.
of the Site. Boundary as required by § 236-1702).
d. Test Hole Data indicating Soil Characteristics & Depth to Ground Water.
e. Limits of Clearing & Area of Proposed Land Disturbance.
0 - I rk fxown La4r^ — 5 PQ le r3rown '0
0 0 o G e&rin Vaor
f. Existing & Proposed Contours of the Site (Minimum 2' Intervals)
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage improvements & utilities.
h. Spot Grades & Finish Floor Elevations for all existing &
proposed structures.
I. Location of proposed Swimming Pool and discharge ring.
00 n p evq wi si G
j. Location of proposed Soil Stockpile Area(s).
=0
k. Location of proposed Construction Entrance/Staging Area W.
1. Location of proposed concrete washout area(s).
0
M. Location of all proposed erosion &sediment control measures.
0 0 S I a
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture, store, and infiltrate
on-site the tun -off from all impervious surfaces generated by a two (21 inch
rainfall / storm event.
3. Details & Sectional Drawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to:
a. Erosion & Sediment Controls.
b. Construction Entrance & Site Access.
c. inlet Drainage Structures (e.g. catch basins, trench drains, etc.)
d. Leaching Structures (e.g. infiltration basins, swales, etc.)
FORM x SWCP Cherk I.igt - T(l.0 .1AN 9nld
057 11= (o,
0V IN I iut a ,
=EYI= no
4er
APPROVED AS NOTED
DATE: B.P. # O
FEE:$1, z, BY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
I. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & .PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
RETAIN STORM WATER RUNOFF
PURSUANT TO CI-IAPTER 236
OF THE TOWN CODE.
OFF ICS
COIVIPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIREDA Kim
SO�t�gA--
��u6Al;ll�10BOARD
SGAGIL. �6U�EES
0CCUPANC'Jj OR
USE IS UNCAWRJL
WITHOUT CERTIFICATE
OF OCCUPANCYt
ZWAXIN6 5YN/BOL 4LE6EN17
SYMBOL DESCRIPTION I SYMBOL DESCRIPTION
x 5ECTION TAG- 5EE ELEVATION TAG -
x -x DING. A5 NOTED O 5EE DWG. A5 NOTED
x
TAG- 5EE DWG.
x -x
FIN15H TAG- 5EE FIN15H
LEGEND $ CEILING FIN.
x -x
A5 NOTED
RECPT.
RECEPTACLE
LOCAL BUILD/N6 DEPARTMENT AND THE N.Y.S RE5/DENTIAL GON5TRUGTION
LEGEND
RE/NF.
REINFORCIN67
PLUMBING
-
ELEVATIONx_x
�
ACCE550RIE5 TAG -
BENCHMARK
5EE ACCE550R/E5
.
DTZ.
DETAIL
LEGEND
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TD �RG ON5 FROMTHE A�O17ECT 5 DRAW/N65 MUST BE 5104ITTEP
EXTERIOR FIN15H TAG -
ROOM
xxx
ROOM NUMBER
TAG
❑x
5EE EXT. MATERIAL
Dk6.
DRAWING
LEGEND/5/TE
DOOR TAG-
DWL5.
PROP05ED WALL5
2.
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/9.
REFER TO FLOOR
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DOOR 5CHD.
PLAN5 FOR 51ZE
OSCHEDULE
WINDOW TAG-
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PROP05ED DOOR
REFER TO FLOOR
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PROPOSED
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TAG
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FIXTURE5 FOR
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SHOWN ON 71dE PLANS UPGRADE 5ERV/GE, hfETER AND PANEL A5 MAY
FUTURE
E ECT
COMBO CARBON MONOXIDE
51,10KE DETECTOR
O5MOKE
DE7EC TOR 5HALL BE
HARDWIRED TO CENTRAL
O
SHALL BE HARDWIRED
TO CENTRAL 5 r57EM
EN6.
5'K5 TEN W/TH BATTERY
4.
WITH BATTERY BACKUP
BACKUP
W
EWAL
LIST OF DRAWINGS
C3-1 - NOTES, LEGEND, ABBREV/A T/ON5
C5-2 - CODE COMPLIANCE NOTE5 $ DETA/L5
D-1 - TYPICAL DETA/L5
PP -1 - PROP05EO 5/TE PLAN
A-1 - PROP05ED BA5EMENT / FOUNDATION PLAN
2 PROP05ED F/R5T FLOOR PLAN
A-3 - PROP05E0 5ECOND FLOOR PLAN
A-4 - PROP05EO ELE/AT/ON5
A-5 - PROP05EO 5ECT/ON5
ENERGY CON5ERVAT/ON
I. ALL HORK ON 7915 PROJECT 5HALL CONFORM TO THE NEW YORK 5TATE EAER6Y
CONSERVATION CGN5TIWT/ON CODE. (LATEJr' T EVITIOM1().
2. 7H/5 PROJECT /5 DE5/6NED ACC-ORPIN& TO PART - 5 OF THE NYS EAER67'
GON5ERVAT/ON AND G0N5T7W 7TON CODE, 13VIL.D/M6 DE5/6N BY ENVELOPE
METHOD" (TABLE 5022); UNDER ZONE 116 (50FFOLK COW7Y)
3. ALL EXPOSED HOT WATER PIP/N5 AND/OR }EATING PX T5 TO BE /A LI.ATED A5
PER 5EG. L x03.3.3.1 AND E504.5 OF THE NY5 &T Y' CODE.
AFF/DA V/ T OF ENERGY CODE CONFORMANCE:
hE, NEM5GH/CK 5/LVERMAM AIRGH/TEGT5 P.G., AGKNOhLED6E AND
A77F5T THAT TO 771E BE5T OF CM KhVPLED6E, BELIEF, AND
PROFE-55IONAL JV&MENT, 79/5 B/IL01%, 15 DE5/6/ED /N COAFORMANGE
W/79 77-E NEW YORK 5TATE ETERGY CON5ERVATION GON5TRUCTION GOD/:,
LATF5T EDITION.
;~MW DATE
NEMSCHICK SILVERMAN ARCHITECTS P.C.
.. the business of ARCHITECTURE."
33105 Main Road, Cutchogue, New York 11935
Phone: 631-734-7007 Fax: 631-734-7347
http://wvvvv- ns -arch _corn
A551REVIA 7/0M5
A. AREA
A.B. ANCHOR BOL T
A.G.I. AMERICAN
IN5Tl7UTE
A.D.A. AhERlGAN5 WITH
9I5ABILITIE5 ACT
ADH. ADHESIVE
A.F.F ABOVE
F/N15HED FLOOR
ALT. ALTERNATE
AL./ALW ALUM/MSM
ANDD. ANODIZED
A.N.5.1. AhJER/GAN
NATIONAL
5TANDARD5
1N5T/7V7E
APPROX. APPROXIMATE
ARCH. ARCH17ECTI
AV&. AVERA6E
B.O. BOTTOM OF
6D. BOARD
BLIX. BUILDING
6.FP. BACK
FREVENTOR
BILK BLACK
BLK6. BLOCK/N6
BR5. BEAR/M&
B7M BOTTOM
BTN BETWEEN
GAB. GAB/NET
G.G.F. COMPACTED
6RAM/LAR FILL
G.J. CQN7ROL JO/NT
Cl. CENTER LINE
CL&. CE/L/N6
CLOS. GL05ET
GLR CLEAR
COL. COLUMN
CONC. CONCRETE
COW. CONDUIT
CONN. CONIEGTION
CONST. CON571W TION
CONT. CONTIMJ016
CONTR. CONTRACTOR
G.T. CERAMIC TILE
C.5.1. CONSTRUCTION
SPEC/FIGATION
1N5T17UTE
GU. CU19/G
DBL. DOA51LE
D�
191A.D/ANETER
D/M. Dlf-0610N
INSUL. 1N5ULAT/0N
INT. INTERIOR
J -BOX JA CT/0N BOX
JST. J015T
JT. JOINT
IN 5bluRIER
LAM. LAMINA TE
LAV. LAVATORY'
LB5. PO)MD5
L.F. LINEAL FOOT
L.P. LOW POINT
M4 7L. MA7FR/AL
MAX. MAXIMUM
MEGH. 11,I65HAN/GAL
MFG. MAMiFAG7URER
M/N. MINIMUM
'M/5C. M/5GELLAN69 5
W. MILLIMETER
4.R M01577AYE
RESISTANT
M772. MOUNTED
M7L. KETAL
N.I.G. NOT /N CONTRACT
NO.. NOMINAL
NO.#W.. MJ19ER
NSF. NATIONAL
5AN/TATION
FOAVDA71ON
X T.5. NOT TO 5GALE
O.A. OVER ALL
O.G. ON C OER
OPf'16. OPEN/N6
OPT. OPTIONAL
OPP OPP0517E
PL. PLATE
PLHB. PL"IN6
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P'dL. PA11EL
PR PAIR
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P.5F. P0IMD5 PER
5WARE FOOT
P.5.1. P0005 PER
5QUARE INCH
PT. PART/NO/NT
PVMT PAVETENT
QTY. QUANTITY
RAD. RADIUS
C ON45 TRUC 770N NOTES
R.D.
