HomeMy WebLinkAbout39246-ZTown of Southold
P.O. Box 1179
53095 Main Rd
Southold, New Fork 11971
7/29/2015
No: 37680 Date: 7/29/2015
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property:
SCTM #: 473889
1700 Fairway Dr, Cutchogue
Sec/Block/Lot: 109.-5-14.9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/25/2014 pursuant to which Building Permit No. 39246 dated 10/6/2014
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ADDITION AND ALTERATIONS INCLUDING REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED
The certificate is issued to
of the aforesaid building.
Schober, Wayne & Kennedy, Cheryl
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
39246
07-16-2015
Autho ' S' ature
SU
TOWN OF SOUTHOLD
y�
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o� o
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 #: 39246 Date: 10/6/2014
Permission is hereby granted to:
Schober, Wayne & Kennedy, Cheryl
70 Maine Ave' Apt 22
Rockville Centre. NY 11570
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
1700 Fairway Dr, Cutchogue
SCTM # 473889
Sec/Block/Lot # 109.-5-14.9
Pursuant to application dated
To expire on 4/6/2016.
Fees
9/25/2014
and approved by the Building Inspector.
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION
CO - ADDITION TO DWELLING
$538.00
$50.00
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:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to 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
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date. do
New Construction: Old or Pre-existing Building: (check one)
Location of Property: Z 7aO (4f K_ (fu G
House No.
/ Street Hamlet
�!�
Owner or Owners of Property: AJ6, ,'C ,9 Gje V�, kg�,VCO Y
Suffolk County Tax Map No 1000, Section log Block Lot14
Subdivision ' p Filed Map. Lot:
Permit No. 3� �"� Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate:
Fee Submitted: $ , it j
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Telephone (631) 765-1802
Fax (631) 765-9502
roper. richertp_town.southold. ny. us
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Schober/Kennedy
Address: 1700 Fairway Drive City: Cutchogue St: New York Zip: 11935
Building Permit #: 39246 Section: 109 Block: 5 Lot: 14.9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Daniel Wilcenski Electric License No: 4723 -ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Surrey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4 Twist Lock Exit Fixtures TVSS
Other Equipment: 1- Paddle Fan
Notes:
Inspector Signature: - Date: July 16, 2015
Electrical 81 Compliance Form.xls
OF SOUT,y�lo
• ao -
��yCm��rtv 0�
TOWN OF • •-BUILDING
765-1802
-Pal :j mrvol, i. [$10
DATE � INSPECTOR
17 1
so
cou
TOWN OVSOUTHOLD BUILDING DEPT.'
765-1802
INSPECT
I FOUNDATION -IST 1� UGH PLUMBING
]FOUNDATION 2ND INSULATION
FRAMING/ STRAPPING ]FINAL
]FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
DATE —INSPECTOR
f 2—s
Oaryo
k�lrlobuffuo
TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST [ ]ROUGH PLUMBING
FOUNDATION 2ND [ ]INSULATION
[� ]FRAMING /STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRE RESISTAlR CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
[ ]ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ]CODE VIOLATION [ ]CAULKING
REMARKS®
DATE � �� INSPECTOR
SOF SO(/ry
� o
• �o
cOUM`1,�
TOWN OF • BUILDING --DEPT.
765-1802
11IJ
I [, =to*:
FOUNDATION
2ND
>]ROUG"4LUMBING
11 2LATION
FRAMING/FOUNDATION
FINAL
FIREPLACE4 CHIMNEY
FIRE SAFETY INSPECTION
FIRE + 1 � CONSTRUCTION
i
ii {: a iz. i E IJ. 14 '� �' N � �4.� I � i � O N
ELECTRICAL (ROUGH).
"z F .E.../., , i F W N 11 `f4"� f 5S
ELECTRICALv
CODE VIOLATION
Cd'/i I rG
_
TOWN OF • •BUILDING
•
DATE �G �� eMsPECToR
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthForkmet
Examined
Approved
Disapproved a/c
Expiration
PERMIT NO'
20 D
SEP 2 5 2014
20 G. DEPT.
20 li
uilding
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Single & Separate
Storm -Water Assessment Form
Contact:
Mail to:
Phone: �� L
Date , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issua0ce or .has. not been completed within 18 months from such date. If no zoning arriendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize,in Writing, the exfension 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, e gineer, general contractor, electrician, plumber or builder
Name of owner of premises (✓ dV��
(A on the tax roll or atest'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. Locatio 1 of lando which proposed work will be done:
00
House Number St,reer Hamlet
County Tax Map No. 1000 Section 102 Block 05 Lot
Subdivision
2. State existing use and occupancy of
a. Existing use and occupancy.
Filed Map No.
Lot
and intended use and occupancy of proposed construction:
/G&re- Pei /-q`c9--
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost
5. If dwelling, number of dwelling units
If garage, number of cars
Fee
(To be paid on filing this application)
Number of�dwelling units on each floor
, , _, ( .
6. If business commercial or mixed occ ancy, specify nature and extent of each type of use
7. Dimensions 6,f existing structures, if any: Front Rear
Height Number of Stories
Dimensions of same structure with alterations or additions: Front
Depth Height Number of Stories
Depth
Dimensions of entire new construction: Front Rear Depth
Height (,J Number of Stories
�y , &6
Size of lot: Front Ver Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
Rear
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOo_
13. Will lot be re -graded? YES NO)Will excess fill be removed from premises? YESZ NO
14. Names of Owner of premises �Ci � ° Addres ®� Phone No. 15WO 4-5 U -c
Name of Architect 6pr ai�,dWz—=Address Phone No `7,9
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO_X
* 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 X_ NO.
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OFA
being duly sworn, del56ses and says that (s)he is the applicant
(Name of individual signing co tract) above named, BUNCH
C®NNiE D. Y®rk
S He is the Notary Public, state 01 Nei+
() 8U6165050
(Contractor, Agent, Corporate Officer, etc.) Qualified in Su ® -
Cornrnissi0n Expires APO 14, �
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of '20
Notary Public
(160,
Scott A. RussellSUPERVISOR SOUTHOLD TOWN HALL- P.O. Box 1179 _
53095 Main Road - SOUTHOLD, NEW YORK 11971 'b � 9
C 00 or_' le
CHAPTER /' l ,�-
55TORIMMATIER,
M[AANA\GIEMUENT
Town of Southold
`YORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING:
(CHECK ALL THAT APPLY)
k. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
3. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
�. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
�. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
Site preparation within the one -hundred -year f loodplain as depicted
on FIRM Map of any watercourse.
. 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 Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT.
Owner, Design Profpons tal, Agent, Contractor, Other)
S.C.T.M. ":
1000
Date:
District
o
® r
rslv
Se®on lock
Lot
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 1197I-0959
Telephone (631) 765-1802
roger richertCa owr sOUlflo� nv us
Wa DING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
QUESTED BY: -
j
i1pany Name: �-
:nse No.:--Ct,—�� 6z _
M
7,i,,�'r.
JOB -SITE INFORMATION: (*Indicates required information)
*Name:
*Address:
*Cross Street:
*Phone No.:
Permit No.:
Tax -Map District:
*BRIEF
1--)60
ooL5
—
-6.3t,
1000 Section
ISOF WORK (Please Print i
lam" -t` a-, tV ,r' #--.
