HomeMy WebLinkAbout30534-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30944 Date: 05/26/05
THIS CERTIFIES that the building ADDITION & ALTERATION
Location of Property: 980 THE GREENWAY EAST MARION
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 30 Block 2 Lot 36
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JULY 26, 2004 pursuant to which
Building Permit No. 30534-Z dated JULY 30, 2004
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, ALTERATION & DECK ADDITION TO EXISTING SINGLE FAMILY DWELLING
AS APPLIED FOR & AS PER CERTIFICATION OF JAMES J. DEERKOSKI, P.E.
The certificate is issued to JOANNE CORDANO
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO_ 2033385 05/19/05
PLUMBERS CERTIFICATION DATED N/A
1
A h iz Sig ture
Rev. 1/81
• Form No.6
TOWN OF SOUTHOLD \ C\
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.
t"
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings anr"�re�existing"'land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual.,' atural or"topographic
features. � j _
2. A properly completed application and consent to inspect signed by the applicant. VfEa� ertificate o�C��pa , 's�
denied, the Building Inspector shall state the reasons therefor in writing to the applica !
._ t
d, i3'.. Gt:rT
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, Commercial$15.00
Date. ??._ 05'�
New Construction: Old or Pre-existing Building: check one
Location of Property: d�y %��� 6744-- JLj,A-`1 ��f}3s -14K.i"04
House No. Street Hamlet
Owner or Owners of Property: 'ba -t �0 ,9-tl�L Q
Suffolk County Tax Map No 1000, Section .3o Block 62— j Lot 3(0
Subdivision 4>c3Z-L 'Ut-Ac+--� I Filed Map. bZ�,b Lot:
Permit No. .D,�3q Date of Permit. 7 3� " _-4 Applicant: C . C.C:GriOc2i)
Health Dept. Approval: p3 1 Pr Underwriters Approval:
Planning Board Approval: ,
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ �
Applica ignature
C:o� 3 �9yy
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. 30534 Z Date JULY 30, 2004
Permission is hereby granted to:
JOANNE CORDANO
162 SOUTHGATE CIRCLE
MASSAPEQUA PARK,NY 11762
for
ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING
AS APPLIED FOR
at premises located at 980 THE GREENWAY EAST MARION
County Tax Map No. 473889 Section 030 Block 0002 Lot No. 036
pursuant to application dated JULY 26, 2004 and approved by the
Building Inspector to expire on JANUARY 30, 2006 .
Fee $ 150 . 00
1
Authorized Signature
ORIGINAL
Rev. 5/8/02
aL3n��nLn�n���n�n��.r@n�n�����.r�nn�n��r��n�n�r�nn�
5 BY THIS CERTIFICATE OF COMPLIANCE THE
S NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY CS
5 40 FULTON STREET — NEW YORK, NY 10038 5
5 S
5 CERTIFIES THAT 5
5 S
5 Upon the application of upon premises owned by 5
5 55
SPAUL R. BURNS DONALD CORDANOP.O. BOX 1061 980 THE 5
5 SOUTHOLD, NY 11971-0932, EAST MARION, 11939 5
5 � NYc5
5 Located at 980 THE GREENWAY EAST MARION, NY 11939 5
5 5 5
Application Number: 2033385 Certificate Number: 2033385 5
5 5
5 Section: Block: Lot: Building Permit: BDC: ns11 5
5 S
5 Described as a occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: 5
S55 First Floor, Second Floor,Outside, 5
S S
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the Day of S
19th May,2005.
5 Name OTY Rate Ratin¢ Circuit Tyne 5
5 Miscellaneous S
5 kitchen-dining room 5
5 and 2nd floor bedroom S
SAppliances and Accessories S
C5Cj Range 1 0 12.1 KW S
J Dish Washer 1 0 1.2 KW
SWiring and Devices 5
5 Outlet 21 0 Fixture
5 Fixture 21 0 Incandescent nC�]
5 Outlet 28 0 General Purpose S
5 Receptacle 20 0 General Purpose S
Cj Switch 6 0 General Purpose
SDimmers 6 0 5
5 Paddle Fan 1 0 5
5 Receptacle 4 0 GFCI 5
5 seal
5
55
S 1 of 1
5 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 S
arJprJC rE3 JPc.rcPcPrJ�rJ�rJ�r.J�rJ�rJ�rJrJ0ctcrrJ0cicPrn
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
To: Town of Southold
Re: Framing/Plumbing Inspection
Cordano
980 The Green Way
East Marion, NY
Permit# 30534Z
To Whom It May Concern:
A Framing/Plumbing Inspection was also Performed on this Structure, and all framing and
Plumbing was done correctly and also meets all state and local building codes. A pressure
test was also performed on the waste/water plumbing systems. Any questions please feel
free to call.
r cerely
Jame eerkoski P.E.
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
To: Town of'Southold
Re: Insulation Inspection
Cordano
980 The Green Way
East Marion, NY
Permit# 30534%
To Whom It May Concern:
An Insulation Inspection was preformed at the above mentioned property, all insulation
was installed as per Plan and meets all State and local Building Codes. Any questions
please feel free to call.
Sincerely
Jarnes`J.-Deerkpski P.E.
+, r
r i
0
Y
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-5506
9 2(E
To: Town of Southold
Re: Strapping Inspection
Joanne Cordano
980 Greenway
East Marion, NY
Permit#305342
To Whom It May Concern:
This letter certifies that all wind strapping on the above mentioned project is in tact, and
incets all state and local building codes. Any questions please feel free to call.
�Isi
rely
James, . Dec 'o >P.E.
t �
`J
J
JAMES J. DEERKO SKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
To: Town of Southold
Re: Deck
Foundation, Strapping/Fraining Inspection
Cordano
980 The Greenway
East Marion, NY
Perinit# 3053
To Whom It May Concern:
This letter certifies that all wind strapping on the above mentioned project is in tact, and
meets all slate and local building codes. A Framing Inspection was also performed on this
Structure, and all Training was done as per annended plan (see attached), and also meets all
state and local building codes. The foundation was also properly installed. Any questions
please feel free to call.
:oma- �,Z
of. ln�`�''=�
P
Dom"
}
<�', S' a erely
` It
' Jame, ec c 'ki P.E.
aFES�I `•,`
30,5---3
7ss.,so2
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH LBG.
[ ] FOUNDATION 2ND [ ] IN ATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REM RKS:
A-L�
DATE 7 � INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
UNDATION 1ST [ ] ROUGH PLBG.
/,,, F
UNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: li�
L.
I
DATE -INSPECTOR
... mow 'e•
A-3
TOWN OF SOUTHOLD PROPERTY RECORD CARD
)WNER STREET VILLAGE DIST. SUB. LOT
50c r1.e.. o 17-Ale Ealt AarJj4 2 Pe i 1/e Be a �FhJ� ..�vla,V ,b
=0R R OWNE�AQSciaridatc,
N E ACR.
t , 6'bi✓, 2-
S W TYPE OF BUILDING
ES. Z l SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
Q �6D ✓ 7 091.0o SOLD '�/000. I �
}'EQ4,C�' T3�-r�c.�l Ta ✓V, ��SCiAN�pRo SwF n 121
J2ao /200 3/,;;L// 90 iZ 3 8Z vn%L L-931-F, 01 -
40 1
t 2 —L �)
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_ - _71242 5�2/2 1z S
rQ-G c-
Ilable FRONTAGE ON WATER
'oodland FRONTAGE ON ROAD 3
eadowland DEPTH V 70
ruse Plot BULKHEAD
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•
Basement ••
Interior Fini
Fire Place
Type Roof LRooms Ist Floor
Recreation Roomi Rooms 2nd Floor
` • M.-
Driveway
t
Permit Number
MECcheck Compliance Report Checked By/Date
New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release lc
Data filename:Untitled
TITLE: Cordano
COUNTY: Suffolk
STATE:New York
HDD: 5750
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE: 05/24/04 �, a
DATE OF PLANS: 5/3/04 �?