ROOF DRAIN
I,
ALL WORK 15 TO CONFORM TO THE RULES AND RE6MAT1ON5 OF THE
l7
ALL 51BCON7RAGTOR5 5HALL PROVIDE ALL EQUIPMENT, TOOL5, FENCES,
RECPT.
RECEPTACLE
LOCAL BUILD/N6 DEPARTMENT AND THE N.Y.S RE5/DENTIAL GON5TRUGTION
7RAN5PORTATION, 5AF55UARD5, ETC., A5 REGUIRED FOR THE PROFER
RE/NF.
REINFORCIN67
CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED
EXECUTION OF THEIR WORK
�
�
A5 RELIEVING 7}E CONTRACTOR FROM EXECUTION OF ALL WORK IN
.
DTZ.
DETAIL
ACCORDAIaCEWITH ALL 5TA7E AND/OR LOCAL GORES
/6
TD �RG ON5 FROMTHE A�O17ECT 5 DRAW/N65 MUST BE 5104ITTEP
Dk6.
DRAWING
DWL5.
DOAEL5
2.
ALL ELECTRICAL WORK TO BE FIRE WDERINRITER 5 /N5PE6T ED AND
/9.
EACH CONTRACTOR AND 5UBGON7RAGTOR 5HALL BE RE5PON51BLE FOR
EA.
EACH
APPROVED. 5U9M/T GERTIFIGA7F TO OWNER UPON RECEIPT
6 MAINTAIN/NSAFELY ON THE JOB 5/7E DURING THE GON57Rb6TI0N
E.1.F.5.
EXTERIOR
/N5Ul..A TION
3.
ELEG TR/GAL CONTRACTOR TO VERIFY ELEC TR/CAL SERVICE AND PARCEL
TO COMPLY W/TH THE REGULATIONS AND RE5XJ/RE*7475 OF THE
FIN15H 5)5 764
FOR ADEQUACY IN PROVIDING NEW ELECTRICAL 1N5TALLATION5 A5
OCCUPATIONAL SAFETY AND HEALTH ADMIN/57RAT10N 7915 5HALL
ELEC./
ELEGTR/CI AL
H
SHOWN ON 71dE PLANS UPGRADE 5ERV/GE, hfETER AND PANEL A5 MAY
INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING ALL NEGE55ARY
E ECT
BE REWIRED.
TEMPORARY SUPPORTS AND BRAC/NG A5 MAY BE REWIRED PRIOR TO
ELEV/EL.
ELEVATIGNV
THE THE /N57ALLATION OF NEW 577W nRAL ELL-EN75, A5 {1ELL A5
EN6.
EMG/NLfR/ED
4.
ALL PLUt-119/N6 WORK TO BE /N 5TR/GTAC60RDAZE WITH N.Y.5 CODE
Al2EGUA7E AND PROPER BARR/GADE5, RAIL/NG5, L/6HT/N6, 5TA/R5, ETC.
W
EWAL
AND ALL APPLICABL.ELOCAL R59LAT10N5.
REQUIRED TO FR07ECT T-IEWORKMAN OWNER5 PER50NWL AND
5WIP.
55VIPINENT
OTHERS FROM INJURY DUE TO CCNV5TRM5TI0N AVW PROVIDE FREE
ETC.
ETCETERA
5
CON7RACTOR TO EFFECT AND MAINTAIN INSURANCE, LE CON7RACTOR 5
AND 5AFE P455A&E FOR RLFR50N5 TO AND FROM AREA5 AND
EX15T.
EX15T1N6
LIAR/LIT), WDRK4AN5 GOMFEN5ATION, COMPLETED OPERATIGNVS, ETC.
FACILITIES AHIGH ARE TO REMAIN.
EXP.
EXT.
EXP05ED
EXTERIOR
ADEGaUATF FOR THE PURP05E5 OF T4/5 PROJECT AND FURNISH PROOF OF
20.
20.
FIGURED D/hENSlONS SHALL GOVERN SMALL SCALE Z7RAW/N65 WHERE
F.D.
FLOOR DRAIN
5AI'E TO THE OhWER PRIOR TO COHMEN51W WITH WORK.
D/1'1E45/ON5 ARE E57ABLI5HEV BY CONDITIONS /F EX/5TIN6, EACH
FRN.
FOI'WDAT/ON
6.
EACH 5019r.ON7RAGTOR SHALL SUBMIT A COPY OF Hl5 INSURANCE
CONTRACTOR SHALL MEA5URE EX/5TIN5 GOWITION5 PRIOR TO ORDER/N6
FIN.
F/XT.
FIN15H
FIXTURE
COVERAGE (WORKMAN5 C0MPEN5AT10N, LIABILI7Y, Dl5ABILI7Y) TO
MA7FR1AL5 AND COMMEMGIN& WITH AMK.
FLR
FLOOR
THE 0AAER PR/OR TO GOMMENG/N6 hbRK EACH 5019C.ONTRAG TOR 5HALL
2/
GENERAL CONTRAC TOR AND H/5 50195 ARE RE5PON5/BLE FOR ALL LA Y-
FRZ.
FREEZER
5019MIT LIEN RELEASES PR/OR TO REQ(E5TlN6 FINAL PAYMENT.
OUTACRK INGLL/D/N6 SPECIFIED LAY -OUT DRAW/W-75 A5 REGUIREP
FT.
FTG.
FEET/FOOT
FOOT/NG
7.
CONTRACTOR 5HALL AT ALL TIME -5 PROCEED H/ 7H WORK A5 TO MINIMIZE
6E� CONTRAC TOR 5HALL CA90RD/NATE RESPECTIVE 5019CONTRAGTOR5
6A.
6AO&WA&E
50 A5 NOT TO GAU5E UNDUE HARP5HIP, DELAY AND INTERFERENCE WITH
GAL.
GALLON
THE OAAER5166ONVEN/ENCE, AND SHALL DO 50 /N A WORKMAN -LIKE
CON9ZT OR MORK.
&ALV.
67ALVAN12ED
MANNER.
&.G.
6ENERAL
CONTRAC TOR
d.
ALL 5AL VA6EABLE MA TER/AL5 AND EObIPM E -W /NGLUD/N6 F/X7URE5,
22.
CON7RAGTONR TO REMOVE ALL DEBRIS CREATED BY TH/5 WORK FROM THE
&D.
6RA17E
FWN15HING5 MILD DECOR IT545 SHALL BE 5TONRE2 AND PROTECTED FROM
5/7F AND D/5P05E OF /N A LEGAL MAANER ON A hEEKL Y BA5/5 OR
&L.
GYP.
&LASS
6YP5UM
DAMAGE UNTIL THE OkAER DEIFR4/NE5 THE CORR5E OF ACTION TO BE
500NER /F COWITION5 WARRANT
H.G.
HAND/GAP
TAKEIJWl7N SAME
23.
AT THE COMPLETION OF NORK, THE 51 TE /5 TO BE CLEARED OF ALL
ACCESSIBLE
DEBRI5 AND EXCE55 MATER/AL5. THE FACILITY 15 TO BE LEFT BROOM
H.G.
H.D.
HOLLOW CORE
H/6H DENSITY
Q
PROTECT AND MAINTAIN EX/5T/N6 UTILITY' L/NE5 WN/GH ARE TO
GLEANiv AND RmK /5 TO BE COMPLETED TO THE TOTAL 5A T/5FAG T/ON
10R.
