HomeMy WebLinkAbout32327-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
Date: 06/21/07
No: Z-32418
THIS CERTIFIES that the building
NEW DWELLING
Location of Property: 410 NORTH
(HOUSE NO.)
County Tax Map No. 473889 Section 71
PARISH DR
(STREET)
Block 1
SOUTHOLD
(HAMLET)
Lot 33
SUbdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
AUGUST 28, 2006 pursuant to which
Building Permit No. 32327-Z
dated
AUGUST 29, 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 SINGLE FAMILY DWELLING(MODULAR) WITH GARAGE UNDER AS APPLIED FOR.
The certificate is issued to JOHN D ANDERSON
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10 - 0 5 - 0 0 2 7
05/11/07
ELECTRICAL CERTIFICATE NO.
3012623
01/22/07
PLUMBERS CERTIFICATION DATED
05/31/07 RICK DURAND
Rev. 1/81
-1LP0 -yqOO.
Form No. ...
TOWN OF SOUTHOLD
BUD.,DING DEPARTMENT
TO,:','::" ") '. 0, "'_~ ~: "}b
APPLICATIONFORCERTIFICATEOFOCCUPANCY IJU I 19 L !j
This application must be filled in by typewriter or ink and submitted to the Building Departm~t wi e ~kl D
\ TOWN Qf.~ T!i
A. For new bulld1Dg or new use:
I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features. .
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certitying that the solder used in system contains less than 2110 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 Planuing Board Approval of completed site plan requirements.
B. For existing buUdlngs (prior to April 9, 1957) non-eonformlng uses, or buUdlngsand "pre-existing" land uses:
I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic .
features.
2. A properly completed application and a consent to inspect signed by the applicant. Ifa Certificate of Occupancy
is denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy - New dwel1ing $25.00, Additions to dwelling $25.00, Alterations to dwel1ing $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $25.00
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.oo} J
Date. [5 l~1 ()7
,/ I I
I OldorPre-eXistingBuildw (c~kone)
Location of Property: . LlI 0 11M ffi _ JOn 1)(\ u-e
House No. Street
Owner or Owners of Property: -:r c>hr\ Prn.~Of)
II Block OJ
New Construction:
~ui-ho)o~
HamIet
Suffolk County Tax Map No 1000, Section
iU/A- .
. ,
Lot
33
Subdivision
Filed Map.
Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: ~ () 1 K: IO-05-cti7Underwriters Approval:
Planning Board Approval: A) / p.,
Request for: Temporary Certificate
':2S~
30IL(P"2-~
Final Certificate:
~ (check one)
Fee Submitted: $
~
~x I;) 751
c o:c. 3~ '-J I r-
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.
32327 Z
Date AUGUST
29, 2006
permission is hereby granted to:
JOHN D ANDERSON
PO BOX 1329
SOUTHOLD,NY 11971
for :
CONSTRUCTION OF A NEW DWELLING (MODULAR) WITH GARAGE UNDER, AS
APPLIED FOR
at premises located at
410 NORTH PARISH DR
SOUTHOLD
County Tax Map No. 473889 Section 071
Block 0001
Lot No. 033
pursuant to application dated AUGUST 28, 2006 and approved by the
Building Inspector to expire on FEBRUARY 29, 2008.
Fee $
1,126.20
;Z,~J~ ah'~
! Authorized Signature
ORIGINAL
Rev. 5/8/02
~~~I!I
III ... I ~;$3 ~
BY THIS CERTIFICATE OF COMPLIANCE THE I . ~
NEW YORK BOARD OF FIRE UNDERWRITERS I
BUREAU OF ELECTRICITY ~
40 FULTON STREET - NEW YORK, NY 1 0038 ~
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I Located at
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I Section:
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CERTIFIES THAT
Upon the application of
upon premises owned by
JIM SAGE ELEC. INC.
PO BOX 38
GREENPORT, NY 11944-0038,
JOHN ANDERSON
410 N. PARISH DR
SOUTHOLD, NY 11971
410 N. PARISH DR SOUTHOLD, NY 11971
3012623
Certificate Number:
3012623
1000 Block:
71-01
33 Building Permit: BDC: ns11
;t-I'~'^f 341a~'
Described as a occupancy, wherein the premises electrical system consisti~g of
electrical devices and wiring, described below, located in/on the premises at:
Lot:
Basement, First Floor, Attached Garage, Outside,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in 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
authority having jurisdiction, and found to be in compliance therewith on the 22ndDayof January, 2007.
Name OTY Rate Ratin. Circuit ~
Miscellaneous
modular house
NYState approval # 19-39596
mfg-Excel Homes
serial # 991806
Alarm and Emergency Equipment
Sensor
Appliances and Accessories
Furnace
Air Conditioner
Air Conditioner
Panels
I 0
Smoke
2 0
I 0
I 0
48.000
36.000
Gas
BTU
BTU
60
2
Wiring and Devices
Outlet
Fixture
Outlet
Receptacle
8 0
8 0
9 0
3 0
Fixture
Incandescent
General Purpose
General Purpose
seal
Continued on Next Page
I 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.
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I Located at
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. BY THIS CERTIFICATE OF COMPLIANCE THE ~
'NEW YORK BOARD OF FIRE UNDERWRITERS ~
BUREAU OF ELECTRICITY ~
40 FULTON STREET - NEW YORK, NY 1 0038 ~
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CERTIFIES THAT
Upon the application of
upon premises owned by
JIM SAGE ELEC. INC.
PO BOX 38
GREENPORT, NY 11944-0038,
JOHN ANDERSON
410 N. PARISH DR
SOUTHOLD, NY 11971
410 N. PARISH DR SOUTHOLD, NY 11971
3012623
Certificate Number:
3012623
Section: 1000 Block: 71-01 Lot: 33 Building Permit: BDC: ns11
Described as a occupancy, wherein the pr~~~~ctcal system consisting of
electrical devices and wiring, described below, located in/on the premises at:
Basement, First Floor, Attached Garage, Outside,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in 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
authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of January, 2007.
Name OTY Rate Ratin. Circuit ~
Switch 4 0 General Purpose
Disconnect 2 0 60 amp Air Conditioner
Receptacle 3 0 GFCI
Service
I Phase 3 W Service Rating 200 Amperes
Service Disconnect
Meters: I
200
cb
seal
2 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.
Town Hall. 53095 Main Road
P.O. Box 1179
Southold. New York 11971-0959
Fax (631) 765-9502
Telephone (631) 765-1802
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
January 18 2007
John Anderson
PO Box 1329
Southold, NY 11971
RE: 2515 Calves Neck Rd., South old
TO WHOM IT MAY CONCERN:
We are unable to complete your Certificate of Occupancy because of the following reasons:
L
X
X
j(
An application for Certificate of Occupancy is not one file. (Enclosed)
No Electrical Underwriters Certificate on file.
The check is (not on file) $25.00
Final Health Department approval not on file.
No final inspection has been completed.
-4-
No Plumber Solder Certificate on file. (All permits involving plumbing issued after
4/1/84)
Certificate of Compliance from the Trustees.
Final Planning Board Approval
BUILDING PERMIT: 32327
SOUTHOLD TOWN BUILDING DEPT.
06-14-2007 15:20 RSGC 6317654999
T_Il..S:lON MIlD....
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IIVILDINO PlfAJn'MlHf
TOWN or 8OIJ'I'IIOLD
CERTIFICATION
Dale: S!3,}Oi
, .
Building Permit No. ~ d 3') 1
Owner: .~Dhn E1nOers.on
(pbso print)
Plumber: 1<../ C..k Du I<A NO
(pICHe print)
1 cenify that the solder u&ed in the water IIlIppIy system contains less than 2/10 of I'll. lead.
. ~
Sworn to before me thIS '3/
day of 9rl1' 2011-
~;3.AN
.
NotIIryPublic. SUf~'-K. COIlDty
.1
, \<?;\c ~
(Plumbers Signature)
~
JO.A~JN BARONE
Notary Public. Slate Of New York
No. 01 BA6087016
Qualified In Suffolk County
Commission Expires 02110/20 .1J
PAGE2
... (631) _.IID
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State of New York
County of S. J.h\'c
.462OQ'C
I, John Anderson, property owner of 410 North Parish Drive Southold New York 11971, agree to
have sufficient ground cover with either seed or sod for the spring of 2007. As well as the ground
cover, I will have the fireplace chase covered with laminate stone. I have had Joseph Fischette,
P.E. complete an inspection in which he certifies that the Ice and Water Shield will protect the
plywood box fireplace chase that covers the interior metal fiue until the spring of 2007 (see
attached).
I!k bdmou
/ '
john Anderson
1J-j;sj06
I f
Date
Subscribed and sworn to before me,
this l~ l'
~(/~V
. [day of month] day of
[month], 20..!l&.
[Notary Seal:]
L-.