Block:
Date: C • Z Y- / J'
,4- ( Cc,, - Z77A_ S-
FF -
Lot:
�•LJ•'...y a
(Please Circle All That Apply)
*Is job ready for inspection: tom'' NO Rough in Final
*Do- you need a Temp Certificate: YES NO
Temp information (if- needed)
*Service Size: 1 Phase 3Phase 700 150 200 300 350400 Other
*New Service: Re -connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATIONIA6
W -Request for Inspection Form
_-`
6C se Ze qr PC CC IC 84
V,
der -k �t-/e
p Prm r f � 9 %all 6-Z
0
J` 1
q`
Nor
L ;-t_ —
..L..,..e-.rte y
t
C�
DECLARATI6
DESIGNEI
BI vAJ
This declaration nig
FAIRWAY FARMS, INC;
place: of business at (12
WHEREAS, FAIRNV
certain premises in the
of New York, known aric
FARMS", a subdivision
Suffolk and State of New
County as Map Number;
WHEREAS, said F
as a planned suburban r
premises W. be conveyei
WHEREAS, FAIRW
restrictions upon said F
andmortgagees of indiv:
and assigns or other suc
NOW, THEREFORI
said land is held and sl
and restrictions which "s
,after which time they ski
periods of ten (10) year:
owners of a majority of:
`restrictions in whole or
;notwithstanding any of t!h,
water drainage systein,"
1. Construction A I
(a) Type of bt
No buildir4
to remain
not to exce'
a private g
(b) Accessory
No carport
erected exi
used in cos
.r,'•';• irL•. %�•`'P `� r i�:'•: ,� 'may •fir/�,:j;..�f ; •,�ti
COVENANTS AND RESTRICTIONS
T HIGHER PROPERTY
AT'FAIRWAY FARMS
his day of , 1974 by
domestic corporation, having its principal
ber) Case's Lane, Cutchogue, New York,
T N E S S E T H:
'ARMS INC, is the owner in fee simple of
n of Southold, County of Suffolk and State
[gnated on a certain map entitled "FAIRWAY
dte at Cutchogue, Town of Southold, County of
k, filed in the Office of the Clerk of Suffolk
n the day of , 1974, and
AY FARMS INC, is improving said premises
!ntial community and contemplates the said,
ndividual purchasers; and
'ARMS INC. is desirous of placing certain
ses which shall, be binding upon all purchasers
`lots, their heirs, executors, administrators
ors in interest;
AIRWAY FARMS INC. declares that the afore -
conveyed subject to the following covenants
run with the land until January 2,, 198 4,
automatically extended for successive
i unless an instrument signed by the then
tFi�.-lots agrearto change such covenants and y i
rt, shall have been recorded. However,
ive, -;the provisions applicable to,the surface
Paragraph' 12(e), shall continue' in perpetuity.
ments, 4
L be erected, altered, placed or ''permitted
than one detached single family dwelling
and one half (2 1/2) -stories in height and
for,aot..mdre than three (3) cars,
her accessory building of any kind may be
(1) a detached garage, (2) an accessory baUding .
on with a swimming pool.
f .
Page 1 of a
Fi .•.Tf ft .. ._�... •r*
' •,r' ,• c.��'�-•'';. •r } • a 111 ,
i
(c) Swimming pool
Private swimming pools r.
provided they are situate
provided further that no p
appurtenances shall be cic
than thirty (30) feet.
(d) Dwelling square footage r
No dwelling shall be perm
floor area of the main str
porches and garages, sha
If the living area is on me
area shall not be less that
(e) , No part of any building an
steps, stoops, terraces,
be located upon any lot wi
street line of the lot nor V
line of the lot, nor within
the lot, except that in the
shall be required to comp;
on one street front only pi
�^ of the side yard abutting c
which the lot fronts shall
(f) • Approval of construction
All plans for the construe
and the siting and facing u
and approved in writing b
successors or assign's, pi
Such approval, which sha]
be based on the judgment
whether the proposed stru
will not detract from the E
FARMS community. All E
grading shall be complete
ment of construction..
(g) Building modifications
All permitted. -accessory L
modifications thereto, anc
residential building, inclu
connecting an addition to 1
architecture maicrial an
attached addition to m
project more than five (5);
dwelling or structure as a
Page 2c
r
constructed on any lot
rear yard only and
of any such pool or its
the rear or side lot lines
on any lot unless the ground
a, exclusive of one-story open
riot less than 1300 square feet.
an one floor the total living
I, square' feet.
structure, except uncovered
i and chimney breasts shall
eventy (70) feet of the front
:tQ} feet of any side
rear line of
a corner lot a bailding
h the front yard restrictions
d, however, that the width
street other than that upon
t less than forty (40) feet.
any building- and/or structure
e plot must be presented to
,.WAY FARMS INC., its
the start of any construction.
)e unreasonably withheld, shall
RWAY FARMS, INC. as to
will be consistent with, and
.e character o el
Al
)r construction, painting and I
n one (1) year after comment
gs and additions or other
nodificatioa of the initial /
any breezeway or other struettfre
iia dwelling, shall co ormin
to such dw ellial, Aiy
es eat w shall not
Beyond the front wall of the •
Iltiy approved.
r
2'® ,_4estriction on division -and us
No lot shall be divided and co
parcels, • Nor shall more thaj
on any lotf
3. Residential use of lots
No lot shall be used except fo
4,
Si as
'No sign of any kind shall be d;
t except one professional sil
`without the written consent of
'successors or assigns.
5,
Animals
No animals, • livestock or pool
or kept on any lot, except that
`may be kept provided that the,
for any commercial purpose.
Z6.
Trailers, tents and shacks
No trailer, tent, shack or oth
erected or used on any lot tett
7.
Annoying activities
No noxious or offensive activi-
'
nor shall anything be done the,
annoyance or nuisance to the r
B.
Trash
Garbage or rubbish shall not t
any lot. All garbage to be col
ground, closed receptacle, pl,
dwelling for collection. Trasl
upon the premises.
9.
Clotheslines
Clotheslines and laundry poll
and so placed and so screene
street upon which the pre mis
propern.
. 1 „ A
3 as two or more separate
1welling house be located
atial purposes.
fed to the public view lon an"
not more than one square foot,
tWAY FARMS INC., its,
t any kind shall be raised, bred
ngs, cats or other household pets
'isnot kept, bred or � , maintained
r -
h structure shall be located,
4 or permanently. /
.,4
1 be carried on upon any lot,
hick may be or may become an
ped or allowed to remain on
must be contained in an un r-
conspicously outside the
bbish shall not be burned
't, be located in the rear yard
a not to be vis ible from the
gt_orfrom other adjoining
Page 3 of;
//♦ � _-.. -.. . c. _ __. _ _ - _ _ .. .. _ . t �j. i � ^..;� _ _. _ _rte.•:` -_ - � _ _ .� . - �-''`;
Ai
6
Lot 81
DWELLING
Now or Forrnerly
Doris Ketcham
,Q
Lo -t 1 0
_1ASV4E,NT-,:FOR-
AIN-ING--
:�'SWALE`
AND
SVST
-E
RIIAUTMMIZW ALTMArM.0a A09 fM;l 9 U RVEY FOR.
fO THIS SURVEY ISA VIOLATION OF.
52am 72M OF IM I,= TOW STAW R®BER T JOHNSEN
MUCATICIN LAW. LOT 9 "FAIRWAY FARMS"
COWES OF INIS, SIXIVEY FAAO NOT-NAMM
THE Lan Smvly6ws fmao SEAL OR AT CUTCH OGUE
BABOSSM SRAL SMALL NOT Be CONSTEM
TO BE 'A VALID Mle CCW, M W N OF SQOTHOLD
GUARAWWINDICATM REM SIALL SUFFOLK COUNTY, NEW YORK
DAY TO INE msok Xa WMM ME-Aam
MR
OCT 1 1985
04'rc- MAV 21, 11985
SCALE ["=50'
NO 85-584
W ME% ON HIS GEEBALF TOLM 0 UNAUTHORIZED. ALTERATION OR ADDITION. M THIS GUARANTEED TO
FWU COMPAW, GO Aa.AORCY, A1<3WOMG NMWTM USM NREOR APO SURVEY IS A VIOLATION =07 SECTIO ' N 7200 OF THE' AMERICAN TITLE INSURANCE C(
NEW YORK,STATE, EDUCATION LAC
TO M( A^3* , rqM Oi "* UKX-hi, -NSTI: 0 COPIES OF THIS SURVEY NOT -BEARING THE .LAND
V. TION. CvJAQAv0W Aft XUT ffiAfl5ffa4W SURVEYOR*S l0cttl) SEAL .OR ENQnSSED SEAL'SHALL OF IV,**
CONSIDERED TO BE A VALIC TRUE COPY
f0 AVVlTQ4NAL Ganvarms Od'sLavaqhy P40T GE C C
11GUARANTEES INDICATED HEREON SMALL RUWONLY TO.