REAMW
REMAIN /N 5ERVICE /N 5XH A MANNER A5 TO AVOID INTERRUPTION O
OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT.
HDW.
HARDWARE
7NE5E L/NE5. IME55 OTHERWI5E NOTED, ALL EX/5T1MG UTIL1TIE5 SHALL BE
HDWD.
HARPAWD
ALTERED, GAPPED, OR RELOCATED INA MANNER APPROVED BY 7HE
24.
THE ARCH17ECT HA5 NOT BEEN RETAINED FOR ADM/N157RATION OF THE
H.M.
G0"o G�OR(5)
60VLRNMENTAL AUTHORITIES AND UTIL17Y COMPANIES HAY/N6 _M15VICTI NV
CON57RUGTION OF THI5 PROJECT.
HT
HE16HT
50 A5 TO GUARANTEE A COMPLETE IN5TALLATION
H.VA.G.
HEATIN6,
25.
CON7RAGTOR5 5HALL COOPERATFWITH ALL OTHER TRADES AND MERE
VENTILATION A/R
ll.
CONIRAGTOR 5HALL PRO 7FGT, PATCH AND REPAIR ALL EX15T1N6 WORK
REM/RED /N5TALL ALL BUIL T -IN WORK, 5LEEVES, 1N5ER75, ETC., AS
CONDITION IN6
AVJAGENT TO H/5 WORK, OR DAMAGED A5 A RE56LT OF H15 WORK
REWIRED FOR A COMPLETE JOB.
/G.
150LA7FD &ROUND
A ERE EX15TIN6 MA7ER/AL5 ARE TO BE MATCHED, CARE 15 TO BE
INCL.
INCLUDE/ED
TAKEN /N BLENDING COLORS AND REPLICATING ADJACENT FORMS AND
26.
5EE N.Y.5. BV1LD/N6 GON5TRIC TION CODE MAAVAL FOR REWIRED lVO9
INFO.
INFORMATION
CONTOURS.
FRAME NAILING 5GHSDl/LEE,
IN57L.
IN57ALLATIOW
1RE6X/�
12.
BEFORE 5Ul9.11TIN& ANY Y
PROPOSAL, 1T 5HALL BE THE RE5PON51BILIT
GGNMGRETE
OF THE CONTRACTOR TO FAMILIARIZE H/MSELF W17H ALL EX15TING
RM.
R.O.
ROOM
RCM5H OPEN/NG
CGNVPITION5, MA7ER/AL5 TO BE MATCHED, WORK/N6 5PAGE AVAILABLE,
1.
ALL COMGRETF AVW SHILL CONFORM WITH 7HE RECD' IRBENTS OF THE
R. TV.
ROOF TCN° UNIT
5AFE7Y PREGAUT10N5, ETC. REWIRED FOR THE SAFE AND EXPEDITIOU5
AMER/GAN CONCRETE /N5TI7UTE A.G.I. 3/8 LATE5T EDITION.
SAN.
5ANITARY
EXECUTION OF 7915 CONTRACT. FAILURE 70 ,90 50 WILL NOT BE
2
CONCRETE GON7RACTORR TO 5ET AND PLACE FORMS WITH 57R/CT
5.C.
50L/D GORE
GAUSS FOR EXTRA C05 T5 TO THE ONER OR OWNER5 REPRE5ENTAT/VE5.
AT7ENT/ON AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVAT/ON5.
50H0.
xHEXLE
CONTACT 7NE ARCH17ECT IMNED/ATF1Y 1F FIELD CONDITION5 ARE
5ECT.
S.F.
5EG77ON
SQUARE FEET
FOAYD TO BE 07HER THAN TH05E -5fV MV HEREON PRIOR TO PROCEEPIN6
3.
CONCRETE FRO TFGTION FORREINFORGEMFNT SHALL CONFORM TO LATEST
W/7}/ MORK AFFECTED B' SAME
A.G.I. SPECIFICATION.
551TM
5M
5/MMIL.AR
SMALL
/3.
CONTRAC TOR 5 BALL VERIFY ALL DIMENSIONS PRIOR TO
4.
ALL TEMPERA TUBE REINFORCING 5HALL BE 50FF/C/EN7Z Y EMBEDDED TO
SPEC 5.
5PEG /F/GA T/ONS
FABR/GATIG►N
DEVELOP FULL 5TRENGTH /N ALL CONCRETE WALL5 AND 5LAB5.
50.
56VARE
50 FT.
56VARE FEET
/4.
D/5GREPANG/E5, ERRORS, OM/55/ONY5, ETC., /N ANY PORT/ON OF ThE
5.
PROVIDE ADEWA TF TIE5 FOR ALL 5TE EL REINFORCE12 /N 5LAB5, BEAM5,
5.5.,5/5
5TAINLE55 57EEL
DRAHING5 AHICH ARE AT VAR/AMGE WITH 79E LAW ORDINANCES, RAE -5
P/ER5, AND WALL5, REINFORCED TO BE HELP AT CORRECT D/5TANGE FROM
57D
57AMDARD
OR R651"T/ON5, BEARING ON THE GOMMCT OF THE MORK SHALL BE
FORMS AND EARTH BY 57aL CHA/R5 OR T/E5.
57L.
57FEL.
REPORTED PROMPTLY TO THE ARCHITECT.
577WE
57RUG7URE/-AL
6.
FOLLOW C.RSI. RULES FOR PLACING ALL REINFORCING 57EEL AND
5U°PL.
50PPLY/-/E9
/5.
IF GONDITION5 ENCOUNTERED DY/R/N6 GON57RGCTION DIFFER
AGGE550R/E5.
5U5p
MY FROM kM T /5 5W ON DRAW/N65, THE EN5/NEER SHALL BE
T
TB
T�
TO OUF BOLT
NOTIFIED /MMED/A7ElAND A RRK 5HALL NOT FR06RE-55 UNTIL
7.
CONTRACTOR SHALL 50HMlT CONCRETE MIX REPORT WITH
TtB
TOP t BOTTOM
ALL PROBLEMS ARE RESOLVED TO 77E 5AT15FACTION OF THE
COMPRE55/ON 7F5T RE56L75 TO ENGINEER FOR REVIEW PRIOR TO
T1 C7
TOWME t GROYNE
ENGINEER
5TAR T1N6 FOUNDATION GON57RUCTION
T EW.
TEMPERED
7YP
TYPICAL
/6.
ALL 5M5C0N7RAGTOR5 5HALL BE RE5PON5/6ILE FOR F/L/N6 AND
8.
REPRE5ENTA T/VE TF5T GYLMVER5 5HALL BE TAKEN FROM THE CONCRETE
UL.
UVDEWRITFR5
LABORATGRR/E5
OBTA/N/N6 APPROVAL5 FOR THEIR MORK ANIGH MAY BE REOUIREV
PLACID EACH DAY /N ACCORDANCE WlT9 CONCRETE 5PEG/FIGATIGN - .
TE57IN6 5HALL BE PERFORMED AT 7 AND 28 DAY5.
W.
UL 7RAVIOL.ET
V.
VOL T1 VOL TA&E
V.B.
VAPOR BARRIER
V.P.
VENT P/PE
VERT.
VERTICAL
W/ -W/o
W17HI/)NITHIOUT
WDD,
AMD
PVH..
WINDOW
hlH.
WATER (EATER
hP.
WATER PROOF
WT.
hE/6HT
W.W.F.
hELDED HIRE
FABRIC
NOTE:
THE LXME5 OF 77,E ARCH/755T AND HIS &FLOYEE5 OR A6ENT5 SHALL
TERMINATE WITH 77E GOMPLET/ON AND DELIVERY OF WORK/N6 DRAW/N55.
THE ARCHITECT l5 NOT RE5PON5/BLE FOR 5U°ERVl5/ON OF CON57RJCTION
OF THE P7RO.EGT, NOR DOE5 77E ARCHITECT HAVE AUTHOR/TY TO ACT ON
BEHALF OF 7}E OWIER OR THE CONTRAC TOR UNLE55 NOTED 07HERWl5E /N
ARITING.
