HomeMy WebLinkAbout32004-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32571
Date: 08/31/07
THIS CERTIFIES that the building NEW DWELLING (MODULAR)
Location of Property: 1325
(HOUSE NO.)
County Tax Map No. 473889 Section 64
OLD SHIPYARD RD
(STREET)
Block 5
SOUTHOLD
(HAMLET)
Lot 26
Subdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
MAY 15, 2006 pursuant to which
Building Permit No. 32004-Z
dated
MAY 15, 2006
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 ONE FAMILY DWELLING WITH COVERED FRONT STOOP AND REAR DECK AS APPLIED
FOR. (MODULAR)
The certificate is issued to MARY EKKERS BARROWS REV LIV TRUST
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0123
08/22/07
ELECTRICAL CERTIFICATE NO.
3029494
06/29/07
PLUMBERS CERTIFICATION DATED
06/26/07 CUTCHOGUE EAST PLUMBING
~ed~
Rev. 1/81
. '
5~\~~9\DO
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
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APPLICATION FOR CERTIFICATE OF OCCUPANC
This apphcation must be tilled in by typewriter or ink and submitted to the Building Oepa
A. For new buildiug or new use:
L Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features. .
-2. Final Approval from Health Oept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement lI'om plumber certifying that the solder used in system contains less than 2/1 0 of I % lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of propeliy 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
I. Certificatc 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. Celiificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Ccrtitlcate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificatc of Occupancy - Residential $15.00, Commercial $15.00
Date. 10 - d- tR - 0'7
New ConstnJction:____~
Location of Property: ---.l3,_~
House No.
Old or Pre-existing Building:
S \\ \ t"S'tS' A
Street
F \'S v,p ~~ ~Co '\: Ii:' c:> lbc..
~q Block '5'
( check one)
B\J
~.
Sou'thdci
Hamlet -
Owner or Owners of Property: \V\ D ~ '1
Suffolk County Tax Map No 1000, Section
Lot
Q~
Subdivision
Filed Map.
Lot:
Pennit No. _3 d (') Q.li-- Date.ofPermit.
Health Dcpt. Approval:
Applicant:
Underwriters Approval:
Planning Board Approval:
Request for:
Temporary Celiificate
Final Certificate:
( check one)
Fee Submillcd: $
~~ ~~~~.,~
A~a_~Signature
C;D ~ ')..$ J \
i1c / Jd..3;
T own Hall. 53095 Main Road
P. O. Box 1179
Southold. New Yo", 11971
Fax (516)765-1823
Telephone (516) 765-1802
OFFICE OF THE BUILDING INSPECTOR
TOWN OF SOUTH OLD
C E R T I FIe A T I
DATB:
Building Permit No. 3:l.cD'l
Owner: .&rV'ilvJS
(please print)
Plumber: 0~cJ( (,>-<S'~7
(please print)
It-vivkjl/t Ei f- H l- VVC
J Z~77-f
I certify that the solder used in the water supply system
contains less than 2/10 of 1% lead.
SUSAN J. NAGY
~~t~'Kts~~~o Slate 01 New Yor
Qualffied In Suffolk C
Commission Expires ~~~~o.01
L,
Signature)
Sworn to
/f~
before me. this
day of '
~#l/ /
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s;iL:C?
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,
,
Notary Public,
County
, ,
l!I.~l!I
I . BY THIS CERTIFICATE OF COMPLIANCE THE ? tj, - 5 - Z (. ~
~ NEW YORK BOARD OF FIRE UNDERWRITERS ~
~ BUREAU OF ELECTRICITY j) ~
~ .",,0' ~
~ 40 FULTON STREET - NEW YORK, NY 10038 r~\ V'-' I -'I ~
~ CERTIFIES THAT '1 \ z,D D / ~
I 0,"" '"" opp'""'''" of 0,"" wmi;e; 00",0 ~ I
~ BRIAN BROOKS ELEC. INC. DON BARROWS ~
~ BOX 1001, 455 BEEBE DR 1325 OLD SHIPYARD LANE ~
~ CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 ~
~ Located at 1325 OLD SHIPYARD LANE SOUTHOLD, NY 11971 ~
~ ~
~ Application Number: 3029494 Certificate Number: 3029494 ~
~ ~
~ Section: Block: Lot: Building permit3'J.DCl!- BDC: nS11, ~
~ Described as a occupancy, wherein the premises electrical system consisting of ~
~ electrical devices and wiring, described below, located inion the premises at: ~
~ Basement, First Floor, Outside, ~
~ ~
~ ~e~~~~.al ;:~ec~~onnd~~t~~e ~~em~~~~r~~e~~~ca~i~~stet~~ li~i~~~ret~ee~~~tri~:1 ~~:ic:sp;I~~a~~in~o~e th~n~~~~nt s~:~~i~~~ I
~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~
~ ~~~:ority having jurisdiction, and found to b~Ti~ C~a~Plian~~li~erew~ir~u~tn t~~De29th Day of June, 2007. ~
~ Miscellaneous ~
~ modular house ~
~ NY State approval #19-39307 ~
F.!I Mfg Apex Homes ~
~ serial #9436ABCD ~
~ Alarm and Emergency Equipment ~
~ Sensor 2 0 Carbon Monoxide ~
ij!I Appliances and Accessories ~
~ Air Conditioner 1 0 48.000 BTU ~
~WiringandDeVices ~
~ Outlet 6 0 Fixture ~
~ Fixture 6 0 Incandescent ~
F.!I Outlet 4 0 General Purpose ~
~ Receptacle 1 0 General Purpose ~
~ Switch 3 0 General Purpose ~
~ Receptacle 2 0 GFCI ~
~ Disconnect 1 0 60a Air Conditioner seal ~
~~~ ~
~ Continued on Next Page 1 of 2 ~
~ ~
~ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ~
l!I.l!I
@].@]
~ . BY THIS CERTIFICATE OF COMPLIANCE THE ?,f, - 5 - z;:" ~
I NEW YORK BOARD OF FIRE UNDERWRITERS I
~ BUREAU OF ELECTRICITY ~
~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~
~ CERTIFIES THAT ~
~ ~
~ Upon the application of upon premises owned by ~
~ ~
~ BRIAN BROOKS ELEC. INC. DON BARROWS ~
~ BOX 1001,455 BEEBE DR 1325 OLD SHIPYARD LANE ~
~ CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 ~
~ Located at 1325 OLD SHIPYARD LANE SOUTHOLD, NY 11971 ~
~ ~
~ Application Number: 3029494 Certificate Number: 3029494 ~
I Section: Block: Lot: hBUildingh perm3~ 061 'f I BDC: ns11 f I
@J Described as a occupancy, w erem t e premises e ectrlca system consisting 0 @J
~ electrical devices and wiring, described below, located in/on the premises at: ~
~ Basement, First Floor, Outside, ~
~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Ii!
~ herem, was conducted m accordance with the requirements of the applicable code and/or standard ~
~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~
@J authority having jurisdiction, and found to be in compliance therewith on the 29th Day of June, 2007. @J
~ Name OTY Rate Ratin!2 Circuit ~ ~
~ ] Phase 3W Service Rating 200 Amperes ~
~ Service Disconnect: I 200 cb ~
~ Meters: I ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
~ i
~ seal ~
~ ~
~ 2 of 2 ~
I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I
@].@]
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.
32004 Z
Date MAY
15, 2006
permission is hereby granted to:
M BARROWS
C/O S BISHOP 150 WATERVIEW DR
SOUTHOLD,NY 11971
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) AS APPLIED
FOR
at premises located at
1325 OLD SHIPYARD RD
SOUTHOLD
County Tax Map No. 473889 Section 064
Block 0005
Lot No. 026
pursuant to application dated MAY 15, 2006 and approved by the
Building Inspector to expire on NOVEMBER 15, 2007.
Fee $
840.00
,
/. /1
cv-:t~r.;, (.J.J.-
/ Authorized Signature
ORIGINAL
Rev. 5/8/02
.
..) )..oC'f t-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[~NDATION 1ST [
[ ] FOUNDATION 2ND [
[ ] FRAMING I STRAPPING [
[ ] FIREPLACE & CHIMNEY [
REMARKS:
/;J
DATE Y/W/O c.
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
./
,
INSPECTOR
lJ
.
~
3~t;-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] F.,9UNDATION 1 ST [
[ trFOUNDATION 2ND [
[ ] FRAMING I STRAPPING [
[ ] FIREPLACE & CHIMNEY [
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
4:. g 4:Y-J.
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./-
~J
DATE f~"
INSPECTO ,
3J-V&f~
~-
-
-
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [
[ ] ~UNDATIO [
[v1 FRAMING TRAPPING
[ ] FIREPLACE & CHIM [
REM~f: iii
WI"V).
,
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
~,~
DATE
INSPECTOR
3 .1--0 0 Lf- z-
TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST 0. ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: t~ ~)
LU ~ tI- fi rJ
0_ ()~
DATE J -7- ~o 7
~/?A ~
INSPECTOR ~:
"<3 1-00 ~
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
~ [~OUN~A~~S~E~]~~~PL~.
~)iAJ [ ] FOUNDATION 2ND [ ] INSULATION
~ [ ] FRAMING I STRAPPING [] FINAL
. [] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
(
REMARKS:
DATE
INSPECTOR
'"
'3)BO Vc-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ) FOUNDATION 1 ST
[ ) FOUNDATION 2ND
[ ) FRAMING I STRAPPING
[ ) FIREPLACE & CHIMNEY
[ ) RRE RESISTANT CONS1RucnON
o ~
REMARKS: .L
[ ) ROUGH PLBG.
[ ) I~LATION
[vr;INAL
[ ) FIRE SAFETY INSPECTION
[ ) FIRE RESISTANT PENETRATION
-=r- S;~ ~ \
~
INSPECTO
3 'J-o 0 tf ::z-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
[ ] FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUcnON
[ ] ROUGH PLBG.
[ ] INSULATION
~FINAL ~ ~
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENElRAnON
REMARKS: ~'
F~ ' ~ol\,
)
E~cJ-~~~
~ ! *~, c 01 ~ :T).S:~7),
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(, ~;).-) -0 7
DATE
INSPECTOR ~~
.;. -- ~~
FIELD fflSPECTION REPORT DATE COMMENTS
IJrnnlll t;,. r.~A ,g.,C ~ d--.~ / ~ ~
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FOUNDATION (1ST) / I 1'.., , "'/J )C:H1 )(0.,. / ;:::
) / ",y" ~ ' , "/1:7 ( \ '~a r.";/;, .CC ~
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FOUNDATION (2ND)
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lNSULATION PER N. Y.
STATE ENERGY CODE
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ADDffiONAL COMMENTS v
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TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.netfSouthold!
PERMIT NO.
3J. CxJ (1;
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Examined
.;j( (' ,20~
I dtS, 20~
(
Approved
Disapproved ale
Mail to:
Phone:
Expiration
air f:20..QL
I
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f/~~~
Buil ing Inspector
APPLICATION FOR BUILDING PERMIT
Date M IlU...H C.
,20~
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
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 South old, 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. .-?
---
:;ZSJ..-
gnature of applicant or name, if a corporation)
/
/SU J~IL"'-l/k<.J (J<. "\o,-"TI.<<';>'-O
(Mailing address of applicant)
f 1'771
,
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
!1'V{.70T / /S'UILOLY':"-
(
Name of owner of premises ;t1;1.<.-<..! lS<1klL,)W..s
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location ofland on which proposed work will be done:
1?,r9':'- OL.-b SI+1I"YJ1LK;J rLn
House Number Street
l!1"IlAW ~
CountY'Talt M~~gj'fho'd"l'! Section & 'i
SubdIVISIOn (--0"",::>4(.( cJ7l0TlO.r
(Name)
~'^ Tl4DLO
Hamlet
Block () S-
Filed Map No.
R'3V
Lot 02 4.
Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy V.Ac.I'l.vl La I
.
b. Intended use and occupancy
1tJ~ (;J,,)J/lt.U<A1o}c.l- Si.Jl:u/ M"-'I<-lf
,
3. Nature of work (check which applicable): New Building
Repair Removal Demolition
X Addition
Other Work
Alteration
(Description)
4. Estimated Cost
Fee
5. If dwelling, number of dwelling units _ /
If garage, number of cars ----::::~
(To be paid on filing this application)
Number of dwelling units on each floor
6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front
Height Number of Stories
Rear
Depth
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: F,ont L/3 I Rear
Height :? '1/ <J 1/ Number of Stories :;L
51)'
Depth ;;n I ~ I(
9. Size of lot: Front
"7!:>-
Rear
'7::;-
Depth / :;- ;J.
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? YES NO /--
- -
13. Will lot be re-graded? YESL NO_Will excess fill be removed from premises? YES_NOr-
14. Names of Owner of premises MI/rU/ &1.<-~.\w.f Address /07/9 sJ fIIw:r"'lu<oEhone No.
,
Name of Architect Address f'<J,<.T ST '-1.<"''', ?L.. Phone No
Name of Contractor ~""'1 6,S/-l'f -(..;, lVL<: -lr""''''''.....Address o/e fJi> """Ti>l-V,<w P.... Phone No. It" j--f., 7/7
A..w.o":.:.-A_~ K~c..) S<l...AntvL- Q
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO b
* 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 )
'1:-nJ ':;;( (tiJlN7' being duly sworn, deposes and says that (s)he is the applicant
(Name of indiv'uual signing contract) above named,
(S)He is the ~u",~ /,/7 1.1 """,LV
/ '
(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.
Swomto before me this
(() day of r---c. cd,
rONota~blic
20~
.0,/
,/"
c. .~
Signatu o~icant
f\s NoIIIy ~~~ew'rorll
No.OIWA6140448
, Qualified in Suffolk County
CommissIOn Expires )8" " . c5010
.
.
Permit Number
RE&heck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
RES check Software Version 3.6 Release I
Data fi lename: C :\Program Fi les\Check\REScheck\ 12235 .rck
PROJECT TITLE: QN-I2235
COUNTY: Suffolk
ST ATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached I or 2 Family
HEATING TYPE: Non-Electric
WINDOW / WALL RATIO: 0.16
DATE: 01/25/05
DATE OF PLANS: 1-25-05
PROJECT DESCRIPTION:
FUTURE SURROUNDINGS/BARROWS #2
DESIGNER/CONTRACTOR:
APEX HOMES, INC.
247 US HWY 522 N.
MIDDLEBURG, PA. 17842
COMPLIANCE: Passes
Maximum UA ~ 400
Your Home UA = 362
9.5<% Better Thml Code (UA)
Ceiling I: Flat Ceiling or Scissor Truss
Ceiling 2: Cathedral Ceiling (no attic)
Wall I: Wood Frame. 16" o.c.
Window]: Vinyl Frame:Double Pane
Windo\'Io' 2: Vinyl Frallle:Double Pane
Window 3: Vinyl Fralllc:Double Pane
Window 4: Vinyl Fralllc:Double Pane
Window 5: Vinyl Fralll..::Double Pane
Door I: Solid
Door :2: Glass
Floor 1: All-Wood Joisl/Truss:Over Unconditioned Space
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#1'......', 'FEB J 1\ HIlIJ
ft~ 10 ?'tlltJ
Gross
Area or
Perimeter
Glazing
Cavity Cant. or Door
R-Value R-Value l)-Factor.!lA
483
795
2337
93
30.0
30.0
19.0
17
27
116
0.350 33
0.350 15
0.370 I
0.350 II
0.370 33
0.250 6
0.360 43
60
0.0
0.0
0.0
43
4
31
88
22
119
1278
19.0
0.0
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 Yark State Energy Conservation Construction Code requirements. When a Registered Design
Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief, and
professional judgment, such plans or specifications are in compliance with this Code.
BlIilderlDesigner_Dj?~ t..J ~
Date i - 2.5-0S-
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STATE OF NEW YORK
DEPARTMENT OF STATE
4 1 STATE STREET
ALBANY, NY 12231-0001
GEOROE E. PATAK I
GOVERNOR
RANDY A. DANIELS
SECRET....Ry OF STATE
February 25, 2003
Mr. George Clark
Vice President of Operations
Apex Homes Inc.
247 US Highway 522 North
Middleburg, PA 18504
VIA FACSIMILE TRANSMITTAL
RE: M 1168-02-074
System approval - CONDITIONAL
Dear Mr. Clark:
Issued herewith, in response to your December 06, 2002 application for approval of a Detached One-
and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) System of Models is Factory
Manufactured Building Approval designated M 1168-02-074, as authorized under Part 1281 of the Uniform Fire
Prevention and Building Code.
Buildings manufactured under this approval are limited to installation on sites meeting the following criteria:
1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as
follows:
Seismic Design Category A, B, C for Detached One- and Two- Family Dwellings.
2. Calculations for snow drifting on lower roofs & sliding snow loading must be explicitly addressed for
each individual plan submission. Tabular loading values within the system (snow drift chart) must be
specified for each individual submission. The phm submission must include engineering data for
structural members which will address the increased loading within the drift area.
Supplemental Conditions of Approv:~
In addition, the conditions under which system approval is granted are:
LThe manufacturer is to submit to the Division a duplicate of the pennit set for each dwelling to be
installed in New York State. Each pennit set is to be sealed and signed by an architect or engineer
registered in New York State and is to bear that architect or engineer's certification that '''the plans and
specifications 01' the permit set are derived from and cunsbtenl with the plans and spcciticalions
associated with this approval on tile with the Division ami this comlitinnal a(lpruvallettcr." The
certifying architect or engineer may not be al1iliated or associated with the manufacturers quality
assuraoce agency. The following are specific requirements regarding the contents of the permit sel.
1,1, A set of drawings comprising at a minimum:
1.1.1 Cover sheet which contains information on:
- Project location
- Design criteria: listing of applicable design loads such as Ground Snow Load.
WWW.OOS.STATE_NY.US
E~MAIL: INFO@OOS,STATE,NY_US
RE;CYCU:O...,.E;R
Mr. George Clark
February 25, 2003
Page #2
.
Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc.
. Applicable building codes and design specifications
. Energy code information: statement by professional of compliance with Energy
Conservation Construction Code of New York Stote, 2002 Edition. Method of
compliance and pertinent documentation shall be provided.
