HomeMy WebLinkAbout31625-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32696
THIS CERTIFIES that the building ADDITIONS
Date: 10/25/07
Location of Property: 235 LILAC LA CUTCHOGUE
(HOUSE NO.) (STREET) (HAMLET)
County Tax Nap No. 473889 Section 104 Block 1 Lot 20
Subdivision
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 22, 2005 pursuant to which
Building Permit No. 31625-Z dated NOVEMBER 22, 2005
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 UNHEATED PORCH & DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING
AS APPLIED FOR.
The certificate is issued to RICHARD K FREAKING
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2034141 11/30/06
PLUMBERS
Authorized Signature
Rev. 1/81
Form No. 6 v
TOWN OF SOUTHOLD
BUILDING DEPARTMENT _ -
TOWN HALL
765-18021,
APPLICATION FOR CERTIFICATE OF OCCUPANCY 06 t
This application must be filled in by typewriter or ink and submitted to the Building Department with4.he follow+eg.
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:
L 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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, Conunercial $15.00 � �j
Date. _ (/ o c (% Z 00 T
New Construction:
Location of Property: 235'
House No.
Owner or Owners of Property:
Old or Pre-existing Building: (check one)
Suffolk County Tax Map No 1000, Section t
Subdivision
Permit No. 31(23" b23" Z Date of Permit.
Health Dept Approval:
Planning Board Approval:
Request for Temporary Certificate
ttw 00
Fee Submitted: $ 2 J
clz� � _ 35
co 2. 396
Stree(�..
hPr
`% Y Block
Filed Map.
Applicant:
Underwriters Approval:
e4O
Lot 90
Lot:
Final Certificate: vo� (check one)
VG `
Applicant Signature
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 31625 Z Date NOVEMBER 22, 2005
Permission is hereby granted to:
RICHARD K FREAKING
235 LILAC LANE
CUTCHOGUE,NY 11935
for :
CONSTRUCTION OF AN UNHEATED PORCH AND DECK ADDITION TO AN EXISTING
ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES 29958.
at premises located at
235
LILAC LA
CUTCHOGUE
County Tax Map No. 473889
Section
104 Block 0001
Lot No. 020
pursuant to application dated NOVEMBER 22, 2005 and approved by the
Building Inspector to expire on MAY 22, 2007.
Fee $
150.00
a Authorized Signature
ORIGINAL
Rev. 5/8/02
O
rJ�rJ�cPrJ�c.frJ�rJ�cPrJ�rJ�rJ�r.PcPrJ�rJ�rJ�c1'rJ�rJ�rJ�rPrJ'cJ'rJ@PcPr�rlrJrJ@PrJ�rJ'cPrJ�rJ'AJ�rlr�rJ�r�rJcJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�cPrJ'rJ'rJrJ�rJrJrJcPcPrJ�rJ�
o
5
�o 4/, - - z.d
5
5
BY THIS CERTIFICATE OF COMPLIANCE THE
S
5
NEW YORK BOARD OF FIRE UNDERWRITERS
5
5
BUREAU OF ELECTRICITY
C5
40 FULTON STREET — NEW YORK, NY 10038
5
75
CERTIFIES THAT
Upon the application of upon premises owned by
5
RICHARD K. FRERKING RICHARD FRERKING
�5
C5U
235 LILAC LANE 235 LILAC LANE
5
CUTCHOGUE NY 11935 CUTCHOGUE, NY 11935
5
5
Located at 235 LILAC LANE CUTCHOGUE, NY 11935
5
5
5
Application Number: 2034141 Certificate Number: 2034141
5
5
Block: Lot: Building Permit: -2#958Z BDC: ns11
e5
S
5
Section:
31(x5
5
5
Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of
5
electrical devices and wiring, described below, located in/on the premises at:
S
Basement, First Floor, Outside,
A inspection limited to devices wiring to the extent detailed
S
visual of the premises electrical system, electrical and
herein, was conducted in accordance with the requirements of the applicable code and/or standard
5
5
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5
5
authority having jurisdiction, and found to be in compliance therewith on the 30th Day of November, 2006.
5
5
Name OTY Rate Rating Circuit Tyne
C
5
5
Wiring and Devices
5
Outlet 6 0 Fixture
5
5
Fixture 6 0 Incandescent
5
5
5
Outlet 12 0 General Purpose
Receptacle 7 0 General Purpose
5
�j
Paddle Fan 1 0
55
Switch 7 0 General Purpose
5
Receptacle 2 0 GFC1
5
5
5
S
5
5
5
5
5
sea/
5
1 of 1
5
55
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5
IM
o
s�������rn����������0�1111I:�����11RV2���sss�������s�I2sL�����sLP�
�ttt, Mark K. Schwartz, AIA —Architect, PLLC
N�: • P.O. Box 933 Phone: (631)734 - 4155
q P:
%'•��• Cutehogue, New York 11935 Fax: (631)734-4155
December 02, 2004
Southold Town Building Department
Main Road
Southold, New York 11971
Re: Frerking House
235 Lilac Lane
Cutchogue, New York
Bld Permit # 29958
8
To Whom This May Concern:
The ceiling insulation installed at the aforementioned project is R-30, not R-38 as shown
on plans.
Please call this office if you have any questions or require additional information.
Very truly yours,
Mark Schwartz
Frerking3.doc
FROM : MarkSchwartz,AIA—Architect PHONE NO. 6317344185 Apr. 28 2004 01:48AM P1
Mark K- Schwartz, AIA - Architect, PLLC
AP.O. Finn 93.1 Phone= (631) 734 -4195
CuLohogok New York 11935 Fax: (631) 734 -4195
April 28, 2004
Southold Town Building Department
Main Road
Southold, New York 11971
Re: Frerking House *?
235 Lilac Lane 8
cutchogue, New York -
Bld¢ Permit * 29958
I
To Whom This May Concern
The foundation walls for the aforementioned project were built with concrete block in
lieu of poured concrete as shown on the plam� This change is acceptable and certified as
built
Please call this office if you have any que::5.ons a -,r require additional information.
Very truly yours,
Mark Schwartz
Fredangl.doc
Mark K. Schwartz, AIA —Architect, PLLC
P.O. Box 933
Cutchogue, New York 11935
June 23, 2004
Southold Town Building Department 4
Main Road t
Southold, New York 11471
Re: Frerking House
235 Lilac Lane
Cutchogue, New York
Bldg Permit # 29958
To Whom This May Concern:
Phone: (631) 734 - 4185
Fax: (631) 734 - 4185
The joist hangers have been added to each end of the roof rafters and are nailed into the
ceiling joist 2' x 8' band board. This change is acceptable and certified as built.
Please call this office if you have any questions or require additional information.
Very truly yours,
Mark Schwartz
Frerkingldoc
3I69SZ-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/ STRAPPING] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
so ME )i lel
1 0 t
DATE / 0 r �-3 % INSPECTOR ��
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ NSULATION
[ ] FLAMING [
[ VJ/FIREPLACE & CHIMNEY [
REMARKS:
] FINAL
] FIRE SAFETY INSPECTION
DATE % p INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [FINAL�- E-a4cC
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE / ���� r �� INSPECTOR`S'_
)t
765.1802
BUILDING DEPT.
INSPECTION
[XFOUNATION 1 ST [ ]ROUGH PLBG.
ATION 2ND [ ]INSULATION
NG [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: 7L
DATE INSPECTOR
L-
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] F UNDATION 2ND [ ] INSULATION
[ FRAMING ( ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[;FOUAATION
TION 1ST [ ] ROUGH PLBG.
[ 2ND [ J INSULATION
[ J FRAMING
[ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
DATE l 0 INSPECTOR
r!A ,
765.1802
BUILDING DEPT.
1,WSPECTION
NDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
Examined. oh& '2003
Approved 120 C51
Disapproved a/c
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Kc
PERMIT NO.�
Board of Health
3 sets of Building Plans
Planning Board approval
Survey.
Check
Septic Form
N.Y.S.D.E.C.
Contact:
Mail
Expiration �;{20 .S
it
�n
/Building Inspector
6 93
APPLICATION FOR BUILDING PERMIT %�
-- J Date f p // Ale 2003
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspectioi
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
heV
Name of owner of premises
11,, A
FrPrhin
(As on the tax roll of latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License Is
Other Trade's License
1. Location of land on
13s
House Number
proposed work will be done:
2n LQ46r
Street
Hamlet
County Tax Map No. 1000 Section'Block #01 Lot 020
Subdivision Filed Map No. Lot
(Name)
1S
2. State existing use and occupancy of
-a. Existing use and occupancy _
b. Intended use and occupancy
and occupagcy of proposed construction:
3. Nature of work (check which applicable): New Building Additiony Alteration
Repair _ Removal Demolition Other Work
4. Estimated Cost ,Y e.000 Fee
(Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units Num er of dwell�'ng units on each floor
If garage, number of cars 00t "0
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Y0.77 Rear 10 t 7 Depth 3 (• 3
Height 30 • Number of Stories I s
t �
Dimensiosame structure with alterations or additions: Front W 7 Rear 3 $• S
Depth Vs 3 Height 30,Number of Stories '/2-
8. Dimensions of entire new construction: Front. 3t. Rear � �• S • Depth N
Height W Number of Stories
9. Size of lot: Front 70 t Rear 7o' , Depth
rL r8no
10. Date of Purchase / e b O Name of Former Owner /Ia h 2 I /3 K Uy f
11. Zone or use district in which premises are situated h, R i<11t a'
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO
13. Will lot be re -graded? YES t'NO_Will excess fill be removed from premises? YES_ NO
14. Names of Owner o
Name of Architect
Name of Contractor �uwcab
No. 71f 2018
No
7- Spi-
"V"V 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.