7HE ARCH17ECT 5HALL NOT BE RESPONSIBLE FOR 7HE ACTS OR Oy155/ON5
OF 7}E CONTRAC TOR OR ANY 50 -CONTRACTOR OR ANY OF THE
CCN7RACT0R5 OR 5015-GONTRAGTOR5 E411LOYEF5 OR A6EN75, OMR ANY
OTHER PER50N5 PERFORM/NG ANY OF AE MORK.
FLOOR PLA/1 NORTH
g. ALL ME5H SHALL BE SPLICED 50 THAT THE OVERLAP BETPEEN OUTERM195T
CRO55 W/RE5 OF EACH SHEET 15 NOT LE55 THAN THE SPACING OF THE
CRO55 W/RE5 PLUS 7NO INCHES, UN -E55 OTHERW15E SHOWN ON THE
DRAWING. 3
t
10. ALL FOUNDATION5 SHALL BE GA5T ON UNDl57UR9E9 OR CONTROLLED
COMPACTED 50/L HAVING A MINIMUM BEAR/N6 CAPACITY OF ThO (2) TONS
PER SQUARE FOOT UNLE55 O79ERW15E:N0TEP (SUBJECT TO FIELD
INSPECTION AND VERIFICATION BY CONTRAC TOR)
11. MAXIt-W 57EP OF FOOTING5 5HALL BE ONE VERTICALLY TO 7hb
HORIZONTALLY MERE 81 EVA CHAW-7E
i
12. ALL RETAIN/N6 HALL SHALL BE A0EQUA7FL7' BRACED DUR/N6
GON57RUCTION TO MA/NTA/N 5AFE7Y AN17 5TABILITY. BACKFILLING 5HALL
NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED qM OF THE 5PEGIFIE9
DE5167N 5T7REN579.
I3. ALL CONGRE7F SHALL ATTAIN A MINIMUM 57REN6TH OF 3,000 P5/ s 26
DAYS. FOUNDATION 5LAB5 ON 6RADE AND CONCRETE EXP05ED TO
AEA THER SHALL BE AIR ENTRAINED.
I4. ALL CONCRETE RE/NFORCIN6 5TFEL 5HALL BE /N ACCORDANCE WITH A5T74
A-615 6RADE 60 DEFORMED BARS.
15 AELDED HIRE ME5H 5HALL BE /N ACCORDANCE WITH A5TM A-185.
16. ALL 57RUC7URAL ltERS 5HALL BE POURED FOR THEIR FULL DEP795 IN
ONE OPERATION. COH5TRUCTION JOINTS -UGH A5 A DAY5 POAR JOINTS
SHALL BE LOCATED /N THE MIDDLE OF 79E SPAN, MAIN RE/N=ORGIM6 TO
RUN 7HRO 5H THE JOINT, KEY AND ROV6HEN JOINTS TO EAP05E
AOCR ATF FOR CHEMICAL BOND.
l7 NO HORIZONTAL JOINTS SHALL BE PLACED IN WALL5 EXCEPT A5 5HOM ON
THE DRAW/N555, WITHOUT THE APPROVAL OF THE EN6/NEER.
l6. MAXIMUM LEN5T95 OF FOUVA TION WALL POUR IN ONE OPERATION 5HALL
BE NO MORE THAN 7M CONSECUTIVE COLUMN DIM. OR 60 FEET.
l9 CONCRETE CONTRACTOR TO BE RE5PON6IBLE FOR 5ETTIN6 ALL ANCHOR
BOL T5 AND LEVELING PLATE5.
20. PROVIDE CONTIMVJ5 2x6 TREATED SILL FLA 7E OVER TERMITE SHIELD
TIED INTO F01WATION WALL5 h11T9 5/6" ANCHOR BOLT5 3'-0" o.c. (l'-0"
MAX. FROM ALL GORNER5) WITH l0" min EMBEDMENT. PROVIDE 5ILL
5EALER AND &ROUT 5ILL FLA TF TO WALL.
2/. FLOOR 5LAB5 ON GRADE TO BE 4" POARE 9 O0NCRE7F W179 6x6/1.4X1.4 6A.
WIRE REINFORCING AND 57FEL TROhEL FIN/5H. PROVIDE I/2"
PREMO'/LDW EXPAN5/0N JOINTING AT FLOOR 5LAB AND FOIVNDATICNV
WALL. PROVIDE 2" (lR-10 m/n) R/6/D /NSUATION 2'-0" EACH WAY ("
HEATED 5PAGE5).
22. ALL SLABS ON GRADE SHALL HAVE THICKEN/N65, DEPRE55ION5,
OPEN/N65, ETC., A5 REWIRED OR A5 90PW HEREIN OR ON
ARGHI7EGTURAL DRAW/N55
23. PROVIDE POCKE75 IN WALL FOR COLI/MTJ5 BEA45 AND 5LAB5.
MINIMUM BEAR/N& ON WALL5 OR BEA1y5: 4" FOR SLAB5, L3" FOR BEAMS,
U.O.N.
24. TOP ELEVATION OF SLABS SHALL VARY ACCORDING TO FIN15H FLOOR
MA7FR/AL. 5EE ARGHlTEC 7U'RAL DRAWWIW->
25. IN ANY APPROVED GON571RUCTIONV JOINT,, PROVIDE 2"X 4" KEY MIN. AND 24
BAR DIAMETER LAP (16" MIN) OI"`*INFORCIN6, EXCEPT FOR 5LAB5 ON
6RA17E.
26. SLAB ON &RADE 5HALL BE F OUIR' 1=V *15TRIP5. CONSTRUCTION OR CONTROL
JOIN75 SHALL HAVE A MAXIMUM SPACING OF 30'-0" IN El7HE-R DIRECTION.
MAXIMUM AREA OF POUR SHALL BE 2700 50. FT.
27. ALL WALL AND PIER FOOT1N65 SHALL BE 4/NWH /2" THICK AND F RO.EGT
6" M/NIAN BEYOND ALL FAGE5 OF WAL.L5 AND PIERS UNLESS OTHERWISE
NOTED.
20. &ROUT V5ED SHALL BE NON-FERROV5 NON SHRINK &/ROUT BY IN-PAKT AND
SHALL ATTAIN A 5TREWTH OF 4,000 P51 IN 7 DAY5.
24 ALL SLAB TEMPERATURE RE/NFONRGEf-ENT TO BE F/BERhE5H CONCRETE
REINFORCEMENT A5 MAMfAG77IRED BY FIBERPE5H Co OR APPROVED
EQUAL. MIX/M5 AND PLAGEA?ENT 5HALL BE IN ACCORDANCE TO
M4MWACT5RER5 SPECIFICATIONS.
5
I. ALL 57FEL. FABRICATION AND ERECTION SHALL CONFORM TO A15C
5PEGIFICATION5 FOR 57RUC7URAL 5TEEL, LATEST EDITION.
2. ALL 5TRU5TURAL STEEL 5HALL BE A57M A-36, EXCEPT 57RLC77/RAL 7019E
ANION SHALL BE A5 771f A500 GRADE B. AND 570671 RAL PIPE WHICH 5HALL
BE A5TM A501.
3. ALL 57IW7URAL 57EEL 65ED A5 EXTERIOR HALL LINTFL5 SHALL BE
GALVANIZED.
4. BEAM CONNEGTION5 5HALL BE DE5/6NED TO WITHSTAND ONE-HALF THE
MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND
5PAN CONDITION5 SHOWN OR THE LOAD INDICATED ON DRAW/W75,
WHICHEVER 15 GREATER
5 hELDIMG SHALL BE /N ACCORDANCE WITH AWS 5PECIFIGATION5161W
E70 XX R 55TRODE5.
6. ALL BOL 75 SHALL BE A577 -f A 325N AND 5HALL BE IN57ALLE9 TO A 5"
CONDITION A5 DEFINED IN AI5C S :551FIGATION5.
7. ALL AELDER5 SHALL BE CURRENTLY CERTIFIED. THE FOLLOW/N6
CERTIFICATIONS ARE ACCEPTABLE: NEW YORK STATE NEW YORK CITY
DEPT. OF BUILD/N65, OR 7E5TIN6 LABORATORY CERTIFICATION TO 77-/E Ak6
CODE.