. Occupancy classification
. Construction type classification
. General notes
- Index of drawings
- Manufacturer's title block
_ Certification, by design professional, of derivation from approved system set
drawings and this conditional approval letter
1.1.2 Elevations
1.1.3 Floor plans which convey the information on:
_ Required and provided light, ventilation, egress, window and door schedules
- Unambiguous identification of structural members
- Smoke detectors and GFCI Interrupt protection
1.1.4 Foundation plan
1.1.5 Building cross section with information on:
_ Building integration (module connections) details
- Location of required fire stopping
- Roof truss bracing and structural connections
1.1.6 Roof system
_ Special requirements addressed (such as sliding, drifting or unbalanced snow load
conditions)
1.1.7 Non-typical details (such as prow roof, cantilever beams, etc.)
1.2 Summary of references to system for selection of structural members.
1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York
State registered design professional.
2. The manufacturer will submit a weekly report summarizing (listing) all permit sets with information
about project location, production serial number, and NYS insignia number.
3.The manufacturer will promptly address the deficiencies of submittals.
4. The system conditional approval is subject to termination upon evaluation of compliance with the
provisions of the Uniform Code.
5. The Division will conduct quality control review of penn it set submittals to evaluate compliance with
the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will
be reported to Manufacturer name and are to be promptly addressed.
The approval is indicated by the New York State Department of State "Stamp of Approval"' placed on the
accompanying set of plans and by the qualifying letter dated February 25,2003
A copy of the tirst two pages of this letter shall accompany each set of plans submitted for a building permit
and be deemed a duplicate original.
George E. Clark, Ir.
Director
Division of Code Enforcement and Administration
enclosure
cc: PFS Corporation
02-074CALwpd
,
-*
STATE OF NEW YORK
DEPARTMENT OF STATE
4 I STATE STREET
ALBANY. NY 12231-0001
GEORGE E. PATAK'
GoVERNOR
February 28. 2005
RANDY A. DANIELS
SECRE'nUfY OF STA'l1!:
Mr. George Clark
Vice President of Operations
Apex Homes Inc.
247 US Highway 522 North
Middleburg, PA 18504
near Mr. Clark:
RE: RENEWAL M 1168-02-074
System' approval - CONDITIONAL
[n reference to your written request dated January 24. 2005, your urigmal approval dated February 25.
2003 to construct Factory Manufuctured Detached One- and Two-Family Dwellings and Multiple Single-
Family Dwellings (Townhouses) System of Mode[s is Factory Manufactured Building Approval desl!(nated M
1168-02"()74. as authonzed under 9 NYCRR 1209. This approval will remain in effect until "ebfllary 28, 200~,
unless sooner revoked, and i. subiect to renewal thereafter.
Buildings manufactured under this apprnval are limited to mstallation on sites meeting the followmg cntena;
t. The SeIsmIC Design Category as determined by geogl'aphlc iocatioll and 50il Site Cia.. IS limIted a5
follows:
SeISmic DeSIgn Category A. B. C for netached One- and Two-- Family Ilwelllngs.
2. Calculations for snow drifting on lower roofs & sliding snow loading must be explicitly addressed for
each individual plan submission. Tabular loading values within the system (snow drift chart) must be
specified for each individual snbmission. The plan submiSSIon must Include engineermg data for
structural members Wbich wili address tb~ IDcrcased loading ""thin tbe drift area.
Supplemental Conditions of Approval
In addition, the conditions under which system approval is granted are:
J . The manufacturer is to submIt to the Division a duplicate of the permit set for each dwelling to be
mstalled In New York State. Each permIt set is to be sealed and signed by an architect Or engineer
registered in New York State and is to bear that architect or engmeer' s certification that "the plans and
specifieations of the permit set are deriVed from and consistent with the plans and specifications
assoelated with this approval on tue with the Division and this conditional approval letter." The
certifyIng architect or engineer may not be affiliated or asSOCIated with the manufacturer's quality
assurance agency. The follOWing are specific requirements regarding the contents of the permIt set.
J . j. A set of drawings comprismg at a minimum:
I. 1.1 Cover sheet whiCh contains informatIOn on:
WWW.009.STATE.NY.US
E-MAIL:.INPO@DOS.STATE:.NV.US
.mvr:LG>.....~
,
Mr. George ClarK
February 25, 2003
Page #2
- Project location
. Design criteria: listing of applicable design loads such as Ground Snow Load,
SeismIC DeSIgn Category, Wind Speed. Live Loads. Dead Loads. etc.
- Applicable building codes and deSIgn specifications
. Energy code information: statement by profeSSIonal of compliance with Energy
Conservation ConstrllCt.on Code of NInV Yort Stale. 2002 Edition. Method of
compliance and pertinent documentation shall be provided.
- Occupancy classification
- Construction type classificatIOn
- General notes
- Index of drawings
- Manufacturer's title block
. Certification. by design profesSIonal. of derivation from approved system set
drawings and this conditional approval letter
I. 1.2 Elevations
1.1.3 Floor plans which convey the information on:
- Required and provided light, venlilation. egress, window and door schedules
. Unambiguous identification of structural members
- Smoke detectors and GFCI Interrupt protectlon
i.1.4 Foundation plan
I. j,5 Building cross section with information on:
- Building integration (module connections) details
- Location of required fire stopping
, Roof truss bracing and structural connections
1.1.6 Roofsystem
- Special requirements addressed (such as sliding, drifting or unbalanced snow load
conditions)
1.1.7 Non-typical details (such as prow roof. cantilever beams. etc.)
1.2 Summary of references to system for selectlon of structural members.
1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York
State regIstered design professional.
2. The manufacturer will submit a weekly report summarizing (lisling) all permit sets with mformation
about project location, production serial number, and NYS insignia number.
3.The manufacturer will promptiy address the deficiencies of submittals.
4. The system conditional approval is subject to termination upon evaluation of compliance with the
proVisIOns of the Uniform Code.
5. The Division will conduct quality control review of permit set submIttals to evaluate compliance with
the ahove conditions and with the proVISlOns ofthe Res/denhal Code of New Yort State. Deficiencies will
be reported to Manufacturer name and are to be promptly addressed.
The approval is indicated by the New York State Department of State "Stamp of Approval" placed on the
accompanying set of plans and by the qualifying letter dated May 19, 2005
A copy of the first two pages oftbls letter shall accompany each set of plans submitted for a building permit
.............-....." ~.. ',.
,/ .'. .
...
Ronald E. Piester, R.A.
Director
DiviSIOn of Code Enforcement and Administration
cc: PFS Corporation
02-074CAL. wpd
~.
I Commonwealth Land Titl surance Company
177 Old Country Road, PO ..ox 419
Riverhead, NY 11901-0203
Phone: 631-727-7760 Fax: 631-727-7818
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Commonwealth
Title No.:
Applicant:
Order Type:
RH80022569
JENNIFER B. GOULD, ESQ.
Informational
CONFIRMATION
Sales Rep: ROBERT GAFFGA
Date of Application: 9/20/02
Attorney for Buyer 01
JENNIFER B. GOULD, ESQ.
210 MAIN STREET - P.O. BOX 177
GREEN PORT, NY 11944
631-477-8607 Fax 631-477-2601
Attorney for Seller 01
LINDA M. DIETERICH, ESQ.
805 ROANOKE AVE. P.O. BOX 903
RIVERHEAD, NY 11901
631-369-3311 Fax 631-727-3575
Record Owner (per applicant):
TERESA COUTTS and DENNIS BANNON
Premises:
1325 OLD SHIPYARD ROAD, SOUTHOLD, NY 11971
District: 1000 Section: 064.00 Block: 05.00 Lot: 026.000
County: SUFFOLK
T/O: SOUTH OLD
TRANSACTION: SINGLE AND SEPARATE SEARCH
Survey Instructions: NONE
Additional Searches Ordered: NONE
WE ARE PLEASED TO CONFIRM YOUR APPLICATION FOR TITLE EXAMINATION AND INSURANCE. THE
EXAMINATION IS NOW IN PROGRESS. PLEASE CALL US WITH ANY SPECIAL INSTRUCTIONS OR IF
ANY CORRECTIONS SHOULD BE MADE IN THE INFORMATION DETAILED HEREIN.
THANK YOU.
IF THIS IS A REFINANCE WITHIN TEN (10) YEARS, YOU MAY BE ENTITLED TO A REDUCED PREMIUM.
CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS.
'Z.G
Confirmation
Commonwealth
A LANOAMERICA COMPANY
177 Old Country Road, P.O. Box 419, Riverhead, NY 11901
Phone: (631) 727-7760 Fax: (631) 727-7818
The New York State Insurance Department has approved an across-the-
board rate increase of 8.25% effective immediately. The increased
premiums must be collected on all transactions that close on or after
November 5, 2001, without regard to the date on which the application for
title insurance was received.
If you have any questions on this increase, please do not hesitate to contact
any of the parties listed below:
CLEARANCE DEPARTMENT
David Petrie
Vice President and Long Island Branch Manager
Margaret McCoy
Vice President and Long Island Counsel
Catharine King
Assistant Vice President and Office Manager
Robert Gaffga
Vice President and Senior Title Officer
SALES DEPARTMENT
Christopher McKeever
Michael Bidner
Tammy Sweda-Petrie
Lisa Fox
APPLICATIONS AND STATUS
RECORDING DEPARTMENT
Jennifer Olstrom
Sandra Kelliher
CLOSING/POLICY DEPARTMENT
Michele Orestis
PRODUCTION OFFICE
Vincent Sette
Vice President and Production Manager
Phone: (631) 232-3503 Fax: (631) 232-3617
o
Commonwealth
.lM<~tIOIoIl'O....
Title No.:
Applicant:
Applicant #:
Premises:
RH80022569
JENNIFER 8. GOULD, ESQ.
10000512
1325 OLD SHIPYARD ROAD, 50UTHOLD,
NY 11971
Date Printed:
Order Type:
Sales Rep:
County:
Closer:
October 1, 2002
Informational
R08ERT GAFFGA
SUFFOLK
Date of Closing:
Purchaser: TERESA COUTTS and DENNIS 8ANNON
FEE SHEET
ITEM AMOUNT ITEM AMOUNT
Fee Insurance $ 0.00 $ Recordina Fees $
Mortaaae Insurance $ 0.00 Deed -
Second Mortgage $ 0.00 Mortaaae -
Third Mortllalle $ 0.00 Satisfaction of Mortaaae -
Special Search 400.00 -
-
- -
-
Survey -
Departmental Searches -
Certificate of Occupancy
Street Report
Bankruotcy
Sewer Search
Housina and Buildina Transfer Taxes
Fire NYS Transfer Tax -
Emeraency NYC RPT -
Additional Taxes Mansion Tax -
Survey Inspection -
UCC's County -
UCC's State -
8.1 Environmental -
Waiver of Arbitration -
Condo Endorsement - Mortaaae Tax
- Mortaaaor -
- Mortaaaee -
-
Escrow Service Charae -
Escrow -
Soecial Deliverv -
-
- TOTAL CHARGES $
RECEIPTS
CHECKS PAYABLE TO Commonwealth Land Title Insurance Company (Circle One)
Buyer/Seller $
Buyer/Seller $
~~~~~ $
Buyer/Seller $
CHECKS PAYABLE TO OTHER THAN Commonwealth Land Title Insurance Company (Circie One)
Buyer/Seller $
Buyer/Seller $
Buyer/Seller $
TOTAL RECEIPTS $
'NOTE Rates & charges herein are subject to change based on the rates in effect at the time of closing.
177 Old Country Road, PO Box 419
File No.: RH80022569
Commonwealth Land Title Insurance Company
177 Old Country Road, PO Box 419
Riverhead, NY 11901-0203
Phone: 631-727-7760 Fax: 631-727-7818
o
Commonwealth
._~
SINGLE AND SEPARATE SEARCH
Effective Date: 08/25/2002
Title No. RH80022569
Commonwealth Land Title Insurance Company
DOES HEREBY CERTIFY TO:
THE TOWN OF SOUTHOLD
THAT it has caused a search to be made in the Office of the Clerk of the County of SUFFOLK, in the State of
New York, against the premises described herein and property adjacent thereto on all sides from 01/01/1983
to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent
thereto and has found only the returns as set forth herein on the following pages as they bear on record title;
and
Certifies that the owners of the premises described herein have owned the same in single and separate
ownership as defined by law during this period of time, except as otherwise shown herein.
This Company's liability is limited to Twenty - Five Thousand ($25,000.00) Dollars.
NO policy of insurance is to be issued hereunder.
Premises:
1325 OLD SHIPYARD ROAD, SOUTHOLD, NY 11971
District: 1000 Section: 064.00 Block: 05.00 Lot: 026.000
County: SUFFOLK
T /0: SOUTHOLD
Commonwealth Land Title Insurance Company
11,;/ fA
VINCENT SETTE
BRANCH MANAGER
BY:
Title Number: RH80022569
Dated: 10/02/2002
Single and Separate Search
T020015NY (07/00)
CHAIN OF TITLE FOR SUBJECT PREMISES:
File No.: RH80022569
District: 1000 Section: 064.00 Block: 05.00 Lot: 026.000
Deed
Silas A. H. Dayton
to
Founders Estates, Inc.
Deed
Founders Estates, Inc.
to
The New York Trust Company & William C. Mayer,
as Executors of the l/W/T of Mary L. Dayton
(late of Southold)
Deed
The New York Trust Company & William C. Mayer,
as Executors of the l/W/T of Mary L. Dayton
to
William J. Diehm & Catherine Diehm, his wife
dated 04/23/1927
recorded 05/07/1927
Liber 1267 page 297
dated 06/04/1957
recorded 06/05/1957
Liber 4309 page 567
dated 10/02/1958
recorded 10/08/1958
Liber 4526 page 268
NOTE: William J. Diehm died 05/05/1977 a resident of Pinellas Park, Florida. No proceedings found in the Suffolk
County Surrogate's Court. No recorded Release of Estate Tax can be located.
Deed
Catherine M. Diehm
to
Lorraine DeAlbertis
4
Deed
Lorraine DeAlbertis
to
Lorraine DeAlbertis & Patricia Ann Coutts,
as Tenants in Common
common2ea't Land Title Insurance Company
~_~.~._-r 11/#
BY: y~ ~
VINCENT SETTE
BRANCH MANAGER
Single and Separate Search
dated 09/13/1977
recorded 09/27/1977
Liber 8315 page 144
dated 10/05/1988
recorded 10/19/88
Liber 10716 page 355
Nancy A Lang
Notary pubrrc, 01 New Yale
No. 4984119
^.._".<::_..... ,_ "'".___II.__--.L..
n. ./7
File No.: RH80022569
NOTE: Patricia Ann Coutts died testate, Suffolk County Surrogate's Index #1205P1995.
Deed
Lorraine DeAlbertis, Scott Coutts & Benjamin Coutts
to
Teresa Coutts
Deed
~rL - ~~'
to
Teresa Coutts (as to a 99% interest) &
Dennis Bannon (as to a 1% interest)
dated 10/07/1999
recorded 11/01/1999
Liber 11988 page 113
'~
recorded 04/05/2001
Liber 12111 page 736
STATE OF NEW YORK )
)ss:
COUNTY OF SUFFOLK )
VINCENT SETTE, being duly sworn, deposes and says:
That he is an Officer of Commonwealth Land Title Insurance Company, That the above is a true Chain of Title
of the subject premises as shown on the variance search under the above captioned title number.
::~monZ;Nce Company
VINCENT SETTE
BRANCH MANAGER
Single and Separate Search
Subscribed and Sworn to
his 2"" day of October, 2
Not~1
Notary Public, Stale of New York
No. 4984119
t'"\"",I;f'i",~;... C,."",,'''' t"'....,.nh, .1'1._. ""
File No.: RHS0022569
A5 TO PREMISES ADJACENT NORTH:
DISTRICT 1000 SECTION 064.00 BLOCK 05.00 LOT 025.000
Deed
Founders Estates, Inc.
to
Henry A. Goldsmith & Everett T. Goldsmith d/b/a
Goldsmith Brothers
dated 10/31/1949
recorded 12/13/1949
liber 3026 page 383
Deed
Henry A. Goldsmith & Everett T. Goldsmith d/b/a
Goldsmith Brothers
to
dated 04/17/1959
recorded 04/20/1959
liber 4615 page 173
John DeAlbertis & Lorraine E. DeAlbertis, his wife
NOTE: There is no recorded from John DeAlbertis & Lorraine E. DeAlbertis into the grantors recited in Deed liber
12134 page 133.
Deed
Scott Coutts, Benjamin Coutts & John A. DeAlbertis
to
Teresa M. Coutts
:;. dated 06/14/2001
recorded 08/06/2001
liber 12134 page 133
Subscribed and Sworn to
VINCENT SnTE
BRANCH MANAGER
Notary P~liC La~
NoIaJy PublIc, smm of New VOIle
No. 4984119
BY:
Single and Separate Search
File No.: RH80022569
CHAIN OF TITLE FOR PREMISES ADJACENT EAST:
DISTRICT 1000 SECTION 065.00 BLOCK 01.00 LOT 006.000
Deed
Jonathan T. Overton & Ollie M. Overton dated 08/22/1952
to recorded 09/05/1952
Antonio Dattolo & Jennie Dattolo, his wife Liber 3403 page 16
NOTE: No proof of death for Antonio Dattolo can be located in the Suffolk County Surrogate's Court. Release of
Estate Tax recorded in Liber 44 page 334 states decedent died in Florida.
Deed
Jennie Dattolo
to
Robert Petross & Alice M. Petross
dated 09/19/1961
recorded 09/25/1961
Liber 5053 page 25
Deed
Robert Petross & Alice Petross, his wife
to
Stanley Poliwoda & Evelyn Poliwoda, his wife
dated 11/06/1965
recorded 11/18/1965
Liber 5861 page 289
Deed
Stanley Poliwoda & Evelyn Poliwoda, his wife dated 05/31/1974
to recorded 05/31/1974
Karl E. Moore & Mildred M. Moore, his wife Liber 7647 page 129
NOTE: No proof of death can be located in the Suffolk County Surrogate's Court for Karl E. Moore.
Deed
Mildred M. Moore, Surviving Tenant by the Entirety
to
William D. Moore & Patricia C. Moore, his wife
dated 07/06/1990
recorded 07/16/1990
Liber 11103 page 5
/} --
Subscribed and Sworn to
Commonweal h Land Title
BY:
VINCENT SETTE
BRANCH MANAGER
Single and Separate Search
Notary Public
NancY A 9
NolaIY Public, State 01 New Yo
__ ~_.......n -
File No.: RH80022569
CHAIN OF TITLE FOR PREMISES ADJACENT EAST:
DISTRICT 1000 SECTION 065.00 BLOCK 01.00 LOT 007.000
Deed
William S. Kaminski & Alberta B. Kaminski
dated OS/21/1951
recorded OS/28/1951
Liber 3220 page 144
to
Casmino Liotta & Nancy Liotta, his wife
Deed
Casmino Liotta & Nancy Liotta
to
Nancy Liotta
dated 02/15/1961
recorded 03/20/1961
Liber 4966 page 303
Deed
Nancy Liotta dated 08/07/1961
to recorded 08/09/1961
Joseph Lawry & Elizabeth Lawry Liber 5030 page 445
NOTE: No proof of death for Elizabeth Lawry can be located in the Suffolk County Surrogate's Court.