STATE OF NEW YORK)
SS:
COUNTY OF
Ric «M p� / • i it. b t +th
,y being duly swom, deposes and says that (s)he is e applicant
(Name of individual signing contract bove named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
before me
day o
k el
vim
2003.
Signature of Applicant
N82'00'10"E
QI3f W, ❑�2S'
O BRCK
i RW
1. m Pass R NAR
o O O FENCE
k3 0 w 1s!
� FRAME
GARAGE
(�7t'o ) P r1)A6
° L1
LOT 117
I ST
AOD i
S82'00' 10V
I
218.48'
A S'
~ (AIN
14.o'
b C
e
s
t RV! FDECC
218.48'
LOT 118
POSF & NV
FFM;F,
PROP: MW
II
4
G READ
S AREA 15.294 S.F. = 0.351 AC.
ELEVATIONS ARE IN ASSUMED DATUM.
NO SURFACE WATO? FWOENT WITHIN 300 FEET.
PUBLIC WATER AVAILARLE IN LILAC LANE
NO EVIDENCE OF E70S77NG SANITARY ON SITE.
W
�v
V
CERTIFIED TO:
RICHARD K. FRERKY
PAMF_LA FRERKING
FIDELITY U47701VAL 7
1 Or- NEW YORK
n. r.
,64IN1D�[.K SU69AFACk
MEE N07 su 6LL4
] TA
NF IAUf,-oF ]NC SUNYEY.
' a PSA I
PANI: s TW ASG A6W Ar
ANO ID 714 A4i � ME
AIM MAI6FFRAN:F ro AUUIoO/4
ME
mr
FEMC ARE NOT aaLNUEb ro 6U
Imm POM-, mw% PLWIWV
ANT OMER GT6ISIRIMIKVL
JOB NO. F.35.51
MAP NO. 1179
FILED: MAR. 28, 19:
REVISIOAIS.
AUDED TEST HOLE 06/06/20,
REV. PREP. USE. as/06//110000
STAKE FMWa4BEW 0911312
✓/AVER CONST. 10/7J/1001
FVVL 01/SJ/2002 44
SL
L(
1
/VAS;
S!
I
To WN
SUFFOLK C
SCALE.1"--40'
S.C.T.M. D151. 1000
Karo
S
w-
Paa T. Can6lizo,
Good Gro
O
a
i
I
g
p 8
m
W
E
V
t
S
�
I
J
1.
G READ
S AREA 15.294 S.F. = 0.351 AC.
ELEVATIONS ARE IN ASSUMED DATUM.
NO SURFACE WATO? FWOENT WITHIN 300 FEET.
PUBLIC WATER AVAILARLE IN LILAC LANE
NO EVIDENCE OF E70S77NG SANITARY ON SITE.
W
�v
V
CERTIFIED TO:
RICHARD K. FRERKY
PAMF_LA FRERKING
FIDELITY U47701VAL 7
1 Or- NEW YORK
n. r.
,64IN1D�[.K SU69AFACk
MEE N07 su 6LL4
] TA
NF IAUf,-oF ]NC SUNYEY.
' a PSA I
PANI: s TW ASG A6W Ar
ANO ID 714 A4i � ME
AIM MAI6FFRAN:F ro AUUIoO/4
ME
mr
FEMC ARE NOT aaLNUEb ro 6U
Imm POM-, mw% PLWIWV
ANT OMER GT6ISIRIMIKVL
JOB NO. F.35.51
MAP NO. 1179
FILED: MAR. 28, 19:
REVISIOAIS.
AUDED TEST HOLE 06/06/20,
REV. PREP. USE. as/06//110000
STAKE FMWa4BEW 0911312
✓/AVER CONST. 10/7J/1001
FVVL 01/SJ/2002 44
SL
L(
1
/VAS;
S!
I
To WN
SUFFOLK C
SCALE.1"--40'
S.C.T.M. D151. 1000
Karo
S
w-
Paa T. Can6lizo,
Good Gro
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 29958 Z Date DECEMBER 18, 2003
Permission is hereby granted to:
RICHARD K FRERKING
235 LILAC LANE
CUTCHOGUE,NY 11935
for
CONSTRUCTION OF AN UNHEATED PORCH & DECK ADDITION TO AN EXISTING
SINGLE FAMILY DWELLING AS APPLIED FOR
at premises located at 235 LILAC
CUTCHOGUE
County Tax Map No. 473889 Section 104 Block 0001 Lot No. 020
pursuant to application dated DECEMBER 16, 2003 and approved by the
Building Inspector to expire on JUNE 18, 2005.
Fee $
150.00
Authorized Signature
ORIGINAL
Rev. 5/8/02
MND-BORNE.DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
I
N.T.S.
FOR PANEL SPANS:
4 OR WIDER SPAN
23/32' APA SPAN -RATED 48/24 SHEATHING GRADE PLYWOOD
(OVERLAP AROUND OPENINGS 4')
2x4 STRONG -BACKS @ 24' OC
ASSEMBLY:
1). PREASSEMBLE PLYWOOD TO 2a& # 104' (w/ WASHERS) GALVINIZED OR
STAINLESS STEEL WOOD SCREW @ 12' O.C.
2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/
#10x3• (w/ WASHERS) GALVINIZED OR STAINLESS STEEL
WOOD SCREW @ 16' O.C.
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 (W/ WASHERS)
MACHINE BOLT @ 12' O.C.
LTIPLE SECTION ASSEMBLY:
1/4' THICK BOLTS @ 7 OC
FIN 15T FL
0 __!L
_ _
EXI5TIN6 HOUSE
NEW CONSTRUCTION
NORTH ELEVAT I ON
4" MIN
EASnNG ROOF
ol K Fool FON
W
W E S T ELEVAT I ON
GON5TRUGTION MAY NOT BE ALTERED
FROM THI5 BLUEPRINT WITHOUT
NOTIFYING ARGHITEGT
W/ RAIBEO PANEL FACADE
NEW GON5TR4TION
S O U T H E L E V A T I ON
EPDM ROLL RUBBER ROOFIN6
2" X 10' - Ib" O.G. RR,
3/4' PLYWOOD ROOF DECK
GUTTER NOTCHED INTO RAFTER
BOX CONSTRUCTION FACADE -��
(20 2" X 10" HDR OVER GLAD -
W/ PINE (ARCHED OPN6)
1'-0„
6" X 6" GGA POSTS, GLAD W/
PINE, PAINTED A5 PER
OWNER
V -O" HIGH HANDRAIL5
PV BALLA5TER5
I I
4 i I I
r II
L_ J
1'-O" X 1'-0" GONG PIER
ON 2'-0" X 2'-0" X I'-0"
GONG FTS,
LEDGER BD `V TEG05 -�
\ FLASHING AS REO'D
PITCH 6"
NAIN5COTTIN6 GL6.
COVERED PORCH
5/4" X b" CEDAR DECKING
SOLID BLK6
2" X 10" - 16" O.G.
GGA F.J.
(2) 2" X 10" 61RDER
`4' X 4' GGA POST /
.� TECO POST SUPPORT J
LEDGER BD W/ TEGOr
EPDM RUBBER ROOFING
2" X 10" - 16" O.G. R.R.
3/4" PLYWOOD ROOF DECK
GUTTER NOTCHED INTO RAFTER 7
BOX GONSTRI)GTIOI.I FACADE
R-211NSULATUON
CORAFLEX SIDING 1
2" X 6" - 16" DL. 5TUD5
1/2" PLYWOOD SHEATHING
(2)2' X 6' GGA SILL PLATE
5/8" A. BOLT VO4.
ALUM TERMITE FLA5HIN6
6" P.G. FDN WALL ON
16" X 6' GONG FT'S W
2" X 4" COM KEYWAY
SEGT ION
LEDGER BD W/TEG05
FLASHING AS, REO'D
PITCH b"
R38 INSULATION
FAMILY
1/2" GYP WALL W ON
WALL5 t OL6
DECK TO IST FL
3b" HI6H RAILIN65 FN/
13ALLA9TER5 7
EXI5TIN6
12
1217
EA5TIN6 5LIDIN6 DOOR
EXI5TIN6 15T FL
EXI5TIN6 BASEMENT
EXiSTIN6
12
12 F
EXISTING (3) 2" X 10" HDR
EX19TIN6 15T FL
NEW (3) 2"x 10" HDR
EXISTING BASEMENT
-�--+ (4) R • 7.-1* NEW 6068 SL DR
/ (8) T � 95±
INSULATE
GONG
SLAB
4" GONG SLAB W
6X6 10/10 WWM
5 E G T I ON
EPOM ROLL RUBBER ROOFING
2" X 10" - 16' O.G. R.R.
3/4" PLYWOOD ROOF DECK
CUTTER NOTCHED INTO RAFTER �
BOX CONSTRUCTION FACADE
CANT SOFFIT VENT
R-21 INSULATI ION
GORAFLEX 51DIN6 -\
2" X 6" - 16" O.G. STUDS
1/2' PLYWOOD SHEATHING
4" GONG SLAB W/
FIN 15T FL 6X6 10/10 WHM
2" X 6" GGA SILL PLATE
1/2" A. BOLT W O.G.