) t
PROJECT INFORMATION:
addition
COMPLIANCE:Passes
Maximum UA=82
Your Home=81
1.2%Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1:Cathedral Ceiling(no attic) 483 38.0 0.0 13
Wall 1: Wood Frame, 16"o.c. 536 19.0 0.0 24
Window 1:Wood Frame,Double Pane with Low-E 99 0.330 33
Window 2:Wood Frame,Double Pane with Low-E 10 0.330 3
Door 1: Glass 28 0.290 8
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building
plans,specifications,and other calculations submitted with this permit application. The proposed systems have been
designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered
Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,
and professional judgment,such plans or specifications are in compliance with this Code.
Builder/Designer A 1��5 �� � Date Z
MECcheck Inspection Checklist
New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release lc
DATE:05/24/04
TITLE:Cordano
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] ! 1. Wall l:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
Windows:
[ J 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.330
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
Comments:
[ ] 2. Window 2:Wood Frame,Double Pane with Low-E,U-factor:0.330
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ]Yes[ ]No
Comments:
Doors:
[ ] 1. Door 1: Glass,U-factor:0.290
#Panes Frame Type Thermal Break?[ ]Yes[ ]No
Comments:
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ j ( Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ j Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ ] Supply ducts in unconditioned spaces must be insulated to R-8.
[ J I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
I
Duct Construction:
L J I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g.(500 Pa).
[ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] ( Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] I Air filters are required in the return air system.
[ ] I The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ ] I Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ ) I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New York State,the Residential Code of New York State or
the New York City Building Code,as applicable.
I
Service Water Heating:
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating, Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Ranize M 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD(Building Department Use Only)
Applicant/ r i
Date.
Owners Name:. Reviewed: d
Architect/ Date
Engineer: �e ��;
Submitted:
SCTM #:
District: 1000 Section: cJ 13 lock Z Lo(: 3 4,_
Project Subdivision: _
Location: Nance:
Single& separate Required
certtfjcation: fYes f No)
� � ,, cn
Req. Gtr .(L Req.
-
Zoning 1)islriq: �� (Lot size:(.�sGs �ual.__� �7
trot coverage _ Prupuscd��f�
Req. - Rte. _ --
(front Yard 2,5 Proposed:—Aj. (Side Yard 7 s Proposed: R
a�
— (Rear Yard Pntposed- c I
Project Description: a,e e.Qa f;;
EIYC'H..P
RFZUIRFD FOR REVIEW N.A. NO ilt .
ES umber
Suffolk County Health.Dept.
New York State. D. E:C.
Town Trustees
Town Zoning Board approval:
Town Planning Board approval:
1. -------------
Flood Plane Elevation???
Flood Zone: ry� � _j
FIEL INSPECTION REPORT DA COMMENTS
FOUNDATION(1ST) .
--------------------------------------
FOUNDATION(2ND)
d
• - H
ROUGH FRAMING&
PLUMBING _ y
INSULATION PER N.Y. H
STATE ENERGY CODE
FINAL
d
ADDITIONAL COMMENTS
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TOWN OF SO}UTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applging?
TOWN HA LL Board of Health
SOUTHOLD,NY 11971 3 sets of Building Plans
TEL: 765-1802 Survey
PERMIT NO. `J / Check
Septic Foran
N.Y.S.D.E.C.
Trustees
Examined '-7h; .20 04 Contact:
ApprovedV 20 O(�f Mail to:
Disapproved a/c
Phone:
--
V70 I `
(^� (I c1 ss Building Inspector
2620 ;APPLICATION FOR BUILDING PERMIT
f
Date. , 20
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 premisbs 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 a Certificate of Occupancy
is issued by the Building Inspector.
APPLICATION IS BEREBY 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)
ate, 15-7-
(Mailing address of applicant)
State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises �)0^3 a- -3-6 C_,3 0_bj4yq C,
(as on the tax roll or latest deed)
If app ' t is a rporati signatur of duly authorized officer
(Name and ti of corporate officer)
ders License No. 7�oZ- Hr
P bens License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section 3 Block o,'� Lot 34:,
Subdivision QEPBt.�' =r4eFl =A�M�S Filed Map No. 62. t Lot 91
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 51 FA-m
b. Intended use and occupancy SA-01
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(to be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures,if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front dear
Depth Height Number of Stories.
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 4(, Rear F-2- 1?3 Depth oX , "?
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation:
13. Will lot be re-graded Will excess fill be removed from premises: NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15. Is this property within 100 feet of a tidal wetland? *YES NO`
• IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MA QUIRED
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 )
FSa�I C_ L�b•.11fM2c� being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the C,oJTW-4'GT W--
(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.
Sworn t before me
day of 20
IL
tary Public Signature Applicant
PATWA CORMN
Notary Public,State of New York
No.OIC05017851
,;iified in Suffolk Coungr
c-�m'.�a,^�Expires Sept 13,
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SURVEY OF .
"" s LOT 99
MAP of
%sem• PEBBLE BEACH FARMS
FILE No. 6266 FILED JUNE 11, 1976-
SITUATED AT
EAST MARION
ms TOWN OF SOUTHOLD
�`� SUFFOLK COUNTY, NEW YORK,
S.C. TAX No. 1000-.30-02-36
SCALE 1"=20'
AUGUST 14, 1997
MARCH 6, 1998 FOUNDATION- LOCAT'IA;N`
JULY 28, 1998 FINAL- SURVEY
AREA = 22,513,09 3q: ft.
0.517 aa.
y� ,,
Nut
NN
�4
WRT1FIED 7'0:
SUFFOLK COUNTY NATIONAL BANK
LAKE SHORE ARSTRACT' Inc. -
DONALD CORDANO
JOANNE CORDANO
NOTES:
1. S.C.D.H.S. REFERENCE No. R1'0-87-0137
N1 2. SEPTIC SYSTEM LOCATION AS: PROVIDED BY S.C.D.H:S.,
/ I
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9ENE1 CONSTRUCTION NOTfiS" GENE(t�RlSFRAMING'WOTES
_ -SCHEDULE
1.