Deed
Joseph Lawry, Surviving Tenant by the Entirety dated OS/23/1997
to recorded 06/03/1997
Robert Lawry Liber 11833 page 558
NOTE: The party of the first part reserves a Life Estate in the subject premises "for the duration of his natural
life".
BY:
2.
Single and Separate Search
Nota~.Il'i.ang
~No Public"; SlaIe of New YorIc
_ .4984119 n
File No.: RH80022569
CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH:
DISTRICT 1000 SECTION 064.00 BLOCK 05.00 LOT 027.000
Deed
Henry A. Goldsmith & Everett T. Goldsmith d/b/a
dated 02/02/1954
Goldsmith Brothers
recorded 02/08/1954
to
Liber 3650 page 53
Vir9inia M. Gohier
Deed
Virginia M. Gohier
dated 01/19/1959
to
recorded 01/21/1959
Alphonse K. Gohier & Virginia M. Gohier
Liber 4576 page 231
NOTE: Alphonse K. Gohier died 05/18/1983. No proof of death can be located in the Suffolk County Surrogate's
Court.
Deed
Virginia M. Gohier, Individually & as Surviving Spouse
dated 03/24/1997
of Alphonse K. Gohier
recorded 04/09/1997
to
Liber 11824 page 658
Paul W. Baker & Linda S. Baker, Husband & Wife
nd Title Insurance Company
Single and Separate Search
Notary P!l!ll~ A g
Notary pu lie, State 01 New V
No. 4984119
........._1:.1::......& In c.dfnI1c r..nunl.v
---
BY:
VINCENT SETTE
BRANCH MANAGER
File No.: RH80022569
CHAIN OF TITLE FOR PREMISES ADJACENT WEST:
"SHIPYARD ROAD"
STATE OF NEW YORK
)ss:
COUNTY OF SUFFOLK )
VINCENT SETTE, being duly sworn, deposes and says:
That he is an Officer of Commonwealth Land Title Insurance Company, That the above are true Chains of
Title of the adjoining premises as shown on the records of the Clerk of the County of Suffolk and the Variance
search under the above captioned title number.
commonw~,.,....nd Title Insurance Company
BY: ~4~ JJ$
VINCENT SETTE
BRANCH MANAGER
Subscribed and Sworn to
nd day of October 2
Single and Separate Search
Notary Public
Nancy A Lang
Notary Public, State of NE'W YOlk
No. 4QA.d 11 a
Co - d!:J -0"7
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~6 ~~ ~"uij-
11 a ''i ;; k)::e ( S 0:l14'1.J2 he{tt m..p ,
fj Qrf'OCU s;
SUSAN K TOOKER
NOTARY PUBLIC, State ot New York
No.01T05078120
OUdlified in Suffolk County
Commission Expires May I '1 ) 20 l [
,. l.ftR SON
DES~
GROUP
Architects. Enoineers . Survevors
JOB Apex Homes, Inc. QN-12235/ NY
SHEET NO.
CALCULATED BY
LOG: 6314-008
OF
BDJ DATE
DATE
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3/1/2005
P.O. Box 487. Williamsport, PA 17703-0487
Phone (570) 323-6603 . FAX (570) 323-9902
CHECKED BY
SCALE
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All applicable revisions to the drawings have been completed as requested.
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!!~ I
+1 ITEM NO. ,COMMENT RESPONSE
1-1 1 .~An addi;ional wind load for the exposed height of the front wall of the sunroom
I has been incorporated into the design.
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An additional wind load for the clerestory wall has been included in the design
calculations for the rear 2 story portion of the home. See pages 103 and 112
instead of 67 and 73 which are for the front 2 story section.
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1) The calculations for the wind girt in the living room now include the roof
load as well as the floor load
3
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2) The location of the wind girt has been included.
. _._----
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3) Fasteners have been designed and included for the wind girt and drag struts.
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4) The floor opening in the dining room meets the WFCM floor opening
requirements according to the finished floor plan dimensions. Thus, a wind
girt and drag strut are not required. See sheet 2 of 137.
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New York State Department of State, Division of Code Enforcement and Administration
Review of Factory Manufactured Housing System
Review of documents submitted on: 2/14//05
MANUFACTURER:
APPLICATION No. :
MODEL:
APPLICATION TYPE:
Apex Homes
A12235
AI2235
Review dated: 2/25/05
Page 1 of 2
OCCUPANCY CLASS:
Al
110-120 mph wind zone
In responding to comments, please use the item key on this form. Indicate clearly in your response the location of
changes made on the drawings or in the QC Manual. This will expedite our review of the re-submission.
CODE
SECTION
ALL GENERAL
AlA
ITEM
NO:
SYSTEM DRAWINGS SET
COMMENTS
Reflect all required engineered elements shown in the calculations manual,
on the building plans
2
The engineer of record must provide engineered design attesting to the
structural stability of the building portions which are outside of the
parameters of the Manual.
Reference the floor openings which do not meet floor opening aspect ratio.
Please clarify the location, position and the fastening schednle of the Wind
Girts in the rear great room wall.
3 Provide building sections for all typical construction types. Section @
sunroom has not been provided.
CALC.
SHEET
NO;
CODE
SECTION
35,43 of
137
IUS ,-
.fi7 ' 73
of 137
2
3
1-3 of
Drag
struct
design
20f5
Wind
Girt
design
CALCULATIONS MANUAL
COMMENTS
I
Load bearing wall of sunroom exceeds the 10'-0" allowable.
Additionally, wind exposure on the high end of the wall would equal required
floor load of285plfx 2, due to exposure height.
The same is true of the clerestory window wall @ the Living room.
There is no accounting for the additional wind load on the clerestory wall above
the Living room.
Wind Girt and Drag Strut design, engineering calculations mannal.
Please provide the following;
1.) The calculations for the wind girt at Living Room, wind (shear) loads are
shown representing the (wind) loads imposed at the floor level only.
Are not the wind loads at the upper roof area also counteracted by the wind girt?
2.) Please specific dimensional (height) location of all structural elements.
3.) Fastener specification is required for both drag struct and wind girt at Living
room area. No fastener specification is provided.
4.) Dining room area exceeds the parameters of the WFCM for allowable floor
openings, and requires engineered design for this area. Most likely, both drag
struct and wind girt will be required in this area as well.
New York State Department of State, Division of Code Enforcement and Administration
Review of Factory Manufactured Housing System
Review of documents submitted on: 2/14//05
Review dated: 2/25/05
Page 2 of 2
CALC.
SHEET CODE ITEM CALCULATIONS MANUAL
NO. SECTION NO. COMMENTS
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QN-12235/NY
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2840-CUSTOM 2 STORY
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IF UNIlERSIllE IF AIIF
2><
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Sl-EATHJNG
7116' OSI
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2)(10 .xn:STS AT 16' o.c:.
... P~D CONCRETE FUJlR
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SILL S[,\LER
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LOAD 725 Ib
... PERORATED DRAt
ARtlJND nXJTlNi
PERIMETER
IN ... 2.
STCN: BED
BASEMENT rCUNDATI[)N 'WALL
ON SITE BY OTI-ERS. SEE roUNDATI[JII DEl AILS
BASEMENT S1 AIRS ARE OCSlGED BASED ON
12 COARSE BASEK:NT 'WALL VlTH FUIIi
PDJRED DolTD rllDT]NGS AS SI-IJ'w'N. IT SHALL
BE THE RESPONSIBILITY tF THE BUILOCR
TD Ihfl:RM APEX HOMES IF THIS APPLICATJDII
IS DEVIATED FRtM.
t<<lTE' ALL EQUJPt€NT, IU:T 'JORK, CHIIooI'€YS, AND EXHAUST IU:TS PROVIDED L
INST ALLED ON SITE IN..ESS SPECIrJED
ALL VAPOR BARRIERS INSTALLED ON 'WINTER '-'ARM SIDE
REFER TO SlIMHARY PAGES FOR HCLDDDIJNS AND STRAPPING
@
.,/ Tel' P.&Ir OF
./ZPEX PERFECTION
HONES, IJVe.
2840-CUSTDM 2
SUN ROOM CROSS
STORY
SECTION
DIJP
1-25-05
LAYERI
SH3/rp3
rIUl'O
12235CR
DRAVN :J'l'.
MTE'
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 03/06/06
Receipt#:
Transaction(s):
1 1
Reference
3571
Total Paid:
Septic Permit - Construct - Resid.
Check#: 3010
Name: Bishop, Stacey L
Future Surroundings Modular Homes
150 Waterview Dr.
Southold, NY 11971
Clerk 10: MICHELLE
3010
Subtotal
$10.00
$10.00
Internal 10: 3571
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SURVEY OF
LOT 112
MAP OF
FOUNDERS ESTATES
riLE No. 1134 rilED llAY 10, 1927
SITUATED AT
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-64-05-26
SCALE 1 "=30'
OCTOBER 22, 1999
SEPTEMBER 8. 2000 REVlSED PROPOSED HOUSE
SEPTEMBER 19. 2000 REVISED PROPOSED ORIVEWAY LOCATION
OCTOBER 9. 2002 UPDATE SURVEY
OCTOBER 29. 2003 ADDED PROPOSED SITE PLAN
JULY 19. 2004 ACOED WATER SUPPLY'" SEPTIC LOCATION NOTES PROVlOED BY OTHERS
AUGUST 30, 2006 rOUNDATION LOCATION
JUNE 27 2007 FINAL SURVEY
JULY 28. 2007 ~HOW RUOCATED WATER UNE
AREA = 11,353.30 sq. ft.
0.261 ac.
& ~
'"
:>
t. 8
~ 2;:518
~Oli?e
c:>~~ .
9::~"'1
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CERTIFIED TO:
MARY E. BARROWS
COMMONWEALTH LAND TITLE INSURANCE COMPANY
TITLE No. RH8008-2569
ffJ
~
"
"-l
a=
1. n.ooo ZONE lNf1)RWAllON TAKEN F1tOW:
FLOOD INSURANCE RATE IMP No. 3I103C0tll G
ZONE IE; BASE FLOOD EUYATlONS DETERIlINEI>
ZONE x.: AREAS OF' 500-YEAR FlOOD; NIEAS OF 100-'l'VII FLOOD WllH AVERAGE
DEPTH OF LESS 1KflI 1 FOOT OR wnH [lItMW;:[ MfAS LESS 1IW<l
1 SQU,t,RE la.E; Nm AREAS PROTECTED BY LE.\'EfS fROW loti-YEAR R.OOO.
ZONE X: AREAS DETERYNED TO BE 0lJI'SI)[ 500-'YDR Fl..OOIlPl.M4.
2. HOlIS[ OFFSETS ARE TO routfDATION
SEPTIC SYSTEM TIE DISTANCES
UNAUTHORIZED ALlERA,1l0N OR ADOmON
TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 OF THE NEW YORK STAlE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAl Stw...L NOT BE CONSIDERED
TO BE A VAlID TRUE COPY',
CER11FlCATlONS INDICATED HEREON SHALl RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED. AND ON HIS BEHAlF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTlnmON USTEO HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTl-
TImON. CERTIFlCA1l0NS ARE NOT TRANSFERABLE.
----
COVER HOUSE CORNER.A" HOUSE CORNER-S"
SEPTIC TANK IS' 38'
OUTLET COVER
CESSPOOL 1 25' 46'
CESSPOOL 2 30' 34'
CESSPOOL 3 34' 20'
THE EXISTENCE or RIGHTS or WAY
AND/OR EASEllENTS or RECORD. Ir
ANY, NOT SHOWN ARE NOT GUARANTEED.
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TfTL.E SURVEYS /IS ESTABUSHED
BY THE L1.A.LS. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
llTL...E /lSSOCIA1l0N.
Nathan Taft Corwin III
Land Surveyor
,
Title Surveys - Subdivisions - Site Plans - Construction Layout
Lie. No. 50467
PHONE (631)727-2090
omcES LOCATED AT
322 Roanoke Avenue
Riverheod, New York 11901
Fax (631)727-1727
MAlUNG ADDRESS
P.O. Box 1931
Riverheod, New York 11901-0965
..
UTURE SURROUNDINGS/BARROwS #2
""1"1 1,1 r.nNNrr.TTnN<;
DINING" KITCHEN. ROO, TO 1ST STORY WALL
V!THIN 6'-0' O. COI<!N(I( - RAnER TO PLATE TO STUD
USP STI<UCTURAL CONNECTOR R110 l! 16' D.C. VITH (6) Bd 1N RArTER,
(8) 801 NAILS IN PLATE, AND (6) 801 NAllS IN STUD
NOT VI THIN 6'-(1' OF CORNER - RArTER TO PLATE TO STUD
USP STRUCTURAL CONNECT~ RHO @ 32' D.C. ....ITH (6) 801 NAILS IN
RAtTER, (8) Bd NAILS IN PLATE, AND (6) 801 NAILS IN STUD
DINING L KITCHEN. 1ST STORY MODULE TO rOLNDATION
STUD TO MASONRY / CONCRETE
USP STRUCTlJ;:AL CONNECTOR MSTAM36 @ 48' D.C. IJITI-l (13) IOd NAlLS
INTO STUD "'''-ID (8) 1/4 K 2 1/4 TnEN MASONRY seRE......S IN
.OLlNDAlION 'WALL
SUN RlJ[JIo1' Roor TO 1ST STORY 'WAll
'WITHIN 6'-0' OF CORNl:R - RAftER TO PLAT[ TO STUD
US? STRUCTURAL CONNECTOR RTlO @ 16' D.C. VITH (&) 80' NAILS IN
RArT(R, (8) 801 NAllS IN PLATE. AND (6) 801 NAILS IN STUD
NIlT \I!THJN 6'-0' Dt CORNER - RAfTER TO PLATE TO STUD
USP STRUCT~AL CONNECT~ RTlO Ii! 32" D.C. .....IT., (6) ed NAlLS IN
RAfTER" (8) ad NAILS IN PLATE, AND (6) ad NAILS JN STUD
SUN RIX)ol, 1ST STORY MODULE TO .OUNDATlON
STUD TO MASONRY I CONCRETE
USP STRUCTURAL CONNECTOR MSTAM36 l! 4e" D.C. \lITH (3) lad NAILS
INTO STUD AND (8) 1/4 )< 2 1/4 TITEN MASONRY seRE'WS IN
.OUNDATlON 'WALL
2 STORY' lST STORY MODULE TO .OUNDATlON
STUD TO I4A.SQNRr I CONCRETE
USP STRUCTURAL CONNECTOR HSTAM36 @ 48' D.C. VITH (3) lad NAILS
INTO STUD AND (6) 1/4 )< 2 1/4 TITEN MASONRY SCRE'WS IN
f'"OLNDATlON VALL
:C::1-I.AJl'WAff ASSF"MRI I'
DINING L KITCHEN
EXTERIOR PANeL
7/16' OSB \lITH 8d NAILS l! 6' D.C. PANEL EDUE NAILING
INTERIOR SHEAR\lALl II
EXTERIOR PANEL
7/16' OS! \lITH Sd NAILS ,
INTERIOR PANEL
7/16. OS! \11TH 8d NAILS "
SUN ROOM
EXTERIOR PANEL
7/l6' OSB \lITI-I Sd NAILS @
INTERIOR SI-IEARVALL .2
EXTERI[JR PANEL
7/16" OS! \11TH Sd NAILS @
JNTERI[JR PANEL
7/16" OSB \11TH ad NAILS l! 3' D.C. PANEL EDGE NAILING
f'"RONT 2 STORY
7/16' OSB \lITH Sd NAILS @ 4" D.C. PA~L EDGE NAILING
REAR 2 STORY
EXTERIOR PANEL
7/16' OS! .....ITH Sd NAILS Ii! 6' D.C. PANEL EDG( NAILING
TDXl4
AT f'"LR
TDX2
AT CLG
~
=
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.
" C<. '''''''L EIlGE NAILING
.
6.0.C. PANEL EDGE NAILING
" D.C. PANEL EIlGE NAILING
SH.ATH1Nr.
DINING L KITCHEN. ROO.
7/16' oss VITH BLOCKING \11TH ad NAILS Ii! 6' O,C. PANEL EDGE NAILING
AND S' O.C. AT INTERMEDIATE SlF'PORTS (BLOCKED>
DINING L KITCHENt \lAlL (NON SHEARVALLl
7/16" OS! VITH ad NAILS @ 6' O.C, PANEL EDGE NAILING AND l2' DC
AT INTERMEDIATE SUPPORTS
D1N1NG L KITCHEN- f'"LOOR
1';;3Z' ass .....ITH 8d NAILS Ii! 6" D,C. PANEL EDGE NAILING AND 12" O.C.