ALUM TERMITE FLA5HIN(S
8" HAUNCH
O z
(1f �
CONT VENT
LEDGER BD W/ TEG05
FLASHING AS REO'D
PITCH 6"
t--- -
R-38 INSULATION
FAMILY ROOM
I/2" GYP WALL BD ON
WALLS, d CLS
(5) R m '1.25±
(4) T ♦ 951
5" P.G. FDN WALL ON -/ INSULATE
FIN B5MT FL 16" X 6" GONG Pre W!
-' 9 2" X 4" CONT KEYWAY clow -
SLAB
4" X 4" P05T
I BETWEEN STAIR
L1
� L
\L1
L1
EXISTING
12
12
EXI5TIN6 51-IDIN6 DOOR
55MT STAIR BEYOND
5 E G T I O N
GON5TRUGTION MAY NOT BE ALTERED
FROM THI5 BLUEPRINT WITHOUT
NOTIFrN(5 ARGHITEGT
EXI5TIN6 15T FL
EXI5TIN6 BASEMENT
DATE: II -9-05
NVA
MARK K. SGHWARTZ A I A
ARCHITECT, PLLC REY.
PO. BOX 999
G4JTGH06UE, N.Y. 11935
631 -'154 - 4185
FRAMING NOTE -5 1.
1. Ail framing lumber shall beOde stamped DOUGLAS FIR -
Larch structural grade no. Tor better.
2. All sheathing to be APA rated, exposure I, 5/6" min. thickness.
3 All subflooringto be APA rated, 5TURD-I-FLOOR, exposure I, T $ 6
3/4"min. thickness. All edges of plywoodto be set on solid
blocking GWe and nail all sheets.
4. All headers 6'-O" and over shall be supported with double
uprights, el' -O" and over with triple uprl9ht6All headers shall be
a min. of 24" x 8" or 05 shown on drawing.
5. Solid blocking shall be provided for all plots and floor beams
as per N.Y.5. code or as noted a 8'-O" of min. Provide 2"
s ace For air circulation In roof.
6. Double framing around all openings (SKYLI6HT5, STAIRS ETGJ
or as noted on drawings.
T All flush wood connections shall be fastened with rated
galvanized metal connectors by "TECO" or approved equal.
6. All Plush wood corrections shall be fastened with rated galvanized
metal connectors by "TECO" or approved equal.
9. Nailing schedules shall be as per the N.Y.S. Builds g code as a
minimum. All 2" x 6" surds shalt r'eceNe 5 -IOD nails at slll and
plate. All extortor nails shall be galvanized.
10. Plywood sheathing to be nulled with D D • 4" o.c. exterior
edges and 6 D e 12" O.C. Intermediate.
11. All Interior and exterior finishes, flashing and waterproofing shall
be by Architect.
12. All roof rafters shall be attached to the plate and stud with
galvanized hurricane type connectors by "TECO" or approved
equal. For timber pile foundations, provide hurricane clips at all
perimeter joists to girder connectlon5.
13. All pre- engineered lumber shall be TRUS JOIST MACMILLAN series
Wood -I -Beams and LVL products or equal. All Joists, girders and
headers shall have bearing stiffeners Installed as per manufacturers
recommendations. Web stiffeners shall be required at all load and
bearing points at a minimum. A single 1 3/4" LVL rim plots shall be
required at floor perimeters. Handling, storage and erection of
components shall be, as per manufacturers recommendations.
14. Provide solld blocking For bearing of all, beams and posts.
RESIDENTIAL GENERAL NOTES
I. All work shall be ar, the requirements of N.Y,5.
Building code. When building In other'Wistrlctlons,
variations or ad ustments may be required, verify any such
_requirements wit the local code.
2. These plans to be used in conjunction with the Outline Specs ,
when provided.
3. Assumed Soil Bearing Capacity, 2 tons/5q.ft.
4, concrete to be plain, unrelMorced, 3000 Ib - 2B day test.
5. All footings to rest on virggin, undisturbed soil
6. All lumber to be Hem. Fir No. 2 1;50 P.5.I, unless noted on
pplans
7. LOCATION Lba 2EA2 DEFLECT LIMIT
ist FI 40 LB. 10 LB. L/360
2nd FI (Sleep Area) 30 LB. 10 LB. L/360
Attic (Non Storage) 10 LB. 5 L5. L/3b0
Roof 30 LB, snow 15 LB. L/360
Calling beams may have to bo Increased for storage attics and
rafters Increased for higher snow leads.
8. Electrical work to conform to the National Electric Code, New
York Stats Energy Code, dated March, 1991, and any applicable
local codes.
9. Provide smoke detectors as per code
10. All headers to be (2) 2" x 8' unless noted otherwise.
il. Double floor joists under parallel Partitions
12. Indoor design tome shall be max 72 For heated meas IF used and mil 78"
for cooling, based on table 2-1 In the New York State Energy code
dated March 1 Igg1.
13. All exposed water piling and/or heating ducts IF aped to be Insulated
as er Sec. 7613 of New York State Energy Code dated March I.
Ig91.
14. All construction H to be In accordance with prevailing codes
and standards
6. All windows to be thermal Insulated glass.
Ib. The Architect assumes no respotelbility for the coratructian means,
methods, techniques, sequences, or procedures, or for safety precautions
and programs in connectlon with the work There we no warranties, nm any
merchantlbllity of fitness Fm a specific use expressed of Implied In the use
of these plans.
14. Contractor to verify all dlmenions before starting
construction. Do not scale drawings. Foilow dimensions only.
3 SEASON SUN ROOM AND PORCH ADDITION TO
FRERKING RESIDENCE
235 LILAC
SOUTHOLD, N.Y.
5� 01"T° ID1T51i
SHEET 30F 3
CON5TRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAIL5
TYPICAL RIDGE TO RAFTER STRAPPING
RAFTER
TOP PLATE
WALL STUD
NOTCHED R
TYPICAL RIDGE- BEAM TO RAFTER STRAPPING
RAFTf
TOP PLA
WALL STI
TYPICAL RAFTFIR TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
WOOD JOIST
BLOCKING
WOOD GIRDER
WALL
BOTTOM F
BAT
DOUBLE
JOIST- FRAMING OVER WOOD GIRDER
DOUR JOIST FOR UNDER A BATHTUB
GI
WOOD JOIST
WOOD JO
WALL STUI
BOTTOM PLAT.
SUB FLOOF
DOUBLE JOIS
UJIIVV
Ntbl5 AN 1 CON5TRUCTION
CONNECTOR5
CONNECTION LOCATION:
PART NUMBER:
NOTES:
RIDGE -TO -RAFTERS
LSTA24
APPLY TO EACH PAIR OF RAFTERS
RAFTER -TO -WALL
RT20
APPLY TO EACH RAFTER
RAFTER -TO -PLATE
—
PTI5
APPLY TO EACH RAFTER
(USE WITH SPTH4 CONNECTOR)
_PLATE-TC-WALL_STUD
SPTH4
APPLY TO EACH WALL STUD
2ND, FLOOR WALL -TO -IST, FLOOR WALL
KLFTA OR MST.A36
APPLY TO EACH WALL STUD
HEADER -TO -JACK STUD
L5TAI2
APPLY TO EACH JACK STUD
CRIPPLE STUD -TO -HEADER
RT3 OR RTI
APPLY TO EACH CRIPPLE STUD_
51AEAR WALL HOLDDOWN ANCHOR
A.D55
APPLY TO EACH SIDEWALL END
IST. FLOOR -UNDER -SILL PLATE
MSTA36 OR R516 -R
WRAP UNDER DOUBLE SILL PLATE
,
(USE WITH 3" SQUARE WASHERS)
USE THE FOLLOWING: OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
PROVIDE 1/2" SPACING
BETWEEN THE END 51UD
AND THE 2 OTHER STUDS
FOR ALLOWING
HOLDDOWN INSTALLATION
SIDEWALL
JOIST FRAMING FLUSH WITH GIRDER/1-IEADER
DOUBLE JOIST FOR 1,1014 -BEARING WALLS
CONNECT CORNER STUD
TO TRANSFER SHEAR
FASTEN WITH (2) 16d
COMMON NAILS � 6" O.C.
SHEAR WALL CORNER CONNECTION
2ND, FI
2NI
IS"1'. FLO
ISP FL
IST. FLOOR WALL STUD
IST. FLOOR PLATE
SUBFLOOR
RIM BOARD
DOUBLE SILL PLATE
FOUNDATION WALL
ANCHOR B01_T CONNFCTInN
ANCHOR BOLT CONNECTION
FOUNDATION
SIB' DIA ANCHOR BOLT
SUPPORTING
MAXIMUM SPACING
SILL PLATE TO FOUNDATION
(CRAWL SPACE OR FOOUNDATION)
STORY
72" OC
SILL PLAT E TO FOUNDATION
CRAVNL SPACE OR FOUL ATIO�_
25TORIES
3G"OC
WALL BOTTOM PLATE TO FOUNDATION
SLAB -ON -GRADE
1-2 STORIES
57" OC
1.51, FLOOR TO FOUNDATION CONNECTIONS
USE WITH 3x3 SQUARE WASHERS
(USP L5PS58 OR BPG83)
KING STUDS
CRIPPLE STUD
HEADER
JACK STUDS
)NNECTIONS
SILL PLA
'LAP JOIN
)ATION W,
TYPICAL HEADER CONNECTION
SILL GASKET
SHIELD
SILL PLATES TO FOUNDATION ANCHORIR
B
GENERAL NOTE&
GUNS I RUCTION NOTES:
Iheb dm u 117,11, wBen III, ,of i1 cnnsllodeu ducmerats Is! Shied to basic rlrsllin
ad and Rental !totals l hey are intended as n enneb ndiml aid, nil a substitute
generally nccepled good bullding practice and compliance WILL current New Yorlt
,Ir handle, codas the General Compeer Is respmrsihle lar providing slmired
rItrudlon doIBy, nod Pmcmk,es In ensure a prafenaIm ally finished, struchima,
,nd and a weathapuof completed fooduct
The General Co ornater is responsble for cartoon (hal ell work and amotherllmn
late current federal, stale, comity and Incel entles, aldanm¢0s and orqulalim s, pito
'no codes are to be lim9ld red ns pad of the sPROIna inial for this building and
Mid be adhered (o even if in v.d.Lae will, IJP plop
olmansluus alien tette precedent over scaled drawings
4) ITS designer has 1101 been engaged for conslrucllun suPervlslue and assumes no
onmensihlety for ceaa[edlnn coordirmlIng with these plans, nor msponsibilily for
nnmelion means, melhads, techniques, s.quenres, or procedures, or far safely,
Pmnmdlans and pmgm
ee In c ... notnn with he work. There are no warranties for a
epadbc use expressed or Implied In rhe use of These plans
.5), Refer to it.. Window end Door colonel. far exlerlor openings
6) The General Contractor ie to ensure that maemuy or pefnbonated fireplaces nmel
or exceeds manufacture's specifications and applicable codes.