4H EALTH'DEPA RT 9 EN T - DATA FOR , APPROVAL TO CONSTR CT THE PEAS004 FOR VHOM THE'SURYEY IS OREPARED .4 A
AND Old HIS BEHALF TC THE TITLE COMP&M N_ 0 0
U-NEAPEST GLIC MENTAL AGENCY AND LENDING INSTjrUTIC VP
0 SOURCE OF WATER PPIVZTE 21' ly� GL OIS LISTED PU 151
N'SUFF CO. TAX MAP MST' /00 SECTION LOS OLOCK -06- LOT, j_y-_? HEREON, AND TO THE ASSIGMEES OF THE LENDING
YiBElaE ARE F0 DtQL6.R v W11- INSTITUTION GUARANTEEST��. lvv rrml ur Infa PROPERTY I NOT RAMSFERABLE
'OTHER THAN THOSE SHOt7N HEREON TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT
M THE WATER SUPPLY AOMIEWAOE DISPOQAL SYSTEM FOR THIS RMIDEKM OVN E R 5
VILL CCMFOPJ.d TO THE STANDARDS OF THE SUP70LK COUNTY DEPARTMENT IfIDISTANCES SHOWN HEREON FROM PROPERTY LINES
TO EXISTING STRUCTURES ARE FOR A SPECIFIC
OF HEALTH '13ERVICES3 AsLlecsT�PURPOSE AND ARE NOT TO BE USED TO ESTABLISH
PROPERTY LINES OR FOR THE ERECTION OF FENCES
ADDRESS
TEL
YO N" � Yo,
UNG
NOTE,.`® =--MONUMENT
--MAP FILED IN THE OFFICE, OF THE CLERK ALDEN W.YOUNG,-PROFESSIONAL ENGINEER
°.01F.-,SUFFOLk-_ COUNTY ON FE13.15,1974, AS FILE NO. 6066- AND LAND SURVEYOR LICENSE NO. 12845
HOWARD W. YOUNG, LAND.SURVEYOR
0`lHZ-LCWT= C7.v&- L(W),SEPTIC.TaNK(ST)6 assoOoLi(CM awtv" P�REC N:Y.S,. LICENSE M0:4-5893
_-Mb OR oAra'oemen vmam 6THrE22
H
��tED �c �
WITH TALL CODES OF
�� B.P.##
NEW YOI !< STATE & TOWN CODES
I
DATE:
AS REQUIRED
00
Passenger Vehicle Garages
FY BUILDirC� �P,`,i; i i 71 f', - -
- -
- - y - -RD
-1802 8 A'JI TO 4 PM FOR THE
�..-----------------
_FC LLOWING INSPECTIONS:
Rooms other than sleeping rooms
1. FOUNDATION - TWO REQUIRED
Sleeping Rooms
IFOR POURED CONCRETE
Stairs
2. ROUGH - FRt^tv�;�'G & PLUi` RING
Guards and handrails
INSULATION
YES
.I
4.
4
FINAL - CONSTRUCTION fJ;UwT
FINAL
`�
OCCUPANCY OR
A
BE COMPLETE FOR C.O.
L CONSTRUCTION SHALL P<"1 -ET WE
USE IS UNLAWFUL
RE-UY�F
I r OF THE CODES OE NCV�
RK
WITHOUT CERTIFICATE
STATE. NOT RESPON>iCLS FOR
Height of New Construction
From Grade:
C12SIGN OR CONSTRUCTIV-4 EF20 }C.
OF OCCUPANCY.
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
r
I
74 9'
PROPOSED I
REAR DECK i
- LP
PROP�
REAROSED
LST -1
ADDITION
oWI o1-'
�} EXISTING
0 1 STY FRAME ONE STORY
_ DWELLING RESIDENCE
Z GARAGE WELL.. LINE OF
EXISTING
11
Ago DECK TO
BE REMOVED
REAR DECK
EXISTING
GARAGE
CODE ANALYSIS
OCCUPANCY: Residential Single Family Detached
REFERENCE STANDARDS:
Residential Code of New York State
Wood Frame Construction Manual AF 4, PA (20011)
Climate Zone: 11B
Degree Days: 5750
DESIGN LOADS:
Roof, 20 psf ground snow load
Basic Wind Speed: 110 mph
Uplift: 18.1#
Dead Loads: 10 psf
in
N 88° 3620" W
Table 8301.4
Minimum Uniformly Distributed Live Loads
(in Pounds per Square Foot)
Use
Live Loads
Exterior Balconies
60
Decks
40
Passenger Vehicle Garages
50
Attic without storage
10
Attic with storage
20
Rooms other than sleeping rooms
40
Sleeping Rooms
30
Stairs
40
Guards and handrails
200
DEFLECTION LIMITS:
Rafters with no finished ceiling attached: L/180
Floors: 1-/360
FAIRWAY
3
to
SEISMIC
DESIGN
CATEGORY
DRIVE
O
O
ICE SHEILD
UNDERLAY-
MENT
REQUIRED
FLOOD
HAZARDS
ENERGY NOTES
1. Calculations are valid up to 5.9.9.9 degree days.
2. Certified conformance for Zone 11B.
I
I
I
I
3
to
SEISMIC
DESIGN
CATEGORY
SUBJECT TO DAMAGE BY
O
O
ICE SHEILD
UNDERLAY-
MENT
REQUIRED
FLOOD
HAZARDS
AIR
FREEZING
INDEX
WEATHERING
FROST LINE
DEPTH
TERMITE
v
20 PSF
112.16'
"G"
PLOT PLAN
Scale: 1" = 20'-O"
3. Wood framed floors, walls and ceilings shall have an approved
vapor barrier (permeance rating of 1.0 perm) installed on the
"warm in winter" side of thermal insulation.
4. Windows and sliding doors shall have a max. air infiltration
rating of 0.3 CFM per square foot of window area. Swinging
doors shall have a max. air infiltration rate of 0.5 CFM per
square foot of door area.
5. Skylight shafts shall have a minimum insulation value of R-19.
6. Garages - front, sides, doors, interior shall have max. U=.40
7. All fireplaces hall be provided with a damper for outside
combustion air 150-200 CFM. All flues shall have tight seated
damper with a max. air leakage of 20 CFM. All fireplaces
shall have tight- fitting non-combustible doors.
8. The Contractor shall submit the design, size and type of
mechanical systems which will be used, in sufficient detail, as
required by the Building Department.
9. All thermostas shall be odjustible from 55 degrees to
85 degrees Forenheit.
10. All ducts and pipes shall be insulated as required by code.
11. HVAC Contractor shall verify heat loss calculations.
12. All cellar and/or basement doors shall be insulated.
13. The Architect certifes that to the best of his knowledge,
Belief, and professional judgement that the plans are in
compliance with the Energy Conservation Construction Code
of New York State. (July 3, 2002)
ASPHALT ROOF SHINGLE NOTES
1. Asphalt roof shingles shall have self-sealing strips or shall be
interlocking and shall comply with the requirements of ASTM D-225
or D-3462
2. All fasteners for asphalt roof shingles shall be galvanized steel,
stainless, aluminum, or copper roofing nails. Fasteners shall be
minimum 12 gage sharked with a minimum 3/8" dia. head, and of sufficient
length to penetrate through the roofing materials and the sheathing.
3. Asphalt roof shingles shall have the minnimum number of fasteners as
required by the manufacturer.
4. For normal applications, asphalt roof shingles shall be secured to the
roof with no less than four (4) fasteners per strip shingle or two (2)
fasteners per individual shingle.
5. Asphalt strip shingles shall have a minimum of six (6) fasteners per
shingle where the eove is 20 feet or higher above grade or where the
base wind speed is 120 mph or greater.