AT INTERIo1EDlATE SUPPORTS
SUN ROOM. ROOf"
7116" OSB ....ITH ad NAILS Ii! 6' O,C PANEL EDGE: NAILING AND S" O.C AT
INTERMEDIATE SUPPORTS
SUN ROOH, ....ALL (NON SHEARVALU
7/16" oss VITH ad NAILS @ 6' D.C PANEL EDGE NAILING AND 12" O,C
AT INTERMEDIATE SUPPORTS
SUN RO[]M. .lOOR
19/32" OSS VIn-1 !ld NAILS @ 6' D.C, PANEL EDGE NAILING AND 12" D,C
AT !NTERMEDlATE SUPPORTS
.RONT 2 STORV, IJALL (NON S~EARVALLl
7/16" OSB \lITH Bd NAILS @ 6" D.C. PANEL EDGE NAILING AND 12" DC
AT INTERMEDIATE SUPPORTS
.RONT <' STORY, .LooR
19/32" OSB ',11TH Bd NAILS @ 6' O.C, PANEL (DG( NAILING AND 12" DC
AT [NTERMEDIATE SUPPORTS
REAR Z STORY. IJAlL (NON SHEARVALU
7/16" OSB .....n~ Bel NAILS @ 6" D.C. PANEL EDGE NAILING AND 12" DC
AT INTERMEDIATE SUPPORTS
REAR 2 STORY, rlOOR
19/3Z" OSB VITH Sd NAILS @ 2 I/Z" D.C, PANEL [DG( NAIUNG AND 12"
O.C, AT INTERMEDIATE SUPPORTS (BLOCKED)
~-SHEAR""'All LOCATIDN
Iil-HOLDDOVN LOCATION
~ ~TDXI"
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MAIN HOUSE. 1ST STORY MODULE TO SIll PLATE
USP MP4. I 32' D.C. TYPE 1 INSTALLATION VITH (6) Sd NAILS IN
PERIMETER AND (6) Sd NAILS INTO SilL PLATE
REAR Z STORY, 1ST STORY MODULE TO SILL PLATE
USP MP4f'" I 12" D.C. TYPE 1 INSTALLATION ....ITH ((,) ad NAILS IN
PERIMETER AND (6) Bd NAllS INTO SILL PLATE
INTERIOR SHEAA.....ALL "I &. .2, 1ST STORY MODULE TO SilL PLATE
USP MP3" Ii! .." o.C. VITI-! (4) Bd x I 1/2' NAilS IN .LOeJ< JOISTS
AND (4) Bd x I IIZ' NAllS IN SILL PLATE
MAIN HOUSt:, SILL PlATE TO f'"OUNDATION
3/..' DIA. ANCHOR BIlL TS I 3'-0' D.C. 'WITH 12" MINIMUM EMBEDHENT
IN CONCRETE OR 1S' Io1INIMUM EMBEDMENT IN MASONRY
INTERIOR SHEARVALL .1. SILL PLATE TO .OUNDATION
3/4' DJA. ANCHOR BOlTS I 1'-4' O,C, VITH 12' MINIMUM EMBEDIo1ENT
IN CONCRETE OR IS' MINIMUM EMBEDI'4ENT IN MASONRY
nv.RTlINING r:rlNN.r:TlrlNS
DlNINti L KITCHEN' 1ST STORY SI-!EAR'WALLS TO mUNDATlON
USP I-!l:1.DDOVN TDX2 VITI-! (2) S/S' DIA. BOLTS !N EACH 2x6
DOUBlE STUD AND (1) S/S" DIA ANCHOR BOLT 'WITH 12" MINIMUM
EMBEDMENT TN CONCRETE DR IS" MINIMUM EMBEDMENT IN MASONRY
SUN RO[]M, 1ST STORY SHEARVALLS TO .OUNDATION
USP HCLDDOVN TDXZ .....ITH (Z) S/8' DIA, BOlTS IN EACH 2x6
DOUBLE STUD AND (I) 5/S' 0114, ANCHOR BOL 1 VIT~ 12' MINIMUM
EMBEDMENT IN CONCRETE OR IS" MINIMUM EMBEDMENT IN MASONRY
.RONT Z STORY, 1ST STORY S~EAR""ALLS TO .OUNDATION
USP HOLDDO.....N TDX10 ....IT., (o1) 1IS' 0114 BOL TS IN (AC~ 2><6
TRIPLE STUD AND (1) 7/S' DIA, ANCHOR BOLT ....ITH 12' MINIMUM
EMBEDMENT IN COt4CRETE 01< 15" MIN1MUM EMBEDMENT IN MASONRY
REAR Z STORY. 1ST STORY SHEAR'WALLS TO .OUNDATION
USP ~OLDDOVN TDXI4 V111-1 (4) I" DlA, 1l0L TS 1N EAC~ 2><6
QUADRlF'LE STUD AND m I" DIA ANCHOR BOLT VITH 12' MINIMUM
[:MB(DIoENT IN CONCRETE OR 15" MINIMUM EMBEDMENT IN MASONRY
INTERIOR SHEARVALL III' 1ST STORY SHEAR VALLS TO .OUNDATION
USP HOLDDQVN TDXIO \11TH (4) 718' DIA, SOl TS IN EACH Z><6
TRIPLE STUD AND (1) 7IS' DIA. ANCHOR BOLT ....ITH 12" MINIMUM
EMBEDMENT IN CONCRETE: OR 15" MIN1MUM EMBEDMENT IN MASONRY
INTERIOR SHEARVALL 112' 1ST STORY SHEAR VALLS TO .OUNDATlON
USP Hl:1.DDO\lN TDXl4 .....ITM (4) I" DIA. BDL TS IN EACH 2><6
QUADRuPLE STUD AND (1) I' DIA ANCI-lOR SOL T \JITH 12' MINIMUM
EMBEDMENT IN CONCRETE OR 15' MINIMUM EMBEDMENT IN MASONRY
2840-CUSTON 2 STORY
1st STORY HIGH wIND FASTENING
DATE,
'''~N "
KB/MM/JRS
D'.'P
S'"'I/M01
1-25-05
....
.,'
FUTURE
SURROUNDINGS/BARRO~S
IIPI In r:nNNf"rnnNS
fRONT 2 STORY, Roar TO 1ST STORY VALL
RAfTER TO PLATE TO STUD
USP STRUCTUR:AL CONNECTOR IHID @ If," O,C VITH (6) 8d NAllS 1N
RAFTER, (8) ad NAILS IN PLATE, AND (6) 8d NAilS IN STUD
fRONT 2 STORY' 2ND TO 1ST STORY VALL
'WITHIN 6'-0' or CORNER - STUD TO STUD
usp STRUCTURAL CONNECTOR RS200 e 16' D,C VITH (18) Bd NAILS
(9 IN EACH STUD)
NOT \oIIHHN (,'-0' O. CORNER - STUD TO STUD
uSP STRUCTURAL CONNECTor< R5200 @ 32' O,C vITH (Ie) 8d NAILS
(9 IN EACH [ND)
REAR 2 STORY, Roor T[I 1ST STORY VAll
RAFTER TO PLATE TO STUD
U$P STRUCTURAL Cl:l*!ECTOR RTlO e 16' D.C, vITI-< (6) Bd NAllS IN
RAn!;:R, (8) Bd NAILS IN PLATE, AND (6) 8d NAILS IN STUD
REAR 2 STORY' 2ND TO 1ST STORY VALL
IJITHIN 6'-0' OF CORNER - STUD TO STUD
U$P $TRUCIlM<!AL CONNECTOR 1<$200 e 16' D,C 'WITH (18) ad NAILS
('3 IN EAC," STUD)
NOT \lITHlN {;'-O' !:IF CORNER - STUD TO STUD
USP STRUCTURAL CONNECTOR RS200 l! 32' D.C. \lITH (18) ad NAllS
('3 IN EAC~ END)
~HrARVAI I A~~r~RI y
rR[JIlT 2 STORY, 2ND STORY VALLS
E:XTE:RICR PANEL
7116' OS! 'WITH ad NAILS l! 6' O.c PA~L EDGE NAILING
REAR 2 STORY' ZND ST~Y VALLS
EXTERIOR PANEL
7/16" OS! 'WITH 8d NAILS Ii! {;" O.c PAl>EL EDGE NAILING
"""'"""'"
MAIN ~OUSE' RODr
7/16' OS! 'WITH ad NAILS Ii! {;' O,C PANe:L EDGE NAILING AND S'
D.C. AT INTERMEDIATE SUPPORTS
MAIN HOUSE, "'ALL (NON SHEAR"'ALU
7IlS' OS! "'ITH Sd NAILS Ii! {;" O.c. PANEL EDGE NAILING AND 12'
D.c. AT INTERMEDIATE SUPPORTS
FRONT 2 STORY, FLOOR
1'3/32' OS1I "'ITH ad NAILS Ii! 6' o.c. PANEL EDGE NAILING AND 12'
D.C. AT INTO/MEDIATE SUPPORTS
R(AR 2 STORy, FLOOR
1'3/32' OSB "'IH ad NAILS Ii! 2 l/2' D.C. PANEL EDGE NAILING AND
12' D.C. AT INTERl4EDIAT( SUPPORTS
st IDlN('; r:nNNFr:T1nNS
MAIN HOUSE, 2ND STORY MODULE TO 1ST STORY MODULE
16d TOE NAILS II 6' [I,c
nVrRTtJRNTNC, r.nNNrCTlnNS
"'-AIN ,.must, 2ND STORY TO 1ST STORY SHEARVALL
USP HDLDDQVN TDX2 \lITI-( (2) 5/8' DlA. SOL TS IN EACH 2><6
DOUBLE STUD AND (1) 5/S' THREADED ROD
#2
TDX2
AT rLR
TDX2
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: TDX2
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,
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: PAN :
'22'>< 30"
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IiI-HOLppa....'" LOCATION
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,.. FES 1 1 2005
2840-CUSTOM 2 STORY
STORY HIGH ~IND FASTENING
DAT(,
)-25-05
LAYER
SH2/~D2
FILE NO
A12235
~
.,
FUTURE SURROUNDINGS/BARRO~S #2
PLUMBING VENT THRU ROOF
NOTE:)
VENT IHRU ROOF
CI>>KCTION TO BE
C[JolPlETED IN rIELll
BY BLDR/CONTRACTl:R
..".[,
101) REIlUCERS ALLDIJED
ON ST!ftCK 'WITHIN ~
rF UNDERSIDE or RI:XF
10" CONCRETE MASONRY UNlTS
OR POURED CONCRETE 'WALLS 8'
(12 COARSE>
~. PERORATED DRAt
AROUND FlJDTlNCi
PERIMETER
IN 4' 21
STONE BED
26 CiA STRAP IJITH
(2) D.091~' )( 1 112"
NAILS EACH END
_SYPMCEJlJ5.J:ImTSIWa.c.
2x1D SPF" 12 AT 16' o.c.
- - 2;6 spT i3 AT-lf1 O:c-:- --
BY APEX
BY BUlL DER
Z:dO SPF" "2 AT 16" o.c.
BASEMENT FOUNDATION \lALL
ON SITE BY DTtiEJtS. SEE FOUNDATION DETAILS
BASEMENT STAIRS ARE DESIGNED BASED ON
12 COARSE BASEMENT WALL WITH FLOOR
POURED ONTO FOOTINGS AS SHDIJN, IT SHALL
BE THE RESPONSIBILITY [F THE BUILDER
TO INF"ORM APEX H[K$ IF THIS APPLICA nON
IS DEVIATED FROH.
REFER TO SUMMARY PAGES FOR HOlDDOIJNS AND STRAPPING
CONTINUlJUS RIDGE VENT
(END PLUGS AND CONNECTORS ]NCLUDED)
U CiA STRAP 'w'ITH
C3> 0.113" )( 2 1/2"
NAILS EACH END
(12) 0.131' )( 3'
NAILS EI\CH END
DBl. 2x04
TOP PLATE
2)(04 STUD
2)(04 BOTTOM PlATE
2) TD>C2 t;>
AI...l.OIJl\BlE
0 LOAD 28604 lb io
0 2)(6 STUDS
2x6 BOTTOM PlATE
19132' DSB SUI FUD~
,..
2xlD .J:lISTS AT 16' D,C.
2)(10 PERIMETERS
-----
2)(6 JDISTS AT 16' o.c.
1/2' GYPSUM BOARD t;>
DBL 2x6 TCP PlATE io
0
0
DBl, 2)(04
TIP PLATE
2)(04 STUD
2)(04 BOTTOM PlATE
1/2' GYPSlJI4 BOARD
3 1/2' DIA PIPE CDL.UHN
FOR BASEHENT FOUNDATION
(ON SITE BY OTHERS)
04' POURED CONCRETE FLOOR
CONCRETE FOOTING PADS
SEE INDIVIDUAl rOUNDATICIII
PLANS FOR SIZE AND lOC", TIONS
@
QN-12235/NY
:IJJ ::
:' *' ::
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30 I'll.
ARCHITECTLRAl
51 RlXF FElT
7/16' OSB Rtu'
SHEATHING
NT AIN 2'
AIRfLOW
INSlLA T~
..FTLr
32' o.c.
DRIP EDGE
2)(6 S~ FACIA
AlUMINUM FASCIA
PERf"DRATI:D VINYL SllTIT
<TYPICAL All EAVE OVERHANGS)
o
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AlLOWABlE
LOAD 1304046 lb
lJ!
TDXI0
ALLOWABLE
LOAD 93-40 lb
lJ!
T.><2
ALLOWABLE
LOAD 286-4 lb
o
o
2><6
BOlTDH PLATE
EXTERIOR
SHEATHING
7/16" OSB
HST AM36
It 048'o.c.
AlLOWABLE
LOAD 1870 lb
19/32" OSB
SUB FLOOR
PRESSURE
TREATED
SILL PLATE
2)(10 JOISTS AT 16' D.C:.
S' FIBERGLASS
SILL SEI\LER
.....
t 12" ... 32'o.c:.
ALLOWABLE
LOAD 725 lb
ANCHOR
BOLTS
NOTE, ALL mUIPHENT, DUCT \JDRK, CHIHNEYS, AND EXHAUST DUCTS: PROVIDED ...
INSTALLED ON SITE IN..ESS SPECIFIED
ALL VAPOR BARRIERS INSHLLED ON WINTER \JARH SIDE
~ rNI PIAl 0'
/zPEX PEJ'Y'IC7'fOH
HOMES: IRe.
2840-CUSTOM 2
T~O STORY CROSS
STORY
SECTION
DR"'\JN BY,
~T~,
L....y~~
SH1/f"Pl
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DI.'P
1-25-05
12235CR
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BI -LEVEL
NOTES'
1. SIDING SHO'WN IS 04~1 DTHER SIDING IS AVAILAllLEj OPTIONAl 'I]NYL- p[J<:n:cTI[J.I
SHINGlE:S:, H.\Lf -ROl..INII SHINGLES, RANDOH HAND-SPUr SHAKES
2. (XTEIl:Jl:R lJGHT([Jl: LlCiHT$) TO Ie SHIPPrD LOOSE FOR ON-SITE INSTALLATION IY
BUILDER TO PR(-'WIREIl BOX OR PJG-TAIL(PULl....IRE> (1 REOUIRED PER DOOR)
3. SIDING. fOR (NIlS AND BOTTOM RO.... IS SHlPptD LOOst fOR []i.l-snr
INST ""-LA. lION BY IUILOCR
4. HANDRAILS. STOOPS, STMRS. GUTTERS, OO\lNSPOUTS, AND SPLASH BLOCKS .-.RE
fURNISHED AND INST~L[D IY IUILOCR IN ""CCORDoIINC[ .....ITH STAl[ L LOCAL CODES
5, ""-L [LEVATIONS AAE SHC'WN ....1TH " 5/12 Rocr PITCH SE[ ROO, S\'ST(~S
OCT"'ILS fOR OTHeR AV"ILAJlL[ RIXFS
6, SHUTTERS, CROSSHE:....DS. OCCORAnV[ "INDO..... PANeL.S, FYPDN PRODUCTS, AND VENTS
ARE DPTIClNAL. ON AU. HDOCU
7. STORM DRAIN REQUIR(D \/H[N ONE Reo- PITCHCS TO""'RD ANm~I(.Il
([)N-SITE BY IUILOCR>
B. JAS(M(NT W'INOOW'S ARE [FTIONot.L,. r~ DN-SJTt INSTALLATION liY BUILDER
W'ITH MINIMAl SIZE RrQUlltrHE:NTS illS prill SrCTJON 1t310 or THE RESIDENTIAl
COl)( [J"" N€.W' YORK STIIITE. SILL ~Y NOT It MORE THAN ..... A.r.F.
9. ROOfS OCSIGNtD lilT 40/"~. "I"~ tR ao/lil~ psr LIvt LOAD AS PER LOCATION or HOM[
REfER TO THE RES1DENTlH.. CODE [J"" NEW' VORK STATE nGURE R301.2CS>
10. TIoE HUHIER CF W'INDOW'~ VARIES ACCORDING TO EACH INDIVlDUAl FLI)OR PLANj GRILLES
ARt OPTIClt<W..1 SIZtt, TYPES AND STYLEt HAY VAAY ~.EE VINOO\J SCHeDULE
11. HASCNly VENEER ~ OTHER FClJNDATIDN FACING fURNISHED INSTAlLED
ON-SITE BY IUILOCR
12. TERMIJ.MTI~ HeIGHT rY HrTH.. CHI)W(YS lw'ILL BE AT A MIN, 3'-0' ABOVE THE
HIG1-f:ST POINT lw'HtRE: THEY PASS THRIJI.JGH THE RlXIr UN[ AND A IoIlN. or ~'-O"
HIGl:R THAN ",NY p~n~ rY '" JUlLDING W'ITHIN 10'-0' (CHIMNEYS TO BE
INST ""'-LED [)oj-SIT[ IV 1U1LOCR>
13. IN ATTIC L ENCLOSED RAfTER SPACES, THE MINlHUH VENTILATING AREA SHI\l...L It
1/150 rY THt I\REA rT SPACE VENTILATtD, [XCtPT IT 101M BE REDUCED TO 11300
IF AT LEAST :SOX or THl: RtWIRE:ll VENTILATING /\REA IS PROVIDED BY veNTS
AT LEAST 3'-0"' ABOVE [AVE OR CORNIC[ VENTS lw'1TH THE BALANCE or REQUIReD
VENTlLATI[)./ P!WVID[D BY [AVE: DR CORNICE: VE:NTS
14. "HEN A Tlw'O STORy UNIT IS AD.w:E:NT TO A SINGLE STORY UNlT n". TYD STtRY
HODEL lw'ITH ATTACHED GARA.G() TI-E SPACING IX THE TRUSS/RAFT[lCS or TI-I: SINGLE:
STCRy UNIT SHALL It SPACED AT lZ'" D.C. lw'HERE TH( T\oIO UNITS HEET, EXTENDING
Alw'AY FROM THE Tlw'O STORY UNlT 10'-0-
is. EXTERIOR Gn R[CLPTACL[ \lEATHER PRQJFTDjSE:E: STATE: ConE: FOR LOCATION REQUIREMENT
1&. ELEVATIONS SH)....N ARE RIGHT SIDE:, LEn SIDE E:LEvATIONS ARE SIHILAR
17. PATm DCIlRS ARE STANDARD ACCORD1NG TO flOOR PLAN) SE[ ODOR SCHEDUlE
IB, ,6,lL DRAIN AND ....ASTE VENTS SH,6,lL TERMINATE A )olIN, Dr 12' ABOVE TI-'i: RIXT
19, ,6,lL IXXJR TYpes SKlW'N ARE OPTIONAl...