7) The Gen oral Contractor Is to consul) WIT, the awl ler for all built-in teems
such as bookcases, shelving, pantry, closets, flims, Plc
B6 WbW land requlrevrerals shall be Inkan Irita ncccunl dating conslrucllun.
FOUNDATION NOTES:
IT The
Gainful Container arid Masan to review plans, ST..lons, details inn nalel6 to
determine Intended hAOhts of Itished Sunt (s) above Typical grade.
2) All Iaollogs to rest an undislmdod )virgin) Boll.
3) Provide ill" expanslon Inial marl between ramie,, slobs and aduillog
concrete or masonry walls occuring in exterior or unhealed Inlerlor areas
of Any a ew emanatewells hero, aancient 1. md,leg cnncmlr tuaha shill
be Installed will, IN re -bar, 16" long at 12" o.c.. Use approved epoxy for InslaItalian
5) 1-1 Bahamian note, nil slabs nn green to be 2500 R S I, Cnncrrfe In be
Poured 014 Inch lldrk sand ler gravel all with 6x6 wire mesh noularcing Interior BrJaR
to be 11 Ir Imum 3-1121nch neck
6) spaces Cmwl 1d be p, -sided bill' a mml11wm 18"x24' access opening. Install ane
av 6inn b on fueedelluo veal lar every 160 of R of mea
TI nempanof exterior Of foundation will bilumanaus 1.Batdean, per rnlaan R406Ill
OY S Residential Cnna(mdlnn Cade A pull polyethylene titin shall be applied ever
tell
gcodeportion 1 x1
Pf
fills prior In
harldl
l,
9
d
D"I"N' r Pas Per Ion R105 al N.Y
- P .5 Resldenlaal Can doctor Code
FRAMING NOTES
I ) All borehole lerholi s and conular, ao prescdpllve deslgi of 1P05 SBC HIOh All
911111011 Wood Fran log Clmslrarllon Manual.
?I_ Unless Tel erwase nosed, all framing and spectral woad material to be ill a• BTR
Floors, walls, cellings Ind rafters In be spaced Ill 15 If toll vs o c. unless noted
Unless olherwle, noted , all bearing wall headers In be (2) 2x101121 BTR Doug Fir
auto wall headers to have (2)Jack studs and (2) full length studs on mall 5ISO of All
brings LVL Families to have (3) lack studs and (2) full Iermlh and. on arch side o4
i dreg, Rearing wall window alter shill also hive (2) WI Wow sill plate, for 2x4 wool
meds Intense 41 and WIT and 2x6 wall drainage between 5'11 and 8'g Provide litre
1 b1ochin0 where applicable.
All flushb Yeabl endem to he Indalled well, heavy duly g. vinized hungers and
'.hors where applicable to all connecting )oasts
Dan abir tip fire, Iolsle ander ..If, the run Longer In flee tear Inlet mW under ballNub;:
ars In have commie lite hedulled shall be varPed for proper load capacity unless Plain,
7) F9ov10r b1mellinglbridging In BoerJoled, .1 810 a c.. Use solid blocking In Boor Ioisrs
Provide Insulation Ii It Save vents belveen rafters Install draft finding as
9) Urines ollomwise mated, all mals and walls to have a ndnimum P2 --hick. 4 ply Fir
COX exterior sherable rade wood
9g plywood. to cover over ,toles an !d leaden;.
10) Unless dhniwase noted use 314" Thick TBG PTS Fir ar Adveedndr plywood suhOnor
adhered will) PL400 adhesive and arrowed to floor joists. Finished [fact to be hate ledl
over., lloor a5 per mina cinre'. IlsWabace,
11) All bollamm vmlle In Java 112" IMdI m.l"I'm 1111slnnl sheelnd< GI,Rgu walls Brad
!Plugs and Over Jerome In have SIB" Ihirk type -x shnn(reak. All other pads of building
to have ugolar 12'sleeleck. All wells to be (aped and Topped
12) All roof with a Bull less Ilan L12 slrell be Inslolletl with ash Ice 6 Water Leader or
olmmved equal Flat rails all be applied will' a Flberglaa base Bleed with en EPDM
Imrh down Type maderlol ever.
Of All sill Folve nod wood In contact Will condoner In he pressure treated, Sal pole TO
be realled will, a roam all gaskel and con-rvtas among. ehlnlf ler Bonrnved rarwl
WIND FRAMING NOTES
I -114"x 20 go"pe slurp Onto be Intechnd to Peal' pair of radial, In aeeerdallre le full, 14
Whin a collar ria Is used in leu are ridge slop, rhe aboulber of IOd Common mill^, eruared
In each and of Ill. collar Ile need not exceed Ibe lobulated number of Bd nails In Ilia strap.
2) RAF ER 10 WALL Al rMRLY
I-ohnel framirm read them wall aremollons for refor, !rant 9 or buss In lap pialo, at pit h. In
Occur deuce to Intel.3 3 Waren a rifle, or laves do not full In ovq Ione will, sleds helpotters
trusses shell Be urlached to Ilia wag lop plan end the wag lop plate sl rill be ennobled to
the In Ilia on sled with briefconnedlons Roofs mverb ... In, the rake rare of Ib. building
shall be connected wl11,1Phill connections In accordance well; table 3.3c
3) WALL-TO-WALL ASSEMBLY
Wall s[,,do abovr and sleds bnlnw a Ilnar Ieve1 shall be ath lu with uptat cmnmrlinw In
rrmrrinnre with table 33h. When wall studs abovr do nil tall N Iter. with studs heInw, Are
studs shell in oll0hed to a comment member In the floor assembly with upllll connectors In
accmilmon will, [.his 3 3
4) WALLASSEMIBLYTOrOUNDAIION.
First wall apple Amit be dernedad In the laundnlinn, all plate, to Prime Plan wall apart
rnnnrdm, End suapa shall hove o all .oBonn embedment Ill, ed", In !Amimia
pendulum anal iln,-on-grade, 151nchre In masonry Mork heralsom's, or all under
tire ,Into Bolt nBlind in accordance with table 3 36 It,,,, steel soups sae lipped corder line
hoi.,n plate. A Inch square washes slrell be used vdrh the anchor bolls Anchor boll
spocmg Is to be spaced and sized Ira coodu nee to able 3 20 lu addfier In Drove,,
snclell bolls are to be spaced between 6-12 Inches flan, the Pad of a sill plate and all
T) LIE I EXl ERIOR SHEARWALL CONNECTIONS
n, I extoller shear walls wish 0 minimum Of 7115 bath wood slualle
duml panel , exterior
orhed with led repot nolle of 6" O.c. at the par Pl edges mad 12" P c In [lie field, and
Inch gypsum wallboard ma the Interior auaebvd with 5d cooler halls .1 7" u _ at panel
les and 10" 0 c In the Feld shall be In locamdone. with the ler,glh reguiremenie specified
able 3.15a -le
TYPE II EXTERIOR GI IEARWALL CONNECTIONS
re It exlerlor sharrevells shoal swell it,. requlremenls of table 3 15o -b bates the appupdale
Bob adjurlmenr Tactors In table 316
INTERIOR SI IEARWALL CONNECTIONS'
Avnble sadewna lengths provided In laid.3 1 d shall be pemdeld to he incrca,nd when
•der shvm wallo me used. Shealhing and connedboms shall be Iu accoMm,ce with
4 2 and 2 2 4 respectively.
CONNECTIONS AROUND EXTERIOR WALL OPENINGS
a rr antlln, gain!! comeartlans shall be repaired with uplift can„naffer, in aarmdnnre
, [able 3.5 Widow slit plates shall be have deal conncdors Ila accordance will, table
W CATHEDRAL CEILING ASSEMBLY
Where a ddrlr Is to be 'Tend as a sb„rlural beam. Iha refers shell either he easiest ail
mecllea ed on lop at lila beam of slope counselors t ilnll be olmcbed to eocM1 !Aller -lo -ridge
+Ing the nPnn selling pall or flee I hung Connecbo„s la 1pl rbx v 1.11 well slrell be be
olood ee walla Ilea above regrllmrrrenls.