[sIgnature of Notary
BONNIE J. DO
Notary Public, State 01 New "It
. JJp~QlD66~, ~8}k;~~
[prmk"'[6tIt\'lVPiltSmtfJI
NOTARY PUBLIC
My commission expires:
,20~.
~ !li:x~;Pc; SC'{!3
PROFESSIONAL ENGINEER
1725 HOBART ROAD I PO Box 616 SOUTH OLD, NEW YORK 11971
TEL: 631.765.2954' FAX: 631.614.3516 . e-mail: joseph@fischettLcom
Date: December 13, 2006
Reference: Permit #32327
Southold Building Dept
PO Box 1179
Southold, NY 11971
Dear Sir,
The home at 410 North Parish Drive has had "Weather Shield" installed on the exterior
of the fireplace flue chase. Because masonry will be installed over this area and due to the
present cold weather it has not been possible to complete this work and may not be complete
until the Spring of 2007. To the best of my knowledge I certify that this material should protect
the structure from the elements until the completion of the masonry work in the spring.
DEe 2 0 '.
Si~"fi""cm,.,kx;
. "!o
32-3~7~
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
[ ] FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
L
REMARKS:
[ ] ROUGH.PLBG.
[ ] I~TION
[ 41NAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
Co
DATE /1~1fJ~
INSPECTOR
3;-3');- ;-c-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [
[ ] FOUNDATION 2ND [
[ ] FRAMING I STRAPPING [
[ ] FIREPLACE & CHIMNEY [
[ ] FIRE RESISTANT CONSTRlJCnON [
REMARKS: . '/
LBG.
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
DATE
"'ifl-- /C9t;
{
INSPECTOR
32-3> 2.-76
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ON 1 ST [] ROUGH PLBG.
[ ] F NDATION 2ND [] INSULATION
[ FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ~ ~ Jc~?-
~~
DATE
(( ;i/~c;
(
INSPECTOR
"32-5L7~
TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
INSPECT ON
[ ] FOUNDATION 1 ST [
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ . ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:J R t 1- ~ /c
;;.,; ~S~/~
DATE 10 J' 0
INSPECTOR
,
~y)v1~
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
] F NDATION 1 ST [] ROUGH PLBG.
] FOUNDATION 2ND [] INSULATION
] FRAMING I STRAPPING [ ] FINAL
] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
DATE
to (o{ft {;
t f
REMARKS:
'"-
~1<A4b~7T . ~
,
INSPECTOR
3if.3/J-1 Z-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
~ FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
~
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DATE 7,.--~ -Ot,
INSPECTOR ~ ~
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';ii(i> INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST)
FOUNDATION (2ND)
ROUGH FRAMING &
PLUMBING
INSULATION PER N. Y.
STATE ENERGY CODE
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ADDITIONAL COMMENTS
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Permit Number
RFScheck Compliance Certificate Checked BylDate
New York State Energy Conservation Construction Code
REScheck Soiware Version 3.6 Release 2
Data filename: C:\Program Files\CheckIRESeheck\ANDERSON.rck
PROJECT TITLE: JOHN ANDERSON RESIDENCE
COUNTY: SuJillk
STATE: NewYorlc
HDD: 5750
CONSTRUCTION TYPE: Detaehed I or 2 Family
HEATING TYPE: Non-Electric
WINDOW 1 WALL RATIO: 0.18
DATE: 10/11105
DATE OF PLANS: OCTOBERA 2005
/4 B::-
PROJECT DESCRIPTION:
SINGLE FAMILY RESIDENCE
DESIGNER/CONTRACTOR:
ASHLEY MCGRAW ARCHITECTS
508 MAIN ROAD PO BOX 595
AQUEBOGUE, NY 11931
COMPLIANCE: Passes
Maximum UA = 792
Your Home UA = 727
8.2% Better Than Code (UA)
Gross
Area or
Perimeter
Ceiling I: Flat Ceiling or Scissor Truss
Wall I: Wood Frame, 16" o.c.
Window I: Vinyl Frame:Double Pane with Low-E
Door I: Solid
Door 2: Glass
Wall 2: Solid Concrete or Masomy:interior insulation
Basement Wall I: Solid Concrete or Masomy
Wall height: 9.0'
Depth below grade: 7.0'
Insulation depth: 9.0'
Floor 2: Slab-On-Grade:Heated
insulation depth: 2.6'
1656
2901
525
42
142
768
1600
100
Cavity Cont.
R-Value R-Value
30.0
15.0
0.0
0.0
0.0
0.0
10.0
10.0
10.0
Glazing
or Door
U-Factor .l.!A
0.330
0.360
0.360
58
169
173
15
51
59
101
72
.
Floor 3: All-Wood Ioist/Truss:Over Unconditioned Space
616
19.0
0.0
29
COMPLIANCE ST ATEMENT: The proposed building represented io this docnment is consistent with the building
plans, specifications, and other calculations submitted with this pennit application. The proposed systems have been
designed to meet the New Y orl< State Energy Conservation Construction Code requirements. When a Registered Design
ProEssional has stamped and signed this page, they are attesting that to the best of his /her knowledge, belie{ and
proEssional judgment, such pi or specifications are in compliance with this Code.
Builder/Design ,
-:t:;:cl"f ,,,... l ;J1'J:(LRC It. u.'
/6l:1cPf (VIe b1ZffN nanfJrDJ
Date /0/;1/6/'
.
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, N.Y. 11971
TEL.: 765-1802
.
Examined Y') I d-f . 20<;0 &
Approved ( . j ;l:f . 20& Permit No.
I .
DisaPProved~j _ *11
h3~1 b
~~nspector)
_~'" ;'f~L1CATION FOR BUILDING PERMIT
"'." '" .1 \'j, . '''-.'' . '\..
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a. This' ppiil.~ti~' - .
~ r", .
sets of plans, rate ~ r . e. Fee according to schedule.
b. Plot pI ' location of lot and of buildings on premises, relationship to adjoining premises or public streets
or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application.
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 wiIl issue a Building Permit to the applicant. Such 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 whatever until a Certificate of Occupancy
shall have been granted by the Building Inspector.
~ fj}1;) - ~Y i
~
Date
INSTRUCTIONS
led in by typewriter or in ink and submitted to the Building Inspector, with 3
APPLICA nON 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 inspect/1; _
f~ . K i0'A~
(Signature of ap'!ificant, or name, if a corporation)
Suffolk Environmental Consulting, Inc.
P.O. Box 2003: Bridl!ehamDton. NY 11932
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
AGENT
Name of owner of premises JOHN ANDERSON
(as on the tax roIl or latest deed)
If applicant is a corporation, signature of duly authorized officer.
N/A
(Name and title of corporate officer)
Builder's License No.
Plumber's License No.
Electrician's License No.
Other Trade's License No.
I. Location of land on which proposed work wiIl be done
::ft--1iID s/s North Parish Drive
~House Number Street
,
CQunty Tax Map No. 1000 Section 071 Block 01
Bavview
Hamlet
Lot 033
Subdivision
N/A
Filed Map No.
N/A
Lot
N/A
(Name)
2, State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Vacant/Un-imvroved land
b, Intended use and occupancy
Private single familv dweIling with related tesideb.tial aDUurtpmnces
~ ,.
3. Nature of work (check which applicable): New Building X
Reoair Removal Demolition
A~4ittbn
A1te",:~on
Other Work
4. Estimated Cost
$ 250. 000
Fee
(to be paid on filing this applicavon)
Number of dwelling units on each floor N/A
5. If dwelling, number of dwelling units One (I)
If garage, number of cars N/ A
6. If business, commercial or mixed occupancy, specifY nature and extent of each type of use
7. Dimensions of existing structures, ifany: Front N/A Rear N/A
Height N/A Number of Stories N/A
Dimensions of same structure with alterations or additions: Front
Depth N/ A Height N/ A
8. Dimensions of entire new construction: Front 72' 10 y,"
Height 28' I" Number of Stories 2
9. Size oflot: Front 140.0' Rear
O. Date of Purchase N/A
1. Zone or use district in which premises are situated R - 40
2. Does proposed construction violate any zoning law, ordinance or regulation: No.
3. Will lot be re-graded No. Will excess fill be removed from premises:
. ~:.~~ofOwnerofpremises JonAnderson/1' dt: Phone (516)480-0978
~ of Architect ASHLEYlMcGRA W Addtes~~.u\ . AmJebooue. NY 11931Phone No. (631) 722 - 3511
Name of Contractor N/A Address Phone No. J.
5. Is this property within 300 feet ofa tidal wetland? .Yes No X
.Ifyes, Southold Town Trustees Permit may be required.
PLOT DIAGRAM
N/A
Depth N/A
N/A
Number of Stories
Rear 71' 9"
Rear
N/A
N/A
45' 11 Yz "
Depth
140.53' Depth 178.85' (max.)
Name of Former Owner N/A
Yes
No
Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from
oroperty lines. Give street and block number or description according to deed, and show street names and indicate whether
lterior or comer lot.