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L BATHRDl)1 ..,INoo\/$ ~y BE OMITTED If SLFfICIEHT AATIrJCIAl. LIGHT.. VENnLATI[t,I IS PROVIDED
2. AlL BATHROOMS HAY BE REVERSED ~D/DR ROTATED 90 IN tITHER JlIR[Cn~ IN P,AAT OR [NTIRE:TY
3. Sr[ INDIVIDf..J.\l.. rLR I EU:Cl. PLANS rDR: EXACT .AnIUXlM L"VOUT .. HE:ATER SIZE
~. Gf"J RECEPTS SHALL I[ "'IRED sa Ir TRIPPED TJ.€:Y \ilU.. ftIll INTOU"ER( \lITH THE REMAINING
OOTLrTS ON TIoE CIRCUIT AND L-JGHTS MUST REMAIN ON
S. $t-I)'JER "'ALL PROl[CTl~ \iILl EXTEND 6' oUOVr ROOM rUXlR LEVEL AND $~L BE l:f" A
rIJ[:IitGLASS DR [QUAl. HA T(RJAl.
&. AlL $H]\lER DClCRS AND 'WINDOlJS IN SI-IlIJE'UTUB TO BE SAnty GLAlEll
7. HYJlROHo\SSACiE IATHTUIS ttWJ. IE SUPPLIED J'f f1. GF"I ClliCUlT
B. REQUJRED CUM SP.4CE IN r~T or SKl'w'[R TO JE 2".X3lY HIH.
9. f1. 21. HIN. REguIItED IN rRDNT (F Lf1.Y .. 'w'C
10. A 3D" KIN. 'w'IDE: ,",C CIlHPAATHEHT REQUIRED
ll. rAN L LIGHT HUST BE $\lnCHEll SEPAAATE:l't
12. IATH~M flR MATERIAl.. S~ IE ,",AoTERPIKD"
SITE TILE
13. J PC fIBERGlASS TUJVSHIl'w'ER UNIT 32"XiWX72" HIGH OR [W-SITE
TILE 'w'ALLS
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1. ST~D Gl\S RANG( RtCEPT IS 110 \I., eo" srE P!\GE All HlR [L.ECT. ItItoHGE VlJ...TAGC/AHP(RAGL
2. ALL. KlTCH(NS S~\r'N HAT IE RorATtD 90 OCGRn:s AND/DR REV(RSED IN EITHeR DIReCTION
IN PAAT DR IN THE:IR ENTIRETY.
3. KITCHEN CAlINETS I4o\Y IE. OMITTED AND rlJRNlSH(D/INSTAlLED IY IUll1lE1t SUJ.JECT TO
LOCAL JNSPEC TlOrt
... KnCK:N VINlXJWS MAY BE: OMITTED IF SUF'rICIENT ARTlrJCIAl... LIGHT AH1l ytNTlLAnON
IS PROVIDED.
5. AU. RANGE I-IXWS AR[ VENTED TO THE: (XTEIitIDR usn<<i SQ....ID wc:n/OliK.
&. IitNaHJOll FAN TO PROVIDE: AH MR EXC..w<< EVERY 30 MIN. (MIN. 100 CF JO
~-CIRCLLAT1NG TYPE RANG( t<IlDS HAY IE USED A$ LQllCi AS A HIM. [J'" <4X VENTILAT1[)l IS
PROVIIIE)) rDR THIS MEA elY MEANS l:T NATUR& VENT)
7. SEE INIlIVIDU~ rLlXRPL.AN rOR EXACT KITCHEN L.AYOUT.
8. ALL. KITCHEN RECEPTS SCRVING KITCHEN COUNTERTIP Stw..L IE CiF"J PROTECTtll
,. A R[CtPT,t,ClE WTL.tT SHALL BE INSTALL.EII ABOVE tACH ctlJNTERTCP WITH A LINEAR LtNGHT
GREATER THAN 12"'. Ml\X. SPACING IET""(EN Ji!EC(PTS TO It "S", COJNTERTOP$ $EPAAAT(II BY
APPLIANCES DR SINlCS SHAlL IE C[)lSIDEREII SEPARATE CDJNTERTOPS.
10. STANDARD 30" HI~ OVERHEAD CAiJhETS HAY IE REP1J,C[D "'ITH 4~. HIGH
11. AI....L 12.. CAllNCTS ~Y IE REPL.ACE "'ITH II"'S DR Jl'"
Ie. C.uINET LAVDJTS "'IL.L. "MY DePENDING ON CABiNeT SIzes
"REs:DVDI FUl TI-I: I€\I ytJill( STATE STNof' tf" I#f"t!N"L.'
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GENERAL ELECTRICAL NOTES
1. ALL ELECTRICAL CONDUCTORS AND (QUIPMENT SHALL BE LISTED OR LABELED BV A NATIONALLY RECOGNIZED TE:STING LABORATORY AND IN
COMBINATION 'WITH LISTING AND LABELING. CONDUCTORS AND E:QUIPMENT SHALL IE SUITABLE FOR BOTH LOCATION AND USE.
2, IN-PLANT IoIIRING IS INSPECTED BY AN ACCREDITED INSPECTION AGENCY FOR COMPLIANCE IoIITH THE N,E,C,
3. GARAGES ARE: NOT INCLUDED IN THE ELECTRICAl lOAD CALCULA nONS.
4. ELECTRICAL SERVICE TO BE GROUNDED IN rIELD BY BUILDER AfTER CIRCUITS HAVE BEEN COMPLETED IN COMPLIANCE VITH LOCAL RECUIREMENTS.
5, BUILDER TO SUPPLY AND INSTALL ALL MATERIAL NOT PROVIDED BY MANUFACTURER FOR COMPLETE ELECTRICAL HOOK-UP,
6. THE MAIN SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSABLE LOCATION NEAREST TO THE POINT OF' ENTRANCE OF THE
SERVICE CONNECTORS AS PER N.E.C. SECTION 230-700..
7. PANEL BOXES LCCi\TCD IN BASEHENTS SHALL BE rIELD INSTALLED AND HOUNTED ON EXTERIOR VALLS BY BUILDER.
B. 1 " 3 .....IRE. 240V, 200A SERVICE - SERVICE PANEL wI MAIN DISCONNECT IS STANDARD
9, CIRCUIT BREAKERS ARE 10.000 AlC.
10. 'WIRING IS NH-lI CABLE .1 GROUND
11. NM CABLE PASSING THRU FRAHING MEMBERS IoIITHIN 1 I/~' or THE EDGES SHALL BE PROTECTED IoIITH 1/16' THICK STEEL BUSHINGS. CABLE
PASSING THRU NOTCHES ARE PROTECTED IoIITH 1/16' THICK STEEL PLATES,
12. NM CABLE SHALL BE SECURED IN PLACE AT INTERVALS NOT EXCEEDING 4 1/2' AND IoIITHIN 12' or BOXES OR FITTINGS. CRI - SUPPORTED
'WITH INSULATED STAPLES>
13, SIoIITCHES AND RECEPTACLES OVER COUNTERTOPS ARE ~9' A.F.F" OTHER RECEPTS ARE 18' AF.F.
1~. BATH RECEPTS. EXTERIOR RECEPTS AND ALL RECEPTS SERVING KITCHEN COUNTERTOPS 10 BE GFI PROTECTED
15. RECEPTS SHALL NOT BE LOCATED OVER ANY PART or ELECTRICAL BASEBOARD ELEMENTS.
16. CEILING LIGHTS SHALL HAVE A HINIMUM 18' HORIZONTAL CLEARANCE FROH COMBUSTA8LE HATERIAL ClEo CLOSET LIGHTS) N,LC, ~IO-8 (2),
17. EXTERIOR LIGHT BOXES ARE PRE-IoIIRED. LIGHTS ARE SHIPPED LOOSE FOR ON-SITE INSTALLATION BY BUILDER.
18. RECESSED LIGHTS TO BE THERMOSTATICALLY CONTROLLED.
19'. BATH fANS, RANGEHOODS, AND DRYER VENT SHALL BE EXHAUSTED TO THE EXTERIOR.
20. ADDITIONAL ON-SITE BASEMENT SMOICE DETECTORS HUST BE INSTALLED PER STATE CODE.
21. SHOKE DETECTORS SHALL BE DIRECTLY CONNECTED TO A GENERAL UGHTING CIRCUIT wI NO INTERVENING 'WALL S'JITCH AND 'WIRED IN SERIES.
22. ALL SHOKE DETECTORS ARE CEILING HOUNTED AND ARE ACIDC PROTECTED
23, ELECTRIC BASEBOARD HEATERS CONFORH TO THE REQUIREMENTS or AND ARE INSTALLED IN ACCORDANCE IoIITH THE TEHPERATURE
PERFORMANCE REQUIREMENTS or U.L. STANDARDS FOR SAFETY NO. 1042 ON ELECTRICAL BASEBOARD HEATING AND N.Y. STATE BUILDING
CODE 1000,2 f - 2,
24, IN BASEHENT MODELS IoIITHDUT UPSTAIRS UTILITY AREAS. APPLIANCES SUCH AS IoIATER HEATERS. IoIASHERS. AND DRYERS ARE LOCATED
IN BASEMENT AND IoIIRED ON-SITE BY BUILDER.
25. (RD SMOKE DETECTORS R(CUIRED (VERY 1200 Sa.FT.
26. (RD SMOKE. DE:T(CTORS SHALL BE lOCATED BY THE: LOCAL rIRE MARSHALL. MANUFACTUR(R 'WILL COIL AND TAG "IRE IN CEILING, FOR
ON-SITE. INSTALLATION BY BUILDER.
27. NO HORE THAN 40 BREAKERS <OTHER THAN THOSE PROVIDED FOR IN THE MAINS) OF A LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL
BOARD SHALL BE INSTALLED IN ANY ONE CUT-OUT BOX. A SUB-PANEL \tILL BE PROVIDED IF MAIN PANEL IS rIlLED (SEE PANEL BOARD
DIAGRAM FOR SUB-PANEL NOTES).
29. ELECTRICAL IoIIRING AND BOXES IN FIRE RATED ASSEHBLlES TO BE PROPERLY FIRE STOPPED AND RATED PER THEIR APPLICATION BY
A NATIONALLY RECOGNIZED TESTING LABORATORY AND INSTALLED PER GOVERNING CODES.
29, EXTERIOR OUTLETS AND LIGHTS SHALL BE IoIATERPROOF.
30, LIGHTING FIXTURES AND SMOKE DETECTORS SHALL NOT BE LOCATED 'DOlolN-STREAH' ON A CIRCUIT FROM A GROUND FAULT CIRCUIT
INTERRUPTER DEVICE.
31. 125 AMP SUB PANEL TO BE useD \tHEN R[QUIRED CIRCUITS AND THEIR CORRESPONDING BREAKERS EXCEED THE MAXIMUM ALLO\tED
BREAKER SPACES IN THE MAIN PANEL BOARD. SUBPANEL CIRCUITS TO BE GENERAL LIGHTING ONLY.
32. ALL RECEPTACLE SPACING IN HABITABLE ROOMS SHALL BE SPACED so THAT NO POINT AlLONG THE 'WALL LINE SHALL HAVE A
RECEPTACLE MORE THAN 6'-0. A.....AY AND A RECEPTACLE ON EVERY 'WALL 2'-0. OR lARGER
33. ALL RECEPTACLE SPACING ALONG KITCHEN COUNTERS OVER 12. TO BE SPACED SO THAT NO POINT ALONG THE "'ALL UN(
SHALL HAVE A RECEPTACLE MORE THAN 2'-0. ^'JAY
34. SMOKE DETECTORS SHALL BE INSTALLED IN ALL BEDROOMS
TYPICAL IoIIRING TECHNIQUE
FOR SUB-PANEL FEEDERS
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TYPICAL HYDRO-MASSAGE
BA THTUB IoIIRING DIAGRAM
TYPICAL GROUNDING METHODS Of
NON-CURRENT CARRYING METAL BOXES
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1. 11'1: "'lOVE (LECTICAL ,PLAN IS SI-Il'w'N AS " TYPICAL LAYOUT
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1. S' CONCRETE BLOCK PILASTER REQD. IIITH 10'-0' MAX. IF BACKFILL EXCEEDS 5'-0' ABOVE FINISHED CONDITIONS
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2. CRAIIL SPACE FOUNDATION REQUIRES AT MIN. AN 18'x24' ACCESS OPENING FOR VENTILATION 1/3 OF IX OF FLOOR
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3. "'INDoIIS DR VENTS <INSTALLED BY BUILDER> ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE VENTILATION
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4. IF IIINDO"'S ARE INSTALLED IN LO"'ER LEVEL OF BI-LEVEL UNITS, VENTS MAY NOT BE REQUIRED. CHECK LOCAL
REQUIREMENTS.
5. PERIMETER RAIL ATTACHED TO SILL w/16d. NAILS 6' D.C.
6. FIRE SEPARATION "'ALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR CON-SITE BY BUILDER>.
7. APEX HOMES, INC. IIILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/O"'NER EXCEEDS MAX.
SPANS SHOIIN ON LOLLY COLUMN SPACING TABLE.
8. LOCATION OF IIASHER. DRYER. IIATER HEATER, l FURNACE IN BASEMENT TO BE INSTALLED PER STATE l LOCAL
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9. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE IIITH FLOOR JOISTS
10. SIZES REFLECT IIOOD TO 11000 DIMENSIONS OF UNITS ALLOIIING SHEA THING AND SIDING TO OVERHANG FOUNDATION.
IF 3/4' FOAM INSULATION IS USED. INCREASE THE FOUNDATION IN LENGTH AND lIiDTH BY I 1/2' TO MAINTAIN
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11. ON-SITE INSULATION IN FLOORS DR ON FOUNDATION IIALLS AS REQUIRED TO BE BUILDER RESPONSIBILITY AND TO
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12. ALL CONSTRUCTION AND MATERIALS BELoII THE BOTTOM OF THE FLOOR JOISTS IS BUILDER/DEALER RESPONSIBILITY
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13. BASEMENT COLUMNS SHALL BE PLACED UNDER ALL SPANS >5' FOR LOAD TRANSFERS
14. SMOKE DETECTOR TO BE LOCATED AT BOTTOM OF STAIRS. SMOKE DETECTORS IN BASEMENT SHALL BE RESPONSIBILITY
OF BUILDER TO PROVIDE AND INSTALL (COIL IIIRE BY FACTORY>
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND "'ILL ALARM IF IT DR ANY OTHER DETECTOR GOES OFF
15. FOUNDATION DRA"'INGS ARE RECOMMENDED ONLY. ACTUAL FOUNDATION DRAIIING MUST BE REVIEIIED AND APPROVED
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16. FIRE SEPARATION IIALLS IN DUPLEXES SHALL BE CONTINUOUS TO BASEMENT FLOOR CON-SITE BY BUILDER>
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'FLOOR CENTER GIRDER' FOR MAXIMUM BASEMENT SUPPORT
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MODULE \,IIDTHS AND TYPE OF STRUCTURE.
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l/i!:'CONC.p"IlCING
tllvt:R 'tI1 'I"Tl.'4INOUS
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DR"'INTlLC
s(CIlRA""ING"'lS
u loUlCON"TlHUOUS
s(EIHl"'\iINC"I::!
TYP. CRAI,/L SPACE CROSS SECTION
CSl"''oILSF'AC(V['o'TIL'''TIONSHotolLJ[~lllCDINTH[AIOJh'T
IF NtT fREE AAElllFlIl50t:F Cll"'oIL SF'ACt AREA,
V(NTS SHAll BE LOCIlTEDAS ClOSE Tll,.1oI: flJ..lNlI"'T~ CCJRtCRt
"'S PRACTICAL AND Il"Y IE PJIOVIOCll 'o/ITf< IIIAIfJAl..LY lPtRATCD lOUVERS.
TYP. CATHEDRAL
CROSS SECTION
i
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BI-LEVEL OR SPLIT
LEVEL CANTILEVER
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LANDING
SECD"'GA3_'A~llCTAILI
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FLUSH FRONT
'SPACE j:fESERVED rOR "fiE HARYLIlHD ST...TE STAK' or APPROVAL'
~\,\\nttll""'11.
~,\\\" Or NEW II"""
~~ ~<i;.o.,o"'''.'.''. Yo "~
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""'IOinfiti~" FEB 11 200-
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.A ./ZPEX PIIVICTfOK
HONES, fIVe.
(fIft m us BF>' "'N. BI"UBmo,. PA ,,'"
(610) '31-%333 'AX '31-0%90
",
TYPICAL CROSS SECTIONS IRC
",,,.. A1 7
BSL/ORP
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.
~
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.
.
fl4NDllilILSUPPLl'EIlL
I~TAl.LrIlOlO-Sm:1J1
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rrCi L rut CiIROCRl
.
4'PERl'EIl...rrDDRAfNT1LE
TYP. 1\10 STORY CROSS SECTION
NOTES'
1. ALL DETAILS nG FOR 3,000 PSF" MIN SOIL BRG PRESSURE
2. GAlV, METAL STRAP CONNECTIONS SHD'WN ON DRA'w'ING A22
3, FLOOR INSULATION 'JILL BE SHIPPED LOOSE FOR ON-SITE INSTALLATION
SEE n....G A45 FOR SPEClrICATIDNS
4. ALL INSULATION MUST HAVE A VAPOR BARRIER TD.....ARDS HEATING SIDE
5 IF UNITS TO BE ERECTED IN A GROUND SNOV ZONE OF 30 PSF OR LESS, ROOF TRUSSES MAY BE
SPACED AT 2-4' O.C
6. 7/16' OSB, EXPOSURE *1, SPAN RATING 24/16 MAY BE USED ONLY VITH
SUPPORTING ROOF STRUCTURE e 16' D.C.
7 ANY ADDITIONAL SMDKE DETECTORS IN BASEMENT MUST BE INSTALLED PER STATE/LDCAL CDDES
ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND 'JILL ALARM IF IT OR ANY OTHER DETECTOR GOES DFF
B ANY DPT, EXTERIOR SHEATHING MUST COMPLY 'JITH CURRENT CODES
9. ALL DPENINGS IN BASEMENT MASDNARY VALLS SHALL HAVE A PRECAST LINTEL TOP ON-SITE
10, FOR GRADE &. SPECIES OF INTERIOR AND EXTERIOR BEARING STUDS, SEE CALCULATIONS MANUAL
11. TEMPORARY eX4 DEADMEN INSTALLED AT 48' D.C. IN ALL MARRtGE 'WALL OPENINGS GREATER THAN 4'-1' fOR
LIFTING STRENGTH
12. THE SVING OF A DOOR OPENING ON A STAIRVAY SHALL NOT OVERLAP TOP STEP.
13. INTERIOR fINISH CLASS C OR BETTER
1<1. EXCEPT 'WHERE SINGLE MEMBERS ARE ADEQUATE fOR THE LOAD, JOISTS SUPPORTING ONE STORY
NON BEARING PARTITIONS VHICH ARE PARALLEL TO THE JOISTS ARE TO BE DOUBLED AND NAILED TOGETHER
W'ITH 10d <DR EQUAl) NAILS AT 32' O,C. DOUBLE JOISTS VHICH ARE SPACED TO ALLD'W rDR PLUMBING ETC.