DECK AND COVERED PORCH NOTES:
Il lint eomenvlse notetl, all bs,nlnp nra(er sal to be ttl ACO p,aseure l,ealeJ taunter
111 lnsleners flan ars.
led anchors fu be alvl d
FI 1 xeJ or sl I I
al e6661
g eel
e) Girders lard . Joints to be (2) 2. Ito brand In each post relp washers coed out,
Aiders on c.ncrele piers shell be a tial wbh p oyer deal ranneclors Widenedle
do mea will, a minbnum 112 dIS x 7” long marten! bolt with washon n. d cauls
1) Penn sup,ndnll!ll"Ime still be mato nd to a 12"x 12"x12" Ihirk dancing fndmg.
I'S a ndninnnn 112” of. x T" Ion. anchor boll with warfare and TO Ftecua, Shall
m 4 K. below ruble
I Derk Joists to Time bleeir g of SO o c..
). A mbdmme, Of 10 it flnehing sl roll be Incialled betwnvn Tit, huilding and ledger
edger In ten Inslar ed to building wills 112" dao bolls wish washers and nuts
Concrete Piers 81,211 be a ant Paler 6" above grade
NI Inl^,Is to be supparled will, hungers aid anchos, Each Joist shall also be reelected
B) Covered Roofs clroll be assembled sad onchmed Ihe_smal nenrmr as a typical buildinr
PLUMBING NOTES
HAll wnl er tali drainage and venting to be installed as per N Y S Residential
Carefu In Code
2). Verify septic system with [he Engineer for Sufell County Health Department approval.
3) If wall It' all, pla[es el ].lots rare all net it !,,a helelabou for nay plumbing relnled wont,
Imvide ofia,ulr. hrmle, and plebs to patrol end arrcure to, Ibur,", Vedfywalhlha
stale code and m re fadum's avers mendallon for maxlloum lel are. and spacing panel[(.
HVAC SYSTEM NOTES
I klechm,in -
subcontractor tis responsible lir ad e
1 h min to Oita Ilcolec
P I odes and sale)
I IVAC. arrb nnbnclor Is to fully analogues cit system data and requiremene with Ilia
I IVAC subc.... andor IS proved, Nal svoice layout dmvrang and mr, it 11 to Ibe General
p romm and owner for fatal review coed approval
ELECTRICAL NOTES:
All dedrhol to be feel as per N, Y S Resldardlal Consoodethe red,,-
All
edeAll eIRLPICal walk shall be appealed by a qualified Underwriter.
ball) Smoke deeedms Ond Coolant, Boosted. detectors Ihmughted as per soldier P317
N Y S, ReslJenlial Conslmetirrn Coda
NAILING SCHEDULE
.JOINT DESCRIP1 ION
_ _
NAIL
OIY
NAL
SPACING
N01 ES
RAPIER IO
___
q''AL1 3gd CO'IMON
11;MALL' I -ad OOMMDN
F_ACH
RAFTER
JOE -NAIL
NAIL
CEILING.IOIST
- TO TOP PLATE
-16-
❑'WALL 3-0d COMMON
10'WALL 4-nd_COMMON
EACH
0113T
JOE-14AIL
CEII_IPo JOIST
PARALLEL GAPER
AS PER TABLF 3.T
WFCM-_SBC__
_APe
_
E--
LAP
FAr,E
NAIL
CEILING
CEILING JOISil
OVER PARTITION
AS PER TABIF37
WFCM-SBC___
_
EACH
LAP
FACE
COLLAR TIE
10 RAFTER
AS PER TABLE 3A
_WFCRI-SBC__
__NAIL
FACE
ENO
FACE
2 - fid COMMON
2-161 COMMON
HLUCI(ING
TO RAFTER_
EACH
ENO
ENDFAC
_NAIL
IDE
NAIL
NAIL
10 RAF IER
". 10RAFIER -
JOINT DESCRIPTION
NNL
NAIL
NOTES
4' PERIMETER EDGE ZONE
Gia
SPACIPIG
PER
FACE NAIL
TDP ALAI G TO
TUP PLATE
2- 1611 COMMON
_
END
FOOT
SEE NOTE I
_
A - iFd COMMON
TOP PLATES AT
•IDIIJfS
FACE
INI1 SECTIONS
—
ILIE IINL
EA SIDE
I4AIL_
STUDTO
2-1611 COMMON
_
24
FACE
_ STUD_
ATTICS w/o STORAGE
RE
NAIL
HEADER 10
HEADER
1Ed COMMON
IF"OC.
FADE
_PANELS_
—
ALONG EDGES
NAIL
_ _
TOP OR BO!TOM
2- 1611 COMM0IJ
PER 2x4 STOP
ENO
__PLAIEIOSTUD_3-
16d COMMON
PER 2x6 S I UD
NAIL
6011 OM PLAT F TO
FLOOR JOIST, BAND JOIST, 2- Ifid COMMON PER FACE NAIL
EPIC JOIST OR BLACKING FOO r SEE NOTE1,:
FLOOR FRAMING:
JOINT UESCRIPI ION NAIL NAIL NOTES
CITY. SPACIIJG
,101ST IO
SILL, TOP PLATE OR GIRDER
_
4 -pd COMMON
I'FP•
JOE
T r -r I co r r-.
SEE GENERAL NOTE PAGE
,10151_
NAIL_
2 -fid COMMON
BRIDGING
EACH
__
'OE
_TO JOIST
FIRE PROTECTION
ENO
(51-IOKE a CO2 DETEOTORS)
BLOCKING
2 -fid COMMON
EACH
_NAIL
10F
_IO JOIST_
_-_ RE6GH�CK 35 RE �-AfiE
END_IJAIL
BLOUKING IU
SILL UR TOP PLATE
3-IfiJ COMMON
EACH
IOF
BLDCI<
NAZI.
--
3-Itill COMMON
LEDGER slRlr,
FAIJI
rAlE—
IO BEAM
RASI
NAIL
_
JOTS T ON I EDGER
IO BEAM
3-Bd COMMON
!Eh
IDE
4' PERIMETER EDGE ZONE
JOIST
NAIL
JOB
DNJ JOIST1
G JOS
I_ T
3-16d COMMON
GYPSUM
WALLBOARD
END
— _
PRESCRIPTIVE AS PER N.Y,S. RESIDENTIAL CONSTRUCTION
,1PER
NAIL
BAUD JUISrTO
SILL Of lop PLATE
2-Ifid COMMON
PER
—
ILIE IINL
ALL SHEATHING:
EXT. BALCONIES
FOOT
-F-E NO rE_I
ROOF SHEA 1-1-111
NOTES
vG,
ATTICS w/o STORAGE
SPACING
.JOIN T DESCRIP I ION
'I RLIC IDEAL
___
Rd COM61ON
_
AS
AS PER TABLE 39
ROOF (GROUND SNOW LOAD)
_PANELS_
—
OIIY
SPACIIJG NOI
ES
_--
6d COMMON
SIrIUCTURAL PANEL
ad
AS PER TABLE 3 a
40
6"OC FIELD
_
GYPSUM
WFCM - SBC
7" O C EDGE
CEI'r_ING SHEATHING -
_
SEE CONSTRUCTION ANDWINP, PATH CONNECTION
LVOC FIELD
ITT DESCRIPTION
NAIL
NAIL
NOT
4' PERIMETER EDGE ZONE
Rd COMN1014 @ 6" O.0
OIY
SPACING
ES
TOTAL 50. FT. OF CONSTRUCTION
GYPSUM
WALLBOARD
511 COOLERS
]' D C. EDRE
PRESCRIPTIVE AS PER N.Y,S. RESIDENTIAL CONSTRUCTION
CODE AND
WIN`R
DECAY pE51GN
16"O,C.FIELD
FRAMING ELEMENTS
AS PER FLOOR PLANE C 05 SECTION AND GE14ERAL
NOTES
ALL SHEATHING:
EXT. BALCONIES
J T 0 E S 0 R IPTION
NAIL
_
NAIL
NOTES
_ _ __
ATTICS w/o STORAGE
SPACING
DESIGN LOAD CALCULATIONS
'I RLIC IDEAL
___
Rd COM61ON
_
AS
AS PER TABLE 39
ROOF (GROUND SNOW LOAD)
_PANELS_
—
WFCM-sec
40
Awl CAR
_--
6d COMMON
TOC. EDGE
--
^LVWDOD
40
6"OC FIELD
GAURDRAILS (ANT DIRECTION)
GYPSUM
SJ COOLERS
7" O C EDGE
dVALLROARD
_
SEE CONSTRUCTION ANDWINP, PATH CONNECTION
LVOC FIELD
(ROOF - FOUNDATION)
-r", iS L"{-
l i -1 I' _ it
T r -r I co r r-.
SEE GENERAL NOTE PAGE
AOINIDESCRIPTION ...L NAIU
_-TY
SPACING
ROCTURAL PANELS ad COMMC' �'^ O O. CUFF
1"OR LESS 12" O C DELL
TI PER N01 ES ARE ONLY TO RE REFERRED TO IF
MENTIONED IN SCHEDULE NOTES ONLY
R Gotten requarearrin are tested nn wd1 sheatldnrT
Ii 5" an -cent" at Thr "enol mlgn II will sheall e,
Is name 3"-11aantoret Ilia Isn't edge to able,, Mahar
share cnlocllls, 11-,11119 requnr„enls for slmdurnl
mmnh le shell he landlord, or all ccoM,pe
such as shorn plate shall be used to maaeraln load path
2) When wall sheath .... „ca lr mous over wine....
r,bW
ers,e bbulolarl ,anlbe, of malls shall be pen..
land
tn
o be reduced lot-16011all per fool
PI AN r_nNTI=nITr,.