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
LOAD
WIND
(SPEED IN
MPH
SEISMIC
DESIGN
CATEGORY
SUBJECT TO DAMAGE BY
WINTER
DESIGN
TEMP.
ICE SHEILD
UNDERLAY-
MENT
REQUIRED
FLOOD
HAZARDS
AIR
FREEZING
INDEX
WEATHERING
FROST LINE
DEPTH
TERMITE
DECAY
20 PSF
110
"G"
SEVERE
3'-O"
MOD. TO
HEAVY
SLIGHT TO
MODERATE
110
YES
AE
500
REAR (WF -5T) ELEVATION
SCALE: 1/4" .1'-0"
Existing Home:
(Lowest Level:
N/A
First Level
2,171 Sq. Ft.
(Upper Level
N/A
Attic:
N/A
All Accessory Structures:
517 Sq. Ft Rear Deck
Total Sq. Ft. Existing
3,274 Sq. Ft.
New Work:
(Lowest Level:
N/A
(First Level
370 Sq. Ft.
(Upper Level
N/A
Attic:
N/A
All Accessory Structures:
3665 Sq. Ft. Rear Deck #1
155 Sq. Ft Rear Deck #2
Total Sq. Ft. New
890 5q. Ft.
Lot Area:
40,916 Sq. Ft.
F. A. R. (Floor Area Ratio)
10/
Building Footprint:
3,630 Sq. Ft. Including decks
Total Lot Coverage:
8„9510
Height of New Construction
From Grade:
16'-6"
GENERAL CONSTRUCTION NOTES:
1. All work shall conform to the requirements of the New York
State Building Code; all work shall also conform to the
requirements of any other Codes and authorities having
jurisdiction. The Contractor shall obtain and arrange for all
required permits, nspection, certificates and tests.
2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing
capacity; contractor shall have the level of acceptable bearing
strata verified in the field.
3. All concrete work shall conform to requirements and
recommendations of AGI -318-99 "Specifications for Structural
Concrete for Buildings" (fc'=3000 psi); All exposed
slabs, garage slabs, and steps shall be 3500 psi air -entrained.
Reinforcing steel shall conform to ASTM A-615 Grade 60.
4. All framing members shall be Hem -Fir #1 (Fb = 975psi);
provide (2) 2x8 header over all wall openings, unless
otherwise noted.
5. Micro -lam girders (ML) shall be laminated veneer lumber with
E=2,000,000 PSI. Fb = 2,800 PSI, as manufactured by
TRUS-JOIST McMILLAN.
6. Double frame around all openings, under parallel walls and
under bathtubs. Provide Simpson hanger connections at all
flush structural load bearing conditions.
7. All concrete block shall conform to ASTM C90; Mortar shall be
type "M"
8. All steel work shall conform to the requirements of the RISC
"Specifications for Design, Fabrication and Erection of
Structural Steel for Buildings". Steel shall conform to
ASTM GRADE 36.
9. All electrical work shall conform to local NEC and Underwriters
Laboratory requirements.
10. Pre -fabricated fireplaces and flues shall be UL approved.
11. Install smoke detectors and carbon monoxide detectors in
accordance with all state and local code requirements.
12. The Contractor shall verify all existing conditions before
starting construction and shall notify the Architect of any
ambiguities or discrepancies before proceeding with
the work. If any questions arise before or during construction
as to the intent or details of the drawings, the contractor
shall call the architect, Mark Schwartz, at (6631) 734-4185 for
clarification and/or instructions. If the contractor fails to
follow the above procedure, he shall assume all responsibility
for the consequences of his actions and/or decisions.
13. The owner shall arrange for supervision of the construction
work to ensure compliance with the contract documents.
CODE REFERENCES:
Project Kennedy ! Schober House
Energy Code:
2010 New York Energy Conservation
Location:
Suffolk County, New York
Construction Type:
Single-family
Project Type:
Addition
Climate Zone:
4 (5750 HOD)
Permit Date:
12
Permit Number:
calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy
Construction Site: Owner/Agent: Designer/Contractor:
1700 Fairway Drive Mark Schwartz, Architect
Cutchogue, NY P.O. Box 933
Cutchogue, NY 11935
631-7344185
mksarchitect@optonline.net
{ _7`11k__B
..�. } si.. F..
"•
p
..
,.5�: �
£+?'•S"°P^•.A,..HL�"a'�x.:.M�4t!w�Aa•'}ti `iRnr.W3:�anivw�'s''.3yti+• "45geAp,C•cop.•4a'1R..1ma"klwwwv9n�av':a'$b3. ' ' e
,iY•A�Atd:&\X:tt �aan4•.44%•s'+.".J...iH: a!i.:an.•'a�
Compliance: 20.2° BetterThan Code Maximum UA: 84 Your UA: 67
The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home.
Envelope Assemblies
Ceiling 1: Cathedral Ceiling 351 30.0 0.0 0.034
12
Wall 1: Wood Frame, 16" u.c, 558 19.0 0.0 0.060
31
Window 1: Vinyl Frame:DouNe Pane with Low -E 8 0.320
3
Window 2: Vinyl Frame:Double Pane with Low -E 14 0.320
4
Door 1: Glass 15 0.320
5
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 370 30.0 0.0 0.033
12
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in
the REScheck Inspection Checklist.
Name - Title Signature Date
FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles R401.4, 8401.4.1,
R402.2, R404.1 AND R408.1 THRU 408.3
ANCHOR BOLT SIZE AND SPACING: Refer to 2001 AFPA/WFGM Table 3.2A.
PROTECTION AGAINST DECAY: Refer to Section 8319
PROTECTION AGAINST TERMITES: Refer to Section R320
FLOOR SYSTEM: Shall comply with Chaper 5 and AFPA/WFCM 2001 Section 3.3.
WALL BRACING SYSTEM: Shall comply with Sections R602.8, 602.10, R602.10.10,
R613.2, AND 8613.3
WINDOW ANCHORAGE: Shall comply with Section R(513.5
WINDOW MULLIONS: Shall comply with Section R613.6
EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, R703.4 Refer to
Table R703.4 for weather -resistant Siding Attachment and Minimum Thickness. Refer to
Table R703.5.2 for Wood Shakes or Shingles.
FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5
ROOF/CEILING CONSTRUCTION: Shall comply with R801.4 and AFPA/WFCM 2001 Refer
to Rafter Span Tables 8802.5.1(1) and (2).
ROOF A55EMBLIES: Shall comply with Section R902, 8903 and 8904.
ROOF SLOPE: Shall comply with Section 8905.2.2
ASPHALT SHINGLES: Sholi be secured to the roof with not less than (4) fasteners per strip
shingle or (2) fasteners per individual shingle (8905.2.6)
INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread and smoke -density
requirements of Section R315.
INSULATION AND VAPOR BARRIERS: Shall be fre rated per Section R316.
GYPSUM BOARD: Shall conform to Section 8702.3.
MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to Section
R307.
STAIR LANDING: Shall comply with section R311.5.4
STAIRWAY: Shall comply with Section R311.5
HANDRAILS: Shall comply with Section R311.5.6
L157 OF DRAWINGS
T1 GENERAL NOTES, CODE REFERENCES, PLOT PLAN, ENERGY CALCULATIONS
Al EXISTING FLOOR PLANS AND ELEVATIONS
A2 PROPOSED FOUNDATION PLAN
A3 PROPOSED FLOOR PLAN, DOOR WINDOW SCHEDULES INTERIOR ELEVATIONS
A4 PROPOSED ELEVATIONS
A5 PROPOSED SECTIONS
A6 CONNECTOR DETAILS -1
A7 CONNECTOR DETAILS - 2
A8 NAILING SCHEDULE $ FRAMING TABLES
The Plans Examiner shall review the enclosed document for minimum acceptable
plan submittal requirements as specified in the Building and/or Residential Code
of the State of New York. This review does not guarantee compliance with
that code. That responsibility is guaranteed under the seal and signature of the
State of New York licensed design professional of record. That seal and
signature has been interpreted as an attestation that to the best of the
licensee's belief and information, the work in the document is:
' Accurate
' Conforms with governing codes applicable at the time of submission
' Conforms with reasonable standards of practice and with the view to the
safeguard of life, health, property, and public welfare
Is the responsibility of the licensee.