ARE TO BE BLOCKED AT 32' MAX,
15. ROOFS DESIGNED AT <10/<15, 60/65 DR 80/85 psr LIVE LOAD AS PER LOCATION or HOME
REFER TO THE RESIDENTIAL CODE OF NE'W YORK STATE FIGURE R301.2(5)
16. STAIR HANDRAILS TO BE 34' ABOVE EDGE OF NOSING
17. STAIR GUARDS TO BE INSTALLED ON EACH SIDE OF STAIRS <ON-SITE BY BUILDEIU GUARDS TO BE EITHER
SOLID HALL DR OPEN 'WITH INTERMEDIATE RAILS DR BALLUSTERS PER STATEILOCAL CODES
18 STAIRS CONFIGURATION TO BE MAXIMUM RISER HEIGHT OF 8 1/4' AND A MINIMUM TREAD DEPTH OF 9'
19 STAIR RISER - THE GREATEST RISER HEIGHT VITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST
BY MORE THAN 3/8'. THE GREATEST TREAD DEPTH 'WITHIN ANY FLIGHT OF STAIR SHALL NOT EXCEED THE
SMALLEST BT MORE THAN 3/8'
20. EXIT STAIRS lN A T'WO FAMILY D'WELLING SHALL BE ENCLOSED BY A i-HOUR FIRE RATED ASSEMBLY
21. SEE DRA'WING 06,44 AND A<l5 FOR INSULATION REQUIREMENTS
22, STAIRS 3 RISERS DR MORE SHALL BE PROTECTED BY A HANDRAIL ON ONE SIDE MINIMUM. ALSO OPEN SIDES
OF STAIRS DR LANDINGS 18" DR MORE ABOVE ADJACENT FLOOR L AT 'WINDo'Wes) ON STAIRS DR LANDING SHALL
HAVE A RAILING \lITH GUARDeS) BELO'.' RAILlNG THRU 'WHICH A 4' SPHERE CAN NOT
23. VlDTH BET'WEEN HANDRAlLS OR HANDRAIL L VALL 32' MIN. L 1 1/2' MIN. CLEARANCE HANDRAIL TO '.'ALL
SEE WG Io?l. DEllolL 1\ ~ N
"'",
8'-9' CEILING !-EIGHTS ....ILL REOOIIil( EIoVE DVERMANGS Ai'lD Il.t,f"TEIil
(XT(tjSI~TDBESHIPPEDLIIOSEANDIN:sTALLEDDN-SITEITIUILOCll
~or8'_"'CEILlNG!-EIGHTSHoIol..LOCP()lDONoIlCTI.J.foLMOIl[LLAT{)JT
Ai'lD ....ILL REQUIRE A RArTER ROlY SYSTEM QolIlX. CLG. I\GIiT, fOR A UNIT
....ITMAPIil[lolANUF"oIlCTIJIl[;DTIilUSSEDItOOF" SYSTEM S..ALL NClT ElCCEtD 8'-D")
SEE D....G A3~ ~ A?l, DETAIL Q
7'-6'CLG.HT
2~"" 9Il ! 7 7/1'
SIil t 7 :v~'
28\1DNuPlllilee"
31il t 7 711'
1'-0" CLG. HT
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~ 1711'
ZlI....DNuP llll! 771..
~R t 1 3/4'
9'-o"o..G.HT
24V131l18"
31il t 771..
ZlIVDNuP IJIIilt8 11'8"
".r
1/2" CIJhC. PAltlilNG COVER
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(SE:(D....G~'A35,NDTE9)
TYP, IN LINE SPUT LEVEL CROSS SECTION
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fUJDIilP(RIIIElEIlIHSU.ATl!:J<olllN-SlTEIY
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fCklN!lATUlND'oI6fORf"'STENINGTIl
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TYP, SPLIT LEVEL CROSS SECTION
"!l:ESERV[D fOR T!-E MEV Yt:RK STIoTE STAIF lJ' APPROVAL'
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EB 1 1 2005
~./ rXI'Iil''''
A ./ZPEX ,LVICTION
HOUES, fiVe.
~ 147 US 1IJfT 61tH, IIJ~DUBURG. PA '71141
(67D) ,,,., '''lIiJ ,~ U7-0Z90
",
TYPICAL CROSS SECTIONS IRC
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-SPACE: R(SCRVCl rDR T14: .cv Y[RI( STATr STAMP.... i:F 4PPROY,t,L,'
fOLDING Roar SECTION
<EACH SIDE> 2)(6 TO UPPER RIVTER CONNECTION
(2) DUD fAST 607 NAILS OR EQUAL
2)(4 TO UPPER RAfTER CONNECTION
(4) DUO FAST 607 NAILS OR EDUAL
2x6 TO LO~ER RAFTER CONNECTION
(2) J)U[] FAST 607 NAILS OR EQUAL
RIDGE BOARD TO RIDGE BOARD CONNECTION
IOd NAILS OR ECUAL AT 204- D.C.
OPT. DROP IN Roor CAP
SEE DIJG, 8.1 DETAIL IE"
1)(3 <CONT) TO RAfTER CONNECTION
(2) DUO FAST 607 NAILS OR EQUAL
KNEE'w'ALl TO RAfTER CONN HOP L BOTTOM)
1 1/2- )( WI 26 GA. STL STRAP \/1 (3) 10d NAILS
OR [QUAL EACH END <ON-SITE)
2x4 TO 2)(6 CONNECTION
2-1001 NAILS OR ECUAL
AT 16" D.C, <ON-SITD
3 THRU
2)(2 LEDGER TO 2)(6 CONN
DUO fAST 607 A T ~' D.c.
1/21 DJ.\. BOLT 'wI1 "ASHER
AT B'-o. o.c. CON-SITE>
2)(4 SPf STUD
KNEE......ALl-
SEE INDIVIDUAL RAfTER
PLAN (CALeS MANUAL>
1/21 DII\, BDL T
GUSSET TO RAfTER CONNECTION (6) 6d
GALV ~ILS EA. SID( ST....GGERED
..._ OR (DUM. CON SITE>
-"" 2)(6 (CONT> TO JOIST CONNECTION
___..I (3) DUO fAST 607 NAILS OR EQUAL
GUSSET TO JOIST CONNECTION E..... SIOC
(11) 1 1/2" )( 16 GUAGE STAPLE:S
OR EQUAL (ST....GGERED)
2)(4 TOP L BDTToM PLATE TO KN(E~ALL
CONNECTION (2) DUO fAST 607 NAILS OR [QUAL
c/
I
~---
2)(2 MICROLAH LEDGER TO JOIST CONNECTION
DUO fAST 607 NAllS OR EQUM. AT r D.C.
S'-O' MIN. 15'-9' MAX.
2X8 CEILING BEAM TO JOIST CONNECTION
3-DUO fAST 607 NAILS OR EQUAL
S'-O' MIN, 15'-9' MAX.
16'-0' MIN. 31'-6' MAX.
ATTIC STORAGE RAFTER SYSTEM
.. REfERENCES. SECTION RB032.Z TABLE 503.2.1 (1) RESIDENTIAL CODE or N[~ YORK STATE
EWA E30-98, APA E:NGINEERED \lODD CONSTRUCTION GUIDE TABLE j24
.. 7/16" OSI, EXPOSURE .t. SPAN RATING 201\/16
HAY BE USED ONLY VITH SUPPORTING ROOf
STRUCTURE I 16" D.C.
HULTI-HEMBER HICROlAM
1_ (2) INSIDE L (1) PERIMETER
fOR EXTERIOR CLEAR SPANS
RIDGE BOARD TO RIDGE BOARD CONNECTION
10d. NAILS OR EQUAL AT 24' D.C. CON-SITD
235. ASPHAUlT OR fIBERGLASS
SHINGLES OVER IS' fELT
KNEE~Alll 2)(4 STUDS
I 16' D.C.
DIL RAFTER PERIHE:TER
2)(6 SPf 12 UP TO 10'-0'
OPT. TRANSVERSE CLEAR SPAN
DIl 2)(6 CONT. TO RAfTER CONN
(3) DUD fAST 607 NAILS OR EQUAL
1/2' DIA. BOLT
GUSSET TO RAfTER CONNECTION (6) 6d.
GALV NAILS EA. SIDE STAGGERED
OR EQUAL CON SITE)
112' PL Y~OOD GUSSET EACH SIDE
APA RATED SHEATHING 16/32 (XP.l
2)(6 (CONT> TO JOIST CONNECTION
<ll) DUD fAST 607 NAILS OR EQUAL
c-
c_
~\,,"\lIIIt""'1
~,,\\\\" of NEW """1.:
~ ~<(,. ..........~ YO ~,.
I~'t- ...~'( jOH~ :-.; ~ \
~~... ~o\...,...\
~ .. '. ...
~*. ...
GUSSET TO JOIST CONNECTION EA. SIDE
<11> 1 1/2- )( 16 GA. STPLS OR EQUAL STAGGR.D
nil 2X8 <CONn TO JOIST CONNECT
(3) DUD fAST 607 NAllS OR EaUAl
~~.. ...... ~
~~... ....~~
~... (('0 .... 079,1 .... 4; $
~." /:J........... . \l'-'" ........'
~~II/,IfOF'ESS\ ~,\\....."
.,.."....." "f E B 1 1 2005
TRANSVERSE ROOf SYS, NOTES
1. ALL fRAMING TO BE 16' D.C.
2. ATTIC ARE.... DESIGN flOOR LIVE
lOAD IS 30 PSf <BEDROOMS ONLY)
3. ERECTION SEQUENCE Of ROOF SYSTEHJ
A. MODULES ARE SET ACCORDING TO
STANDARD SET UP PROCEDURES
BEfORE ERECTION or RrTR. SYSTEM
B. RAISE RAFTER L INSERT KNEEIJAll
c. MAKE ON-SITE CONNECTIONS AT
GUSSET AND RIDGE BOARD
~~A'r ~
HONA'S, IHC.
..----...,..
---
ROOF SYSTEMS IRe
DRP ....'" A26
. . . . . . . . . . . . . . . . . . .
__~___L___A___~__-L___.___A___~__-L___.___A-__JL___L___A___~__~___.___A___JL__
j I
S'-O' MIN. 15'-9' MAX.
60'-0' MAX,
TRANSVERSE ROOF
END'w' ALL
SIDE'w'ALL DETAIL
TRANSVERSE ROOF RAFTER SYSTEM
....
.
. .
, .
9'-0. MotH. 15'-9' MAX, 8'-0' MIN, 15'-9' MAX.
16'-0' MIN. 31' 6' MAX,
CATHEDRAL ATTIC STORAGE RAFTER SYSTEM
SPECIfICATIONS TO BE THE SAME AS FLAT ATTIC STORAGE RArTER
(6) 16d DR
(6) .131 x 3 1/4' NAILS
(4) 1 1/2' x 9 1/4'
MJeROLAM
(2) 16d OR
(2) .131 )( 3 1/2' NAILS
(4) 2)(8 DR 2)(10
CENTER GIRDER
DBl 2xB DR 2)(10
SIDE END
'vIIND COLUMN CONN. TO FLOOR
~(2) 2dO RIDGE llEAM
(3) 16d OR (3) I6d DR
.131 x 3 l/Z' NAILS .131 x 3 1/2' NAllS
2x4 llLK.
(4) 1 112' )( 9 11'" (4) 16d OR
HICROLAM '<4) .131 x 3 liZ' NAILS
2x2
(2) I 1/2' x 9 1/4'
HleRCLAM PER HALF
\lIND COLUMN CONN. AT RIDGE
[LEV
ATTIC STORAGE SYSTEM NOTES
SEE SECTION 17 OF CALes. MANUAL
FOR HIP BEAH SIZE BY PITCH
HIP DETAIL
1. ALL FRAMING TO BE 16' D,C.
2. DESIGN FLOOR LIVE lOAD IS 20 PSF (STORAGE DNL Y> FOR BEDROOM
USE. SEE CAPE Roar SYSTEM D'w'G 12
3. ERECTION SEQUENCE: Of ROOF IS AS rDLLO'w'S
A. MODULES ARE SET ACCORDING TO THE STANDARD SET UP PROCEDURES
BErORE ERECTION Dr RAfTER SYSTEM
B. RAISE 2x6 RAtTERS IItHD INSERT KNEE\lIItLLS
C. MAKE CoNNECTlCN AT GUSSET L KNEE'w'ALLS NOTED AS ON-SITE
CONNECTIONS
D. BOLT UNITS TOGETHER AT Hilt TING LINE
E. ROTATE UPPER 2x6 RAFTERS FROM FOLDED POSITION UNTIL THEY
HEET IItT PEAK MAKE CONNECTIONS NOTED AS ON-SITE (OPT> DROP
IN ROOf CAP FOR SOH( UNITS SEE D'w'G 8.1 DETAIL 'P FOR ON-SITE
CONNECTIONS
04. SEE: D'w'G 10 FOR EXTERIOR 'w'IItLL HEADERS
2x6 SPF*2
@ 16' OR 2<4' D.C.
GABLE END \lALL MUST BE
CIltLCULATED IItS BEARING
.. REFERENCES. SECTION R803.22 TABLE 503.2.1 (1) RESIDENTIIItL CODE at NE\oI YORK STATE
E\oIA (30-98, IItPIIt ENGINEERED \oIOOD CONSTRUCTION GUIDE TABLE *2<4
(2) 2xl0 spr*2
PERIMETERS
STRAP TO BEAH MEMBER CONNECT. <TOP)
(7) DUO fAST OBCL NAILS OR EQUAL
(2) 2x8 (DR 2xl0> 2X2
PERIMETER JOISTS
(<4> 16d DR
(<4> .131 x 3 1/2' HAILS
EACH \oIAY steT
I 1/2' x 26 GA. STEEL STRAPS
m PER BE"'H HEMBER
STR"'P TO STUD CONNECTION
(7) DUD fAST OBeL NMLS DR EQ. (ON-SITE>
FULL STUDS IN END\oIALL UNDER BEAH
VAULTED CEILING SYSTEM NOTES
I. ALL fRAMING AT 16' D.C.
2. ERECTION SEQUENCE Of ROOF IS AS FOLLO\lS
A. MODULES "'RE SET IItCCORDING TO STD. SET UP PROCEDURES BEFORE
ERECTION or R"'FTER SYSTEM
B. RIItlSE 2XIO RAFTERS L INSERT BEAM SUPPORT \oIALLS
C. MAKE ON-SITE CONN IItT GUSSETS L BEIltM SUPPORT \lALLS
D. ROTATE UPPER 2X6 RAFTER FROM FLR POSITION UNTIL THEY MEET
AT PEI\K MAKE ON-SITE CONNECTIONS <OPT. DROP IN Roar CI\P )
E. ADD GABLE END 'WIND COLUMN (SE[ DETIltIL>
HORIZONT AL GIRDER TO \lIND COLUMN CONN
VAULTED RAFTER 'vIIND COLUMN DETAILS
(<4> 1 1/2' x 9 1/<4' M.L.
\oIIND COLUHN
RIDGE BOARD TO RIDGE BOARD CONNECTION
10d NAILS OR EtJUAL AT 2<4' D.C. CON-SITE>
2x8 TO UPPER RAFTER CONNECTION
(2) DUD FAST 607 NAILS DR EQUAL
rOLDING ROOF SECTION ~
(EACH SIDE>
3 THRU
BEAM TO UPPER RIltFTER CONNECTION
(~> DUO FAST 607 NAILS OR EQUAL
2x2 BLOCK TO BEIltM CONNECTION
(2) DUO F IItST 607 NAILS OR EQUIltL
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(<4) DUO FAST 607 NAILS OR (QUAL EA. END
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(5) DUO FAST 607 NI\ILS DR EtJUAl
7116' OSl, EXPOSURE *1, SPAN RATING 24/16
MAY BE USED ONLY \11TH SUPPORTING ROOF
STRUCTURE @ 16' O.C,
235* ASPHIltULT OR FIBERGLASS
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OPTION'l COll'. TIE 2x2 LEDGER TO BEAM CONN
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2x12 SPF*2 AT 204. D.C, (R-38> (BUILD UP \oil rIRRING STRIPS)
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OR EQUAL STAGGERED
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R-30 INSULATION (BUILD UP \oil FURRING STRIPS>
R-38 INSULATION (BUILD UP "tI1 FURRING STRIPS>
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16'-0' MIN. 31'-6' MAX.
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NOTE, FOR ADDITIONAL FASTENING REQUIREMENTS R
FOR UPPER RAFTER TO RIDGE CONNECTION AND UPPER RAfTER: SECTIONS 28 AND 29 OF APEX CALCULATIONS M
TO INTERMEDIATE BEAM CONNECTION AND LD~[R RAFTER TO
INTE:RMEDlATE BEAM CONNECTION
ROOf PITCH RAFTER: SPACING NAIL SIZE L AHOUNT
5/12 @ 16' D.C. (.\) 16. SINKERS PER RAFTER SPACE
5/12 ! 2"" D.C. (5) 16" SINKERS PER RAFTER SPACE
7/12 @ 16' D.C. (.\) 16" SINKERS PER RAFTER SPACE "- I
7/12 ! 24' o.C. (5' 16" SINKERS PER R"rTER SPACE ~
9/12 ! 16' OL (.\) 16" SINKERS PER RAFTER SPACE
,
9/12 ! 2-'4' D.C. (6' 16" SINKERS PER RAFTER SPACE
,
12:/12- @ 16' D.C. (.\) 16" SINKERS PER RAfTER SPACE I
12/12 . 204' D.C. (5) 16" SINKERS PER RAFTER SPACE i
i
fOR lNTERHEDlA TE BEAM CONNECTION FROM 2)(6 TO 2)(4
AND 2)(6 TD 2)(2
fOR GUSSET TO RAFTER HINGE BOLT ~
ROor PITCH RAfTER SPACING NAIL SIZE L AMOUNT
ROOF PITCH RAfTER SPACING BDL T SIZE
S/12 . 16' O.C. m 16" SINKERS PER RAfTER SPACE
5,7,9,12112 .. 16' L 2"" D.C. 112' DIA. BDl T 'wII7D END DlSTANCE (3.5')
~ 5/)2 . 2.... D.C. W 16" SINKERS PER RAFTER SPACE
PL Y'WDOD GUSSET PLATES TO BE 1/2. EXPOSURE (TYPICAL)
7/12 . 16' D.C. m 16" SINKERS PER RAFTER SPACE
1/2' D1A. BOLT TO HAVE A MIN. ryb Of -45,000 PSI
7/12 . 2., D.C, W 16" SINKERS PER RAfTER SPACE
9/12 . 16' D.C. (3) 16. SINKERS PER RAfTER SPACE
9/12 ! 2.' o,c. (5) 16" SINKERS PER RAfTER SPACE
12/12 . 16' D.C. m 16" SINKERS PER R"'rTER SPACE
12/12 ! 2.... D.C. e",) 16a SINKERS PER RAfTER SPACE
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rOR STUD TO TOP AND BT~ PLATE CONNECTION "'STUDS
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ROOF ANCHORAGE TO MATING YALL
SECOND FLOOR MATING LINE
DETAIL REFERENCE NOTES
1. ALUMINUM RIDGE VENT <DR GABLE END VENTS)
2. R-19 INSULATION VI VAPOR BARRIER TOVARDS
CONDITIONED SPACE, INSTALLED ON-SITEI OPT.