OCCUPANCT CLASSIFICATION
3 ESIDENTIAL
NNL SPACING AT INT EP,MEOIATE
SUPPORTS IN TI BE PANEL FIELD
BUILDING USE
4' PERIMETER EDGE ZONE
Rd COMN1014 @ 6" O.0
BUILDING HEIGHT
SEE NOTES. 1,3
INTERIOR 20NE
GABLE E
GABLE ENOWALL RAKE AND RAKE TRUSS
TOTAL 50. FT. OF CONSTRUCTION
SPEED
SEISMIC
DESIGN
DESIGN CRITERIA
PRESCRIPTIVE AS PER N.Y,S. RESIDENTIAL CONSTRUCTION
CODE AND
WIN`R
DECAY pE51GN
1995 SOO Hh;H WIND EDITION WOOD FRAME CONS UCTION MANUAL
FRAMING ELEMENTS
AS PER FLOOR PLANE C 05 SECTION AND GE14ERAL
NOTES
CATEGORY
EXT. BALCONIES
60
DECKS
40
HAZARDS
ATTICS w/o STORAGE
10
DESIGN LOAD CALCULATIONS
ATTICS w/ STORAGE
20
(LIVE LOADS PSFJ
ROOF (GROUND SNOW LOAD)
45
ROOMS (OTHER THAN SLEEPING)
40
ROOMS BLEEPING)
30
1 U I IEAVY
STAIRS
40
GAURDRAILS (ANT DIRECTION)
2CO
EXPOSURE CATAGORT
LOAD PATH
_
SEE CONSTRUCTION ANDWINP, PATH CONNECTION
(ROOF - FOUNDATION)
DETAIL PAG -E$ GENERAL NOTE PAGE
NAILING SCHEDULE
SEE GENERAL NOTE PAGE
EG E56
SEE FLOOR PLANS AND WINDOW SCHEDULE
PLUMBING R15ER DIAGRAM
FIRE PROTECTION
(51-IOKE a CO2 DETEOTORS)
SEE FLOOR FLANS
TRU55 DESIGN
NIA - STANDARD STICK FRAME CO 6TRUOTION
EIIERGY CALCULATIONS
_-_ RE6GH�CK 35 RE �-AfiE
LMNIRIVAINIIWOR104m rL45FAIIINLIr"AIM424MrirL&WWii W:71i1
GROUND
WIN,
NNL SPACING AT INT EP,MEOIATE
SUPPORTS IN TI BE PANEL FIELD
.-.
NOTES
4' PERIMETER EDGE ZONE
Rd COMN1014 @ 6" O.0
Bid COMMON @ B" O.C.
SEE NOTES. 1,3
INTERIOR 20NE
GABLE E
GABLE ENOWALL RAKE AND RAKE TRUSS
51JOW
IIIb
SPEED
SEISMIC
DESIGN
WEATHERING
FROST
LINE
TERMITE
WIN`R
DECAY pE51GN
ICESfIIELp•
FLOOD
LOAD
(MPH)
CATEGORY
Ed COMMON @ 6" O C.
DEPTH
TEMP.
GEL'
REDUIREO
HAZARDS
45LB5.
20
B
,EVE RE
4 FT.
ii -RA7E
SLIT THT TO
11
1 U I IEAVY
MODERATE
1 DONE
ROOF SHFATHINil, RFnl uRGnn11C1.1T0 Cnu 1AIINIfl I
SHEATHING LOCATION
NAIL SPACIIJG
AT PANEL EOGE_5
NNL SPACING AT INT EP,MEOIATE
SUPPORTS IN TI BE PANEL FIELD
.-.
NOTES
4' PERIMETER EDGE ZONE
Rd COMN1014 @ 6" O.0
Bid COMMON @ B" O.C.
SEE NOTES. 1,3
INTERIOR 20NE
GABLE E
GABLE ENOWALL RAKE AND RAKE TRUSS
Bd COMMON @ 6^ O C
_
Bd Go JUDD @ 4" DG
Bit COMMON @ 12^ O C
_
SEE NOTES 1 (ROTI FIELDS)
NOTE 2 FOR PANEL FIELD
_
ed COMMON @ 4" O C
SEE NOTES 1,3
IP1t1Lw
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
1) Far roof silealhing when 4 feel of Ilia perimeter edge of the roof, Inducting 4 feel on each slue of file roof peak,
Ile.4 fool, attract., edge zone duabor eme required shall be used
2) Tnhub9ed 12 bath o c pall sparing assumes shaalbb,g Mt a:llyd In railer/ Imes homing members win, G>049.
Fpr forme, members wdh �U 421G-DA9, lire neral spacing shall he reduced to 5 Joel .0
3) Tabnlaterl 4 inch a I. nail spacing assumes shenlhl, In rafter I all heel... members with 0>0 49. Por
framing members with 042�13<049, the Rall spacing shall be'ad ... d to 3Inches o c
WALL SHFATHINC; RICCIII IIRFn4FNTc CnFD 1An N1n 1 nAnD.
kll 7 :&
TI IEEE NOTES ARE ONLY TD BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
1) For wall shealheng within 4 feel of the corners, the 4 fool edge zone attachment requlremenls shall
be used.
2) TrrIM ed 12 mch no poll Bpac,eq assumes sheall an 19 aimed led to stud framing members with
G>B49 For framing members with 0.42<Gs, Ilea nail spacings shall be reduced In 6lnchen a c
3) For Bolen., pone) siding, gulvirlded box Palls shall be pemdaed to be substituted far Comn1-n nails
NAIL SPACING
_NTE
v
51 IEATI IING LOCATION
NAIL SPACING AT IRMEDIAIE
AT PANEL EUGEB�
SUPPORTS IN THE PANEL FIELD
NOTES
4' EDGE ZONE
Bit COMMON @ W G,C.
Bd COMMON @ 12" O C
SEE NOTES: I, 3 (BrJTI l FIELOSJ
NOTE: 2 FOR PANEL F ELD
SE E NOTE.3
NTE RORZO NE
Ed COMMON @ 6" O C.
Bd f
CO dhfON til 12" O.C.
L
kll 7 :&
TI IEEE NOTES ARE ONLY TD BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
1) For wall shealheng within 4 feel of the corners, the 4 fool edge zone attachment requlremenls shall
be used.
2) TrrIM ed 12 mch no poll Bpac,eq assumes sheall an 19 aimed led to stud framing members with
G>B49 For framing members with 0.42<Gs, Ilea nail spacings shall be reduced In 6lnchen a c
3) For Bolen., pone) siding, gulvirlded box Palls shall be pemdaed to be substituted far Comn1-n nails
6
pIN 15T FL
NEW GON57RUGTION
NORTH ELEVAT I ON
4" MIN
A E 5 T E L E VAT I ON
GON5TRUGTION MAY NOT BE ALTERED
FROM THIS BLUEPRINT WITHOUT
NOTIFYING ARGHITEGT
NEW GON5TRUGTION
SOUTH ELEVAT ION
a7
FRAMING NOTES
I All framing lumber shall be grade stamped DOUGLAS FIR -
Larch structural grade no. 2 or better
2. All sheathing to be APA rated, exposure I, 5/6" min. th4knc55.
3. All 5ubflooringto be APA rated, STURD-I-FLOOR, exposure I, T z 6
` 3/4"min. thickness. All edges of plywoodto be set on solid
blocking. 61ue and nail all sheets.
4 All headers 6-0" and over shall be supported with double
uprights, 9'-O" and over with triple uprights All headers shall be
a min. of 2-2" x 8" or as shown on drawing.
5 Solid blocking shall be provided for all Joists and floor beams
as per N.Y.5. code or as noted 6 8'-O" o.c min. Provide 2"
5 ace for air circulation in roof.
b. Double framing around ail openings (5KYLIOHT5, STAIRS ETC)
or as noted on drawings
7. All flush wood connections shall be fastened with rated
galvanized metal connectors by "TEGO" or approved equal.
8. All flush wood connections shall be fastened with rated galvanized
metal connectors by "TECO" or approved equal.
9 Nailing ached i55 shall be as per the N.Y.5. Building Code as a
minimum. All 2" x 6" studs shall receive 5 -IOD malls at 5111 and
plate All exterior nails shall be galvanized.
10. Plywood sheathing to be nalled with 8 D 6 4" oc. exterior
edges and 6 D 6 12" o.c. Intermediate.
II All Interior and exterior I'll flashing and waterproofing shall
be by Architect. '
EX1571NC, i2 EXISTING i2 12 All roof rafters shall be attached to the plate and stud with
galvanized hurricane type connectors by "TECO" or approved
equal For timber elle foundations, provide hurricane clips at all
12 12 perimeter Joists to girder connections.
13 All pre- engineered lumber shall be TRIS J0157 MACMILLAN series
Wood -I -Beams and LVL products or equal. All Joists, girders and
headers shall have bearing stiffeners Installed as per manufacturers
Web eb stiffeners shall be required at all load and
bearing paints at a minimum. A single 1 3/4" LVL rim Joists shall be
required at floor perimeters. Handling, storage and erection of
components shall be as per manufacturers recommendations.
14 Provide solid blocking for bearing of all beams and posts.
30 YR ROOF 5HIN6LE5
LEDGER BD W/ TECO5 30# BUIL0I1,16 PAPER LEDGER BD W/ TEC05 RESIDENTIAL GENERAL NOTES
1/2" PLYWOOD DECK
2" x 10" - 16" DE R.R. I. All work shall be as the requirements of N.Y.S.