, I
1.The Inforrnalon On this set of construction documembi la fo relefe batlo deMgR 1l Alll..'tyV��g► iigcand,sdwi�yt�¢�be 1d"{�hadp Or' ar"17 0� 'Jgl)tlilter flamlrlg,rnalpfiljl }M1.pt E 3.t, INCLUDING 9 3 A N b 9 B
Intent and taming details. They are bdshded as'aDgrisbutMaaaid,hates t@e N!fe td'..o.r+1,1 p�lpp IrOrORSWr.•� - - iqe NIGH WIND EgIT 10N W000 FRAME CONSTRUCTION MANUAL I ,
for geneiallY aCGepted(/OOd b411tling-pfaaBOe pori OPmplbinPoe W1BI 0UR'anf Nlk\'.j'Olk - - INT 'O ESGff IP'T ION NAIL DUALITY NAIL SPACING II , ' I
state bulltling Goda8, The generadoo lroctprle'.rprywnatbis for prowtllmg,all Mord: 2 ,mllvgodiNrlN lilg411, Fwldl ryroftarete DrnTasontylP bti pfeseure ijealsd. -
"canswdtiondetailsandIK duras to enure aprofen►iatally'_Mi11t1etl,atnaNriialy ; -;• - lcoeF FttxMlxG 1
sound,and itreatherroaf completed product. '.3:�PhMWedwtble'floPhptrs�e undsf 111 wralle pelpl(eltb floprttfed llpan�direction Unlp►s I
RAFTER f"reP TO TOP PLATE TOE NAILED 6 -e" WALL 3-fid PER RAFTER
10 0" WALL 4-fid PER RAFTER ' "�
_ 'RthBNVIpB flDa CFt ILI,NG •101ST TO TOP PLATE TOE NAILED e'-e" WALL. 3-Bd PER JOIST
2. General Contractor to Coordinate all sub conbacWre,schedo(ing of wmk',antl i B -0" WALL 4.8d PER JOIST
IntereCsOp between trades. .. 4.:PfeVtdQlf•brfll''ing DhSaid�i g9t8m - " CEIL/N Cn JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3 ] EACH LAP
axlmertctg m;olQfofetidim6n¢Ipnel ' EILING JOIST LAPS OVER PARTITIONS FACE NAILED GEE TABLE 9 T EACH LAP
IgmbeTfiaorjolefa. _ - .COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3 4 PER TIE ,�j j 41
3.The general Contractor is responsible for ensuring that all Work arid construction - .#LOCXING,TO RAFTER TOE NAILED 2-5d EACH END
meets or exceeds current federal,state,and focal codes.Ordinances and hagutptlan01 5.Floor construction %'tongue ami grove DIyJh'dod 9UbilObr. Finished material l0 be RIM BOARD T O RAFTER END NAILED 2.18 d EACH END 2
etc. These codes areto be 00mudersd as part of the specifications for thR building 'applled ever oubitdor. Glue 0nd emelsl plywood dgeking"tdtlbotiaiste. -' i ,N x a 1 1
and 6hpUldbe adhered to even lfihey are In Yerian00 wlth tris;plan_ - - - ".L. TOP PLATE TO TOP PLATE FACE NAILED 2.164 PER FOOT � , < H
6.Allwlndowerd doorheadere to bpminilitTU( (2)2klo.SnieS$othelilltae spe08led:- TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS - EACH SIDE Q (Ai q �1
4. Dimensions shall take precedent over scaledrawings(do not scale drawings). All interior headers to be(2)2x10 UgIeRS Ol1EIW{le BpeC1110r1. "?U UO, Try STUD FACE NAILED 2-16d 24' OIC
ADERTO HEADER BOT TOM PLATE TO GTUD END ENNAILEDLED 31164 pE" OIC R2x4ALON STUD
POFEDGES
S.The designer has not been engaged for construction supervision and assumes no T.Provide lull-solldbboking urMer atlbeadng Wails, - x 6 STUD
responsibility for construction coordinating with these lana,nor , � i - 4.18d PER z x e STUD
j
p fi/ 9 P resppae for Asfia - _ v - aOrTOM PLATE TO'IST, O JOIST,
construction means,methods;techniques,sequences,OrpreCedUl`d8,or
fof safety 11.A11 beamsphaVe edequale tN78ritlg at each end OP a9 apecMled. � � txNbJOtsT, END JOIST, OR BLOCKING FACE NAILED 2-18d • - PER FOOT !
Precautions and programa in connection with the work. There are no warrantlsa fora LOOK FRAMING
specific Use expressed mimplied In the use OftheeB plena. - B-!flitflush,bbm endt0lpt Intersections foha+re galVaniipd'harlgOra.( Io IST-TO BILL, TOP PLATE. OR GIRDER TOE NAILED 4-8d PER JOIST 1 lit
i RIOG'ING'TO JOIST TOE NAILED 2-8d EACH END
6. Refer b floor plans,exterior elevations,and window schedule fortypea and sizes of - 70.Typical exterior wept and roof to 0sheathed with W'exterior grade plywood or aLOPKIN0,TO JOIST TOE NAILED 2.60 EACH END
windows. All windows to be Andersen high erfomlance quality or approved equal. '7/1ri"O$B ad,. rod 1,APA rated. P" - BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK
g p q ty pore am plywq g D IYWaadfospsn Over all plelet and LEDGER STRIP IL BEAM FACE NAILED 3-16d EACH JOIST m' !D
header - - JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST
7. Door Ind window headerslo align'uldess otherwise noted: ! - AND JOIST TO JOIST END NAILED 3-18d PER JOIST p31 'G IZ
11. ProvitlginsWalon hafflas at save yenta between ratters. eAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-15d PER FOOT N ��
8. General contractor IB to ensure that masonry and prefabricated fireplace o
.Consbuctipb meats or ekceeds.all manufaclilrer'a0 F N ATxING IDI C7 .CI
peClflcet10rf9 arc-applipsble-codi 12:exterior flashing to be cafrecly Insadlad at alt connections between roofer Walls, $T R U C Tt1 R A l PANELS 4' RIM W 'L I m
�ohlmrey►,DrOoctions.and peuepal i as required byapproredconstruction _�_€�L,F_P E 0 G E L O y-F,�- 16" OIC " 6" A T P,A N E L EDGE 6 .�
9, General Contractor to consult and coordinate with-the Owner and the plans for all i piacticea. w, - ., stl qND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELDIT ZONE - j �I � j
19'.Gen4naldpntractortOprowdeadsquats aIle ventilation anti roof Vents. PERIR ETf RSE DGR 2I
ONE AITT'ACHM ENT PE EU REM PERIMETER
EDGE OF THE ROOF, INCLUDING 4�O�ON IEACN SIDE tO FOT/HE ROOF PEAKL. THE 4�O�ND 12 � ���;Wi�, I
built In itemasuch as bookcases,shelving,pantry,cloeMsj BIC. _ Btl qT INTERMEDIATE SUPPORTS IN THE PANEL FIELD V co r0
10.Provide hardlMred smoke detectors,with battery backup,on all floors and In each - M" p E SHALL L B E USED ,
bedroom,verify with local code requirements as per Section 8917.New YoFk Sete 14, Provide appropriate soffit ventilation at overhangs EAT IN c
Residential Construction Code. Install Carbon monoxide datooldre as Per code;- - GEN RAL P UMBING NOTES GYPSUMWALLBO ARD stl COOLERS 7' EDGE118" FIELD
_ - �.�.f?_. _
' ALL eAiXING
-.-__ -,-- plans, - - g ponsible for adhe gto atapplicable"code and "sTRUCTU DAL PANELS q EDGE ZONE - iB" O!C - 6" AT PANEL EDGES AND I2" AT
GENERAL FOUNDATION NOTES 1:.plumb(n BUtlWntrapfofiQ be rBa fin - Ad INTERMEDIATE SUPPORTS IN THE PANEL FIELD
safety regUlrpmema. INTERIOR ZONE - 16" OIC - 6" AT PANEL EDGES AND 12' h
1. General contractor to review Tans;elevation$,and details to - 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 1). r-
her hts of finished floors above C fleSRROARD PANELS 7116" stl 3" EDGE le' FIELD 0 Lo
2,All footings to rest on undisturbed soil., - , pENERAL dCieBY MNDTE.-L (loan iUmbing fixiefBa Or NAR.OBDAHD 25132" fid sit 4' EDGE ZONEIE 16" O/C " 6" AT PANEL EDGES AND 12" AT LU -v
9 ( ) typical grade. 2.Ifwall stallation W p
U back ether dYPOUM WALLBOARD 5d COOLERS T EDGE 110 FIELD
ATE SUPPORTS IN THE PANEL FIELD W V
3. Provide K"expansion Joint material between all concrete$Is"H�and abutting - � � INTERIOR ZONE 16 OIC - 6 AT PANEL EDGES AND 12" X W M
Y" g fid AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD o I (p
Concrete or mason walla occurring In exterior or unheated interior areas. 11.Alftharicealsuu motor is responsible far adherin to all applicable Codes and Safety STRUCTURALontiC
PANELS " 1" OR LESS Btl 6" EDGE 112" FIELD ❑ �. O
Z
0
Interior slabs to be placed ons mil.stabilized polyethylene vapor bather. 2. HVAO aWrrxJRbectorto kJey aoardinele al(eyatem cep pntl requirements M4lithe , N 'REQur MEN ARE ASED ON WALL HEA HING NAILED 6" OIC AT THE PANEL 0 E I WALL SHEATHING i AILED 3" 01C AT TH Q g
- il"mitntadpptter. AN'E L_or0A TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE X
5.Providecrawla c¢VpmllrnittY pet local Coda ;" - GO NN eD 7n R6. 6UCH AS SHEAR PLATES, SHALL BE DREG TO MAINTAIN THE LOAD PATH r
pe p requirements, - -i WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL RE PERMITTED TO BE Z r
'3,HVAC subcontrectorfo provide flnataystemlayopt drawing and submit if to general EDUCED, 0 1616d NAIL PER FOOT.