REVISIONS:
O
w
U
Q
z H
Q
a
4
a
Q U
iZ
U
Q
E_ W
a
a
W i
F -ti
W
MO
w
0
Q
P
x
_1� U
wH
L)
Q
o
� U
w
r-,
0
v
cV �
0
I', r�
aa0CO rn
co o+
Me
V
0
V
C v
M
W
+n U
ON
N
In
aJ �
W
W
H
U
0
N
x
U)
DRAWN: JM / MS
SCALE: AS NOTED
JOB #:
Sept 17, 2014
SHEET NUMBER:
-1
EXISTING FIRST FLOOR PLAN
EXISTING BILCO DOORS
EXISTING
BILCO DOORS
REVISIONS:
r�
W
O
Q
�
w
a
w
z
�
Q
a
�
Q
O
w
w
r
W
W
O
z
w
(oz)
Q
U
�
dv
o
Q
o U
0
ra
ON
O M
e�1
corn
m o�
U
a`
;r
in
v i~ ate,
0
G
u
U
P4 O
H
x
r
DRAWN: JM / MS
SCALE: AS NOTED
JOB #:
Sept 17, 2014
SHEET
NUMBER:
A-1
i
L_—
4X4P05TON
12" DIA X36"DEEP / /-----
PG FOOTING (TYP) - - - _ /_ _ /• - - -
17
(3) 2 X 8 ACQ\RDER ��-----�------
I •• I
O
X
7-22" T-22„ N 7-22.. I VENT
(3) 2 X 8 ACQ RDER - O n3) 1 3/4' X 9 Y2' ML GIRD R
(? X� -
�0 8" X 16" GONG.
C)
I
I
I
I
I
i
L_—
4X4P05TON
12" DIA X36"DEEP / /-----
PG FOOTING (TYP) - - - _ /_ _ /• - - -
17
(3) 2 X 8 ACQ\RDER ��-----�------
I •• I
O
X
7-22" T-22„ N 7-22.. I VENT
(3) 2 X 8 ACQ RDER - O n3) 1 3/4' X 9 Y2' ML GIRD R
(? X� -
�0 8" X 16" GONG.
C)
CONCRETE
U
---------------�
I
I
2 X 8 LEDGER BOARD Q�
i
BOLTED TO HOUSE WITH �0
1/2" DIA BOLTS @ 16" OG X
(ai
(STAGGERED)
I
---------------
I I
I
I
I
I I
i
I
------------------JII
CONCRETE
-�
I
---------------�
I
I
BLOCK
i
--------------------I
�
I
I
I
I
I
I
I
J
I
I
I
I
I
I
I
I
I
I
I
U N EXCAVATED
I
I
L J L1J
L-- ----------------------
--�
F —
------------------
I I
I
I I
KEY
I
L J
I I BLOCK PIER ON
X 2'-0" X 1'-0"
CONC. FOOTING
I I 2 X 10 LEDGER BOARD
BOLTED TO HOUSE WITH
5/8" DIA BOLTS @ 16" OG
(STAGGERED)
I I
#5 DOWELS @ 12" O.G. V.
(DRILL $ EPDXY G" INTO
EXISTING CONCRETE) 3'-0" WIDE ACCESS
EXISTING
LINE OF EXISTING DECK
ABOVE TO BE REMOVED
L J
L J L J
CONCRETE
-�
I
---------------�
I
I
BLOCK
—
FOUNDATION
4 X 4 POST (CUT A5 NECESSARY
_
1/2" DIA X 16" LONG
TO MAKE A TIGHT FIT) ON 12" DIA
I
ANCHOR BOLTS 1'-0"
X 36" DEEP PC FOOTING (TYP)
All
FROM CORNERS
4'-0" O.G. MAX. (TYP.)
D
LINE OF EXISTING DECK
1L
— —
ABOVE TO BE REMOVED
I
(3) 2 X 8 GQ GIRDER I
I
••
I •:
I
I
o
I
4
o
W
-------�
�y
a
Q
O
Q
W
O
X
_ _---�
k 3) 2 X 8 GQ GIRDER
P.�
W
I
I
N
2 X & LEDGER BOARD I
I
W
I I
I
O
BOLTED TO HOUSE WITH
�
� U
�
wH
Q
o U
�U
W
1/2" DIA BOLTS @ 16" OC
0
0,0
a
2 o
O
(STAGGERED)
I
N
VENT
I
cn
O
N
uu
u
DRAWN: JM / MS
SCALE: AS NOTED
JOB #:
D
Sept 17, 2014
SHEET NUMBER:
A-2
#5 DOWELS @ 12" O.G. V.
I
I
J
(DRILL $ EPDXY G" INTO
I
I
—
EXISTING CONCRETE)
L J
L J L J
INDICATES EXISTING WALLS TO REMAIN
I
-----------� I
— — — — — — — — — — — — — INDICATES EXISTING WALLS TO BE
-------------------------
REMOVED INDICATES NEW WALLS
SD INDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE
INTERCONNECTED THROUGHOUT THE BUILDING AS
PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE.
CM INDICATES HARD -WIRED CARBON MONOXIDE DETECTOR
0 /HD INDICATES 5/8" DIA TIE HOLD IDOWNS
(SEE DETAIL ON SHEET A10)
-�
I
---------------�
I
I
-----------------�
INDICATES EXISTING WALLS TO REMAIN
I
-----------� I
— — — — — — — — — — — — — INDICATES EXISTING WALLS TO BE
-------------------------
REMOVED INDICATES NEW WALLS
SD INDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE
INTERCONNECTED THROUGHOUT THE BUILDING AS
PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE.
CM INDICATES HARD -WIRED CARBON MONOXIDE DETECTOR
0 /HD INDICATES 5/8" DIA TIE HOLD IDOWNS
(SEE DETAIL ON SHEET A10)
I
F T -1 F
— i 1
J L J
L- — — — — — —
F 7
L I I
I I
I I
I
I
I I
I I
FOUNDATION PLAN WITH PROPOSED REAR ADDITION
SCALE: 1/4" = 1'-0"
REVISIONS:
-�
I
I
F T -1 F
— i 1
J L J
L- — — — — — —
F 7
L I I
I I
I I
I
I
I I
I I
FOUNDATION PLAN WITH PROPOSED REAR ADDITION
SCALE: 1/4" = 1'-0"
REVISIONS:
W
�y
a
Q
O
Q
W
O
P.�
W
O
W
Q�
O
�
� U
�
wH
Q
o U
�U
W
0
0,0
a
2 o
O
z
N
O
--O W
cn
O
N
uu
u
DRAWN: JM / MS
SCALE: AS NOTED
JOB #:
Sept 17, 2014
SHEET NUMBER:
A-2
DOOR SCHEDUL
TAG
SIZE
DESCRIPTION
MANUFACTURER
i �
I SF
D1
i�WINMEN
PR PANEL POCKET DOORS
-
GVV15
DOOR SCHEDUL
TAG
SIZE
DESCRIPTION
MANUFACTURER
MFG#
I SF
D1
PR 3'-0" X 6'-8"
PR PANEL POCKET DOORS
-
GVV15
WINDOW SCHEDI
TAG
SIZE
DESCRIPTION
MANUFACTURER
MFG#
SF
W1
2'-4 3/8" X 4'-117/8"
CASEMENT
ANDERSEN
GVV15
0
PROPOSED EXISTING CORNER OF
CEILING FAN MASTER BEDROOM
WITH LIGHTS WALL
WINDOW
SEAT
1z
G �
A
EXISTING
EXTERIOR
WALL
INTERIOR ELEVATION -1
SCALE: 1/4" = 1'-O"
22'-1D"
12
— 17
CATHEDRAL
CEILING
PROPOSED
CEILING FAN
WITH LIGHTS
22'-D"
DOORS TO
LIVING ROOM
BEYOND
iL"ffil
SD INDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE
INTERCONNECTED THROUGHOUT THE BUILDING AS
PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE.