30 YR ROOF 5HIN6LE5 FLA5HIN6 AS REVD STEP FLASHING FLA5HIN6 A5 REQ'D Building Code. Wien building In other Jurlstrlctlons,
30# BALDING PAPER ALUM FLA5HIN6 variations or adjustments may ba required, verify any such
ments
PLYWOOD DECK 12
2" X 12" CAP 12 requirewit the local code.
2' X 10" - 16" OCRR. 4O 2" X 6" PLATE 4� 2 These plans to be used In conjunction with the Outline Specs
H0 t 6 BALUSTRADE DRIP GAP when provided.
SYSTEM 30" HIGH3. Assumed Soil Bearing Capaclty: 2 t0n5/5q.ft.
PROVIDE ADEQUATE VEII 4. Concrete to be Iain, unreinforced, 3000 Ib - 28 da test.
COLUMN FACADE IN ROOF AND THRU EACHH BAY
AY iOF p y
2" " 6" STUDS RAFTERS 5. All footings to rest on it Virgin, undisturbed soil.
COLUMN BEYOND � R-36 INSULATION EXI5TIN6 SLIDIN6 DOOR FINN PL AS PER
b. plll lansmbcr to t» Hem. Fir No 2 1150 P.5.1. unless noted on
FAMILY ROOM FINISH AS PER R-38 INSULATION
SOLID BLOCKING ry OWNER ry 7 I Ivr [DEAD DEFLECT LIMIT
PROVIDE ADEQUATE VENTILATION GUTTER BEYOND 1/2" GYP WALL BO ON 1(3 1st FI 40 LB. 10 LB Li360
CONT GUTTER IN ROOF AND THRU EACH BAY OF EX15TINO 157 FL R -I9 INSULATION WALLS E CL6 EXISTING 15T FL 2nd FI (Sleep Area) 30 LB. 10 LB. L/360
RAFTERS GORAFLEX SIDING FAMILY ROOM Attic (Non Storage) 10 LB, 5 LB. L/360
(2):21, X 10" HDR 1 (5) R 6"7.255 2" X 6" - 161, O.G. STUDS Roof 30 LB, snow 15 LB. L/360
CONTINUOUS 1(4) T 6 9.5t I/2" OSB SHEATHING DECK To 1ST FL Gelling beams may have to be Increased for storage attics and
6068 5L DR FIN IST FL_3'-0"HHS�� ILIN65 W FIN 15T FL rafters Increased for higher snow loads.
— 8. Electrical work to conform to the National Electric Code, New
2" X 6" GGA 51LL PLATE York State Energy Code, dated March, 1991, and any appllcable
_ 1/2" A. BOLT 4' 06 local codes.
4" GONG SLAB W/ ALUM TERMITE FLASHING NEW (3) 2" X 10" HDR 9. Provide smoke detectors as per code
6X6 10/10 WWM m io 10. All headers to be (2) 2" x 8" unless noted otherwlse.
II. Double floor Joists under parallel partitions
12. Indoor design temp. shall be max 12' for heated areas If used and min 78'
4" X 4" POST for cooling, based on table 2-1 In the New York State Energy Code
8 L " HAUNCH EXISTIN6 BA5EMENT W HAUNCH EXI5TIN6 BA5EMENT dated March 11991.
Q z \ BETWEEN STAIR Q z 13 All exposed water piping and/or heating ducts If used to be Insulated
m S L v m I a as per Sec. 7813 of New York State Energy Code dated March 1.
\ L NEW 6066 5L OR 1991.
-� ,p (4) R 6 1.7t `Q 14 All construction Is to be In accordance with prevailing codes
(8) T 6 9.5t N and standards
L 15. All windows to be thermal Insulated glass.
8" P.G. FDO WALL ON L 8" P.G PDN WALL ON INSULATE FIN B5MT FL Ib The Architect assumes no res on5I I11t for the construction means,
X 8" GONG FT6 W/ INSULATE FIN BSMT FL _� 16" X " GONG EY W/ GONG — —� p y
I6 SONG 2" X 4" CONT KEYWAY methods, techniques, sequences, or procedures, or for safety precautions
2' X 4" CONT KEYWAY" SLAB SLAB and prog9ram5 In connection with the work. There are no warranties, nor any
merchontlb111ty of fitness for a specific use expressed of Implied In the use
B5MT STAIR BEYOND 4" GONG SLAB W/ of these plans.
6x6 10/10 WWM 14. Contractor to verify all dlmenlone before starting
SEG T 1 O N A construction. Do not scale drawings, Follow dimensions only.
S E G T 1 O N
GONSTRUGTION MAY NOT BE ALTERED
FROM THIS BLUEPRINT WITHOUT
NOTIFYING ARCHITECT
CONSTRUCTION DETAILS d WIND LOAD PATH CONNECTION DETAILS
ric w RIDGE TO RAFTER. STRAPPING
WOOD JOIS7
BLOCKING
WOOD GIRDER
WALL
(BOTTOM. F
SAI
DOUBLE'
NOTCHED R
TYPICAL RIDGE BEAM TO RA'F7ER STRAPPING
RAFT
TOP ,PLATE
i
WALL STUD
ALTaRNATIVE 40A=Tp WALLBTUT_ p ;Q��t10N
JOIST'FRAMIN(a QVE'R WOOD_GIR"o
DQUBLE JJOIST tOR UNDER A BATH779B
WOOD
GIRDEwHE,
WOOD
WALT
BOTTOM
SUB i
DOUBLE
RAFTER -TO -PLATE
RTI5 I APPLY TO EACH RAFTER
'" � "m m I I APPLY TO EACH—:D
AGH CRIPPLE ST61D
SNE,4R WALL HOLDDOWN ANCHOR ADS5 _ --
APPLY TO EACH SIDEWALL END
IST, FLOOR -UNDER -SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE
�`— - (USE WITH 3" SQUARE Wg6HER5)
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
FOLLOW MANU'FACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACfTY.
PROVIDE 1/2" SPACING -
BETWEEN THE END STUD
AND THE 2 OTHER STUDS
FORALLOWIING
HOLDDOWN INSTALLA1rION
CONNECT CORNER STUD
TO TRANSFER SHEAR
FASTEN WITH (2) 16d
COMMON NAILS s 6" Orr;
EN[
SiEIE.AiR'WALL CORN�CdNNECTiQN
2ND,
R
1ST. FL
IST F
JQIST FRAMING FLUSH WIYH 'IRpVRIH{E^
IST: FLOOR WALL $TUE
IST, FLOOR PLATE
SUBFLQOR
RIM BOARD
I --eymw .IST FOR NON<BE.ARING WALLS
PACE.O FOS SND TI �STDRY 72. CC
T�4 WNDATIgN
O 2 STORIES 36' OC
)M PLATE TO'FOIjNDATION
ON- " E - I 1-2'STORIES 57' 0C
USE WITH 3x3'SQUARE WASHERS
(USP LBPS58' OR BP583)
KING STUD14
CRIPPLE STUD
HEADER
JACK STUDS
NNECTI+;Ns
DOUBLE SILL PLATE DBL..SILL PLATE6
(TO OV&RCAF^ """--.
FOUNDATION WALL
FOUNDATI
a a
l�` o
IST_ -FLOOR TO FOUNDATION CONN _TIONS
1'Yi�ICAL HEADER CONMRC710N
SILL GASKET
4
�RMITE SHIELD
NAILING ,pW E
ROnf: Fi?AAA11%,111x-
J01NT pEScruPT10N
NAB'
HAI!
FACE NAIL
NOTES
ad COMMON
OTY.
SPACING
.i30R FRAMINU:
ed
RAFTER TO
6'WIAU.:3prJ C/OFIMON
EACI),
NOTES
TOP PLATE
INWWI�ALLA-ad CbMMON
RAFTER
TOE-NAIL
CEILING401ST
—.-_.T.r...----��
OfLBA(N.1'
EACH
4 - as COMMON
TO TOP PLATE
o WN 44so
To` WNW' Asad CpMRi[,W
JOIST,,
TOE-NA,IL
OElbWOJOISTTO,
PMAµEL RAFTER.
AE�PSR TABLE 3,7 ",'
EACH'
FACE
BRIDGING
JOIST
1fpCMrSBC
LAP
,NAIL
CEILING JOJ6T LAPS
AS PSER�''TABLE 33
EACH
FACE'
OVER pAR71TI0N
WFiJMdSBC
LAP
NAIL
TO
iABL'E3.4
EACH
MC
RAFTER
w:BSG
Z� ad COMMON
--E�Nrb"
'EACH
NAL.R,
7OE
TO RAFITER
3. led COMMON
EACH
SLOCI(
TOE
NAIL -
NAIL
RIM BDARO
TG'RAFTER
2 --Tad 4gNMQN
_"ENO"
EAOH
END
,NAILS.,
JOINT DESORIRTIONPI' N^14. NOTE,,
T6d'COMMON
IOR)DIST, BANQ J016T,
2-16d COMMON
PER
FACE NAIL
IO JOIST OR BLOCKING
ad COMMON
FDOT IS
I
NOTE 1
.i30R FRAMINU:
ed
JpINT OEfiCRIPTION'
NAIL
NAIL
NOTES
CODE AND
—
CITY
SPACING
OR PLANE fA1]6S BECTLON dMb GEA dam^
IF BALGONid6
JOIST TO:
TOP PLATE qR GIRDER
4 - as COMMON
PER
TO
ArTlcGw/o, 6TORARer
.,
DESIGN CATION&
JOIST
NAIL
Live Lc ijDa I-
YLIYE LC41�p6 (a6PJ
BRIDGING
JOIST
2-ed'COMMON
EACH
EACH
TOE
40
,T0
ROOMS LBLEEPMGI -
ENO
NAIL
STAIRS, �
BLOCKING
TO JOIST
Y,ad COMMON
EACH
TOE
O 1' Y
BLOCKING TQ
-,
ENO
NAIL
SILL OR TOP PLATE
3. led COMMON
EACH
SLOCI(
TOE
NAIL -
DETAIL: PAGE 4 AL NOTE PAGE'
-
Lee
3-46d DOMMFIP,I
EA4L1.