6. General contractor to install cop•r tax(or copper)sheet mesal termite shields contractor,Owner,and equlpmem supplferfor ltrAlreview and approval. M
between all wood surfaces that are exposed to concrete'w masonry surfaces. „ - - i - - __ - , -" - ' .-" - '
I UD
ND PROTECTION CONNECTION NO 5 STD 10-BB T EDITION
" - 'FAHP3.7
PP per cedeprMaoll - -- --.SprldattltorHurioaheResletarliReeldenlalC f, -, ,- - - -_.- 19B5SBCHgNIAWAL110NWS.OFRPNE
NeW CODE
conditions. of exterior offoundation With a bituminous casting as A4oPlplo4 tom H g �- Wood Freme Cons ons4imUon�S !RAME CONSTRUCTION' MAN WOOD L17Q'$IIdJCIICNMoALYtL. _
7 Dam ro
1
A 4i1�tPnMANUAL - - IRAFERSPAON.16'O'C .-
d1gB5S9C�H1 h=Wind'EOitiorr �RAF7ER$PACING 18 O/C
GENERAL FLOOR PLAN NOTES Fasteners arid Connpclors for Wand Frame Construction j120 ii1I FASTEST VV INOSP EEO _ " -� ROOFPnCH FDCFSPPN CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
1 Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A oominuousiloadpath between fooings,foundatbns walls,floors,studs"and roof I 1 WEATHERING SEVERE
_ ROOF ROOF NUMBER FROST LINE DEPTH 3'-0"
Tape,Boat,and sand(3 costa), ^g - 2 ApprpVedra provided. - - 31 6 11
_ .framlRg Malice RITCI� SPAN (ft) OF NAILS
2.All interior wells to be covered With'A" - " 41 it TERMITE MODERATE TO HEAVY
- - n ev included in the 41: - -- -ib _ _ - -" 4 a1 7 DECAY SLIGHT TO MODERATE ( 1
gypsum board metal comer reinforol g In accnot inclu with - z0 _ s WINTER DESIGN TEMP. 11 VJ
at garage side with 5 r return on adjacent walla and telling. Ma toted red lumber S�daufectureh fe6omrd Building, mehdelons.,Table 2306.1 shall be iemplled ICe7 not indu _ _ - 7;12 LD UNDER- _ _ AS PER MANUFACTURER'S 10 LU
3.Wails wmmon to garage and house to have a[eye(of 518 fire Feted gYPeum hoard' subject"l4 sail corrosion in oosull areas,shall be stainless steel o of dipped ' "- " -- " 3s a 1212 FLOOENHA7.4RD8 ED SPECIFICATIONS/STATE CODE" Z
ma �.1
LU
requires 2layere of 518",fire rated gypsum board. Metat Drape,ponnFlCfore,screws,bole,antl naffs exposed. the weather or • 3' a L�
4 All bath and toilet area walls and ceilings adlacentto wet areas to have Witter _ OgtyaNapd - 12 t 2 a if��i' Z
resistant gypsum board,or wall the set on wonderboard or equal, _ _16 " " 4 SOUTHOLD BUILDING DEPARTMENT CRITERIA
DESIGN LOAD C A L C U L A T i N S - p'elydeg anchW}+orconn least one
provided at lint top and bolting and sidling, ,_ _ 20 _ a 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y S. of
awsacmactor Shelf b' mofcripple .. -_ ... 28 _ s USE DWELLING UNfi•SECTION 310-3102 O
4.Where wind
EXTERIOR BALCONIES r66. S R eluld�►'antl stud at each aide of Opening, - 32 - T 2HEIGHT
n 0
epfofs ahall.h p
ATTICS WITHOUT STORAGE LOADS U's 4g tfes,bf 7x6 of beefed inu per third Ofptle apace and etlactl top 36 7 FIRE AREA(sf} SO. FT.;TOTAL t1
stud► INlader
DECKS
_ t0 each pairof opposing ralbre except where collar _ 1z _ _3 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION �
MINIM UMUNI OR V NII IS DLVE 3 ra Iota p each pail "' et'� 36 3 Z
ATTICS WITH STORAGE 40 6. plc connecfonOhbaI _ zo_- - q 4DESIGN ELEMENTS
SEE FLOOR PLANS AND
1995 HIGH WIND EDITION WFCM LU
Rid saapa
ROOMS OTHE THAN SLEEPING ROOMS y, dlyd-downs. za -5 5FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS - 'N W w
B .of TA6►ta. '
provided at each rafter bearing. _T -
ze _ -'3 6 DESIGN LOAD CALCULAl10NS 1;- - (p
TFoor
SLEEPING ROOMS A E 1 L "D _ 3 Comerpfo rh to be provided every 46,and evq 712-12.t- _ - _36 _.3 NAILING SCHEDULE SEE ECT10N"N' r5- TO`p4�- Q.,� O
CRIT R A FOR CALCULATION OF 13EAD LOAD' ry16 weNh+'ofextenpr __ _ _ za a 7WINWWAND DOOR SCHEDULE "i / � L 'Well ff�"11�`,,
AC AL WEI HTS A.SIItAgf tofoUhdelon Anchprage. Sill plate shall be.anchored to the foundation pb 4 10 EGRESS r, t
ARCHITECTURAL GRAPHIC S7 ANOARDS t '. wltli.andlpf twlte havmgamin' bolt dfameterof6/6 and 3"x3"x,t/3"washore. A _ _ 1t PLUMBING RISER DIAGRAM j
Minimumof one anchor bolt shall be provided within 6 to 12 mclues otaach end of _ _ 28 s - c
SNOW - seetkplele. Anrihdrt Oft shag naves minimum embedment'of7 Inches In Concrete/ 3z _ 6 12 FIRE PROTECTION x. �ti„ 4�y 4?