Please refer to attached Plans.
>TATE OF NEW YORK,
~OUNTY OF SUFFOLK S.S
,VIO^,- )( W.4.':;{/tA( being duly sworn, deposes and says that he is the applicant
(Name of individual signing contract)
bove named.
Ie/she is the
Allent - Suffolk Environmental Consultinll. Inc.
(Contractor, agent, corporate officer, etc.)
,f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
pplication; that all statements contained in this application are true to the best of this knowledge and belief; and
hat the work will be performed in the manner set forth in the application filed therewith.
_._r
;.
:worn to before me this
;;i~
/'
Matthew D. Ivans
Notary Public of New York
No. 011V6053859
Qualified in Suffolk County
Commission Expires January 22, 2()'l7
r
2005
Mary Public
------------
)U~ I{. 5r~
. '-"(Signature of Applicant)
TITLE NO: 63321
r....
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iy! 1\'
Ir,
"-. --
District:
Section:
Block:
Lot:
I '., ~ .'
100(]) L
g;~~..~
033.000
/232005
-..--j
Town of Southold
Southold, New York
Gentlemen:
FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the
records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting
the captioned property and properties immediately adjoining and finds:
SEE ATTACHED
And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no
other further conveyance of any of the foregoing lots other than as set forth.
FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned
property has been in single and separate ownership by John D. Anderson and his/her
predecessors in title since prior to 7/31/83 except as follows:
(see attached chains of title)
The liability of the Company is limited to the $25,000.00 of Insurance to the Town of
Southold.
Dated: November 7, 2005
FIDELITY NATIONAL TITLE INSURANCE COMPANY
~/f;J1i1AL~,Mhh~
/ SANDRAJ. OLESKI
Sworn to before me this
7th day of November, 2005
lffJJL~
Notary Public
MARGARET VOLLMOELLER
Notary Public, State of New York
No. 01 V05032469
Qu~lified in, Suffolk County "00 &
Commission Expires August 29, ~
TITLE NO. 63321
STATE OF NEW YORK) ss:
COUNTY OF SUFFOLK)
SandraJ. Goleski, being duly sworn deposes and says:
That he/she has had a search made of the records of the County Clerk of Suffolk County
with reference to an application for a variance affecting the following premises:
SCTM: 1000-071.00-01.00-033.000
That the said records indicate the following chains of title as to premises and adjoining lots
since priorto 8/13/77.
SUBJECT PREMISES: 1000-071.00-01.00-033.000
Lois W. Moulton
To
Robert D. Anderson
Liber: 8760 cp 465
Dated: 12/31/79
Rec'd: 1/10/80
Robert D. Anderson
To
John D. Anderson
LAST DEED OF RECORD
Liber: 12312 cp 919
Dated: 3/31/04
Rec'd: 4/12/04
PREMISES NORTH: NORTH PARISH DRIVE
PREMISES EAST: 1000-071.00-01.00-032.000
John H. Graves
Marjorie K. Graves, his wife
To
William C. Perrella
Emma Perrella, his wife
Liber: 5442 cp 17
Dated: 10/14/63
Rec'd: 10/29/63
FIDELITY NATIONAL TITLE INSURANCE COMPANY
vkn/lf J--ft.l1W.uu_'
SANDRAj. LESKI
Sworn to before me this
{jf0j~05
Notary Public
2
MARGARET VOLLMOELLER
Notary Public. State of New York
No.01V05032469 .1
Qualified in Suffolk Countyq tJ 6 b
Commission Expires August 29._
Patrick Perrella, Florence Perrella
Anita Fagen Perrella, as residuary
Devisees, under Last Will and
Testament of Emma Perrella, died 12/20/90
No. 911 P1991
To
Patrick Perrella
LAST DEED OF RECORD
Liber: 11487 cp 14
Dated: 5/22/92
Rec'd: 6/19/92
NOTE: No proof of death of William C. Perrella in Suffolk County.
PREMISES SOUTH: 1000-071.00-01.00-038.000
F. Harold Sayre
To
John W. McVicar
Catherine W. McVicar, his wife
Liber: 6241 cp 107
Dated: 10/19/67
Rec'd: 10/19/67
John W. McVicar
Catherine W. McVicar, his wife
To
Edward J. Cantlin, Jr.
Michele A. Cantlin, his wife
LAST DEED OF RECORD
Liber: 10384 cp 517
Dated: 6/5/87
Rec'd: 8/5/87
PREMISES SOUTH: 1000-071.00-01.00-039.000
Shepard M. Scheinberg
To
Joseph F. Quinn
Liber: 6904 cp 567
Dated: 3/22/71
Rec'd: 3/25/71
FIDELITY NATIONAL TITLE INSURANCE COMPANY
~ LlA-A~' .!J,u/-X2Ju ~
SANDRAj. G ESKI
Sworn to before me this
7th day of November, 200S
VJWIiAA--
Notary Public
MARGARET VOLLMOELLER
Notary Public, State of New York
No. 01 VOS032469
Clu~I;fied in Suffolk County , t.
CommIssIon Expires AuguSl29 <y (J{)
.-
3
Joseph F. Quinn
To
Joseph F. Quinn
Mary Quinn, his wife as equal
Tenants in common
Liber: 11309 cp 406
Dated: 7/25/91
Rec'd: 8/2/91
Joseph F. Quinn
Mary Quinn, his wife as equal
Tenants in common
To
Joseph F. Quinn and Mary Quinn, his wife
As tenants by the entirety for and during their natural lives and
Kevin J. Quinn, Maripat J. Quinn, Lawrence J. Quinn and Joseph T. Quinn all as
tenants in common as remaindermen
LAST DEED OF RECORD
Liber: 12210 cp 50
Dated: 7/22/02
Rec'd: 9/20/02
PREMISES WEST: 1000-071.00-01.00-034.000
Emil F. Depetris
To
Lois D. Anderson
Liber: 7292 cp 221
Dated: 10/27/72
Rec'd: 11/29/72
Lois D. Anderson
To
Elaine Knote
LAST DEED OF RECORD
Liber: 11969 cp 924
Dated: 3/19/99
Rec'd: 6/17/99
FIDELITY NATIONAL TITLE INSURANCE COMPANY
xl 1HI/lA.d ~ /1,u/1/a;
SANDRAj. LESKI
Sworn to before me this
7th day of November, 2005
V!W
Notary Public
MARGARET VOLLMOELLER
Notary Public, Slale of New York
No. 01 V05032469
Co ,?u~'ified in Suffoll, County ho c.
mmlsslon Expires AU('USI29 4'"
" '-
4
ARCHITECTS P.c.
December 7, 2005
Southold Building Dept.
Att: Patricia Conklin
PO Box 1179, Main Road
Southold, NY 11971
RE: JOHN ANDERSON BUILDING PERMIT APPLICATION
NORTH PARISH DRIVE, SOUTHOLD, NEW YORK
Dear Pat:
Attached herewith please find four copies of the revised drawings dated 12/05/05. Please
note that we have changed the Site Plan to indicate that the rear and front yard are both 50'
and we have relocated the house accordingly to conform to this setback requirement. We
have also indicated the finish grades on the Site Plan.
In order to have the lowest floor be determined a cellar in accordance with zoning
requirements, we have modified the four elevations and grading of the house. Additionally,
in accordance with the residential code (Definitions, R202), we have determined that this
cellar level is not a story above grade.
We have also provided the schematic plumbing riser diagram. If there are any further
comments, please feel free to call.
Very truly yours,
ASHELY MCGRAW ARCHITECTS, P.c.
-
~
~
DOMINIC LAPIERRE, AlA, LEED
Ene.
Cc: Mr. John Anderson
-.-.,-.'-
F
\
\
aE.e 1 2005
-~
---
508 MAIN ROAO . P.O. 80X 595 AOUE80GUE, NY 11931 . PHONE: (631) 722-3511 . FAX: (6311 722-3859 . WWW.A5HlEYMCGRAW.COM
,
1
\~D
- -rr----
mP-rr
Permit #
j
,
Permit Date
REScheck Software Version 3.7.3
Compliance Certificate
Report Date: 07/28/06
Data filename: C:\Program Files\Check\REScheck\13062601.rck
Energy Code:
New York State Energy Conservation
Construction Code
Suffolk County, New York
Detached 1 or 2 Family
Non-Electric
9%
5750
Location:
Construction Type:
Heating Type:
Glazing Area Percentage:
Heating Degree Days:
Construction Site:
North Parrish Drive
Southold, NY 11971
Owner/Agent:
Builder Inc.
P.O. Box 916
Quogue, NY 11959
631-288-1749
Designer/Contractor:
Avis America
180 Henry Street
Avis, PA 17721
570-753-3700
Compliance Passes MaxImum UA 497 Your Home UA 397 -> 20.1% Better Than Code (UA)
Assembly
..... .
..: ..:. .. .. .. .. . ~...