CM INDICATES HARD -WIRED CARBON MONOXIDE DETECTOR
O /HD INDICATES 5/8" DIA TIE HOLD DOWNS
(SEE DETAIL ON SHEET A10)
FIRST FLOOR PLAN WITH PROPOSED REAR ADDITION
SCALE: 1/4" =1'-O"
EXISTING
BILCO DOORS
REVISIONS:
O
O
w
H
Q^
�
H
O
Q
O
Q W
con�
OQ
a Ln
FYi
w
w
w
�
O
Q
�
� U
Q
� U
�
w
0
a,
0
rn
= rn
m o
d r
z
0
wzs -�
cd
.�
A
�+ cu
mu
N
ow3
w
O
Ln
EMM4
�3
H
ul)
DRAWN: JM / MS
SCALE: AS NOTED
JOB #:
Sept 17, 2014
SHEET NUMBER:
A-3
REAR (WEST) ELEVATION
SCALE: 114'= l' -Gy'
22'-0" PROPOSED ADDITION
1A'-rn" Plztl)p()C;Ro AoolTl()N
51DE (50UTH) ELEVATION
SCALE: 114:'= l' -O"
SII
PROPOSED ADDITION
EXISTING BILCO DOORS
----------------- --
F
I
SIDE (NORTH) ELEVATION
SCALE: 114:'= l' -O"
REVISIONS:
O
O
W
�
u
p U
Lr'
cu
lm
Jv-
u
ON
00
cf)
u F -
4e
u
Lr)
�4
DRAWN: JM MS
SCALE: AS NOTED
JOB #:
Sept l7,2014
SHEET
NUMBER:
A-4-
.,�� u rmr-e-i^i 1S5 ROOF SHINGLES
Lott" rL. i VVvv✓ wo�wv�nw
SECTION A -A 2 X 8 FLOOR JOISTS @ 16" O.C.
SCALE: 1/4" = 1'-D" (2) 2 X 6 CCA SILL
TERMITE SHIELD
2 X 8 RIM JOIST (CONTINUOUS)
R-30 INSULATION
)OD SHEATHING
- RIDGE
DOE VENT
OOF RAFTERS @ 16" O.G.
N H3 FRAMING ANCHORS @ 16" O.C.
)LLAR TIES @ 48" O.C.
�ULATION W/ 1" MIN AIR SPACE
3 FASCIA BOARD
SITED SOFFITS (CONTINUOUS)
rTERS $ LEADERS TO GRADE (TYP.)
GYPSUM BOARD @ CEILING
SIDING TO MATCH
15 # FELT
1/2" CDX PLYWOOD SHEATHING
2 X 6 STUDS @ 16" O.C.
R-19 BATT INSULATION
1/2" GYPSUM BOARD @ WALLS
(2)2X6TOP PLATE
2 X 6 SOLE PLATE
2 X 6 STUDS @ INTERIOR PARTIONS
DIA ANCHOR BOLTS @ 4'-0" O.G.
CAST -IN-PLACE CONCRETE FOUNDATION WALL
X 16" CAST -IN-PLACE CONCRETE FOOTING
SLAB ON GRADE
R-10 RIGID INSULATION 24" VERTICAL-
VAPOR
ERTICALVAPOR BARRIER
2 X 8 ACO LEDGER BOARD —
BOLTED TO HOUSE W/ 1/2"
BOLTS @ 16" O.G. (STAGGERED)
5/4" DECKING
2 X 8 DECK JOIST @ 16" O.G.
(3) 2 X 8 AGO GIRDER
4 X 4 POST CUT
AS NECESSARY TO
MAKE A TIGHT FIT
SIMP50N STRONG -TIE
P1366 OR SIMILAR
FINISHED FLOOR
SECTION B -B
SCALE: 1/4" = 1'-O"
X.91/2" ML HDR
2 X 8 AGO LEDGER BOARD —
BOLTED TO HOUSE W/ 1/2"
BOLTS @ 16" O.G. (STAGGERED)
5/4' DECKING -\
2 X 8 DECK JOIST 9 16" D.G.
(3) 2 X 8 AGO GIRDER
4 X 4 POST CUT
AS NECESSARY TO
MAKE A TIGHT FIT
SIMPSON STRONG -TIE
PB,66 OR SIMILAR
GRADE
GRADE
SECTION D -D
SCALE: 1/4" = 1'-0"
SECTION E -E
SCALE: 1/4" = 1'-O"
FINISHED FLOOR
SECTION C -C
SCALE: 114:'= 1'-0"
T ELEV 16.5
;T ELEV 9.83'
LR ELEV 1.83'
E ELEV 0.0'
3 ELEV -3.0'
REVISIONS:
r�
V
w
Q
C
h-1
f--�
O
/f�
b
H
w
--d
Q
w
O
04a
w
0
�
W
w
0
U
�x
U
�D
Q
o
� U
w
0
0
m
a`
x Lo
0
m
v
Po a,
O '
m o
�1,
cq
dO
C13 ci
Lov
O
� �
Lo Ute+ n;
ON g
N
a)s~ v
G
U
O
v7
N
u
u
DRAWN: JM / MS
SCALE: AS NOTED
JOB #:
Sept 17, 2014
SHEET NUMBER:
A-5
MT516
L5TA1A
L- i r1+
-CS20 / 03) 8d NAILS 0 EACH END
-LTP4 / 02) 8d x 11/2" NAILS
-LTSA16 / (7)10d NAILS 0 EACH END
FLOOR TO FLOOR CONNECTIONS
SIMPSON STRONG TIE
C516
-0520 / 03) 8d NAL S 0 EACH END
-LTP,4 / 02) 8d x 11/2" NAILS
STUD TO BAND JOIST CONNECTION
SIMP50N STRONG 11E
10' DIAMETER
SONOTUBE
SIMPSON STRONG TIE
ABE44
POST TO SONOTUBE
TYPICAL CONNECTION
TUM
:)VER
-SP4 / (3)10d NAILS 0 EACH END
-5P1 / (6) 10d NAILS TO STUDS
(4)10d NAILS TO PLATE
-H2.5 / (4) 8d x 11/2" NAILS TO STUD
x 11/2" NALS TO
-H4 / (4 (8d 8d 1/2" NAILS TO STUDS E
(4) 8d x 11/2" NALS TO PLATE
-H8 / (5)10d x 11/2" NAILS TO STUDS
(4)10d x 1 1/2" NAILS TO PLATE
SILL PLATE TO FOUNDATION
INSTALL @ 32" o.c.
C516
r-a�r
-C920 / 03) 8d NALS 0 EACH END
-LTP4 / (12) 8d x 11/2" NA1L5
FLOOR TO FLOOR CONNECTIONS
SIMPSON STRONG TIE
UPLIFT ATTACHMENT DETAIL
9 OPEN PORCHES $ 2ND FLOOR DECKS (TYP.)
STRONG -TIE AC4
L'
RIM JOIST TO BOTTOM PLATE
CONNECTION - PROVIDE 0)
LTP4 AT EVERY RIM JOIST
TO BOTTOM PLATE CONNECTIC
AT 16O.C. - MINIMUM - TYPICAL
FOR ENTIRE PROJECT
HOLD DOWN DETAIL
LID CORNERS AND DOOR OPENING GREATER THAN 5 FT.
GIRDER CONNECTION TO PIPE COLUMN
INSTALL @ EACH COLUMN
)N STRONG -TIE
5-35
)NNECTING
A 3-1/2"
COLUMN
STUD TO SILL PLATE
INSTALL T 32" o.c.