GROUND NOW LOAD 451 s. - ' i 4feetobcenter .cotrom and at - 36 8 13 TRUSS DESIGN DRAWINGS 1,;, Pte'
SEISMIC .s a RgAneet noes shall be Ixated within 121nones of ti - - - - -- - 14 ENERGY CALCULATIONS
DESIGN CATEGORY
W IN D THESE NOTES,ARE GENERAL CONSTRUCTTON NOTES. THEY ARE NOT 111111 -
W IND SPEED R ,,m SPEOIFlCALLY WRITTEN FOR THIS PLAN, THEY ARE TO BE CONSIDERED AS
GENERALgUIDEDNES,ONLYANDSHOULDBEDISCUSSEDWITHYOUR � II
EXPOSURE CATEGORY - O
GENERAL tNtlTRACTOR BEFORE CONSTRUOTION;BEGINS i
RIDGE - - -
RAFTER
� I tip
USPRS250 AT 21"
z I
A jRAFTER/RIDGE/RAFTERWITHCT
RAFTER - Ei KING STUDS -- -r)
RIDGE --- -- USP RTi60R(2)RT7— STUD - - - - - - - --- - " , Ig
RAFTER.- -. -- U
m
p' '�'
RAFTER --- - -Ei HEADER i w
Top
PLAT
USP RT2DE TOP PLATE ___ . -_-__-_ .`, OII
USP R5250 AT 21 USP RS250AT 18" - USP RT3 ---- - - - O C7 O'
m'
USP LS OR TMU IES -- - USPRS250AT12" -ff Fi ',2h
WALL STUD WALL STUD --- CONNECTION USP PRODUCT NUMBER
JACK STUDS - RAFTERIRIDGE/RAFTER WITH CTRS250 21" 10 'm. W li
RAFTEWRIDGE/RAFTER WITHOUT CT RS25021" + LSSH179
R RAFTER/PLATE/SND RT20
RAFTER/PLATE RT16 or(2)R17
- - PLATEISTUD RS250 18"
Al ' RAFTER/RIDGE/RAFTER WOCT B _IRAFTER/PLATE/STUD B ,RAFTER/PLATE PLATE/STUD C HEADER/STUD Rn
,HEADER/STUD HEADER/JACK
- HEADER/JACK STUD RS250 12"
_ . rG
FLOOR TO FLOOR KLFTA or RS250 36" x r-
STUDIPLATE/SILL RS250 36" O 0
0 a
STUD/PLATE RS250 16° Z
PLATE/SILL MP6F LU
ANCHOR BOLTS ST516 Co M
POST ANCHOR FOR DECKS PAU SERIES
1 POST ANCHOR FOR COVERED PORCHES CBE SERIES
I oz
' 1M OR 2X4- 16"O/C COLLAR TIES MIN -_ 0 cO
z �
`1
M
e POST --- - -- - -'
USP CBE -
P.C.FOOTING
2ND.FLOOR WALL STUD- - - EJ 2ND.FLOOR WALL STUD -
1ST.FLOOR WALL STUD--- J IST.FLOOR WALL STUD
W
G POST ANCHORFOR COVERED PORCHES W
2ND.FLOOR PLATE - 2ND.FLOOR PLATE-- z
SUBFLOOR ---- - --- SUBFLOOR--- 1ST. FLOOR PLATE-- 1ST. FLOOR PLATE - --- ,-� ; - U
RIM BOARD --- - -- - - - `, RIM BOARD ---- ----- -E) SUBFLOOR - --- - SUBFLOOR ---
USP KLFTA ------ - USP RS250 AT 38' -- z
USP RS250 AT 36' --- USPRS250 AT 16" -
RIM BOARD ------ RIM BOARD - --- - - - - -/ O
1ST.FLOOR TOP PLATES ---- . 1ST.FLOOR TOP PLATES— O
DOUBLE SILL PLATE ----- —I
- DOUBLE SILL PLATE --- . " POST W
USP MPBF -- --- - --- 0
1ST FLOOR WALL STUD ---- - 1ST FLOOR WALL STUD---- E) FOUNDATION WALL ----;,9 FOUNDATION WALL d
USP PAU — W
v+'I
P.C.FOOTING- - 00
D ,FLOOR TO FLOOR -_ - D FLOOR TO FLOOR - E. 4STUD/PLATE/SILL E ,STUD/PLATE PLATE/SILL G POST ANCHORSFOR DECKS
- - _ - -- _ -
0
. I' i
STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION
FOR WALL OPENING PROTECTION OFIM MPHSSECOND NAND GUSTS --- _
(MAXIMUM MEAN aaDF neGH7�MlWINDOW AND DOOR SCHEDULE
- � I
MULTIPLE SECTION ASSEMBLY: 1/4" GLASS _
THICK BOLTS @ 2'OC CLEAR _ DESIGNFFECME PRESSURE 1
.• DD DESIGN PRI RATING SHUTTER
CHT 2810 TFWNBON7 WA125 10 4I5125,
_347 e6 3'0'X1'4" A _
742546 TILTWASH 5.00 898 10 415 -347 50' 310'NSV' i
TM846 TILTWASH 31 495 10 415 347 SIT 24"X4'10'
AW251 AVMIW, 1 39 10 5 34.7 36 TB"X28"FWH 31611 FRENCH DOOR 1672 1145 20 4 .269 40 3'4"xT0' _FW050611 OUI6WING FRENCH DOOR 2900 1738 20 415 _ 324 40 5'6'X T0' Q F ' •
ALLYMf000A5 TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EOlY1L
cALduLIOOEFFIAENTIB H 120mp BASED IND PEEDEXPOSPE 8 'MUST HAVE DP UPGRADE NIT,
OJEFFIOE14T 7.0 WITH 120 mph BASIC lMNO SPEED AS PER E _ MELTS NY STALE EGRESS REQUIREMENTS
'TABLE R M1,2(2)NEW VIX7K STATE BUILDING CODE FOR HABITABLE SPACE
GRILLES-SEE ELEVATIONS
\� WALL OPENNGS INCLUDING WINDI AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 546'WOOD STRUCTURAL PANELS N
WITH k4MU4 OF S'46'SPAN. FASTENERS FOR SPANS UP TO 64"SHALL BE 2112-#8 WOOD SCREWS AT 16'CYC.FASTENERS C,
FORSPAN511PT08{}'SHALLBE21/7'-IIBAT12'pO TABLE301212 c ��
SHUTTER_ASSEMBLYc
N.T.S. ALL NAWipJNElM610ON5 MUST USE. N, m Z'
FOR PANEL SPANS:044'-0"WIDE SPAN ,V2'HEIGHTSILL STOP(OR STOOL)AND THE ADDITION OF A U2'X3/4"DP UPGRADE SILL STOP (SILL STOPS TOTAL A I-1/4" Ix N, C
TABLE 1609.1.4 FEE'MANDFE0111RE7HE INSTALLATION OFASPECIAL SASH UFTINCLUDEDVVRH DP UPGRADE SILL Sial KIT) O C7 .CI
ALL UNITS MUST MEETOR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEETOR EXCEED �' L'
a �', 2'
23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") 1115TIMES Tffr DESIGN PRESSURE REQUIRED AND MUSTTRANSFER LOND5 TO THE ROUGH OPENING SUBSTRATE ALLEXTERIOR _
USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES GUAaNG MUSFMEETASTM E 1996 TESTREOUREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE '',O rn W
REFER TO SECTION R 16091.4 FORALTERNATIVE OPENING PROTECTION
LABEL ACCORDING TO LOCATION. "
ASSEMBLY: - - - - '
ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/#Bx3"(w/WASHERS)GALVINIZED OR
STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
QI I-
#10 TEE NUTS ATTACHED TO BLDG.w/#1 Ox 1 Yi'(W/WASHERS)MACHINE BOLT @ 12"O.C. p n
CL
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED Z
UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 49016s. W v It
W
SHUTTER ASSEMBLY (D <p
N.T.S.
r FOR PANEL SPANS:4'.0"OR WIDER SPAN
a L
SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 c 4'-0"SPAN. O o
NOTE ADDITIONS: z
2x4 STRONG-BACKS @ 24"OC <C
25
ASSEMBLY:
1).PREASSEMBLE PLYWOOD TO 2x4'$:# 10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL
WOOD SCREW @ 12"O.0
ALTERNATIVE FOR OPENING PROTECTION
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116"AND MAXIMUM PANEL SPAN OF B'-O"
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED c '
(REFER TO SECTION 1609.1 4 AND 18006 5 ANO TABLE 1609 1.4) T"W
TABLE 1609.1.4
u
WIN DBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR 4000 STRUCTURAL PANELS W
L
FASTENER SPACING INCHES l LU
PANEL SPAN < 2' T-11"< PANEL 4'-0'c PANEL. 6'.0"< PANEL
C9
FASTENER TYPE 0" SPAN<4'-0" SPAN -6'-0" SPAN -W-0"
Ma --
2 VP' #6 WOOD SCREWS 16 16 12
2112" #6 WOOD SCREWS 16 16 16 12 L)
A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST)OF 130 MPH AND MEAN ROOF
HEIGHT OF 33'-O"OR LESS -JV
B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANED �-
C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE
OS \
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING AMINIMUM WITHDRAWL
CAPACITY OF 490 LES
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GENERAL'FRAMINGOTES NAILING SCHEDULE
N
GENERAL CANSTRUCTION NOTES
1.All welts,20 and 2,6,to be stud grade or better 16"c/o. Ali other framing material TABLE 31, INCLUDING 3 3 AND 3 9 ' II
1.The Information on this set of Construction documents is to relate basic design to be Y2 douglas fir or better. 1991, sac HIGH WIND EDITION W000 FRAME CONSTRUCTION MANUAL NAIL SPACING
intent and framing details,, They are Intended as a construction aid,not a substitute U O IN T D E 8 C R IP T 10 N NAIL QUALITY
for generally accepted good building prectioe and compliance with current New York 2 All wood framing In contact with concrete or masonry to be pressure treated.