Ceiling 1: Flat Ceiling or Scissor Truss:
WaUl: Wood Frame. 16" a.c.:
Window 1: Vinyl Frame:Double Pane with Low-E:
Door 1: Solid:
Door 2: Solid:
Door 3: Glass:
Floor 1: All-Wood JoistfT russ:Over Unconditioned Space:
1650
2858
175
22
22
80
1650
19.0
0.0 58
0.0 154
0.380 67
0.140 3
0.280 6
0.390 31
0.0 78
30.0
19.0
The proposed building represented in this document is consistent with the building plans; specifications, and other calculations
submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation
Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that
to the best of his/her knowledge, belief. and professional judgment, such plans or specifications are in compliance with this Code.
Builder!Designer
Company Name
Date
Project Notes:
Saetta/Anderson 2
Page 1 of4
1
"
REScheck Software Version 3.7.3
Inspection Checklist
Date: 07/28/06
Ceilings:
o Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
Above-.Grade Walls:
o Wall 1: Wood Frame, 16" a.c., R-19.0 cavity insulation
Comments:
Windows:
o Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.380
For windows without labeled U-factors, describe features:
#Panes _ Frame Type Thermal Break? _ Yes _ No
Comments:
Doors:
o Door 1: Solid, U-factor: 0.140
Comments:
o Door 2: Solid, U-factor: 0280
Comments:
o Door 3: Glass, U.factor: 0.390
Comments:
Floors:
o Floor 1: AU-Wood JoisVTruss:Over Unconditioned Space. R-19.0 cavity insulation
Comments:
Air Leakage:
o Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed.
o Recessed lights must be 1) Type Ie rated, or 2) installed inside an appropriate air-tight assembly with a 0.5- clearance from
combustible materials. If non-Ie rated, the fixture must be installed with a 3" clearance from insulatkm.
Vapor Retarder:
o Required on the warm-in-winter side of all non-vented framed ceilings. walls. and floors.
Materials Identification:
o Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
o Materials and equipment must be identified so that compliance can be determined.
o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment ,~'~d.
o Insulation R-values and glazing U-factors must be c1earty marked on the building plans or specifications'.44~~~ k ~~~
~'r~ .,~ J, If: ~
I ~J v~ ""
;;;,.... ~
Duct Insulation: Ii C) ...
i!irn !II!
o Supply ducts in unconditioned attics or outside the building must be insulated to R-8. , z. _ .
o Return ducts in unconditioned attics or outside the building must be insulated to R-4. \ -FI
o Supply ducts in unconditioned spaces must be insulated to R-8. % 0 '9. '*'0741&tl t--'v ~
o Return ducts in unconditioned spaces (except basements) must be insulated to R- >!'~11f1f O~€SS\O~~",*,\'*'
~II/III \1\\\\\
o Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Ilrllll!!lill:.,\\\\\
. Insulation is not required on return ducts in basements.
Page 2 of 4
"
Duct Construction:
o All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-ptus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 1818.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500
Pal.
o The HV AC system must provide a means for balancing air and water systems.
Temperature Controls:
o Each dwelling unit has at lesal one thermostat capable of automatically adjusting the space temperature set point of the largest
zone.
Electric Systems:
o Separate electric meters are required for each dwelling unit.
Fireplaces:
o Fireplaces must be installed with tight fitting non-combustible fireplace doors.
o Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building
Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable.
Service Water Heating:
o Water heaters with vertical pipe risers must have a heat trap on both the inlet and outtet unless the water heater has an integral
heat trap or is part of a circulating system.
o Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
o Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
o All heated swimming pools must have an onloff heater switch and require a cover unless over 20% of the heating energy is from
non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
o HV AC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
Page 3 of 4
'.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts
Circulating Mains and Runouts
Heated Water
Temperature (CF) Upto 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Fluid Temp.
Range("F)
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2.0" 2.5"104"
1.0 1.5 1.5 2.0
0.5 1.0 1.0 1.5
1.0 1.0 1.5 2.0
0.5 0.5 0.75 1.0
1.0 1.0 1.5 1.5
Piping System Types
Heating Systems
Low PressurefT emperature
low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant and
Brine
201-250
120-200
Any
40-55
Below 40
NOTES TO FIELD: (Building Department Use Only)
Page 4 of 4
~
H2I.llll.;
-Braced Wall Requirements Based on Tables 3.17A, 3.178, & 3.170 of the 2001 WFCM-
7/2712006 ~ RAHYAEGE BRA DWAllUN
WIND SPEED:
13062601 BWLlOCATION: 1st FJoor Rear Sldewal EXPOSURE:
.
'"
C
YOU'hDuse~nleflllth*
YOI,Irwindspeed"
Your house...dwall Iengttp
typeofhouse
,.-
,....
,.",.
-_.
worldng on whallIoor (if 2 or 3-Sby)
,.
'00
'"
~~iiS:"',
Muslballl5.90,l00,110,lZO,lJO,l40orf5D)ifyourwindspeedISnala'!owrrroundjll;U"windspeedup
MINIMUM ENDWAII LENGTH 01' 20 FEET RECUIRED
YOU MUST EHTER THE ABOVE HUMBffl: IF HOUSE IS LESS THAN THAT NUMBER
111""""....'..-;'.-<<.-
~'1,'jf;j,'+ Checlo:lhisbOllillhGhouseis82-slory
'~:~';, ~" ChecIl this bOI< if the house III 8.ktt>'y with LESS THANA 6112 ROQFPlTCI-/
,L1 ':G /12 "
P~ij-~'I."I""~'"
L~;jSi\1iSW OnIyuselhGllIf ';m."", h'2rt';WanOn-Qmler(lnj-(12,18,orZ4)
;~i;;f'1P~~boKe$ifWO'ldt1g "';;;;" '!',"L' Wall Helglltof Braced WaD Panel Pl'f ApplIcable Floor(ftJ -IB, 9, or 10)
"'0"i;":;;' ortalor3-Slay MinlmumBr.lc:edWalPane/leogth(lnjBuedOnWalHeiglll
M
Wlhyourhouselength1llelesservallle8ofhCIuselengllWeq'dwallell9lhfromlhllsheells=
WrIh)'OU'oouse length the hlgllervalueofhouselengtMeq'dwallengthfromlhl!ls/leel:is=
VOUfhr:l\lSelervth..
F
"""'"
/x.~111v2-v11
(xl-xl)
"
"
27.S
"
)>.
.~
Ienglhoryo...-hoU5ll(Xl'"
Ienglhoflllsseflenglh of house (d)=
lengthof~""'Ien;lhofhouse(x2l'"
value of min. wall length 81 IlIsser house length bl)=
Villueofmln.walllength8lgfl!"'houselllngth(y2)=
"U ired III offullht.wall
",
"
"
"
12.8
12.8
x=lhisistheactuallenglhofyo...-house
Y" unknown- thl& isthemhimumlmJlhofwal/llq1Dcl atyour&pedl\c house lenglh
X1""""'-......v......f1tlw9hol___'-'l1I>f...~(Ex.lfycu""'-..2"lorlIl"'".....-_t..40Irom"'"_)
x2="""'_'-V_dlar9lllol___l8nglhf"'~(El<.IfYCU""'-.4Zklng"'"""'-_t..50Ircm","_,
vi" \lllUfromtableof/llqLdfedmlnimoollengthoffulhBighlwaMatthe'--WallIerlglh8lyourpatlicularwlndllplled.
vaklefromtablllofrequltedmlnknumle offill h1wa1atthe r..-wall at your wlndspeed
MlnlmumSeg_~w.nLengtll"Un-AdJUnad",*wanHgt 12.$
Mlnll'llumSegIMl'l~w....lMIgth.AdJ"''''''J*w.lIHgt 14.1
THICKER SHTH'G REaD DUE TO WINO SPEED OR D.C. LIMIT . DECREASE sruo D.C. or CHOOSE 15132 SHEATHING OPT. BELOW
Stllndard Conmvctlon. 7111" 0S8 (Id CDmmOn,..... r ""PlcIng)
HOIJflERJORSHEATHlN(lI[)yw.oll...-yt....._...............meIhocl.bullonol~ St..~(pIf);336
1I2"'lIYpsImW....bo.d(Sd_I'IiII!.7" odge.P'ICinII) _Copmtylplf);436
112"_W~(Sd_n_.."IJ>KI"ll) _~Iy(pII):<<Il
7116".. TNck._Slructur. PanoIo &1-...-....... _C en
T1iICKER SHTH'G REaD DUE TDWlND SPEED OR o.c. UMfT -DECREASE STUD D.C. or CHOOSE 1"12 SHEATHING OPT. BELOW
111'. or ThleMr Wood StnIcturJII Pane.. {8d con-.. ..... ..- edge ..-Ing}
NOINTERlORstfEATI1INO(llIyNaII...-yt....._.....~.-.bulionol~ _~Iy(pIf):490
lITgypoumW_(M__-,-...padng) _Copmty(plf):59D
1I2"gypoum~(M__.....-,g) _~ty(pII)'615
7/1r...ThIdc.Woad8lruclonlp.... &lc..-mlOIlnob.. _ $eo
THICKER SHTH'G REaD DUE TOWlND SPEED OR D.C. UMJT. DECREASE STUD D.C. or CHOOS.E 1"32 SHEATHING OPT. 8ELOW
7118. or ThIcker Wood Structural P....... (Id con-.. ...1Is S" edo- ..,..c(ng)
NOINTERlORSHEATHNO(DrywoiI...-yt.._.....~..........bl.tionol~
1frgypsurn Wallboanl (Sd cooler nalls-7" edge spadng)
11'rmsumWallboard (Sdcoolel"naIJs....edll8 spacing)
711fi"orTh!ckerWoodStrucluralPanels Idcommonnals3.