PROVIDE MINIMUM 1"
END DISTANCE
EQUAL NUMBER OF
SPECIFIED NAILS IN
EACH END
-PROVIDE 03) 8d NAL -S, 0 EACH END
FIRST TO SECOND FLOOR DIAGRAM
MT816
MTS1E
X 12"
SPACED
(2) #5 REBAR
END
LENGTH
CUT
LENGTH
SIMPSON STRONG TIE
CS20
moo/
SIMPSON STRONG TIE 3
WALL TO GABLE END WALL
-MTS15 / (-� 10d x 11/2" NAILS 0 EACH END
END TO WALL CONNECTION TO GABLE END WALL
TYPICAL CONNECTION
REVISIONS:
/W^
I^ --i
H
i
CA
Q
H
W
�
U
O
U
W
v�
O
W
W
>
c)
Qz
d U
� U
W
0
u
m
d
x"
dLo
x
tz
r. sy
0
G .t•. d' cC .0
� U
M
N
O W
CIl
W
H
H
DRAWN: JM / MS
SCALE: AS NOTED
JOB 4:
Sept 17, 2014
SHEET NUMBER:
A-6
DOUEBLE ROOF
GLAOLE END
(2) 2x6 OR 2x4
FIRE 6LOCQNC
clp6-O" ABOVE
SUB -FLOOR
2x6 OR 2x4 WALL
STUDS 0 16" O.C.
PRO"/IDE MIN. 1"
END (DISTANCE
EQUAL NUMBER OF
SPECIFIED NAILS IN
EACH END
CLEAR
SPAN
END
STRONG -TIE
P EACH STUD
HRS
O' TO TOP
FIRE BLOCKING
TOP OF SECOND FLOOR
SUB -FLOOR
TTOP OF FIRST FLOOR
U WALL TOP PLATE
SIMPSON STRONG -TIE
C516
TYPICAL <P EACH STUD
GABLE END WALL BALLON FRAMING
@ CATHEDRAL CEILINGS
SIMPSON STRONG -TIE _
LTS12 OR SIMILAR
TIPICAL dP EACH RAFTER
SIMPSON STRONG -TIE
A35 OR SIMILAR
TIPICAL 4P EACH RAFTER
0
2x4 CURB AS REQUIRED
3/4" CDX PLYWOOD
OVER
WITH EPDM MEMBRANE
SIMPSON STRONG -TIE \L -2x8 FIAT ROOF/DECK RAFTERS
P57O OR SIMILAR X16" O.G. WITH TAPER STRIPS
AS REQUIRED
6x6 ACQ POST
2" MINIMUM SIDECOVER
Z ACQ POST
SIMPSON STRONG -TIE
11366 OR SIMILAR
12" DIAM POURED CONCRETE
SONOTUBE PIER ON
2'-O'x2'-O'x1'-O' POURED CONCRETE
FOOTING - SEE DETAIL PAGE # 8
FLAT / ROOF COVERED PORCH STRAPPING DETAIL
SIMPSON STRONG -TIE
SIMPSON STRONG -TIE
A23 49 CORNERS
TYPICAL
STRAPPING FOR WINDOWS $ DOOR FRAMES
@ CORNERS AND WINDOW $ DOOR OPENINGS (YP)
-MTS12 /1Od x 11/2" NAILS TO PLATE
-MT512 / R 1Od x 11/2" NAILS TO STUDS
HURRICANE CLIP
@ EACH RAFTER
' SPECIFY
ANGLES
SPECIFY
FLUSH TOP
OF BEAM
AT
CENTER,
RIGHT
SIDE, OR
LEFT
SIDE
RIDGE TO RAFTERS CONNECTION
TYPICAL
TOP PLATE
HEADER
SIMPSON STRONG -TIE
HRS
SIMPSON STRONG -TIE
A23 ® CORNERS
TYPICAL
SIMPSON STRONG -TIE
A23 « CORNERS
TYPICAL
OR PROVIDE SOLID BRIDGING
FLOOR JOIST BRIDGING
INSTALL CROSS BRIDGING @ 8'-O' O.C. MIN
GABLE END TRUSS
2x10 BRACING
TOP PLATE
2x6 STUD WALL
GABLE END WALL BRACING DETAIL
@ FLAT CEILINGS
J STRONG -TIE LSTA
20 GAGE - RIDGE STRAP
1 -Ya' X 18' STRAP W/12 -100 NAILS
RAFTER TO RIDGE CONNECTION
INSTALL @ ALL ROOF RAFTERS
FLOOR J015
JOIST END BLOCK
INSTALL CROSS BRIDGING @ 8-O' O.C. MIN
-MTS12 / (7) 10d x 11/2" NAILS TO PLATE
-MT512 / (7) 10d x 11/2" NAILS TO STUDS
TDP PLATE TO STUD CONNECTIONS
SIMPSCN STRONG TIE
NOTES
NO SUBSTITUTIONS
ALL FRAMING HARDWARE SHOWN ON THESE PLANS
UNLESS OTHERWISE INDICATED, 15 SIMPSON STRONG -TIE
NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED.
DUE TO THE RELA110NSHIP OF FRAMING HARDWARE TO
THE OTHER COMPONENTS OF THE STRUCTURE, ANY
FRAMING HARDWARE SUBSTITUTIONS WILL RENDER
THESE PLANS NULL AND VOID, AND WILL RESULT IN THE
INSTALLER/CONTRACTOR ASSUMING RESPONSASIJTY
FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE
SYSYEM.
ALL STRAPPING TO BE 16' O.C.
REVISIONS:
r�
V
/W
i --a
zN
O
F-1
Q
W
Q
F-
W
O
w
C)
h�li
w
w
z
0
q
�
Q
o
� U
w
r"
0
N
O
D M
rV
M .a V
~G
L
00 \
rn
N
aJ
G7 cu
o
W
.0
U
O
DRAWN: JM ( MS
SCALE: AS NOTED
JOB #:
Sept 17, 2014
SHEET NUMBER:
A-7
NAILING SCHEDULE (EXPOSURE "B")
Roof
Pitch
NUMBER OF
NUMBER OF
3:12
JOINT DESCRIPTION
COMMON NAILS
BOX NAILS
NAIL SPACING
ROOF FRAMING
RAFTER TO TOP PLATE (TOE -NAILED)
3 - 8d
3 - 10d
PER RAFTER
CEILING JOIST TO TOP PLATE (TOE -NAILED)
3 - 8d
3 - 10d
PER JOIST
CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED)
8
32
-
RAFTER SLOPE: 3:12 (HEEL JOINT)
22 -16d
22 - 40d
4:12
4:12
17-16d
17-40d
16
5:12
14 - 16d
14 - 40d
EACH LAP
7.12
10-16d
10-40d
21
9:12 AND GREATER
8 - 16d
8 - 40d
32
CEILING JOIST LAPS OVER PARTITION (FACE -NAILED)
8
36
-
RAFTER SLOPE: 3:12
22 _16d
22 - 40d
11
4:12
17-16d
17-40d
20
5:12
14 - 16d
14 - 40d
EACH LAP
7:12
10-16d
10-40d
7
9:12 AND GREATER
8 -16d
8 - 40d
36
COLLAR TIE TO RAFTER (FACE -NAILED)
6:12
12
3
RAFTER SLOPE: 3:12
7 - 10d
7 -12d
13
4:12
6 - 10d
6 -12d
24
5:12
4-10d
4-12d
PER TIE
6:12 AND GREATER
4 - 10d
4 -12d
6
BLOCKING TO RAFTER (TOE -NAILED)
2 - 8d
2 - 10d
EACH END
RIM BOARD TO RAFTER (END -NAILED)
2 - 16d
3 - 16d
EACH END
WALL FRAMING
TOP PLATE TO TOP PLATE (FACE -NAILED)
2 -16d
2 - 16d
PER FOOT
TOP PLATES AT INTERSECTIONS (FACE -NAILED)
4 -16d
5 - 16d
JOINTS -EACH SIDE
STUD TO STUD (FACE -NAILED)
2 -16d
2 - 16d
24" O.C.