BY MANUF. <SEE DVG A45 AND A45, ADDT'L STATE
REQUIREMENTS SEE CALCULATIONS MANUAl)
3 SAME AS NOTE ij2 VI UNHEATED BSMNT ONLY
4, 3' DIA. PIPE COLUMNS <ON-SITE) SEE
roUNDATION DETAILS
5. 5/8')(4' LAG BOLTS (4 EA, COLUMN) <ON-SITE
BY BUILDER)
6. 5/8' BOLTS IJIVASHERS AT 48' D,C. <SITE
INSTALLED)
7. 2)(2 CONTINUOUS LEDGER <NY-2)(2 ML LEDGER
DR JOIST HANGERS)
8. FLR JOISTS e: 16' D.C. 2x8 SPFij2 FOR 24 VIDE
MODELS, 2)(10 SPFij2 FOR 28 IJIDE MODELS
SEE CALCULATIONS MANUAL FOR OTHERS,
9. DOUBLE BAND JOISTS (SPFij2 TO MATCH SIZE
OF FLOOR JOISTS 1,,11 SPLICES STAGGERED 4'-0' MINJ
10. 4 MEMBER CENTER FLR GIRDER 1,,1 ISPLICES
STAGGERED AND LOCATED AT 8' INCREMENTS
IN COORDINATION VICoL. DR PIER SPACING
(4) 2x8 SYPij2 FOR 24 IJIDE MODELS, (4) 2)(10 SYPij2
FOR 28 ......IDE MODELS. SEE CALCULATIONS MANUAL
FOR OTHERS,
11. 19/32 APA RATED STURD-I-FLOOR, 16' D.C. EXCP.-l
12. 1/2' GYPSUM BOARD CLASS C INTERIOR FINISH
13. R-I3 INSULATION IJIVAPOR BARRIER TOIJARDS
CONDITIONED SPACE <OPT,) SEE NOTE 42
(SEE DIJG 10, ADD'L. STATE REQUIREMENTS)
14. EXl. SHEATHING
(A) OSB <N.A. RATED SHEATHING) (STO)
(B) 5/8' PL YVODD T -111 (C) 112' MAX <OPT)
(0) 3/4' GYPSUM <OPT)
(E) R-MAX <OPT)
15. EXT. SIDING
(A) 4X4 VINYL (STD)
(B) 5/8' T -111 COPT)
16. R-30 INSULATION IJIVAPDR BARRIER TOIJARDS
COND, SPACE (SEE ADD'L STATE REQUIREMENTS)
17, 1/2'xl 1/2' VooD COMPRESSION STRIP OVER ALL
INTERIOR IJALLS
18. PREFABRICATED 1J00D TRUSS @ 24' D.C. (STD) (SEE
DIJG 1 FOR ADD'L SPACINGILoADS
19. 2)(4 SPF#2 STUD @ 16' D.C. <OPT) (2)(4 SPFij2
REQ.D PER ROOF IIJIND LOADS, SEE CALC. MANUAl)
PBL, TOP PLATES (STD) REQ'D IF TRUSSES DO NOT
ALLIGN V/STUDS SEE NOTE 40
20. 235# ASPHALT OR FIBERGLASS (CLASS c) SHINGLES
OVER ij15 FELT
21. .. 7/16' OSB, EXPOSURE ijl, SPAN RATING 24/16
MAY BE USED ONLY IJITH SUPPORTING ROOF
STRUCTURE e: 16' D.C.
22. APPROVED METAL JOIST HANGERS OR LEDGER
23 DOUBLE BAND JOIST SPF*l2 TO MATCH SIZE OF
FLOOR JOIST
24. 2X4 SPF*l2 E! 16' D,C. <OPT) SEE NOTE 40
25. 4 MEMBER CENTER FLR GIRDER 1,,1 ISPLICES STAGGERED
AND LOCATED AT 8' INCREMENTS IN COORDINATION
1,,1 ICOL, OR PIER SPACING
26. A l' AIR SPACE FOR VENTILATION IS REQ'D VIA AN
INSULA TION RETAINER INSTALLED BETVEEN TRUSSES
(EVERY OTHER TRUSS)
27. 2 OR 4 MEMBER SECOND FLR GIRDER IJISPLICES
4' D.C. EXCEPT AS RESTRICTED BY SPAN SCHEDULE
28. (4) 2)(12 CLG GIRDERS ......ISPLICES STAGGERED 4' O.c.
EXCEPT AS RESTRICTED BY SPAN SCHEDULE
29. 5/8' BOLTS @ 8' O,C. (ON-SITD
30. 2x6 SPFtl2 CLG JOISTS AT 16' O.C
31. DBL 2x12 spn2 BAND JOISTS IJ/SPLICES STAGGERED
4' MIN.
32 CRA......L SPACE FOUNDATION IJALL (ON-SITE BY
BUILDER) SEE FOUNDATION DETAIL
33. BASEMENT FOUNDATION IJALL (ON-SITE BY BUILDER)
SEE NOTE 32
34. 16'x16' CRA......L sPACE FOUNDATION PIER CON-SITE
BY BUILDER) SEE roUNDA nON DETAIL
35. 2 PC. HEADER (SEE APPROPRIATE ROOF GIRDER
SCHEDULE FOR SIZE)
36. 2 PCS. 1/2' PLY DR STRUCTIJDoD FILLER
37. DOUBLE 1/2'x1 1/2' COMPRESSION STRIP
38, VEDGE BLOCKING
39, DBL. 2x4 SPF STUD AT 16' O.c. MARRIAGE IJALL
(STD) 2)(3 SPFij2 AT 16' O,C. OR 2)(4 SPF STUD
AT 24' D,C. <opn <SEE CALC. MANUAl) DBL. TOP
PLATES (STO) REQ'D IF TRUSSES DO NOT ALLIGN
1,,1 ISTUDS
40. 2X6 SPF STUD GRADE 16' D.C. (STO) <24' D.C. OPT)
41. EAVES FLASHING STRIP OF MINERAL SURFACED
ROLL ROOF TO EXTEND TO A POINT OF 12' MIN.
INSIDE THE INTERIOR VALL LINE
42. 1 1/2'x16')(26 GA, GAL VINIZED STEEL STRAPS
PLACED AT 48' D.C.
<*121)" REFERENCES. SECTION R803,2,2 TABLE 503.2.1 (1) RESIDENTIAL CODE OF NEIJ YORK STATE
EIJA E30-98, APA ENGINEERED VOOD CONSTRUCTION GUIDE TABLE #24
4-16 GIl S'lAPLES
EACI-I S'lRA~
I 1I2'~10'X26 GI'l
GALI,I,ST(CLS'lRAP
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APEX SERIES INTERIOR
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TRUSS TO ....NJ.. ANCHCRAGE
[PT. TRUSS TO....ALL ANC~
APEX SERIES ENDVALL
FRAMED OPENINGS
APEX SERIES INT TO INT APEX SERIES INT TO BEARING
APEX SERIES END~ALL TOP PLATE OVERLAPS VALL CONNECTION DETAILS VAll CONNECTION DETAILS
EXTERIOR CORNER VALL I SIDE'WALL TOP PLATE FOR TIt. IN ~GANG NAIL PRPL3
CONNECTION DETAIL r- I
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-1- G'NG "'IL PRPL3 Q...JP' I"U\TtS
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END~ALL EXl "'''LL CONNECTION DETAIL ~ ~
FLOOR PLAN VIE~ ENDVALL _ !-!Jl4Xt3 gor Ie
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FLOOR PLAN VIEIJ FLOOR PLAN VIE'"
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APEX SERIES 'viALL FASTENING SCHEDULE
FASTENERS ADHESIVES
FRAMING NAILS SN607 2500/BX EXT "'ALLS TO FLOOR ACCUCRYL 700 TUBE
SHEATHING TO STUD N 21 BAB 10M/CRTN EXT "'ALLS TO EXT "'ALLS ACCUCRYL 700 TUBE
DRY"'ALL NAILS 138 AT BAN . 50 LB/CRTN SHEATHING TO STUD CA-40-2912 PARR 5927 ~40
BLOCKING STAPLES PI5BAB 10000/BX DRY"'ALL TO STUD (INn MUR 8225-BH
LAG BOLTS 5164HLP 1000/CRTN DRY"'ALL TO STUD (EXn DO'" VERAMER 350 LB
STRAPPING STAPLES P15BAB 10000/BX
TYPICAL APEX SERIES BLOCKING DETAILS
NOTE_ ALL BLOCKING IS 3/4 X 1 ,-,RAPPING
STICKS UNLESS OTHERIIISE NOTED CL Of VANITY
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R-3D f.G. INSlA....
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R-3D r.G. IHSLL
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fR~D
AREA
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1'/:-38 f.G. INSLL
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FOR
INSULATION VALUES
ROOF / CEILING - VAULTED
SPACE
235. ASPH. SI-NiLS.
7116' O.S.I. SHTG.
o
o
V~ TED CEILING \II ELECTRIC )-EAT IS NOT AVMlABLE
INSULATION VALUES
FOR FLOORS
1'/:-30 f.G. INSUL..
\IN.B. (CCJo4PRESSED)
@
R-19 f.Ci.
'vI/v,l.
@
INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED
FROM THE SYSTEM AND SUBMITTED TO LOCAL
CODE ENFORCEMENT OFFICIAL IN CONNECTION
'WITH BUILDING PERMIT APPLICATION SHALL BE
ACCOMPANIED BY A MECch~ck REPORT
(INCLUDING THE INSPECTION CHECKLIST)
R-l1 r.G. BATTS
INSUL
FOR 1ST
2K" ITH. CHCRD
INSu... AAEA FR:AJoED
AREA.
R-38 f.G. INSLL
\J/V,B.
1/2' GYP, IRe.
o
2xB CLG. JSTS.
R-38 foG. IN$I.L
"'IV.),
lie" GYP. BRD.
(0
R-ll f,G. BATTS
INSUL.
1/)""
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4:~
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INSULATION VALUES
FLR. TO 2ND FLR. EXT.
o
PERIMETER
7116' o.S.I. StEflTHlNG
3/-4' POL YSTYIi![PoE
rOAM BDARD
R-13 foG. INSLL. "'IV)
1/2' GYP, BRD.
VINYL SIDJNG
2x4 STUDS I 16- D.C.
@
1116' D.S,), SHEATHING
VINYL S[l)INe;
R-19 FoG. INSlL. 'ii/VI
1/2' GYP. BRD.
2d STUDS I 16' o.c.
@
7116' a.s... Sl-EATHING
I' POLYSTYRENE
f0N4 BOARDCR-5>
R-21 f'.G. INSUL. \lIV)
112- GYP. BRD.
VINYL SIDING
b6 STUDS I 16' D.c.
7116' D.S.I. SHEATHING
3/4. POLYSTYRENE
roAM lOARD(R-3.8)
R-19 F.G. INSLL \lIV>>
112- GYP. BRD.
VINYL SIDING
2M6 STUDS I 16' D.C.
@
7/1'- as.1. SI-EA THING
I 1/Z" PO.. YSTYREN(
nW4 BDNI:DCR-7,5>
R-19 F.G. INSlJ... \lIV)
1/2" GYP. IRD.
VINYL SIDINCi
2M6 STUDS . 1" a.c.
@
@
ALL DETAILS SHOWN ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS
OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE
~ fRAMING
R-19 F.G. INSUL
NOTES'
1. RESIDENTIAL. BUIUnHGS REGULATED IV THIS PART $HALL IE DESIGNED IN ACCORIlANCE \11TH THE TI-€:RHAL
PERf"ORHAlCE VALUES LISTED IN THE rccc [J'" NYS. THE APPRCPRIATE THERMAl PERFORHl\NCE
A:EQUlREMDlTS SHALL IE DEPENIW(f ON THE HEATING SYSTEM TYPE THAT PRDVI.D(S COHf'~T CONDITIl>oIING
TO TIoE HA..DRIlY [F THE CD\IDITlDNE:D rUDt o\REA.
2. ALL IUlLDING ENV[LOPE ELEMENTS THAT C[JH,t"lN HATE:JiIALS 'WHICH ARE CAPAILE IT AIS'ORIING OR
To\KlNG UP MID HCLDING HllISTURE SHI'IU. I( PROTECTED BY A V.....OR RETARDER LDCATED DN TI-I: \lINTER
\lARM SIIlt r:T HE INSLLATIIJN IN ACCORDANCE \lJTH THE E:cee [T NyS.
3. INSLLATJDN SHALL IE INSTALLED IN A MAtKA: THAT PROVIDES tDlTlNUlTY r:T INSLLATlDN AT PLATE: LINES,
SIU LINES, I;.ND JDISTS. AND CCRNERS.
4. ALLD'w'ALr IHf'ILTRATJIJN RATES (\In.n tuted ~ accordance with ASTM E 2B3). \lINDO\lS (c'", peor lIql.&re
foot of' wlndo_ orn) - 0.3 Ref. MHW'w'DMA 101/1.S2 .. ASTH D 4099, SLIDING DaJRS (e/'" ~r lI'1'-*r. foot of'
of' door u-ea) - 0.3. S.1ng1rlQ Door. (ef'", per llquore foot of' c600r Gru) -D.~ Rl'quIreMnt. Do.Sl'a on doOf"
u:..l"lbty.
5. H..L..otNTS AND OPENINGS IN IUlLDING [NVEUPE: SYSTEHS INCLUDING nOSE AROUND 'w'INDlJIJS iItoND DCDi
F'RAMES. IET\lEEN 'w'H..LS ,\NIl ROOF'/CEILJNGS, .El....EEN "'AUS AND rL.IDiS DR r[l.lNDIITJONS, I(T....(EN
'w'ALL PANELS. AT UTILITY SERVICE PEI€:TRATIONS, AND JET'w'EEN DISSIMILAR MATERIALS SHALL JE CAU..ICED,
GASJ(ETtD, 'w'tATI-ERSfRJPPCI. DR OTHERW'ISE SE:ALED.
&. AN AIR INrILTRATlON IMRIER SHALL K INSTALLLD ....HEREVER A VENTILATED SIDING MATERIAL IS INSTALLED
OR TI-I: SIDING INSTALLATlIJN T[CHNIQl.E NECESSITATES A LOOSE-fiTTING APPLICATION.
7. ALL f'lREPLACE UNITS SHALL HAVE INrIL TRATION LOSSES \11TH THE :DN4PER IN THE CLOSED POSITIIJN OOT TO
EXCEED !O aM AT 0.3 INCHES WATER GAUGE. IF' THE DAMPER ALONE DOCS NOT HEET THIS REQUIREMENT,
TIGHT rITTING HDNC~IUSTlJLE f'lREPLACE DOCJRS SHALL IE USED.
8. AU. f'lRtPLACE: UNITS SHALL IE PROVIDED \iITH A S[JJRCE r:T CDMIUSTlON AIR, DUCTt:D rR~ THE OUTDOORS,
IF SlJTICI(NT I;IIJANTliY TO SUPPt:RT COMIUSTJON. THIS SOURCE: SHALL IE EQUIPPED 'w'JTH A DAMPER
CAPABLE Dr BEING rLLL Y CL.OSED.
9. NO DEVICE INSTALLED IN A f'lREPLAC[ THAT USES A GASE:OUS F'LEL rOR ITS DPERATlIJN SHALL IE [QUIPPED
'JJTH A CONTltl..DJSLY OPERATEll STANDING PILOT LJGHT.
10. TEHPURATURE CI:J\ITR[L EACH D'w'[LLlNG UNIT SHIoL.1. IE PROVIDED 'w'ITH AT LEAST 1 THRHOSTAT CAPAILE r:T
AU~T1CALLY ADJUSTING SPACE: l[IoPURATUR[. EACH THERMOSTAT SHALL HAVE A MINIMUM RANG[ r:T TEMP.
SETTINGS rROM 4:1 DtGR.E:E:S r TD BS DEGREES F' ~D SHALL IE CAPAILE: IF PROVIDING A DEADaAND or I<IJ
LESS THAN :I DEGRat r JET'w'EEN ru..L I<ATlNG ANll CIXLING
U. ZI:JIIING. AN ACCESSIILE HANUAl. [II AUTCt4A TIC MEANS SHALL IE PIiOVIOCD TO RUTRI CT [II SHJT
DfT TI€ tEATING AND/OR ClD.JJo<<i TO EACH TE:RMlNAL. UNIT,
12. INSLLATlIJN ....ITH " MINIMUM THICkNESS [F HO LESS THAN 1- SHALl IC INSTALLED ON ANY SUPPLY
AIR DUCTS LDCA TED WTSJJlE [F A CONDITIONeD SPACE
11 ALL TRANSVERSE ..DINTS IJN SlPPL Y AIR DUCTS LIXA TED WTSlDE: or A CONDITIONO SPACE SHALL
IC stAL.ED \inH I\1lHESIVrS, SEALANTS, Gl\SKETS. TAPt SYSTEMS, OR CQHBlNATIONS THERlF.
14. SIJPPl '( AND [XWAUST AIR INTAKES AND OUTLETS SHAlL IE EQUIPPE:D "'JTH TIGHT SHUT DF'r DN4F'[R$
A.T TI€ 1UlLD1fr(; [NVELCPE TD MINlHlZE AIR LEN(A.GE.