AdI._IIo_
'-'0
l.00
0.88
0."
Adlt-.mllo_
0.89
0.1"
0.11
0."
Ad~lIodDr
_CIIpIIOlIy(plf);630
_Clp<IClty(plf):73lI
-Cape::lIy{pII):~
- ,=
0.89
0."
0.58
0.35
Adlo_,._
15'32"orThIcll.WoodSlructunIPII.....(1Odcammanllllll&l'"lIdge.lHlclng}
NO INTERIOR SHEo\ntNO(DrywoII...-y ..inllt..... ~ _"""'rnoltlod, but ionolrllql.hd)
1I2"gypoumW--.!(5cI_........7"~."..,."ll)
112"__W_!5cI_n........~1
15132"..TNck.WoodSlru::lur.._1Od~NiIs6"
_CIIpIIOlJy(pII):400
_C8paQIy(plf):5Dl:l
-C<IpoociIy(pII);~
ShI.C aoo
l..DO
0."
0.83
0<.
Ad~faemr
0."
0.83
0.61
0.37
1532" or Thlcnr Wood S1JVctural PII..... (1Od comman ...11. 4-11dge 'lHIcJnlJ)
Nl)INTERlORSHEATHi'IG(DrywslI....."t..inII_.....__mri>od. bull.nol~
lfrgypsumWaIIboanI(5dlXlOlernalls-7"edgtSpaclng)
1frgypsum WalIbo.an:l (5d coolernalls-"" edge spacing)
1513Z'orThi(:kerWoodSlruCIuralpanets 1Ildcommonnails".ed
No Shuthlng On Ext.rior . DrywaQ Intarlar Only
1I2"gypoumW"-(5cI_1'IiIII..-,-~."..,."ll)
112" ""'W_Sd_.......4.
MWWlNDOWS
ANDERSoN WINDOWS
PEU" WlNIXlWS
WINDOWSill;;
'1-,24
'H"
.,."
..."
34'S...,PEllA
Rn --.n<"",,",,~l
30.38
34.38
38.38
34.38
42.38
_CIIpIIOlJy(pII):595
_Copmty(pl~:EI95
_c.p.:Ity(pII)'720
_C 1190
"fIh_"'_
_C8pacHy(pIf);l00
_ .n
'.35
3..9
....Ihq'd.....,.....
......WO.
.
,,.
,,.
...
.....R....d SegmenW
......WO.
...
"A
..
.....Req'd~
B"'cedWaI
...
..
...
...
....RoIq.dSegmenllod
B"'cedWIII
15.4
12.3
"
..
....R.c(dlhgrnerDd
BtacedWan
R 10.3
..
...
"
.....R....dlhgrnerDd
B..-d Wall Len
!iB: 61.7
....
lliiChechlhli>bolrollllewlndowSlh8t8f8InJ'OOfhouse(majori/YJif8w1f1dowiSdlffarenflHltarr,o.lnspedalwfdf/llECtion
. .,4-\",;, you"""onIychecl<ONEIxn
."""'"
,
I><
,;S;;@_ ,", V{3l)..68)
~v~;;,~; ;
5' SliDER (OS)
6'SUOER(06)
8' SUDER (Q8)
9'SLIOER(09)
II
DESCRIPTION
SUM OF TOTAL AMOUNT OF WAll MISSING .
TDTAlAMOUNT OFWAllAVAlLAflLE.
AMOUNT OF WALL LEFT OVER AVAILABLE: AS BRACED WALL ..
:t
16.98
".00
"-"
FEET
FEET
mr
OR
~"t;f'"~
''''
MaxImum Unr.stralMd Ot.nlna HMnht flnl
Windows:
H/3a 38
HI2" 54
2HI3: 72
0-..:
5H16= go
Ii'=" 103
% DfFull
Sh..thtldWall
T2%
'2%
'2%
"".
,,-
'DO
1.10
1.17
............
BW Req'd
15."
15."
15."
PwforatadB"'...dW..11
R ulr.-;l
T2%
'2%
18.6
190
1I1I1IIII11Imllllll\l\\\\\\'\~
IRequl,.j8WLengll1IrWalC_InsOpen/ng$~5Hf6
R..,.,ndBWL.englhIrWalICDIllalnsap.nlngs2:H
'2'
1,23
15."
15..
Compliance Method Chosen for Braced Wall Line "A"
IPerforated
mSegmented
llbI<;
~BracQd Wall Requirements Based on Tables 3. f7A, 3.178, & 3.17D of the 2001 WFCMw
712712006 ~ SA HYAE BRA All LINE:
WlNDSPEED:
13062601 BWL LOI':AT1ON; 1st Floor Front Sidewall EXPOSURE:
l:iQI.!ll..!..;
Your house s Iength=
Yourwindspeed=
Yo...-houseendwlllllenglh=
typeolllouse
,.-
,....
....
-_.
workirlgonwhalftoor{if2or3-$lOry)
,.
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3.
B
'"
c
60
120 Mustb8(85,90.100.110,120.130.140orl50)lfyouTwfndspeed;snotshcwnround)'OUrwind/Sflftdup
27_5 ..IN..IM ENDWAI L LENGTH OF 20 FEET REOIJIRI;D
YOU MUST ENTER THE ABOVE NUMBER IF HOUSE IS LESS THAN THAT NUMBER
r""~"-"''''''''-;''-~'''''
WHY.:'X'.!-S:;'i Checkttrlsbw<ilthehou.wis82.SlDry
'AdYr,n ChecklllisbifthelloulJ&isll3-&tayOlli/hLESS THANA /Vt2ROOFPlTCH
5 /12
i;;;:;~:::'":'::'';, 10;~,~==;Si~:i:LA_'""lftj."'~"1
.:;,,'iii'0f','" onll2or3-Story 1 Minimum Braeed Wa/lPanel lllngtll rlOl Based On Wall Helght
Wilh~houselengththelesservaluesofhDuselengtMeq'dWalllenglhfromlhesheetis=
Wllhyourhouse Ieogththe hlgherva/ue of house IengWreq'dwall Ieogth from the sheetls=
Your house IIlngth"
"
,
..
"
12.8
,.
....-
1~-~111Y2-vl1
(xl-xi)
Iengthoryourhour;e{x)oo
Iel'Qlhoflesserlengthofho,*,j~1p
Iengthofgre...leogthofhoUSlt{x2)=
valueofmin.walllengthallesserhouselenglh(V1)=
vak>eofmln.wallengthatgfe;1lerhouselength(yZ)=
"Un usled" uinld offullht.waII
",
"
"
"
12.8
12.6
."
x: Ihls Islhe ildual length of your house
y- unknown_ lNsislhemlnlrntmleflgthalWllRrequRdalyourspedfk:IloUSlllenglh
11l'"......._....."-af'-'lllhd_Ih"'_lwIglh".._(Ex.IfI'Cd'_"42'Iono.......-_~40tcm.._)
x2= tom-..-,,-.otlloglhcl'--....lruotlwvlh,...-.(Ex.lfyGlO'houMII4:ZO""'v......-_..50fnlm.._J
y1" valuBfromlab/eofl8lJUiredminimumlerwthoffullhelghtwalallhe.......wallenglhalyourparticularw\ndSp8lld.