PAINTING
/. ALL STEEL AFTER FABRICATION SHALL BE THOROUIGHL Y GLEA/ED OF RV5T,
DIRT, L005E MILL SCALE, AND OTHER FORE16N MATTER. AFTER GLEAN/N6,
57EEL 5URFAGE5 SHALL BE 5HOP-PRIMED WITH ONE COAT OF METAL
PRIMER AND ONE COAT COLOR TO BE 5ELEC7ED BY OWNER. PAINT COAT5
SHALL BE FULL hETTIN&, APPLIED 7HORO&NLYAND EVENLY TO THE
5URFAGE5, AND FREE FROM SPRAY DU5T, RVN5 OR 5A&5.
2. PR/MER 5HALL BE RU5T-0-L0M 10164 RUST -INHIBITING PRIMER OR
APPROVED EWIVALENT. 5ECONO COAT 5HALL BE RV5T-0-LEUM 10160, OR
APPROVED EWIVALENT.
3. AFTER ERECTION, TOUCH LIP ALL FIELD CONNEGTION5 AND ABRADED
5LRFAGE5 WITH 5AME TYPE OF MATER/AL U5ED FOR SHOP COATING.
1. ALL LUMBER 5HALL BE DO 5L.A5 FIR LARCH NO. 2, FB = 075 P5/, FV = 15
P5/, E = 0419,000 P51, MAXIMUM 40/57URE CON7FNT < lglK.
2. ALL 5TUD LUMBER 5HALL BE D016LA5 FIR LARCH 57UD GRADE, FB = 675
P5/, FV = 95 P5I, E = 1,400,00015/, MAXIMUM M0157U1RE CONTENT < lg$.
3. ALL WOOD CON5TRUCTION 5HALL COMPLY WITH THE NATIONAL DE -516N
SPECIFICATION FOR WOOD CON57RUCT10N, LATEST EDITION.
4. ALL NC19D EXP05ED TO HEATHER 5HALL BE CGA TREATED IN
ACCORDANCE WITH AFPA 57ANDAR05.
5 ALL WOOD CONNED TOR5 SHALL BE BY "5IMP5ON ; "TECO ; OR
APPROVED EQUAL.
6. hEMBER5 DE5/6NATED A5 "GANG LAM" OR "LAMINATED VENEER LUMBER" OR
"LVL"5HALL BE MANUFACTURED IN ACCORDANCE W179 5PECIFIGAT10N5 BY
LOU15/ANA PACIFIC CORP. NO 501957I7UTE5 SHALL BE PERMITTED WI ntVT
THE ENGINEBR5 APPROVAL. DE5/6N 57RE55E5 ARE A5 FOLLOW5: FB =
2,950P51, FV= 2gOP51, E = 2,000OOOP5/
7 THE ARCHITECT 5HALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR
VERIFICATION OF LOA05 AND BEAM 5/ZE5 WITH MFR. PRIOR TO ORDER/N&
AND MAMfAC7URE. NOTIFY ARCHl7FGT OF ANY Dl5CREPANCIE5, IN hRITING,
5HOULD THERE BE A PROBLEM.
8. THE CONTRACTOR 5HALL. BE RE5PON5/BLE FOR COORDINATING ALL
REQUIRED INSPECTION5 OF THE RO 5H AND FINAL FRAM/NG
g• REFER TO DRAW/N6 G5-2 FOR DE5/6N LOAD5.
l0. ALL CONCEALED 5PAGE5 /N /'MOOD FRAM/N6 5HALL BE FIRE5TOPPED NITS
HOOD BLOCK/N6 ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED
TO PREVENT DRAFT5 FROM MOV/N6 FROM ONE 5PAGE TO ANOTHER
11. PROVIDE BR06/N6 6'-0" o.c. MAX (50LID OR CRO55 BRI06INW.
12. NOTCHES OR HOLE5 FOR PIPING M. IN 57RZTVRAL FRAM/N5 MEMBERS
5HALL NOT BE PERMITTED.
l3. DaBLE J015T5 UNDER ALL PARTITIONS RUNN/N6 PARALLEL WITH THE J0/5T5.
14. ALL FLOOR AND 5KYLICHT OFENINGS ARE TO BE FRAMED WITH DOUBLE
HEADER5 AND TR/MMER5, FULLY JOINED WITH 57EEL BRID6E5 OR "TEG05".
15 TO FLIM/NATE THE HAZARD OF M0157URE CONDENSATION /N GOLD NEAT EP
AND TO PERMIT THE E5CAPE OF HEAT IN HOT WEATHER VENTILATION OF
ATTIC AND CRAWL SPACES 15 REWIRED. BLOCK/N6 AND BR06IN6 5HOULD
BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR.
l6. ALL CATHEDRAL GEILIN65 5HALL HAVE GONTIA66U5 VENTILATION FROM
EAVE5 TO RIDGE. 512E 1N5//LATION ACGORD/M6LY. PROVIDE 3/4" dla. VENT
HOLES A5 NEEDED 79RU 5KYLI6HT FRAM/N6 TO MAINTAIN GONTIM)Ot6
VENTILATION.
l7. D00LE J015 T5 UNDER ENTIRE BATHROOM AREA UNLESS OTHERH15E NOTED.
0 THE CONTRACTOR SHALL INCORPORATE ALL REWIRED STRAPS, AWL.E5,
TIE5, SUPPORTS, ETC. A5 MAYBEREWIRED FOR PROTECTION OF 5TRUC7URE
FROM FORRGE5 OF NATURE 7915 IN5LUDE5: ROOF TO ROOF,ROOF TO WALL5,
WALL5 TO WALL5 AND WALL5 TO FOUNDATION. THESE FA57ENER5 / TIE5
SHALL BE A5 MFRV BY 5IMP50N OR APPROVED EQUAL.
SEAL: * R. REVISIONS/SUBMISSIONS: DRAWING TITLE:
DATE: DESCRPTKW
.a 1/06/2014 DULPOG DI=PARTMUff
0 0 ; TYPICAL /10Tr-f, LEGE/ UY,
A/11) AE52)REVIATIO/1-f
CAD FILE NAME:
PROJECT TITLE: DATLE:
PECO/11C NY NSA PROJECT:
5EYER,f RIVIPE/10E 1/6/14 09_1480
__- - 1720 I/1DI�/1 /1ECI( LA/1E SCALE: DRAWING NO.:
A%' NOTED
DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:
• COPYRIGHT 2010 NEMSCHU SLVEI MN ARCHTECTS P.C. 1000 86 4 6.2 R/1
DE516N LOAD CRITERIA PER 50. FT.:
LOCATION
LIVE
DEAD
DEFLECTION
DEFLECTION
0-[
10#
L15bO
1 L/360
SEG. FLR.
30#
10#
ATTIC,
20#
10#
L/240
ROOF
"
15#
L/240
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
PER 2010 RE-51DENTIAL CODE OF NEW YORK STATE TABLE R301.7
STRUCTURAL MEMBER
ALLOWABLE
L = SPAN LENGTH, H = SPAN HEIGHT
DEFLECTION
RAFTERS HAVING SLOPES GREATER THAN
PA55ENGER VEHICLE 6ARAGE5
3/12 WITH NO FIN15HED CEILING ATTACHED
L/180
TO RAFTERS
ATTICS WITH LIMITED STORAGE
INTERIOR WALL5 AND PARTITIONS
H/180
FLOORS AND PLASTERED CEILINGS
L1360
ALL OTHER STRUCTURAL MEMBERS
L/240
EXTERIOR WALL5 WITH PLASTER OR
H/360
STUCCO FIN15H
Ib
EXTERIOR WALL5-WIND LOAD5 WITH
L/240
BRITTLE FINISHES
( SEE TABLE 5. q A)
EXTERIOR WALL5-WIND LOADS WITH
L/120
FLEXIBLE FIN15HE5
14
MINIMUM UNIFORMLY 015TRIBUTED LIVE LOADS
PER 2010 RE-51DENTIAL GORE OF NEW YORK STATE TABLE 8301.5
USE
LIVE LOAD
EXTERIOR BALCONIES
60#
DECKS
40#
PA55ENGER VEHICLE 6ARAGE5
50#
ATTICS WITHOUT 5TORA67E
10#
ATTICS WITH LIMITED STORAGE
20#
ROOMS OTHER THAN 5LEEPING ROOMS
40#
SLEEPING ROOMS
30#
STAIRS
40#
GUARDRAIL5 AND HANDRAIL5
200#
MINIMUM ROOF LIVE LOADS IN POUN05-FORGE PER SQUARE
FOOT OF HORIZONTAL PROJECTION
PER 2010 RE-51DENTIAL CODE OF NEW YORK STATE TABLE R301.6
PE:R THE:
TRIBUTARY LOADED
3.1
AREA IN 5QUARE FEET FOR
JOINT DE50RIPTION
ANY STRUCTURAL MEMBER
ROOF SLOPE
TYPE
0 TO
201 TO
OVER
4' to 6'
< 4 FOOT
200
600
600
FLAT OR RISE LE55 THM 4' PER FT.