State building codes. The general contractor is responsible for providing standard ROOF FRAMING
COnslmCflOn details and procedures to ensure aprofessionally finished,structurally RAFTER TO TOP PLATE TOE NAILED 0'-9" WALL 3.60 PER RAFTER
10'-0" W ALL' x-ed PER RAFTER -'
sound,and weatherproof completed product. 3. Provide double boor joists under all walls parallel to Hoar joist span direction unless _
Otherwise9 double
CEILING JOIST TO TOP PLATE TOE NAILED d PER JOIST
1'4" WALL -8 d PER JOIST
CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3,7 EACH LAP LSj V1)� IL"
2.General Contractor to coordinate all sub contractors, scheduling of work,and I
4. Provide z-bracing or solid blocking at maximum of 8'-0"o/c for all dimensional CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 ] EACH LAP -
interactionbetweentrades. lumber floor joists. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3 4 EACH TIE
Ilt ti r'"
BLOCKING TO RAFTER TOE NAILED � �� --4
RIM BOARD TO RAFTER END NAILED 2-led EACH END 4�
3.The general Contractor is responsible fpr ensuring that all work and construction 5.Floor construction: tongue and groove plywood Finished material to be 9pG
meets or exceeds current federal,state,and local Codes,ordinances and regulations, applied over subfioor. Glue and screw plywood decking to floorjoists. A L F AMI G FACE NAILED 2-1 a d PER F O 0 T W
etc. These codes are to be Considered as pad of the specifieations for this braiding PP TOP PLATE TO T 0 P PLATE y
TOP PLATES AT INT ERSECTIO Nit FACE NAILED 4-iM1tl JOINTS EACH SIDE
and should be adhered to even if they are in variance with the plan. 6.qp window and door headers to be minimum(2)2x10 unless otherwise specified. STUD T o STUD FACE NAILED
2-10d z4. 01L
FACE NAILED led 1B" OIC ALONG EDGES
All mfedOf headers to be(2)2%10 URIe89 Otherwise 9peelfietl. HEADER TO HEADER 2.160 PER 2x4 STUD •- ,! ; I '1
4. Dimensions shell take precedent over scale drawings not scale drawings). TOP OR BOTTOM PLATE TO STUD ENO NAILED 3.160 PER 2%e STUD
4-16d PER 2XBSTUD SII^� � IiI
7 Provide full solid blocking under all bearing walls.
5.The designer has not been engaged for conslrucbon supervision and assumes no BOTTOM PLATE TO FLOOR JOISTFOOT �l�_•_
responsibility for construction coordinating With these plans, nor responsibility for 2-16d PER
8.All beams to have adequate bearing al each end or specified
BANDJOIS T, END JOIST, OR BLOCKING FACE NAILED
construction means, methods,techniques,sequences,or procedures,ortor safety FLOOR FRAMING
precautions and programs in connection with the work There are no warranties for JOIST TO SILL, TOP PLATE, OR GIRDER TOE NAILED 4-Ed PER JOIST
specific use expressed or implied in the use W these plans. 9.All flush beam end joist intersections to have galvanized hangers. RIDGING TO JOIST TOE NAILED 2-ed EACH END
BLOCKING TO JOIST TOE NAILED 2-Btl EACH END I � i �
10.Typical exterior walls and roof to be sheathed with SS'exterior grade plywood or 3-16d EACH BLOCK
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-ted EACH JOIST
6.Refer to floor plans,exterior elevations,and window schedule for types and sizes of 7116 YOSB plywood,group 1,APA rated. Plywood to span over all plates and L EDGER STRIP T O BEAM FACE NAILED
windows. All windows to be Andersen high.performance quality or approved equal. 3-atl PER JOIST (ya g' ISI
7/16"headers. JOIST ON LEDGER TO BEAM TOE NAILED 3-1 Btl PER JOIST N '
aAND JOIST TO JOIST END NAILED
BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-t6tl PER FOOT
7. Door and window headers to align unless otherwise noted. 11,provide insulation baffles ct save vents between rafters. •, g I o1'
ROOF HEAT N1No C �a)ISO
8.General contrectdr is to ensure that masonry and prefabricated fireplace 12. Exterior flashing to be Correctly installed at all connections between mats,walls, "' P R m E T E OCE 2 O N E 1 a" O lL - e" AT PANEL E 0 G E 6 'g If' I�2I
construetlon meets or exceeds all manufacturers specifications and applicable codes. 9 9TRUCTU RAL PANELC ad AND AT INTERMEDIATE SUPPORTA IN THE PANEL FIELD ILu
chimneys.projections, and penetrations as required by approved consWetion INTERIOR ZONE - ifi" OIC - B" AT PANEL EDGES AND 12" IUI', I�;' �,1
9 General contractor to Consult and Coordinate with the owner and the plans for all practices.
ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Ori, W
built In items such as bookcases, shelving,penny,closets,etc 13.General contractor to provide adequate attic ventilation and roof vents. FOR ROOF SHEATHING WITHIN r-o� OF THE PERIMETER EDGE OF THE HOOF, INCLUoING 4'-D" ON EACH SrOE OF THE ROOF PEAK, THE 9'A" _.,,
PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
10.Provide hardwired smoke detectors,with battery backup, on all floors and In each 14 provide appropriate soffit ventilation el overhangs. rFIBERBOARD
SHEATHING 5 d COOLERS ]" EDGE 1 10- FIELD
bedroom,verify with local Code requirements as per Section 8317,New York State WALLBOARD
GENERALE LUMBING NOTES g.Syc ZONE - 1e" olc - 6" AT PANEL EDGES AND 12° aT
Residential Construction Code. Install Carbon monoxide detectors as per code. T H IN o
L PANELS Ed INTERMEDIATE SUPPORTS IN THE PANEL FIELD
GENERAL FOUNC_ATION NOTES 1.Plumbing subcontractor to be responsible for adhering ro all applicable vide and INTERIOR E Z O N E - J61- OIC - e" A T PANEL EDGEB AND 12" K co
$afety requirementa. ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
PAN ELS 7116" Ed 3" EDGE fall FIELD d O
1,General contractor ro review plane,elevetians, end details to determine intended p, g wall plates or joists era cut during the installation of plumbing fixtures or 25132" 1,d 3" EDGE is' FIELD L Z r�
heights of finished floor(s)above typical grade. GYPSUM WALLBOARD 6tl COOLERS ]" EDG.E 110' FIELD V
equipment provide bracing to tie framing back together ICEDGENTERM ZONE U OIC SIN PAN PANELEDGES AND 12" AT W
HARDBOARD Btl INTERMEDIATE SUPPORTS IN THE PANEL FIELD M
2.All footings to rest on undisturbed soil. GENERAL HVACSYSTENINOTES AT
O)�- 1SUPPOaOIC TS TPANEL ENGE S AND 12" 0 �-- PI
91, AT INTERMEDIATE SUPPORTS S'IN THE PANEL FIELD f�
3. Provide h"expansion joint material between all Concrete slabs and abutting 1. Mechanical subcontractor is responsible for adhering to atl applicable codes and F L 0 EE SHEATHING 1,r
Concrete or masonry walls occurring In exterior or unheated interior areas. safety requirements a 1, s•' EDGE 1 1 z• FIELD E L o ¢ Z
STRAL PANELS 1" OR LESS
NALL
NG IS NAILED 3
4.Concrete on 4"Sand or gravel fill minimum,With II-10110 wire mesh reinforcing. OJC AT THE
L E
Interior slabsrobe placed on6 mil.stabilized polyethylene vapor harries 2.HVAC subcontractorrofully coordinate all system date and requirements with the PANEETO 08TAEN HIGHERaSHEAR CAPACITIES. NARIr1G ftElO UIREM ENTs FOR STRUCTURAL MEMBERS BERS SHALLIeE DOUBLED, O"R ALTERNATE
equipment supplier CONRS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH
5'.