'1aluefromtableof ulreclmlnlmum off\lnhe h1wa11a1lha ""'wlll at wind
Minimum Sag_-.:1 Wall Uonglh "Un-Adju5'*'" per Wall Hell 12.8
Mlnfmums.gmentldw.lllMlglh-AdjumId"perWlllI '4.1
THICKER SHTH'G REQ'D DUE rOWlND SPEeD OR D.C- LIMIT. DECREASE STUD o.c. Of CHOOSE 15'32 SHEATHING OPT. Ba.OW'
StandmlConstructlon.7Nr05B(Id__...Is.....~
NOlmeRlORSHEATHNG(~lIIII\Ibe~Id~_od""""""ltullanol~ _~(pII)o335
llZ'lI'YI*n>W.._(5dcool..no/I..7"....~) -C8pec:Il)ollM):4JlS
,l2"lI)'P..-nW_(5d_n_4.....~) _c.pdy (p/l): 461
711rt'aThk:lc.WaodSlNctut..p....... comrnan....... _ :612
THICKER SHTtf'G REaD DUE TO WIND SPEED OR D.C. lIMIT -DECREASE sroo o.C. or CHOOSE 1S'3Z SHEATHING OPT. BELOW
111..lM'ThIebrWoodStructunolPa.....'ldcormoon....4"...ge...c/ng)
NOINTERlORSHEATtfNG(DyNalIIIIII\I..Ino1........__-.bulI4f1l>1(~) _C<rpec;Jy{pll);49Q
112"~W.._I5d_....1..7"....opeclng) ShoorCapec:lfy(plf);590
112"IiIYPfOo"IW_C5d___4.....~) _Cop.:IIy(p/l);615
7f1l5"orThlcll..W__P_lIdcomrnan....... _:980
THk:KER SHTH'G REaD DUE TOWlND SPEED OR D.C. LIMIT. DECREASE STUD D.C. Of CHOOSE 1!51U SHEATHING OPT. BELOW
1I16~ Of Thkbr Wood Struaural P..... (8d common ""I" 3" ...~ sp8clng)
r<llNTUUOA SHEATHNO(Ooywoll ...-y~lnol_". __..-. bull......-qUrod)
112"gypsumWallboan:l(5dmolernaiJs.7"edgespadng)
112"gypsumWaIlbaan:l(5dlXlOlernails-4"ed""spadngj
7/16"or'Thk:kerWoodStrueruI'3IPanel$ Sdcommonnails3" es
.t....~-----...tfadDr
'-',
'.00
,."
B."
AdI'__fa_
0.89
0.74
0.11
,."
AolI'_faemr
ShHrCopocIty(p1f).630
Sho.ClpadIy(pIf):7JO
_ClpadIy(pIf):755
ShowC 12l5O
'.00
'.60
'.00
,."
Adlustm.ntfa_
15132'" or Thlr:ker Wood SlnJc:tural Pa..... (1Od common IJIIls IR ...~ spacing)
I'IOINTERlOASHEATHlNQ(Oryw..""'YboI_".__..-.b<lIll....~od}
'lTgypoum....._(Scl_n_rodgo.~
11T_um....._($d_........odgo~)
15132"..ThIcIl.WDodSIrui::I\K..P.....,0<I"""""""......6"
She.C.......Iy(pIf)~
_ClpadIy(plf);500
ShI.Copmty(pIf):525
She.C ;llOO
'.00
'.83
'.83
,...
151U~ Of' llllr:ker Wood SIruc:tw1lI P...... (1Od CMVnon IIlIIIa 4R edge sPlldng)
NOINTERlOR9HEATIilNG(Oryw"rn.ybol..._".__-.blA~nol'~
112" 9YJI$umWallboatd (5d lXIOlernails-7" edge SpadngJ
1I2"gypsumWallbo<1n:l(5dmolernaiJs.4"edgeSpadng)
15132"or'ThlckerWoodSlructuralPanels lOdOOR\fllOl1nail$.'
No S'-thlng On Eld1arIor - Drywalllm.rl.... Only
Adlll_factar
ShHrClpadIy(plf):595
Sho.~(pIf):695
Sho.Cepaaly(p1f):720
Shear :1190
0.73
'.83
0.61
0.37
Ad"--fIIdftr
IJ2"gypsumWIIII-.:l(Sd_MlI..redgoopocr,g)
liT W_SdOOD/<ofnol,..,
Sho.CIplI<IIy(pIf).l00
ShowC '125
06
3.4!1
....Reltd8egmMtiad
......W..
I\!. NlA
N1A
N1A
N1A
HoIWReltd~
BraAdWaI
N1A
N1A
N1A
N1A
HoIWR....d~
Bnlc.dWd
N1A
N1A
N1A
.""NlA
....Reltd8.gmentaod
ar.c.dWaI
15.4
,,,
11.7
,..
....R..'d~
Bra"'W.n
10.3
..
..
"
NewReq'd~
BnlcaodWaI
61.7
....
MW WINnOWS
ANDERSON WINDOWS
PELLA WlNDnw5
~0l<<hIheboltolthttwindow.!~_lnyourhoo.!e(maJotity)Jf8windowISrilffrlt8ntentBrr.O'In.!P<<iIllwid/tlSBdion
t:::::::jrouCMonIych<<:ll ONE bo;r
WlNDOWSIlE
#1.24
112-26
.,.'"
..."
34'S, 41 PELLA
RO....I1TN"*""'m'
30.36
"'"
38.36
"'"
42.38
.""""
1i A
""
^ C-(3O-6lI)
-' b J
~'v-'''''~~ K
5' SLIDER (05)
6' SUOER (06)
8'SLlDER(QS)
9'SlIDER(Q9)
""'-I
38.5 . W
34.5 '" 4!'!
36.25 :""",. .
53.5 '~.~ c.~"~...'i
56.5 r'.'."'"!,,""/i
59.5, ., ''i
71.5 ()'
95.5' .,,'."
106.5," .,' i.,.
DESCRIPTInN
SUM OF TOTAL AMOUNT OF WALL MISSING.
TOTAL AMOUNT OFWALJ.AVALABLE.
AMOUNT OF WALL LEFT OVER AVAILABLE AS BRACEDWAU._
16.00
".00
".00
"",
FEET
"",
0'
...........
BWRiJq'd
'"
15.4
15.4
"-'. 't:::" 0 "
~';i;lj,~ t:SS\ ~\\\~'*"~
'lflllllll/ii1I:IIIlIII\\lI\\\\~
Raqu/Rd BW Langth "W.lI ContaJns; Op.nings 2: HI3
~ulnd BW Len,,", "WaD Contains Op.nlnga 2: HfZ
R........ BW lAftl,Ilh jfWan Conbl..... ()penlnga~ 2H13
IReqU!rwt BW Length ItW.ItContlllns Openlnp?: 5ttt6
Requhd BW Lerlgth "WaN Contan. o.,.nlngs~ H
Maximum Unrutraln.rt ODMtlnn H...,ht IInl
WIndOW$:
HI3_ "
"". "
2H13_ 72
Doors:
5Hf6= '0
H" 101
% of Full
SIMa_Wail
,,,
,,,
,,,
"".
,,,""
'.00
1.10
1.16
Perrorated &8'" Wd
, ....
,,,
n%
1.19
'"
15.4
15.4
18.4
'"
Compliance Method Chosen for Sraced Wall Line '"S"
IPerforated
5]Segmented
nn..
J:iQl,(&!.;
"""""
YOU'oouse...owallBngth:
YourwindSjl88d=
YOUl'house~ct.wlllllength=
"""......
,....
,....
,-
Roof pitch =
wosklngon whatlloor(if2Of:J.story)
,.
""
""
MBraclHl Wall Requirements Based on Tables 3.17A, 3.178, & 3.170 of the 2001 WFCM-
Il!!OEWl;
VA R
BRA ED WAll
WIND SPEED:
EXPOSURE:
BWL lOCAnON:
1st Floor LeftElIlMillI
,
'"
C
~ ,;r;:""
".
120 Muslbe(Il5)l(J,l00,110,120,130.I40Df15O)ifyourwindspeediSnolshawnfOlJl'ldyourwindspeedup
60 MINIMUM SIDEWAll LENGTH OF 20 FEET AEOlJIRED
YOU MUST ENTER THE ABOVE NUMBER IF HOOSE IS LESS THAN THAT NUMBfR
~."I"""'''''',,"'.._''._a._
0,~~'n;';:; g:z::Z::::==MOlhLESS THANA 6I12ROOFPlTCJ1
5 /12
~~~~'~:;I::::-=' ~,,,~=E;'~<'~i:~~:L'A_"F",,{R'."'a'"
;c;:')"',,""";; 0tI i12 Of 3-Sloty MiI'limum Braced Walt P_I LenglIl (In) BlIIllld on Willi Height
Wilh~houseJengththelesservalLl8SofhouselengllV"req'dwallBngthfromthesMel:1p
WIth your house Iengththe hQhBr valueolhouse lengthlreq'dwalllenglhfromthe sheetiP
Your hoU&e IengIh =
.,.
.........
/x-xll1Y2-vll
(~2-x1)
"
"
".R
".
."
1engfI000~houslI{x)l<
Iengthoflllsserlenglhofhouse{x1)a
Ienglhofgreal8rlanglholhouse(x2p
valI.eofmin.wallBnglhatlessefhouselenglh{y1p
vaJueolmirLwalllenglhatllrulBrhouselength(>'2)=
"lJ uhed oHulht.willl
"
"
"
"..
"..