20
Ib
12
(1:3)
( SEE TABLE 5. q A)
( SEE TABLE 5. q A)
2-1/2" #8
RISE 4" PER FT. (1:3) TO LE55
16
14
12
THAN 12 " PER FT. (1: 1)
( SEE TABLE 5. b A)
( SEE TABLE 5. b A)
A THIS TABLE 15 BASED ON 150 HIM WAND SPEEDS MID A 35 -FOOT MFA4 ROOF HE16HT.
5. FASTENERS SMALL BE INSTALLED OPROSINS ENDS OF THE WOOD STRUCTURAL PANEL.
R15E 12" PER FT. (1:1) AND
12
12
12
GREATER
2-I6d
3-16d
EACH END
WIND-BORNE DEBRIS PROTECTION FA5TENING
SCHEDULE FOR WOOD STRUCTURAL PANELS
PER 2010 RE-51DMIAL CODE OF NEW YORK STATE TABLE R301.2.1.2
PE:R THE:
FASTENER 5PAGING
3.1
FASTENER
JOINT DE50RIPTION
4 FOOT
6 FOOT
TYPE
PANEL SPAN
< PANEL SPAN
< PANEL SPAN
4' to 6'
< 4 FOOT
< 6 FOOT
< b FOOT
2-1/2" #6
1611
1211
q11
WOOD SCREWS
CEILIN6 J015T TO PARALLEL RAFTER (FACE -HAILED)
( SEE TABLE 5. q A)
( SEE TABLE 5. q A)
2-1/2" #8
1611
Ibll
1211
WOOD SCREWS
COLLAR TIE TO RAFTER ( FACE -NAILED)
( SEE TABLE 5. b A)
( SEE TABLE 5. b A)
A THIS TABLE 15 BASED ON 150 HIM WAND SPEEDS MID A 35 -FOOT MFA4 ROOF HE16HT.
5. FASTENERS SMALL BE INSTALLED OPROSINS ENDS OF THE WOOD STRUCTURAL PANEL.
G. NAILS SHOULD BE IOd COMMON OR 12d BOX NALS
D. WIFE S Nye AM ATTMHW To MASONRY OR MASO WR STUCCO, THEY SHALL BE ATTACHED UTILIZING
VIBRATION -RESISTANT ANCHORS HAVIN& A MINIMUM M ULTIMATE HTH DRAWAL CAPACITY of 4010 FON;S-
NOTE: FOUNDATION ANCHORAGE
PER 2010 RE51DENTIAL CODE OF NEW YORK STATE
SECTION R403.1.6
WOOD SILL PLATE SHALL BE FASTENED TO THE
FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A
MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7
INCHES INTO MA50NRY AND/OR CONCRETE, SPACED A
MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12
INCHES FROM THE END OF EACH PLATE SECTION. A NUT
AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO
THE PLATE A5 PER 2010 RE51DENTIAL CODE OF NEW
YORK STATE. BOLTS A MIN. 1/2" IN DIAMETER SHALL BE
SPACED 6A5 PER TABLE 3.2A, TABLE 3.215, AND
TABLE 3.20 PER W.F.C.M. 2001
NOTE: CLOTHES DRYER5 EXHAUST REQU I RED
PER 2010 RE51DENTIAL CODE OF NEW YORK STATE
SECTION M1502
1. DRYER EXHAUST 5YSTEM5 SHALL BE INDEPENDENT OF
ALL OTHER SYSTEMS.
2. DRYER EXHAUST SYSTEM SHALL CONVEY THE
M015TURE AND TERMINATE TO THE OUTSIDE OF THE
BUILDING.
3. EXHAUST DUCT TERMINATIONS SHALL BE IN
ACCORDANCE WITH THE DRYER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
4. SCREENS SHALL NOT BE INSTALLED AT DUCT
TERMINATION.
5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH
5HEET-METAL 5CREW5 OR FASTENING MEANS WHICH
EXTEND INTO THE DUCT.
6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A
BACKDRAFT DAMPER.
7. EXHAUST DUGT5 SHALL BE CONSTRUCTED OF MINIMUM
0.016 INCH -THICK RIGID METAL DUCTS, HAVING 5MOOTH
INTERIOR SURFACES WITH JOINTS RUNNING IN THE
DIRECTION OF AIR FLOW.
8. FLEXIBLE TRANSITION DUGT5 USED TO CONNECT THE
DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE
LIMITED TO 51 NGLE LENGTH5, NOT TO EXCEED 8 FEET IN
LENGTH AND SHALL BE L 15TED AND LABELED IN
ACCORDANCE WITH UL 2158A.
q. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN
CONSTRUCTION.
10. THE MAXIMUM LENGTH OF A CLOTHS DRYER
EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE
DRYER LOCATION TO THE WALL OR ROOF TERMINATION.
II. THE MAXIMUM LENGTH OF THE DUCT SHALL BE
REDUCED 2.5 FEET FOR EACH 45-1?EGREE BEND AND 5
FEET FOR EACH q0 -DEGREE BEND.
12. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES
NOT INCLUDE THE TRAN51TION DUCT.
NOTE: WIND- BORNE DEBRIS WOOD PANEL5 CRITERIA
PER 2010 RE-51DENTIAL CODE OF NEW YORK STATE
SECTION R301.2.1.2
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55
OF 7/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE
PERMITTED FOR GLAZED OPENING PROTECTION IN ONE
- AND TWO - STORY BUILDINGS. PANELS SHALL BE
PRECUT AND LABELED WITH ITS LOCATION OF USE,
WITH ATTACHMENT HARDWARE PROVIDED AS PER 2010
RE51DENTIAL CODE OF NEW YORK STATE TABLE
R301.2.1.2, OR SHALL BE DE516NED TO RE515T THE
COMPONENTS AND CLADDING LOAD5 DETERMINED IN
ACCORDANCE WITH THE PROV1510N5 OF THE BUILDING
CODE OF NEW YORK STATE.
NOTE: GARAGE FIRE SEPARATION
PER 2010 RE-51DENTIAL CODE OF NEW YORK STATE
SECTION R309
I. WALL5 AND CEILING SHALL HAVE 3/4 HOUR FIRE
RESISTANCE RATING.
2. ONE LAYER 5/8" TYPE X ON GARAGE 51DE-ONE
LAYER 1/2" TYPE X ON OTHER SIDE.
3. LIVING SPACE ABOVE THE GARAGE, THE SEPARATION
SHALL BE PROTECTED BY NOT LE55 THAN 5/8" TYPE X
DRYWALL.
4. OPENING BETWEEN GARAGE AND RESIDENCE SHALL
BE EQUIPPED WITH A 45 MINUTES FIRE RATED DOOR
A55EMBLY EQUIPPED WITH A SELF-CLOSING DEVICE.
NEMSCHICK SILVERMAN ARCHITECTS P.C.
"... the business of ARCHITECTURE."
33105 Main Road, Cutchogue, New York 11935
Phone: 631-734-7007 Fax: 631-734-7347
http://www- res -arch -Room
FLUUk VLA/`I
NOTE: LIGHT AND VENTILATION REQUIREMENTS
PER 2010 RESIDENTIAL CODE OF NEW YORK STATE
SECTION R303
I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH
AGGREGATE GLAZING AREA OF NOT LE55 THEN 8
PERCENT OF THE FLOOR AREA OF SUCH ROOMS.
2. A MINIMUM OPENABLE AREA TO THE OUTDOORS
SHALL BE 4 PERCENT OF THE FLOOR AREA BEING
VENTILATED.