15. IHSI.l.ATl[>>j \11TH A MINIMUM THICkNESS cr I 1/2" SHALL IE INSTALLED ON ANt SPACE HEATlNG
DISTRaUTlDN PIPING LOCATED DUTSlDE r:T A. CONDITIONtD sp;.t(.
16. INSlLATIll\I 'w'ITH A MINltfJH THJCKIlESS [F' NO LESS THAN 3/"" SHALL IE JNSTALL[Il ON ANY
SERVICE VATER DISTltllUTlDN PIPING THAT IS GREATER THAN 3/4' IN DIAMETER
17. PLASTIC SKYLIGHTS RECilLATED BY NYS. PART 719. SHALL t<IlT EXCEE:D 2:00 SQ. n. JH AREA , :1'-1)" HJN.
IET'w'[[N SKYLIGHTS
18. DCDRS , VlNDO'w'S L.E:SS THAN 2:'-0" F'R04 A LOT-LINE ~ IN (XTERIDR OR lNTERIDR TENANT, Sf AIR. GAR~
WMATIDN \iALLS , ZDD-UIT UN[. VlllU..S Al..SC SICTLJGHfS. UINDtS. , RJJlCi[ vtHTS uss TWoN TW rE:ET f1l:DM LDT-LlHE C.
PASSING THRU A rJRE RATED CEILING IN A STAIR OR GARAGE SHALL IE 3/4 ... MI.N. rIRE RATED' IE SE:Lf'
CLDSIHG OR HAVE A 3/4 HR. MlN. DPENING PROTECTIVE:
It. GLAZING IN DOORS, rtX[D SIDE P~LS. TUI , SIOJER [NCLOSURt:s UNCLUDING IaR, PANELS.. 'w'INDQIJ$')
IHTERIOR PARmlDHS 18- DR LESS F'1iOH fL..!Di LEVEL SHALL IE SK(TY GLAZED.
20. SrE CAlCLl..AllDNS HANJAl APPENDIX 'D" rOR ADDITIONAl. I,..ORI4ATlIJN
2:1. ""CHUM GLAZING ~RCENTAGt SHALL hOT [xCCED l:iX [f' THE TOTAL EXTERIOR 'w'ALL AREA.
"Sl"l'lCI: IlDDVDI ". lH[ ICV ~ "",n ST"W' tI" ~JrL..
~,~~~*
i>ft'/,;, .. ..::\1:;),.\
,,:,_J ""()'''': ...
~;,. {i:';'"
~ :~ :
C>'r"
. ...
. ...
~'-'
t,,,,
<$' ~'),,:' <-:r , ' ...-~ ..,
~ #~:::'.e {j .~~~ .:iO~ ~
e'." <$~,/t,~ ..~!. .,\ .....
$,,~ ':...1;- ~....:t::-\( ~.....
~,. IU."FEB 1 0 Z005
~./ _J'ItU'"'
.A ./Z 'EX -. .--
flONKs, fNe.
ur .. '" lUll, ~ .N ,,-.u
(nw) N7'-aaI ,~ ..,.........
INSULATION VALUES -IRe
n.
....."
A44
BSL
.,
.'
"
.
ROOF ICEILlNG
U-0.032
U-0.025
U-0.039
ROOF ICEILlNG
U-O.035
FLOOR
U-0.050
U-0.040
IIALLS
U-0.070
U-0.054
U-0.076
U-0.053
U-0.043
L
"'Il'W:[ IlDDtVO tta M IC'J 'I'IJlI( n"Tt nllH" IF ~~.
INSULATION SCHEDULE
1/2' DRYIIALL
2.6 STUDS @ 16' DC.
R-19 INSUL. .1 VB.
R-30 INSUL. ~2.4 TRUSSX 1/2' DRYIIALL
wi V.B. /~. ",
I ~ I
U-0.038
VINYL SIDING
1 1/2' POLYSTYRENE
FOAM BOARD
7116' OSB.
NOTE,
FOR CALCULATIONS AND ADDITIONAL INSULATION OPTIONS SEE CALCULATIONS MANUAL.
R-38 INSUL. ~2x4 TRUSSX 1/2' DRYIIALL
wi V.B. /~. ",
I ~ I
INFIL TRA TION
INFlL TRA TlON FACTORS
.667 IS REDUCTION FOR STORM PANEL ANDIOR ilEA THER STRIP AS FOR TABLE I PG. 21S ASH RAE
C', = .018 VCTI-TOl AIR CHANGE ASHRAE 24.6(Al
V = VOLUME
TI-TO . 72' - 0' F. TEMPERATURE DIFFERENTIAL BASE
AIR CHANGE = IIINDOII OR DOOR I IIALL
.018..72xl..667 = .86 BTUH/SC.FT.
1/2 AIR CHANGE = IIINDOII OR DOOR 2 IIALLS
.018x.72xl.5x.667 = 1.30 BTUH/SC.FT
2 AIR CHANGE . IIINDOII OR DOOR 3 IIALLS
.018x.72x2x.667 . 1.73 BTUH/SC.FT.
INFlL TRA TlON LOSS FOR DOORS AND IIINDOIIS SHALL NOT EXCEED THE FOLLOIIING,
IIINDOIISo 0.5 CFMILF OF OPERABLE SASH CRACK
SLIDING DOORS' 0.5 CFMILF OF DOOR AREA
SIIINGING DOORS, .03 CFMISF OF DOOR AREA
MAXIMUM GLAZING PERCENTAGE SHALL NOT EXEED 15% OF THE TOTAL EXTERIOR IIALL AREA
. HANDBOOK OF FUNDAMENTALS
R-30 INSUL. ~ 2x8 RAFT. ~ 1/2' DRYIIALL
wi V.B. r~. ",
I I
7 116' OSB'~
15~ FEiLT sC235~ SHINGLES
M /2x12 RAFT.
~_ 1/2' DRYIIALL
19/32'
TLG OSB'~
I . I
R-19 INSUL. 2x8
w/ VB.
TLG OSB.~
I I
R-19 INSUL w/VB. 2x8
COMPRESSED
FLR JOISTS
FLR JOISTS
19/32'
INDIVIDUAL (DESCRETEl MODEL PLANS DERIVED
FROM THE SYSTEM AND SUBMITTED TO LOCAL
CODE ENFORCEMENT OFFICIAL IN CONNECTION
IIITH BUILDING PERMIT APPLICATION SHALL BE
ACCOMPANIED BY A MECch.ck REPORT
<INCLUDING THE INSPECTION CHECKLIST>
VINYL SIDI~G 1/2' DRYIIALL
2x4 STUD
7116' OSB. R-13 INSUL. wi VB.
SEE CALCULATIONS MANUAL APPENDIX 'D' FOR ADDITIONAL INFORMATION
~~
"..." of" At-, #~~
, ~<.,~,,~-,;'~ l' ,':'~~a ~
~ ~"\.'~ ...~t:... fIi
, :o..;....."..,.".o"-"..~_.o_."...);"'A if)
i :J;': '.:;.. "'~ ;
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t'>' ,I"; ~ ..
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., ~f"';"'~"
.~
.,,'it
",':9.'4'
::;.. ~~
VINYL SIDI~G 1/2' DRYIIALL
1/2' R-MAX DR 2x4 STUD
3/4' STYROFOAM
R-13 INSUL. wi VB.
7/16' OSB.
-jl=1/2' DRYIIALL
5/8' PL Y Tl-lI 2x4 STUD
R-13 INSUL. wi VB.
,""
~"
~~
(j'I~
",ji. <
'. ~.t1l;Qii~
VINYL SID~NG 1/2' DRYIIALL
2x6 STUD
7/16' OSB. R-19 INSUL. wi VB,
FES 1 () 2nn~
~~psx ---
""sONSS, -I:"
ur".~UMt.~I1JIIl7,N "I4l
(n.) ..-r-u. IU .".......
VINYL SIDING
1/2' R-MAX DR
3/4' STYROFOAM
7/16' OSB,
1/2' DRYIIALL
2.6 STUD
R-19 INSUL. wi VB.
INSULATION VALUES -IRe
n.
ISL
;,
f
I.D
"<t
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c::::> ~i
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c ~I ~I ~
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~",,~('~~~""S\\.\O'). ~ ~ ~
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~
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to
.
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~
~
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i I fts~~i~ ~
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dls ~;... "11 =~;
id ~n;Zd Cl .. -<~
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e ~81i2 ; i! ~ ~>~
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. ANDERSEN VINDDV SCHEDULE 'U' VALUES M &. V VINDDV SCHEDULE 'U' VALUES "'IIIDDtVtJFD: THl:IotoI 'I1JIIll(n....'f[: nAM ~ ~fol.
KEY TYPE CODE ROUGH OPENING 'L' 'V' 'SC.FT.' 'R' AIR ../GRILLES l"!D GRILLtS KEY TYPE CODE ROUGH OPENING 'L' 'V' 'SQ,fT.' 'Iii!' AIR iTANllAAD 'w'lTH .v<<:.oN
I. DOUBLE HUNG TV2132 30 1/8'x41 1/4' 5.09 2.9-4 8.1 3.2 .10 .31 .35 I. DOUBLE HUNG 2132 30 3/0')(-41 1104' 5.9 2.71 7.39 3.3 .11 .37 .33
2. DOUBLE HUNG T'-'2842 31 1/8'x53 1/4' 8.23 4.64 12.34 3.2 .10 .31 .35 2. DOUBLE HUNG 2812 ,34 3/8')(53 1/4' 9.1 1.1 11.11 3.3 .11 .37 .33
3. DOUBLE HUNG T\l3046' 38 1/8'x57 1/4' 10.31 5.73 11.85 3.2 .10 .31 .35 3. DOUBLE HUNG 3046 . 38 3/8')(57 114; 11.2 5.9 13.5 3.3 .11 .37 .33
1. DOUBLE HUNG TV2852 31 1/8'x65 1/4' 10.48 5.88 15.11 3.2 .10 .31 .35 1. DOUBLE HUNG 2852 34 3/8')(6:5 1/04' 11.1 6.02 13.7 3.3 .11 .37 .33
5. DOUBLE HUNG TV2856 31 1I8'x69 1/4\' 11.22 5.05 16.08 3.2 ,lD .31 .35 5. DOUBLE HUNG 2856 34 3/8'x69 1/4' 12.2 6.01 1<.6 3.3 .11 .37 .33
6. D.H. PICTURE 1\120 DHP4246-20c 99 1/4'x57 1/4' 25.< 6.1 39.0 3.2 .10 .31 .35 6. D.H. PICTURE 18-4046-1811: 93 5/8'x57 11'" 25.1 6.1 39.0 3.3 .09 .37 .33
7. D.H. 45. BAY 1\145-310"'6-20' 90 3/8'x58 3/4" 25.4 6.1 37.1 3.2 .10 .31 .35 7. DoH. <5' BAY 45-18-4046-18 c 85 1/4'x57 3/1' 25.1 6.1 37.1 3.3 .08 .37 .33
8. CASEMENT BOV C4S .BD'w' 97 1/4'x61 7/S' 30.2 10.8 42.0 3.2 ,03 .31 .31 8. CASEMENT BOV 2050 1 V 94 7/8'x61 1/2' 26.0 20.3 42.0 3.3 .OS .35 .31
9. CASEMENT PICTURE CV25-2" 114 3/8'x60 3/8' 30.2 10,8 "1.5 3.2 .03 .31 .31 9. CASEMENT PICTURE 2OS0 QUAD' 96')(60' 30.2 10.8 11.5 3.3 .05 .35 .31
10. CASEMENT C\l135. 28 7/B'x41 3/B" 7.2 5.7 8.3 3.2 .03 .31 .31 10. CASEMENT Z0435 29 1/04"x041 114" 7.2 5.7 9.3 3.3 .05 .35 .31
11. CASEMENT C...,lS- 28 71S'x60 3/8' 11,2 8.5 11.8 3.2 .03 .31 .31 11. CASEMENT 2150' 29 1I","x60 1/2' 11.2 8.5 11.8 3.3 .05 .35 .31
12. DOUBLE HUNG T'W20"2 26 1/S'x53 1/4' 5.79 3.1 9.11 3.2 .10 .31 .35 12. DOUBLE HUNG 2012 26 3/0"x53 1/"''' 5.79 3.1 9.11 3.3 .11 .37 .31
13. DOU8LE HUNG T'W20"",6t 26 1/8'x57 1/4' 6.31 3.7 10.12 3.2 .10 .31 .35 13. DOUBLE HUNG 2046c 26 3/B"x57 1/"'- 6.31 3.7 10.12 3.3 .11 .37 .33
11. DOUBLE HUNG T'W2052t 26 1/8'x65 11.., 7.37 1.31 11.51 3.2 .10 .31 .35 11. DOUBLE HUNG 2052c 26 3/0.x65 11"'- 7.37 1.31 11.51 3.3 .11 .37 .33
15 DOUBLE HUNG T'w'2056t 26 I/S'x69 1/4' 7,89 3.7 12.25 3.2 ,10 .31 .35 15. DOUBLE HUNG 2056c 26 3/8")(69 11"''' 7.99 3.7 12.25 3.3 .11 .37 .33
16. DOUBLE HUNG TV3052' 38 1/8'x65 1/4' 12.03 6.67 16.95 3.2 .10 .31 .35 16. DOUBLE HUNG 3052 38 3/8')(65 5/8' 13.0 6.39 16.95 3.3 .11 .37 .33
17. DOU8LE HUNG TV3056 38 1/8'x69 11'" 12.89 5.73 17.99 3.2 .10 .31 .35 17. DOUBLE HUNG 3056 38 3/8')(69 SIB' 13.9 6.87 17.99 3.3 .11 .37 .33
18. D.H. CIRCLE TOP CTN20 26 I/S'xIS 3/4' 1.1 0 2.9 3.2 .10 .31 .35 18. D.H. CIRCLE TOP rCM-1 26 3/8'xl< 5/8' I.J 0 2.9 3.3 .11 .37 .33
19. D.H. CIRCLE TOP eTNZ'" 30 I/S'xI7 3/'" 1.6 0 3.7 3.2 .10 .31 .35 19. D.H. CIRCLE TOP rCH-6 30 3/8.x16 5/B' 1.6 0 3.7 3.3 .11 .37 .33
20. D.H. CIRCLE TOP CTN28 3"1 1/S'x19 3/'" 2.2 0 1.7 3,2 .10 .31 .35 20. D.H. CIRCLE TOP rCH-8 31 3/8'xl8 5/8' 2.2 0 1.7 3.3 .11 .37 .33
21. DoH. CIRCLE TOP CT N30 3S 1/8'x21 3/.., 2.8 0 5.8 3.2 .10 .31 .35 21. D.M. CIRCLE TOP rCH-IO 38 3/B'x20 5/S" 2.8 0 5.8 3.3 .11 .37 .33
22. CSMNT CIRCLE TOP CTC'Wl 28 7/S'x17' 1.5 0 3.1 3.2 ,03 .31 .31 22. CSMNT CIRCLE TOP rCM-5 29 1/"''')(16 51S' 1.5 0 3.1 3.3 .05 .35 .31
23. CASEMENT CN235 -41 1/"'x-41 3/S' 8 7.1 11.9 3.2 .03 .31 .31 23. CASEMENT 1835 TVIN "'I 3/4"x41 II""," 8 7.1 11.9 3.3 .05 ,35 .31
21. C.TOP/P1CTURE CTC3 OVER CP335 72 3/S'x79 3/..' 29.2 0 040,1 3.2 .10 .31 .35 21. C.TOP/PICTURE rCM-21 OVER 6053 73'x79 1/2' 29.2 0 10.1 3.3 .09 .33 .31
25. ELIPT ACLE ET6 72'x17 3/S' 1.3 0 8.7 3.2 .10 .31 .35 25. ELIPTACLE rE-ll 71 3/1'xl6 5/9' 1.3 0 8.7 3.3 .11 .33 .31
26. OCTAGON NOT APPLICABLE NIA NIA NIA N/A N/A NIA NIA 26. OCTAGON 2020 22 1/2')(22 1/2- NIA NIA NIA IA N/A NIA NIA
27. A'WNING AN31 I 36 1/2'x21' 3.5 1.9 5.3 3.2 .10 .31 .35 27. A'WNING 3018 37"x20 3/4" 3.5 1.9 5.3 3.3 .11 .33 .31
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NOTES,
ALL I./INDOI./S SHALL MEET DR EXCEED MINIMUM I./IND PRESSURES AS PRESCRIBED
IN SECTION R613, TABLE R3D1.2(2) AND TABLE R3D1.2(3) OF THE RESIDENTIAL CODE
OF NEI./ YORK STATE.
ALL GLAZING IN HOMES ERECTED IN I./IND BORNE DEBRIS REGIONS SHALL MEET
OR EXCEED THE REQUIREMENTS AS PRESCRIBED IN SECTION R3D1.2.1.2 IN THE
RESIDENTIAL CODE OF NEI./ YORK STATE.
(Q) DENOTES EGRESS I./INDOI./
(b) DENOTES (GRADE FLOOR ONLY) EGRESS I./INDOI./
(c) DENOTES NEI./ YORK EGRESS I./INDol./
SEE CALCULATIONS MANUAL APPENDIX 'G' FOR I./INDol./ AND DOOR
MANUF ACTURERS' I./IND PRESSURE TESTING AND COMPLIANCE.
SEE CALCULATIONS MANUAL APPENDIX 'G' FOR I./INDol./ AND DOOR
MANUFACTURERS' ENERGY CODE COMPLIANCE
I
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, 0
1
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BLOCKING AT SPLICE
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rEeD 16 CiA STRAPS:
TO ATTACH TO LVL
ON PIER EVERY 4'-0' O.c
ON RANCHES DR fiRST
flOOR Dr T'w'lJ ST~Y
NOTE,
SHINGLES TO HAVE 6 NAILS PER SHINGLE
1 1/2' )( 18 GA
STRAP EVERY
.)ALK 8/J NAILS
5 EACH SIDE
DDL STRAPS FOR
90 MPH [)R HIGIoltR
OPENINGS 8'-0' OR
LARGER USE STRAP
ON EVrRY JACK STUD
EXTERIOR AND MARRIAGE VALLS
11l2'x18GA
STRAP EVERY
TRUSS Bel NAILS
~ EACH SIDE
OIL STRAPS roll:
90 IolPH OR I-lIGHER
, ,0.5.8.
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, 0
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5 EACH SIDE
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90 14"101 OR HIGHER
dJ 0
IN Ell tDI E
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1/16
05.8.
, .
1/16
USE SAME NAILING
AS fRONT VALL
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\-/IND
MPH
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