".
x=lIll&istheactuallenglhofyourhouse
yaunknDwn- thlslslheminimumlanglllolwalll8QUlrIldat~apeellchouselenglh
Xl.Ircm__v_oIl1ng1hd_lhot....lIngI>_~(Ex.W,...._..42'bIv....__t.40Irom...._1
x2zfi'Gm_~v_dlwlglhd_lhot_lIngIhr...._(Ex.",...._..42'bIv..__t.50fi'GmIho_)
y1" vaklIliomtableofleql.hd mInlmumlenglhofh.thelghlwa.allhe--.wiIlIllenglhalycupanlc:ull.-wlndspeed.
vall.lefromlablllof minimum. offulhe htwalatlha .......wa.lengtllat wind
MInimum s.gm.n.... Wall Langth "Un-AdJ.....r per Wall Hgt 38.6
MlnlmumSeg......wWallLanglh.~perWalHgt .,.2
THICKER &HTH'G REQ'D DUE TO WIND SPUD OR O.C. UMrr . Dl!!CREASE STUD o.c. or CHOOSI! 15/32 SHEA THING OPT. BELOW
....rd Construt1Ion.1NI"OSS fld-..on nalla........~I"")
NOINTERlORSHEATHHG(~""'1t._J*"lIpp<IVOIdmettood,bul"'noI~ ~~(pIr);335
IJZ'gypoum_/5d__r....,,-.,g) _c.p.:IIy{pl):Ql
112"_W_(5d__4.....,..oIf1Q) ShurCoopKlly(pll):oI&l
1I1t1l"...lIlickrWDOdSIruc:U..P....5dc>ommDll.......4. _.m
THICKER SHTH'G REaD DUE TO WIND SPEED OR O.C. L1Mrr - DECREASE STUD o.c. or CHOOSE 11i32 SHEATHING OPT. BELOW
111"'orThIc'-WDOd8tl1ldlaQIPanalslldconwnon~0..R""'apaclng}
NOltffERlORSHEATHNG(O'ywlIII""'1b.~~~.....thod.bull."",reqt.iroo:l) Shurc.p.:My(plr);....
IfTlIYP"l""w~{5d_.......r...~) ShurCtlpeclIy{pl):SIlO
lfTgypoumW_(5cI_......4....0p0dng) ShurCop.dly(pIl);615
1I16"...Thict<w__FYoolo5d...................4. _ 9lllI
THICKER SItTH'G REaD DUE TO WIND SPEED OR O.C. LIMIT - DECREASE STUD o.c. or CHOOSE 1S132 SHEA THING OPT. BELOW
71,... or ThlcbrWDOd S1rvctun1 PanN (Id common 1110. r .....apao;lng)
NOINTERlORSliEATHlNO/Dy.nllm~boo_~"'I'I""""'_,buli.noI,-".hdl
1/TgypsumWalIloardl5deoolernalls- 7" edge spacing)
112.lIypsumWaUboard{5dlXllllBfn__..edgespaclrlJ)
7116. Dr Thiclll!rWood SlruduraI Panels 8d oommon nails 3.
"...._fadftI-
1.30
'.00
,."
'.M
"dl"-"_
0.89
0,74
0.71
,...
Ad~"_
-CtIpecIty(pH):63Q
_~Iy(pll):730
_Cop.dIy(plr):755
- .~
,."
,."
0.58
,."
"d~"dOf
1S'S2"' Dr ThIcbrWood Stn/ctunII P..... (1Od cammon 1110. 6-.. apaclng)
NOINTERlORSHEATHNG/DrywlIIImWfb.Ino......~_..._,bull.naIreqt.i'*'l
1I2"lJYpO&Onw.._(5d_IlIIi"'.r...~1
112"_W.._/5<t_n_4....~)
lS132"...Ttic:Ic..WoodSlrucbnl,,--.lOd"""""""IlIIi"'6"
_~Iy{plr):4lXI
ShurCtlpeclty/pH):500
SIIo.-Copa<IIy(plQ;52S
_ : !lOll
1.00
,."
'"
'.M
"d~bdor
1932"' or T'hlcker Wood Structural PII.... (1Oct c-.mn 1II11s.-..... spaclnll.l
N01NTERIORSHEATHlNG/I:lrywBI""'1belno_pIO"_"'_.buli'naI~)
112.g~Willltoard(5dc:oolerl'lails-7"edgespacingl
112" !ilYpsumWallbolIrd (511 cooler n" 4. edge spacillll)
15132"DfThiclcefWoodStructurillPaneII; lOdcommonnal1s4. ild
NoS'-thlngOnExWlor.OrywaUInlariorOnly
112"~Wollboerd{5<t_......r"'"I*'i'1ll1
112" W_ ~".",.._..4.
)INIWlNDnwS
ANDERSON WINDOWS
PELLA WINDOWS
WINDOW S17F
'1->.
11'2-28
.,'"
..."
3.4'S,41PEUA
RnWIm'N........'"
"'."
""
"".
3.4.38
"."
Sl'.-CtIpecIty{plr):595
_~Iy(pW):695
_c.p.:;ty(plr):72Cl
&.. :1190
0.73
,."
0.61
0.37
"...._fad....
st..CoIpacIIy{pll):IOQ
-.C 125
.."
3.49
"'~d~
--
...
"A
"A
..,
"'R...'d~
BracedW..
..,
"A
"A
..,
N.w~dSegmantad
Bl'acedWIIII
"A
"A
..,
"A
NwwR...'dSegrnena.d
8rac.dW.A
....
".R
".,
'"
N.-R....d~
BIRed WIll
nm 30.1
",
".,
':1" 15.2
NwwR....dSearnancIMI
BracadWIII
179.5
10.7
~Chsclrlheboll'oIlhelWitldow3'h9fllrllinyot.l'"hou/;s(rmjot1Iy)lf8windowIS~r91fterr.o.inBp8CialW/dlhollllCtloo
t=:jyouClWlon/ychecl< ONE box
.i=,
5'SLlDER(05)
6' SLIDER 106)
B'SLlDER(Q8)
9'SLlOER(09)
Jl.<I.I
".
34.5 i ' ~
3825 , ,~i'
53.5 'iiR,"' "",
"""'.".'..."". ,,;;
59.5 "":;""""
'"
95.5 ..
106.5 ':" '.
SUMOFTOTA.LAMOUNTOFWALLMISSlNG_ 6.40 FEET
TOTA.LAMOUNT Qf WALL AVA.....8lE " 27.50 FEET
AMOUNT OF WALL LEFT OVER AVAlLA8LE AS BRACEOWAll. _ 21.10 FEET
Maximum U...-zlned Oo.nlna H.laIrt /Inl % of Full '.. .........
Windows: S....tt.dWaU F._ BWRaq'd
"". " n% '00 162 '"
"". .. n% '''' 162 16.5
2H13.. " n% 1.13 15.2 17.3
0..."
5HJ6= .. n% 1.17 162 17.8
H. ,.. '" 1.18 15-2 18.0
Compliance Method Chosen for Braced Wall Line "1"
fPerlorated
'RelIuIrH BW I.angth "W.N C~ Openings O!; 5W6
hquIrad BW Lengllo "W.I Contolns 0penInp~ H
@Segmented
,.
~B'aced Wall Requirements Based on Tables 3.17A. 3.178, & 3.17D ofthtt 2001 WFCM"
7/2712006 ~ RAH VAE BRACED WAll UN :
WIND SPEED:
13062601 BWL LOCATIl"lN: 1st Fklo. RiDhl El'l(!wall EXPOSURE:
,
120
C
.........
YOUfhollS8enctM1JllengtIF
Yourwlodspeed:
YOUfhousesldewanlenglh=
typeofhouse
,....
,-
-.
Roofpitch'"
worldngollwhatlJoor(il'2orJ-slory)
'"
"'"
''''
~ifS"ii!fili,~~jlC
~
m
120 Must be (ss,90.100,110,120,l30,140or 150) if yourwindspeed/:tnolshown round your lIt/indspeedup
60 MINIMUM SlDFWAU LENGTH OF 20 FEET REOlJIRED
YOU MUST ENTER THE ABOVE NUMBER IF HOOSE IS LESS THAN THAT NUMBER
~'"'''',''''r''''' "',..".._.".""'~.-
.j';ijyiti"'i:-> CIIf1CklhisboJeifrhehooseisa2..mory
",1;0,\:#);\" CllflCkthl8boJcifthehouse/:fillUaywithLESS THANA fi/12ROOFPlTCH
5 /12
ei;'~;;;;I:'"7'::::' 1""~~,,.wl==:~L~i:;:;EL,..,.... '''''(ft'-''.'<<''I
,'1"-,,,>",,:;:::: 00 8 2 or 3-SIoty Minimum.Blaced Wall Panel Lenglll (In) Based OnWaII Height
WlIt1~houselenglllIheJesservaluesofhouselengttllreq'dwalllenglllrromIheSheella=
WilhytUhouselengthlhehlghe<vaIueofhouselengtMeq'dwalllenglhfromlhesheetis=
Yourhouselenglll=
X'llhlslslheactuallBngthofYOurhouse
ya LIIIImowIl. Ihi5lsthemlnimumlengthofwaUlllQulnldalyour&pllclllchouselBnglh
X1~1rom_--w-"'lw9hd_II>IItn.__I'lIh~(Ex,If\I<D""'-I'42'IcltIG......-_b.oIOlrom""_)
x2= ......-.-......oIlwqIhol__-lwogthf...bo-.lEl<.lr)'OU'_Io4Zlco'IJlI-......-_~5IJ_lIloo_1
y1"vaIu.fromtableofrequlrBclmk1imlMllenglhoffulhelghtwallatthe__Walllel'lglhatyourjllllllcu\arwlnl:lspeed.