3. BATHROOMS, WATER CLOSET COMPARTMENTS AND
OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH
AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55
THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE
OPENABLE.
4. GLAZED AREA5 SHALL NOT BE REQU I RED WHERE
ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION
SYSTEM ARE PROVIDED, WITH A MINIMUM VENTILATION
RATE OF 50 CFM FOR INTERMITTENT VENTILATION OR
20 CFM FOR CONTINUOUS VENTILATION. VENTILATED
AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY
TO THE OUTSIDE.
NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS
OPEN I NC75 REQU I RED PER 2010 RE51DENTIAL CODE OF
NEW YORK STATE SECTION R310
1. BA5EMENT5 WITH HABITABLE SPACE AND EVERY
5LEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE
EMERGENCY E50APE AND RE50UE OPENING ABOVE AND
BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.7
50.FT. AND A GRADE FLOOR OF 5 50.FT..
2. EMERGENCY E50ARE AND RE50UE OPENIN65 SHALL
HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE
THE FLOOR.
3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24
INCHES.
4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20
INCHES.
5. OPEN I NC75 SHALL BE OPERATIONAL FROM THE I N51 DE
OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS.
6. A DOOR OPENING HAVING A THRESHOLD BELOW THE
ADJACENT GROUND ELEVATION SHALL HAVE A
BULKHEAD ENCLOSURE WITH WELL5 BE I NG A MINIMUM
CLEAR AREA OF q 50.FT.AND A MINIMUM HORIZONTAL
PROJECTION AND WIDTH OF 36" AS PER SECTION 310.3
NOTE: WIND DE516N PRESSURE FOR EXTERIOR WINDOWS,
6LA55 DOORS AND ANCHORING PER 2010 RESIDENTIAL
CODE OF NEW YORK STATE SECTION R615
I. EXTERIOR WINDOWS, GLA55 DOORS AND ANCHORING
SHALL BE DESIGNED TO RE515T THE DESIGN WIND
LOA05 SPECIFIED IN TABLE R301.2(2) AND 15 TO BE
ADJUSTED FOR HEIGHT AND EXP05URE WITH TABLE
R301.2(3). PER 2010 RE51DENTIAL CODE OF NEW YORK
STATE SECTION R301
NOTE: ASPHALT SHINGLE INSTALLATION PER 2010
RE51DENTIAL CODE OF NEW YORK STATE SECTION Rg05
I. ASPHALT SHINGLES SHALL BE FASTENED TO A
SOLIDLY SHEATHED DECK.
2. ASPHALT SHINGLE5 SHALL BE INSTALLED ON A ROOF
SLOPE OF (2:12) UNITS OR GREATER.
3. UNDERLAYMENT SHALL BE APPLIED SHINGLE
FASHION, PARALLEL TO AND STARTING FROM THE SAVE
AND LAPPED 2 INCHES AND FASTENED SUFFICIENTLY
TO HOLD IN PLACE.
4. END LAPS SHALL BE OFFSET BY 6 FT.
5. UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH
WINO5 GREATER THAN 110 MPH. SHALL BE SECURED
WITH CORRO51ON-RE51STANT FASTENERS IN
ACCORDANCE WITH MANF. INSTALLATION INSTRUCTIONS.
FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP
NOT FARTHER THAN 36 INCHES APART ON CENTER.
6. UNDERLAYMENT SHALL BE DOUBLE FOR ROOF
SLOPES (2:12) TO (4:12).
7. FA5TENER5 FOR ASPHALT 5HINGLE5 SHALL BE
GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR
COPPER ROOFING NAILS, MIN. 12 GAGE SHANK WITH A
MIN. 3/8" DIAMETER HEAD, A5TMF1667, OF A LENGTH TO
PENETRATE THROUGH THE ROOFING MATERIALS AND A
MINIMUM OF 3/4" INTO THE ROOF SHEATHING.
8. ASPHALT 5HINGLES SHALL HAVE A MINIMUM OF 51X
FA5TENER5 PER 5HINGLE FOR WIND ZONES OF 110 MPH
AND GREATER AS PER 2010 RE51DENTIAL CODE OF
NEW YORK STATE R301.2(4) OR SAVE 15 20 FEET OR
HIGHER ABOVE GRADE.
NA I L- I NG 5GHE:DUL r=
(2) 2x6
(2) 2x8
PE:R THE:
W.P.G.M. 2001 TAE3L.E:
3.1
CAN SPAN:
JOINT DE50RIPTION
NUMBER OF
NUMBER OFA
IL 5PAGING
10' to 12'
COMMON NAI -5
BOX NAILS
4' to 6'
RAFTERS TO TOP PLATE ( TOE -NAILED)
(51M TABLE 3.4 A)
(5M TABLE 3.4 A)
a.
PER RAFTER
CEILING, J015T TO TOP PLATE (TOE -NAILED)
(51T TABLE 3.4 A)
(5EE TABLE 3.4 A)
PER J015T
CEILIN6 J015T TO PARALLEL RAFTER (FACE -HAILED)
( SEE TABLE 5. q A)
( SEE TABLE 5. q A)
EACH LAP
CEILING, JOIST LAPS OVER PARTITIONS ( FACE -NAILED)
( SEE TABLE 3. q A)
( SEE TABLE 5. q A)
EACH LAP
COLLAR TIE TO RAFTER ( FACE -NAILED)
( SEE TABLE 5. b A)
( SEE TABLE 5. b A)
PER TIE
BLOCKING, TO RAFTER ( TOE -NAILED)
2-8d
2-10d
EACH END
RIM BOARD TO RAFTER (EW -NAILED)
2-I6d
3-16d
EACH END
0\1yHEAVY
TOP PLATE TO TOP PLATE ( FACE -NAILED)
2-16d'
2-16d'
PER FOOT
TOP PLATES • INTER5EGTIONS ( FACE -NAILED)
4-I6d
5-I6d
JOINTS - EACH SIDE
STUD TO STUD ( FACE -NAILED)
2-I6d
2-I6d
24'OL.
HEADER TO HEADER (FACE -NAILED)
I6d
I6d
16"OL. ALONG EDGES
TOP OR BOTTOM PLATE TO STUD ( END -NAILED)
2-I6d
2-I6d
PER 2 X 4 STUD
3-I6d
3-16d
PER 2 X 6 STUD
4-I6d
4-I6d
PER 2 X b STUD
BOTTOM PLATE TO FLOOR JOIST, BANDJ015T, ENDJOIST
2-16d' .2
2-16d' .2
PER FOOT
OR BLOCKIN6 (FACE -NAILED)
JOIST TO SILL, TOP PLATE OR 61RDER ( TOE-NAILED)4-bd
72
4-10d
PER J015T
BRID61N6 TO JOIST ( TOE -NAILED)
2-6d
2-I0d
EACH END
BLOCKING, TO J015T ( TOE -NAILED)
-ad
2-10d
EACH END
511-06KIN6 TO SILL OR TOP PLATE ( TOE -NAILED)
3-I6d
4-I6d
EACH BLOCK
LED6ER STRIP TO BEAM ( FACE -NAILED)
3-I6d
4-I6d
EACH J015T
J015T ON LEDGER TO BEAM ( TOE -NAILED)
3-bd
3-10d
PER J015T
BAND JOIST TO JOIST ( END -NAILED)
3-I6d
4-lbd
PER JOIST
BAND JO TO SILL OR TOP PLATE ( TOE -NAILED)
2-16d'
3-I6d
PER FOOT
STRUCTURAL PANELS
bd
IOd
(SM TABLE 5. b )
DIAGONAL BOARD SHEATHING
IN X b" OR IN X b"
2-8d
2-10d
PER SUPPORT
IN X 10" OR WIDER
3-bd
3-10d
PER SUPPORT
6YP" WALL -BOARD
5d COOLERS
5d COOLERS
l" EDGE/ 10" FIELD
STRUCTURAL PANELS
bd
Rod
( SEE TABLE 5. q)
FIBERBOARD PANELS
6d
-
3" E26V b" FIELD
25/32"
bd
-
3" EDGE/ 6" FIELD
6YP5UM WALLBOARD
5d COOLERS
5d COOLERS
IN ED6E/ 10" FIELD
HARDBOARD
bd
bd
( SEE TABLE 5. q )
PARTICLEBOARD PANELS
bd
bd
( SEE TABLE 3. q)
DIAGONAL BOARD SHEATHING,
IN X 6" OR IN X b"
2-8d
2-10d
PER SUPPORT
IN X 10" OR WIDER
3-6d
3-lod
PER SUPPORT
a<.