- FACE„
AM
'JOIST
_NPIL
JOIST ON LEDGER
'TO BEAM
3 -ad GOMM4N'
FER
TOE
6EE+FLOOR PLANS
19211, Am
PER ENO mw aErarMu, pRQ6T WINT£R IC£6HIELU
'i'OJfN87 3-140 COMMON JOIST NAIL 9MO pR618N WEATHERING LINE TERMRE DECAY 086IGN pNOERLAYM$H
BANp JOISTTO: 'APER TOE N'4IL LpAp IfnPHLr'ANEGpWY' DEPTH TEMP. REQUIRED
SILL DR TOP PLATE 2 19d 60MMON pDOT SEE NOTE:1 4a LBB 176 TB 9HVERE APT. MODERAT� BLIGNTTQ
TO'HEAV ►1bDER#TE 11 NONE
�1 --
R OF SH ATHING REQUIREMENTS'Ft i�' . d -D LOADSt
SHEATHING LOCATION NAIL SPACING NAIL SPADING hTHNTERMEDLATE
1 _ _ A_T'PANEL EDGES UPPbI}TS,IN THE PANEL FIELD _
CEILING SHEAT T 1 PE I EIE*EbGEZONE SdCpMMON OC: eq COMMON 90.4 S
IN7ERIORZONE ad GAMMON 4�6"OO ad GAMMON@12'O,4 BEE NpT
�. GABLE�EN ALLRAKEAND AKE TRUSS ad COMMON p'Sd`O.0 �BdCOMMON-A•O.C, HOTS
WALL SHEATHING- � NOTES
JOINT DE9CRiPTIQN
NAIL
NAIL
G TIPN—'
RESIDENTIAL
ad COMMON
I T
NOTES
STRUCTURAL PANEL
ed
AS PER TgBLE1a'
DE6L¢N CRITERIA
PkE6CRIPTIVE A6; PER N.Y.S. RE5IDENTIAL CONSTRUCTION
CODE AND
—
I>SB aF NI 1k �(yNGT10N'MANUAL
� �; '�DITIOn'LUOdo KRAME O
5d COOLERS
W LEI7OAA�RD 10 0. FIELD'
OR PLANE fA1]6S BECTLON dMb GEA dam^
IF BALGONid6
-
DECKa,
06
.,
40
ArTlcGw/o, 6TORARer
IO '
DESIGN CATION&
ATTICS .1 61ORAGE, .
20
Live Lc ijDa I-
YLIYE LC41�p6 (a6PJ
ROOF (G ROUND SHOW LOAD)
45,-
R'ptyh(6' YOTH(ja NTHAN OWEl
40
-
ROOMS LBLEEPMGI -
3O
STAIRS, �
40
All AILS (ANT' DITiEGNONJ
24 0
O 1' Y
L,OgD PATH
SEE CON$TRQGTION ANDWIND PATH CONNECTION
T
AI
_ NA�LINO BCHEDLLE
DETAIL: PAGE 4 AL NOTE PAGE'
68E CEAERAL NOf A'GE
SEE LOOK PLANE AND WINDa6 6cHPpnlB
PLUMBING RISER DIA*F j
FIRE'PROTEETION
-
YST10Kfi !GOP DETEG ORSJ
6EE+FLOOR PLANS
— Iwm
'N/A BTANDAii,D sTL!•el� FRAME CON6iRUCTIQh
C C IONS
RE6ONE^K 3 & Ry
P.1' IATA
--+--
PER ENO mw aErarMu, pRQ6T WINT£R IC£6HIELU
'i'OJfN87 3-140 COMMON JOIST NAIL 9MO pR618N WEATHERING LINE TERMRE DECAY 086IGN pNOERLAYM$H
BANp JOISTTO: 'APER TOE N'4IL LpAp IfnPHLr'ANEGpWY' DEPTH TEMP. REQUIRED
SILL DR TOP PLATE 2 19d 60MMON pDOT SEE NOTE:1 4a LBB 176 TB 9HVERE APT. MODERAT� BLIGNTTQ
TO'HEAV ►1bDER#TE 11 NONE
�1 --
R OF SH ATHING REQUIREMENTS'Ft i�' . d -D LOADSt
SHEATHING LOCATION NAIL SPACING NAIL SPADING hTHNTERMEDLATE
1 _ _ A_T'PANEL EDGES UPPbI}TS,IN THE PANEL FIELD _
CEILING SHEAT T 1 PE I EIE*EbGEZONE SdCpMMON OC: eq COMMON 90.4 S
IN7ERIORZONE ad GAMMON 4�6"OO ad GAMMON@12'O,4 BEE NpT
�. GABLE�EN ALLRAKEAND AKE TRUSS ad COMMON p'Sd`O.0 �BdCOMMON-A•O.C, HOTS
WALL SHEATHING- � NOTES
JOINT DE9CRiPTIQN
NAIL
NAIL
NOTES
'- STRUCTURAL
ad COMMON
BP�INQ
NOTES
STRUCTURAL PANEL
ed
AS PER TgBLE1a'
7116-068
.PLYVV60D'
fid COMMON
WFCM-$BC
JOINT DF,9CRIPTION NAIL
FNAOTY.NOTE&GYPSUM5dCtlLbWALLBOARDPIERsLD
NAIL
say AGING,
NOTES
'- STRUCTURAL
ad COMMON
AS PER TABLE 4.9
. PANBLe
JOINT DE5f.Y41PO0N
.
NAIL
QTY_
NAIL
say AGING,
NOTES
'- STRUCTURAL
ad COMMON
AS PER TABLE 4.9
. PANBLe
WFCM-Sao
7116-068
.PLYVV60D'
fid COMMON
4"40.E4pE
90.C.F1ELb,
GYPSUM 7`^DO, E E� �—
5d COOLERS
W LEI7OAA�RD 10 0. FIELD'
THESE NOTES ARE ONLY TD BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
iJ. F.p(tppt shoelhmg Whin 4 too' of the perhneler edge Of IhP;raofanduding 41dp1 an edch elde of the rcat peak,
the 4' lopt Poahah ridge Pane eB�Grments rewired Mioll he used
2), Tehplpled J2 [nth u,o, aPdepecing ne.umes eheplhing aSRched to fader JO,,,
freming.memben: wlih Ga0 4s,
Foe heming IAenlaers wllh <0,12<Gca49, ma nea6padnp 4ha9b6 redacad 1o,61hches o c
31. Tabnleled,4Inch. a roil.paeng MumeP.hemhing la raker/Lures frenpng mambeMaplh G>0A9 For
bemlep mdmbeteialh %42<0<a.40, the nail .pdcing shell heJeduced lo'31nOhae an
JOINT DESCRIPTION NAIL NAIL NOTE$
qTY 6FACING
STRucrUlipL PANELS as cQ' s Dc EDGE WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
1 OR LESS MavHAN i2'0,C Forth NAa SP SPACING NA I
- _ SHEATHINGLQGATI4N A(I ACJNG IT INTERMEDIATE NOTES
ATP ANEL EDGEa SUPRONTs•NITNE'PANEL FIELD
THERE NOTES ARE ONLY TO BE' REFERRED 70 IF 4'EQGE ZONE ad COMMON ag 6' O.C, Bd COMMON iP" 0 C. SEE NATES: I, 3 ( BOTH FIEL
MEf4T1DNEp YW SCHEDULE NOTES ONLY NOTE: 2FOR PANEL FELT
IN ZQNE" dC.Ieu-'q 9O.P. ad'COMMON, 12'O.h. SEE NOTE,3
i) MalAny mgahmnenh ambnadjm hv4lHhePlhinyy
nPIMd6'WI-aenlq pt lheiiapel eaDe lfwelf eNiAa14ig, .�' .
IPndLedSeutl.YAldar p1 the p3nphedpe�o gUldh hlLjhv THESE NOTES ARE ONLY -TO BE REFERRED TO1F MENTIQNW IN $CHEOULE NOTES ONLY
Ph61p' aAphGaPe; paNm)(eautrAmanLP far6puelafdl
Ilgm4d'eshallbe dp9W6d, arahormd1496rt0mMrc$ - r
Pt"iffeer PdMelleP MlpH be otedao mdMyaAgdd PPih. - - 1.FoT8$II PA Ilhg Within gfePCollrye eometp,aja.Il(rpt:gdSa zhtroillpobmaUl faquiremenlg''shell
b til
2) VIII wall ph mid"a 141g 9aapla.wernauneutetl
to IDrW A4MIeda 6_ xofmdlYAhiAWgInamed �0!4,b 721R,o)i;&e,nip §Paalpg eemntee slW)IhN)g eKlalip miluU Inflmdmba�wigr-
1n(-16d n6endrl(ha' , A9 ,W1Plrlinn'rwnP9i w1{h a4Re0 me,Rpll append eha�I ntiJ«autgd 10 a Ind,. a,
aR;RorAdA114r wnM',eldGro adNNtA3A be. -WIF *N,# wa ktmllhdl)'" SdddwlIj far cane,on nellt,
NOTES