Provide CfaWl Space Ventilation per local code requirements. - WWALL SHEATHING IS CONTINUOUS OVER CONNECTED MEM BERG, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED 7O BE Alit
3 HVAC subcontractor to provide final system layout drawing and submit It to general REDUCED T O 1016 d NAIL P E R r 0 O T
contractor, and equipment supplier for final review and approval.
_.
6. General contractor to Install cop-r-tex(or copper)sheet metal termite shields TAB_LE V -
between all wood surfaces that are exposed to concrete or masonry surfaces. NEW
^' CODC
IY VY 4_. _ G __ 1
7. Dampproof exterior of foundation with a biluminqus Boating a1,per code and soil GENERAL WIND PROTECTION CONNECTION NOTES ;TABLE 3.4' - 05113X;11CNNYW_.1N. - _ ,-
1895 SSC HIGH WIND EDITION WOOD
conditions Ad aptedfromStandand rHumCameRealetanlRasldenheIConsWction;SETO10-89 'IFRAMECONSTRUCTIONMANUAL ,p!pp'IERSpAC1t1G18'O'C r
and 7995 SBC High Wind Edition Wood Frame Construction ;RAFTER SPACING 1s^ oiC - - Mfl
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
Fasteners and Connectors for Wood Frame Construction N zO mph FAS TEST WINDSPEED - WEATHERING SEVEREGENERAL FLOOR PLAN NOTES1 A continuous load path betweenfootings,foundations walls,floor,studs and root ROOF ROOF NUMBERFROSTLIKE DEPTH 3'-0" 4-41.Dimensions shall take precedent vier scale drawings(do not style dravnngs). framing shall be provided. PITC H SPAN (ft) OF NAILS TERMITE MODERATE TO HEAVYDECAY_ LIGHT TO MODERATE W4:12 16 42.All Interior Walls to be covered with'h"gypsum board with metal comer reinioromg 2 Approved Connectors,anchors and other fastening devices not incWded in the 11Tape,float,and sand(3 coats). Standard Building Code,Table 2306A shall be Installed inaccaNance with -� � 2p 5L E SHIEL REQUIRED AS PER MANUFACTURER'S WINTER DESIGN TEMP.ICE SHIELD UNQER- A_ ~manufacturers recommendatlans. _ - 20 . - 7 PECIFI6AMONS I STATE 600E /"'1 Z3.Wells common to garage and house to have a layer of 516",fire rated gypsum boats -_ FLOOD HAZARDS iat garage side with V-0"return On adjacent walls and'Calling. Manufactured lumber 3. Metal plates,connectors,screws, bolts,and nails exposed directly to the weather or 32 B U
requires 2layers of 618",fire rated gypsum board. subject to soft CO ROSIOn in cost&[areas,shall be stainless steel or hot dipped 12 1"� Z
5.12 12 7 SOUTHOLD BUILDING DEPARTMENT CRITERIA r.! Z_
4.All bath and tollet area wells and ceilings adjacent to wet areas to have water galvanized, 16 ._ 4
20 a 1 OCCUPANCY CLASSIFICATION R�3 RESIDENTIAL-SECTION 310 8UI G W a
resistant gypsum board, or Wall file set on wonderboard or equal. 4.Where windows and doom interrupt woad structural panel sheathing and siding, - 24 5 USE DWELLING UNIT-SECTION 310-310.2 P -D E O'D.f OO
DESIGN LOAD CALCULATION S flaming anchors or connecrors shall be provided at the top and bottom of cripple - 2 HEIGHT UL
studs,header studs,and at least one stud at each side of opening. - - az 7 SQ. FT.'TOTgL Q �%
3S i FIRE AREA(ST) r w Z
M tit IM U M U N� i F 4 R MTM TRI U "0 L9V LO D S (Ibef 86 S.Ridge straps shall be attached to each pair of opposing refters except where collar -61,2 _ 12 _- 3 3 ttPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION a
EX T E R 10 R BALCONIES 40 ties of 1x6 Cr 2x4lumber is located in upper third of attic space and attach to each pair _ 20 - 4 4 DESIGN CR RIA PRESCRIPTNE DESIGN-1995 NIGH WI =C2Uu
D EC NS 90 gfraftera, .. - 5 FRAMING ELEMENTS SEE,FLOOR PLANS AND SECTIONS
AT T I S WITHOUT STORAGE 40 6. Uplift Connectors shall be provided at each rafter bearing - - - - 28 5 6 DESIGN LOAD CALCULATIONS eti LP O z 0 -=�f _
qT ICS WITH STORAGE - ' - 31 s 7WINDOWAN DOORS
YJ'1P ' •-1 j'1
ROOMS OTHER THAN SLEE ING ROOMS 3U 7.Floor to floor hold-downs to be provided every 48,and every l6"within 4'ofexleior - - 31, 7 BLOAD PATH SEE SECTION"A" i t.afmr)
S IEEPIN O ME Comers. 7,12-12:12 12 2
- - - 13 y 9 NAILING 'HED LE '�f14G ^' CC
F R U L O D A 8, SIII Plate ro Foundation Anchorage. Sill,plate shall be anchored to the foundation 26
i0 EGRESS t 7'T^C ?*fi''- r'� I` I c1
IGH IA L with anchor bolts having a min.bolt diameter of 518"and 3"x 3"x 118"washers. A � 2a 4 1 LUM81N0 R15ER DIAGRAM
ARC I7 ECTURAL GRAPHIC STANDARDS minimum of one anchor bolt shall be provided WIMIn6ro12 inches of each end of 29 5 12 FIRE RO'EGTION
ifAl
each plate. Anchor bolts shall have s minimum embedment of 7Inches In Concrete/ 32 B 13 USE UFS N PAWING5 .I I +
N W 46 Ib s. masonry foundations. Anehor balls shall be located within 12 inches of comers and at se, s, 14 ENERGY CALCULATION ;J 6
R U NOW LOAD spacing not expeading 4 feet on center.
..,
.-N..
SIG C T G Y B
,THESE NOTES ARE GENERAL CONSTRUCITON NOTES, THEYARE NOT I,
- - SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CON9IDEREO AS II4 -
N 0 If h GENERAL GUIOELINES ONLY AND SHOULD BE DIOCUS89D WITH YOUR
O U ATE 0 R V GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS.
II � ,
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uf
RAFTER - ---- -e
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I � illq�V'
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A �RAFTER/RIDGE/, _ . _ o I
' RAFTER
RAFTER_—__- -__ -EJ STUD - __. - �' �N ��II �
RIDGE - -- - - - -- - USP RT16 OR )RT7
Z
- , HEADER - - -__ .-_ dl 1
RAFTER - - - � _ TOP PLATE -_--- '=� ISI��i j oli I
TOR PLATE_ _- (� -- , ml i
USP RS250 AT 21 USP RS250 AT 18' - USP RT3 - --
USPRT20---_.-_ _ _ N1' �i �
USP LS OR TMU IES - USP RS250 AT 12" - - CONNECTION USP PRODUCT NUMBER
WALL STUD —._ --. a� i ol;ip
WALL STUD ---- -- O . I
JACK STUDS - - - - E_i A RAFTER/RIDOE/RAFTER WITH CT' RS250 2T' iU i �4
RAFTERIRIDGE/RAFTER WITHOUT CT R3260 27"« LSSH779 w!