MIME
5740TURAL PANELS
IN OR LESS
bd
lod
6" ED6E/ 12" FIELD
6REATER THAN IN
IOd
I6d
b" EDGE/ 6" FIELD
DIA60NAL BOARD SHEATHING,
IN X b" OR I" X b"
2-6d
2-I0d
PER SUPPORT
IN X 10" OR WIDER
3-bd
3-I0d
PER SUPPORT
I. NAILING REMIREMENT5 ARE BASED ON WALL SHEATHNH6 NAILED 6 IWACS ON -CENTER AT PANEL EDGE. IF WALL SHEATHINS 15 NAILED 5 INGIE5 ON-GENTLit AT THE PANEL
EDGE TO OBTAIN HI6HER SHEAR CAPACITIES, NAILING REdJIREt ENtr FOR STRXM)RAL hEMEERS SHALL DE DOUBLED, OR ALTERCO
NATE NNECTORS, SUCH AS SHEAR PLATES,
SHALL BE USED TO MAINTAIN THE LOAD PATH.
2. WEEN WALL 5HEATHINkS 15 CONTIN10U5 OVER COMECTED W IVERS, THE TABULATED NJhM OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I -16d NAIL PER FOOT.
3. ALL TABLES ARE IEFERENCED TO THE WOOD FRAME CONSM4TION MAWAL. 2001 EDITION
NOTE: FLOOR SY5TEM5 PER W.F.C.M. 2001 55C SECTION
2.1.3.2
I. FLOOR CANTILEVERS AND 5ETBACK5 SHALL NOT
EXCEED THE DEPTH, d, OF THE J015T FOR LUMBER
J015T 5UPPORTING LOAD BEARING INALL5 AND SHALL
NOT EXCEED L/4 FOR LUMBER J015T 5UPORTING
NON-LOADBEARING WALL5 NON 5HEAR4NALL5.
HEADER5
(2) 2x6
(2) 2x8
(2) 2x10
(2) 2x12
5UPPORTING:
CAN SPAN:
ROOF ONLY
4' to 6'
6' to 8'
8' to 10'
10' to 12'
1 STORY
4'
4' to 6'
6' to 8'
8' to 10'
2 5TORIE5
-
-
4' to b'
6' to 8'
NOTES:
- FOR SPANS OVER 4' WIDE, HEADER REQUIRE5 2" MIN.
50L I D BEARING AT EACH END DOWN TO FLOOR OR
BOTTOM PLATE.
- 1/2" PLYWOOD 5PACER5 ARE USED WITH 2x MEMBERS
TO MATCH 2x4 OR 2x6 STUD WIDTH.
- HEADERS TO COMPLY WITH TABLES 3.22A AND 3.228
OF WFGM 2001
NAILING 4 STRAPPING AT
EXTERIOR WINDOW / DOOR HEADERS
NAILING 50HEDULE 'B': (A5 PER w -cm 2oo1)
ROUGH OPENINFi RIMA ENTS FOR WINDOW OPENIN65
NOTATION
2'-0' 2 (1)2X4 I 1 I
4'-0' 4 (1) 2X4 2 2 2
6'-0' i (2) 2X4 OR (D 2x6 5 5 5
6'-0' N 2X6 5 5 1 5
10'-0' 1 10 (2) 2X6 4 4 1 4
12'-0' 12 (2) 2X6 5 5 1 5
NOTATIONS:
A. NJH M OF aD NAILS AT EACH END OF STRAPPINSS
6. NUPM OF SILL STUDS ON THE FLAT OM NOT APPLY TO DOORS)
G. NJN M OF FULL M16HT KIN$ STUDS AT EACH SIDE OF HEADER
D. "AM OF 160 NAILS END-NMLED TNROUSH ADJACENT KIN$ STUD
END OF HEADER AT EACH SIDE
E. MAIM OF JACK STUDS AT EACH END OF NF-ADERS
(ASSUME DOWU HEADERS)
F. NJ M OF 160 NAILS END -NAILED TFROU$H ADJACENT JACK STUDS
TO END OF SILL(S) AT EACH SIDE WES NOT APPLY TO DOORS)
M. PROVIDE RAFTER TO
KING ATTACHMENT WHEN
ALI6N D OR RAFTERS AND
KIN65 TO PLATES
N65 AS
ETAIL • LEFT
fN/N,V0X $ APOOR S7R APP/N6
NOTE:
ALL STIRAFFIN6 TO BE 1-1/4100 6AU$E 5783 OR
S1WSON' EtINVALENT - 0520 (COILED STRAP)
(ALL STINAMPIN6 SHALL BE INSTALLED PRIOR TO SHEATIN6)
BEAM SPL I GE tRAG TIE ACRO55 BEAM 5PL I GE
�'----SINGLE PORTAL SYSTEM DE5IC7N BY OTHERS
DOUBLE PORTAL SYSTEM
� I!h
�STI�WP �IN.)O ST
\I ;
'MIN. 164" MAXI.
�\ (3)-LTP4 AT SUPPORT
/ I P05T TO 5TRONG-AAL
P05T
HEADER SUPPORT P05T
(DE516N BY OTHERS) �-
�,
COLUMN BASE
(DE516N BY OTHER
HEADER SEE PLAN
16 4" MAX.
5/NGL ' DOUBLE PORTAL ASSEMBL 1'
(51 MPSON 5TRON6-TIE L5TA)
I. INSTALL HEADER 5TRAPPING a EACH END A5 REQ'D PER THE WFGM 2001 TABLE 5.5.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF GUTCHO6UE
PER 2010 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.2 (1)
GROUND 1
Y41NO
SEISMIC
SUBJECT TO DAMAGE FROM 1,2
WINTER
ICE SHIELD
FLOOD
AIR
SPEED
WEATHERING
FR05T LINE
TERMITE
d
DECAY
5NOW
DE516N
DE516N
llN MAYMBT
ti
HAZARDS
FREEZING
LOAD
MPH'
CRITERIA'
DEPTH
TEMP'
REQUIRED
INDEX'
20 PSF
110 MPH
G
SEVERE
3 FT.
MODERATE TO
51 -161 -IT TO
II
OPTIONAL
SEE PLANS
452
0\1yHEAVY
EXAMINER
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_ PECO/11C, NY Af
33105 Main Road, Cutchogue, New York 11935 —------- --
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0 COPYRIGHT 2010 NEMSCHCK SLVERMAN ARCHTECTS P.C.
REVISIONS/SUBMISSIONS.-
DATE:
EVISIONS/SUBMISSIONS:DATE: DESCRIPTOR
1/06/2014 6UILDIAG DEPART U
PROJECT TITLE:
bcyr-Rf RF,/1pUlcE
1720 I/ PIA/`I NECK WTI
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33105 Main Road, Cutchogue, New York 11935
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http://www. ns -arch .com
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REVISIONS/SIJBMSSIONS- DRAWING TITLE:
DATE: DESCRPTM:
1/00/2014 WILDIAG PCPAIZTMUfi PROPovED nRjT FLOOR PLA/1
A/11) PART IbAfEME/1T PLA/1
PROJECT TITLE:
15EYERf RP.. [)[ACE
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DISTRICT: SECTION: BLOCK:
0 CORYNG.W 2010 PEMSCFICK SLVERMM ARCHTECTS P.C. 1000 86
CAD FILE NAME:
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33105 Main Road, Cutchogue, New York 11935
Phone: 631-734-7007 Fax: 631-734-7347
http://www_ ns -arch _mom
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REVISIONS/SUBMISSIONS:
DATE: DESCRIPTOR
1/00/2014 WILDIAG DG7A[Z Muff
DRAWING TITLE:
CAD FILE NAME:
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PROJECT TITLE: DATE: NSA PROJECT:
15EYERi RF�1DE/YCE 1/6/14 09_1480
1720 INDIA/'I /yECK LA/'IE SCALE: DRAWING NO.:
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