HEADER TO HEADER (FACE -NAILED)
16d
166
16" OC ALONG EDGES
TOP OR BOTTOM PLATE TO STUD (END -NAILED)
2 - 16d
2 - 40d
PER STUD
BOT'T'OM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR
2 - 16d 2
2 - 16d
PER FOOT
BLOCKING (FACE -NAILED)
3
4
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED)
4 -8d
4-10d
PER JOIST
BRIDGING TO JOIST (TOE -NAILED)
2 - 8d
2-10d
EACH END
BLOCKING TO JOIST (TOE -NAILED)
2 - 8d
2 - 10d
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE -NAILED)
3 - 16d
4 -16d
EACH BLOCK
LEDGER STRIP TO BEAM (FACE -NAILED)
3 - 16d
4 - 16d
EACH JOIST
JOIST ON LEDGER TO BEAM (TOE -NAILED)
3 - 8d
3 - 10d
PER JOIST
BAND JOIST TO JOIST (END -NAILED)
3 - 16d
4 -16d
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED)
2 -16d
2 - 16d
PER FOOT
ROOF SHEATHING
STRUCTURAL PANELS:
N
O W
PANEL
INTERMEDIATE
U-)
EDGES
SUPPORTS
INTERIOR ZONE s
8d
10d
4"
6"
PERIMETER EDGE ZONE 5
8d
10d
4"
4"
GABLE ENDWALL RAKE WITH LOOKOUT BLOCK
8d
10d
4"
4"
CEILING SHEATHING
GYPSUM WALLBOARD
5d COOLERS
5d COOLERS
7" EDGE / 10" FIELD
WALL SHEATHING
STRUCTURAL PANELS/HARDBOARD
PANEL
INTERMEDIATE
EDGES
SUPPORTS
INTERIOR ZONE 6
8d
10d
6"
6"
4' EDGE ZONE 6
8d
10d
6"
6"
FIBERBOARD PANELS:
7/16"
6d 3
-
3" EDGE / 6" FIELD
25/32"
8d 3
-
3" EDGE / 6" FIELD
GYPSUM WALLBOARD
5d COOLERS
5d COOLERS
7" EDGE / 10" FIELD
PARTICLE BOARD PANELS
8d
8d
SEE MANUFACTURER
FLOOR SHEATHING
STRUCTURAL PANELS:
1" OR LESS
8d
10d
6" EDGE / 12" FIELD
GREATER THAN 1"
10d
16d
6" EDGE / 6" FIELD
NAILING NOTES
1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED ro" ON CENTER AT THE PANEL
EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD
PATH.
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER
OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - lrod PER FOOT.
3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 10 GAGE STAPLES ARE PERMITTED; CHECK
IBC FOR ADDITIONAL REQUIREMENTS.
4. ALL QUANTITIES ARE BASED ON 1F" OC SPACING FOR RAFTERS, JOISTS AND STUDS.
5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING
4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT
REQUIREMENTS SHALL BE USED.
ro. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT
REQUIREMENTS SHALL BE USED.
Table 3.4 Ridge Tension Strap
Connection Requirements
020mph)
Roof
Pitch
Roof
Span(flt)
# of 8d nails in each
end of 11 /4"20
gage strap
3:12
12
4
28
16
(0-
20
20
7
# of 16d Common nails
24
8
per Heel Joint Splice
28
-
8
32
-
4
36
-
4:12
12
3
5
16
4
14
20
5
7
24
6
21
28
7
3
32
8
8
36
-
5:12
12
3
11
16
4
5
20
4
16
24
5
3
28
6
7
32
7
3
36
7
6:12
12
3
4
16
3
13
20
4
3
24
5
5
28
5
3
32
6
6
36
7
7:12-
12:12
12
2
9
16
3
3
20
4
4
24
4
3
28
5
5
32
6
3
36
6
Table 3.38 Uplift Strap Connection
Requirements (120 mph) (Roof to
wall, Wall to wall, and wall to
foundation) (Prescriptive
Alternative to Table 3.3)
Framing
Spacing
Roof Span
(ft)
# of 8d nails in each
end of11/4"20 gage
strap
12
12
3
28
16
4
20
4
# of 16d Common nails
24
5
per Heel Joint Splice
28
5
8
32
6
4
36
7
16
12
4
5
16
5
14
20
5
7
24
6
21
28
7
3
32
8
8
36
-
19.2
12
5
11
16
5
5
20
6
16
24
7
3
28
8
7
32
-
3
36
-
24
12
6
4
16
7
13
20
8
3
24
-
5
28
-
3
.32
-
6
36
-
Table 3.7 Rafter/Ceiling Joist Heel Connection Requirements for
20 p5f Roof Live Load
(Prescriptive Alternative to Table 3.3)
Rafter
Roof Span (ft.)
12
20
28
36
Spacing
Rafter
Rafter
# of 16d Common nails
Slope
Spacing
per Heel Joint Splice
3
(in.)
8
3
12
4
6
8
11
3:12
16
5
8
11
14
24
7
11
16
21
12
3
5
6
8
4:12
16
4
6
8
11
24
5
9
12
16
12
3
4
5
7
5:12
16
3
5
7
9
24
4
7
10
13
12
3
3
4
5
7:12
16
3
4
5
6
w
24
3
5
7
9
M
12
3
3
3
4
9:12
16
3
3
4
5
24
3
4
6
7
12
3
3
3
3
12:12
16
3
3
3
4
24
3
3
4
6
X 32/20 =
UPLIFT STRAP CONNECTION REQUIREMENTS:
(ROOF TO WALL, WALL TO WALL, AND WALL TO
FOUNDATION) PER WFCM TABLE 3.38
NUMBER OF 8d COMMON NAILS IN EACH END OF
11/4" x 20 GAUGE STRAP (SIMPSON CS20 OR
EQ UAL):
ROOF SPAN is'- USE 4 NAILS
ROOF SPAN 20'- USE 5 NAILS
ROOF SPAN 24'- USE 6 NAILS
ROOF SPAN 28'- USE 7 NAILS
ROOF SPAN 37- USE 8 NAILS
Table 3.3A Rafter/ceiling Joiet to Top Plate Lateral and Shear
Connection Requirements (I 20mph)
(Prescriptive Alternative to Table 3.3)
Rafter
Wall Height
Number of 8d Common nails
Ceiling Joist
(ft.)
(Toenailed) Required in each
Spacing
Rafter and/or Ceiling Joist
(in.)
# of 16d Common nails
to Top Plate Connection
12
8-10
3
16
8
3
12
10
4
24
8
5
16
10
5
NOTE:
ALL STRAPPING SHALL BE 1%4 X 20 GAGE(SIMPSON
C520 OR EQUAL) AND SHALL HAVE A MINIMUM
BEARING OF 12" ALONG RAFTER/STUD/JOIST
FACE (TYPICAL FOR ALL CONDITIONS)
Table 3.7(Modified) Rafter/Ceiling Joist Heel Connection Requirements
Converted for 32 p5f Roof Snow Load
Roof Span (ft.)
12
20
28
36
Rafter
Rafter
# of 16d Common nails
Slope
Spacing
per Heel Joint Splice
(in.)
12
7
10
13
18
3:12
16
8
13
18
23
24
12
18
26
34
12
5
8
10
13
4:12
16
7
10
13
18
24
8
15
20
26
12
5
7
8
12
5:12
16
5
8
12
15
24
7
12
16
21
12
5
5
7
8
7:12
16
5
7
8
10
w
24
5
8
12
15
M
12
5
5
5
7
9:12
16
5
5
7
8
24
5
7
10
12
12
5
5
5
5
12:12
16
5
5
5
7
24
5
5
7
10
REVISIONS:
W
w
�
�Qy
w
►--a
W
Q
Q
M
Q�
U
w
Z
w
W
Q
0
wH
�
Q
o
� U
w
w
0
N G
v o
•� V
O
v
5 q
M v
0ot�
U,
Lr)U
d I~
N
N
O W
W
U-)
O
0
H
<C
x
9
DRAR'N: JM / MS
SCALE: AS NOTED
JOB #:
Sept 17, 2014
SHEET NUMBER:
A-8