B RAFTER/PLATE/STUD RT20 II
RAFIER/PLATE RT16 or(2)RT7
PLATEISTUD RS260 18"
Al ,RAFTER/RIDGE/RAFTERw/ocr B RAFTER/PLATE/STUD B, RAFTER/PLATE PLATE/STUD C HEADEMSTUD HEADERMACK C HHEADERIJACK RS250 12
EADER/STUD RT3
- D FLOOR TO FLOOR STUD
KLFTA or RS250 36" w N
E STUDIPLATE/SILL RS250 36" d O
STUDIPLATE RS250 16" Z r
PLATE/SILL MP6F LU V b'
F ANCHOR BOLTS S1816 M
G POST ANCHOR FOR DECKS PAU SERIES
POSTANCHOR FOR COVERED PORCHES CBE SERIES
" iX60R 27W-16"O/C COLLAR TIES MINIX
co
O
M
POST - - - --- �>
USP CBE
P.C.FOOTING
2ND.FLOOR WALL STUD - -O 2ND.FLOOR WALL STUD- - - /_ - W/
1ST.FLOOR WALL STUD - - - �_' 1ST.FLOOR WALL STUD - -O a
rn F-
2ND.FLOOR PLATE G POST ANCHOR FOR COV, ED PORCHES z
2ND.FLOOR PLATE - -- J J 1ST.FLOOR PLATE --- �-0 \ ��OF NE4y`}.04,, U
SUBFLOOR - -- ---_-'
SUBFLOOR - - --_- -"- 1ST.FLOOR PLATE----- SUBFLOOR - - 4 J H¢ 'h Z
RIM BOARD -____- .-___ {f RIM BOARD -. . ._ -_ .. I^) SUBFLOOR---. --- -._. - P DEE 9 U'
0 _
USP KLFTA --- - - USP RS250 AT 36" - --- - - USP R3260 AT 38" - USP RS250 AT 16" - - -� Q s� aO
RIM BOARD -- - -- - - RIM BOARD -- - ! u; 0
AST,FLOOR TOP PLATES . - 1ST.FLOOR TOP PLATES - - -- _ . DOUBLE SILL PLATE --- --- POST - - -- -Z LL
- __ . - O
DOUBLESILLPLATE -- -- -'- - USP MP6F - -- ' yO 0� ONP q'� Q
AST FLOOR WALL STUD --- O AST FLOOR WALL STUD- n FOUNDATION WALL - - q FOUNDATION WALL --- - L- USP PAU - r'i SS1 W
m
P.C.FOOTING
D (FLOOR TO FLOOR D FLOOR TO FLOOR E „STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POST ANCHORSFoaorcKs
i
II
TU
FIE _ - _ _ _
STRUG RAL WOidDwnuor9NlrxrPRor'MR iMNDDI��, 'fECTION
FOR � ... .
NBLS FD ��NE DEBRIS PRO
ECRON OF124MFN 38ECAND4N110OUSTS
(MAXIMUM
MULTIPLE SECTION ASSEMBLY: 114" I l
jr
THICK BOLTS 02`OC I
Uif2110 l'RAt4S60E1 WA 1.25 10 415 21. I .14.7 65 30'1(1'4"
TAGM T9.TAASH 503 5,98 10 415 25.0 ,34.7 50' Sow,
ill WASH 4.80 531 10 N6 75.9 X4.7 50`, 2.83X5CP
iW1818 MNWSH 31 4.9B 10 N5 259 347 5P Z41X410' 1 h
AW251 AWNING 1 39 10 415 259 34,7 35 2B'X28' 151
F%AH 31011 16.72
_ _ . _. X44D69'X
DOOR
PWDwl FRENCH DOM 290D 1738 20 415
77
_ :AL1.lMPO0A9 TOSEAWE S_EHHGH PE OIduW10E OR
RAPi1PRZNED EQUAL
24.7_.
_ _� �"�W6DSPEEO AS PER -.-- E _ :MEETS NY STF,TE EGRESS REOIIREMENIS
�O�OEFFIpENf1.OWIH 12onphBS� � 6HOBRABOP SIRGRAOEWT.
YORK
NG COM
CUSTOM GRILLES-SEE
IWALLOPENNGS NNCLUDINGW4 STATE
6CCN/S AND DOORS SHAD BE PROTF.CTEDvm Fff4ms4BIP98'WODDST cTLR4L�PAw-LsELEVATIONS -�I -0ll�jl III
MTk"MLMGFSA'SPAN FASTENERS FOR SPANS UPTO 6.OSHALL BE 2.1/2 #5V1000SCREW"AT16O/C, _
SHL1TTEiRASSEMBLY-
N.TIFOR SPATS lF TO6 SWELL BE21Y2 -k5AT1x 0'C TABlE 30 �I�z��,
1212
,S, ASPEOAL 5A511 L1PT940.lDEDW1IH DP lRCV+AOES� �I (D : a
FOR PANEL SPANS:0<4'-0"WIDE SPAN IALLNNigl1NEWPDOJuS MUSTISE _ -.- ., C71' O "
--. ._ , ILL STOP IQF) ,OR E%:EED U m ��I
ill HJGHTSM1L SiCP(�RSMOL)AND 11'E ADDITION OFA 112'X3/4 OF UPGRADE SU STOP SILL STOPS TOTAL A1.114-
j�
TABLE 1608.'1.4 0)
23/32"APA SPAN-RATED 48124
ING
PLYWOOD
EASEL ACCORDING TO LOCATION. PAI T2sly S,4 EDGE(OVERLAP AROUND OPENINGS A") 1 F6EMPIM 996 5TFEDUNDM �� NEW DMST7E NIIELCOIPb'1RUCI-M ALE -- 'I, ISI 0111,W -
All.LINTS MLISTMEUCR 17C.EEOTIE f"LM DESIGN PRESSURE REOURED,ANY MUTED L M S NASTMEEI'
USE AC GRADE W/2 GOATS EXTERIOR PAIN
R6fER10 SECOCNR1E091.4 FORALIERN471VE OPEHNG
CION � I
ASSEMBLY. - - - - -_ - - -
ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/#80'(W/WASHERS)GALVINIZED OR
STAINLESS STEEL WOOD SCREW @ 18"O.C.OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: Of
00
#10 TEE NUTS ATTACHED TO BLDG:w/cox 1 Y2"(W/WASHERS)MACHINE BOLT @ 12"O,C. - 0 p
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED - Z
W
UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 49016s.
SHUTTER ASSEMBLY `-
N.T.3 _-_-__
FOR PANEL SPANS;4%0"OR WIDER SPAN ¢ 2
SPECIFICATIONS AND ASSEMBLY IDENTICAL TOO<4'-0"SPAN. d
NOTE ADDITIONS: Z
2X4 STRONG-SACKS @ 24"OC c�
1D
,ASSEMBLY:
1).PREASSEMBLE PLYWOOD TO 2x4'8:# 10x3"(w!WASHERS)GALVINIZED OR STAINLESS STEEL
WOOD SCREW w 12"O'C.
ALTERNATIVE FOR OPENING PROTECTION
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116"AND MAXIMUM PANEL SPAN OF 6'.0"
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BWLDINGS. PANELS
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED
(REFER TO SECTION 1608.1.4 AND 1604.65 AND TABLE 1600.1.4)
TABLE 1808.1.4 SOF NEW y
W
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURALPANELS li
Z '
FASTENER SPACING INCHES 111
PANEL SPAN <2` 9'-b"a PANEL 4'-0"< PAREL S'-0"<PANEL f
FKSTENER TYPE 0" SPAN<4'0" SPAN t 6'0' SPAN 6'-0" W 1 a
2112" 06 WOOD SCREWS 16 16 1 12
2N6 WOOD SCREWS is /B 16 12 O'0
112" Ory "ctr '
^! P�' J
A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED 13 SECOND GUST)OF 130 MPH AND MEAN ROOF Sr
REPORT OP 33'A"OR LESS
B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL
C. WHERE SCREWS ARE ATTACHED TO MASONRY OIL MASONRY I'STUCCO, THEY SHALL BE
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL
CAPACITY OF 490 486. 7/M.yi
'yb
6?!