value fJOmtable of kedlllir*numle offill htwaNalthe wall at!.- wind
MlIllmumSegrnent.d WalllMlllth .lJn...AdJu-liId" pww.ll Hgt 31Ul
MlnlmumSegtMllWodWaIILomgth~AdJu.ted"pww.ll 41.2
THICKER SHTH'G REQ'D DUE TO WWD SPEED OR O.c. UMlT . DECRUSE STUD O.c. or CHOOSE 1S1S2 SHEATHING OPT. BELOW
S1.ndard CDlIStruc;don. 7ftr OSB lad common 11ds... ......dnol
NOIIflERIOR8HEATHNG(OrywoII.......bofM'""-lpw___.buIlo""'~ St..~(plI):3;l6
lfZ'_W_l5d......._7".~ _C<ipolcIly(plr);4J8
lJ2"gypoumW~(5d_.........odgIoopeclng) St..CopIo:ityll>ll):.81
1118"01 Tl'lic:brWood8lnlcl\o-oI P... """""""....... Shoo,,'1I72
THICKER SHTH'G REQ'O DUE TO WIIID SPEED OR O.c. UMIT . DECREASE STUD D.C. or OtooSE 15132 SHEATHING OPT. BELOW
7n'~orThlckerWaod81rvctu"IPll""(adcornrnon""'4~edo-....clngJ
NOlIflERlORSHEATHNlJ(~.......t>o...._por__"-'buIl'''''',"",,"rod) S...c.p.;Ily(pIr);oI9D
lfZ'gypotnW_(5d......._7"edgo"""'*'i} _c"p.::tty(plr);5IlQ
1J2"_W_(5d_noII..4.odgIoOpKlng) Shoo..CopecltyIlit):$15
1I18"....Tl'lic:brWoodSlruclunolP_.lIcl"""""""noII... 8M.- 9lKl
THICKER SKnI'O REaD DUE TOWIND SPEED OR O.c. UMIT .DECREASE STUD o.c. or CHOOSE 15132 SHEATHING OPT. BELOW
7/11~ or Thlckar Woad Structural pan.ls (ad common ...1Is 3" otdu- ....clnal
NOIJ>ITERIORSl1EATHNG([)ywoII.......t>o_por_..._.bUIlonol..........)
112" 9YJ1SI,nWalIloard(Sd eooIefnalla-7" edge spadngl
112" lIypsumWallboard (Sdcooler Rai1s-4" edge spadng)
7I16"orThlckerWoodS1nldul:atPanels 8doommonnaIls3"
'"
"""""
lx-x1llv2-vl1
(x2-xl)
50
70
36.6
".
."
Jength or your Ilouse (xl"'
1eng1h 01 IeSSllf length ofoouse (xl)=
IengthofllreaterlengthofhoU$ll(x2>-
value ofmin. wan length at lesseJ house Ienglh (y1j;t
valueotmln. wall Jength a1l1reater house Iengtb(yZj-
"Unaf uiredle otfulhLwall
50
50
70
",
".,
36.6
'"
'.00
,."
'"
""RlIlI'd~
......W..
""
NlA
NI'
NlA
""~dSegmenflld
Brac8dWaI
NlA
NlA
NlA
NI'
,.. bq'd SegInenW
......W..
NI'
NlA
NI'
NlA
""~dhgrnen\lld
BnIcedWd
...,
35.S
'"
"-.
""~d~
BnllcadWa.
'"
.,
".,
15.2
N_hq'dSegment.d
BracltdWall
179.5
143.7
Adl'__nlr._
'"
0.7.
0.71
,...
Adl..-nlfaetN
8M.-c.p.;Ily(pIr);/i30
ShoorCepecjly(plf}:7:;I)
She.-c.p.;Ily(pItJ:755
- ,~
0.69
'.5O
'"
,."
Adi_bcIor
1!i1:J2"' or ThlckerWoad Strucbnl P....1s (1Dd cammon...1Is I~ edo- ....clngl
NOINTERIORSHEA1J.fNG(tryw.........t>o....l..lodpor_..._.bulll"",..Ll'od)
1fZ'_W-.rd(5d.......n....7"edgo"*""II1
lJ2"gypotnW-.. (5d_noII..4. edgo"*""II)
1W2"OIThlc:k.rWood_PonoIolOdCCll'mCn.......15"
_Copaolty(pItJ:400
Shoorc.p.;lly(p/r}:SOCI
_c.p.;Ily(pIr);525
-, ..
''''
0.87
,."
'"
A,II,__",_
1S132~ or ThlckerWood Structvral P....1s (1ad common ...i1s.~ ~ s...dllll)
NOI~ERtORSHEATHNG(~'""I'bolno1_por~o<IrnoHhod.I>JI~""""""'o<I)
112" gypsumWallboanl (5d lXXIlefnaifs.7"edge spacing)
1l1:gypsum Wallboard (5d moIernaifs. 4. edge spacing)
15132"orThlckerWood SIructul'aIPanels lOll common nails 4"
No Shuthlng On ExtwIar . Drywal IntwIar Only
1fZ'_WolIboont(5d_noIlo-7"odDo""",*",)
10: W-.:I 511__..
MWWINDOWS
ANDFRSON WlNDOW:lt
PELLA WINDOWS
WINDOWSI7F
#1.24
#2.28
"."
1M-2S
34'S,41 PELLA
Rn__",
"'."
"."
36.38
""
42.36
Sheorc.p.;lly(pIf):59<5
She..Cop.ocily(p1I):&95
sn-c.p.;;Iy(pItJ:720
_C 1190
'.n
'"
0.61
0.37
AdJ...tn_ntt.odor
_ClIplII:lly(pY):l00
- ;'~
4.36
3.49
... l'l!ii...~
J:=qChackth9boxofrhe~$lhlItartlinyotlhouw{majCJrlry)ifawlndowiSdiff8t8ntfNlt9fr.o.irlt;pBdaJW/dtIt58Ction
C=::jJ'Dl.l can only checl< ONE box
Ri=,
S'SUDERjQ5)
6' 5LlOER(Q6)
S'SLlDER(Qa)
9'SUDER(Q9)
&Q..
".,
".,
""
".,
,,-'
59.5
71.5
'"
106.5
SUM OF TOTAL AMOUNT OFWALL MISSING..
TOTAL AMOUNT OF WAlL AVAlLAElLE ..
AMOUNT OF WALL LEFT OVER AVAILABLE AS ElRACED WAlL..
'4if'
'"
27.50
24.97
FEET
FEET
FEET
!1M' 'f
MoIx1nmmUnr_J..... O.....lnaHalahtllnl
Windows:
"". "
HI2'" 54
2H1J" 72
Doors:
SH/6: 90
H: fOIl
% 01 Full
Sh.att.dW"U
'"
'"
'"
,..
,.-
..00
1.03
..'"
-
E1WReq'd
'"
".,
".,
".
'"
no
24.1
IR.qu;rotd EIW LangIh If Wall COlItIIIns Op.nlnp z: SHIll
Requhd BW Langth IfWiln CDlIIalns Openlngsi!: H
''''
1.06
'"
'"
Compliance Method Chosen for Braced Wall Line "2"
IPerforated
illSegmented
DATE.
-BraCed Wall Requirements Based on Tables 3.17A, 3.17B, & 3.170 of the 2001 WFCM-
71271200& RAH A ER B ED WAU. UNE:
WIND SPEED:
13062601 BWl.LOCAT1ON: 2nd FIoof Rear Sidewall EXPOSURE:
c
,to
C
!l2!l>U;
!~Ei~2gmL:.:.
YO\Jrhouses.......llleng1ha
YOLlfwindspeed_
Your house endwalllenglh=
typeofholllle
,.-
-.
"'"
Roofpllch-
wof1tingonwflatlloor{if2or:J..S1Dly)
,.
'01
,.
,
1 Mustbe(85.9O;1~110,f20.130,1<<Jor15O)/fyourwindspeed;linotshownfDlRldl'OO'windspeedup
27.S MINIMUM ENDWAU. LENGTH OF 12 FEET REQUIRED
YOU MUST eN'TER THE ABOVe NUMBER IF HOUSE IS LESS THAN THAT NUMBER
~".i/'l>-""-'''-'''-~'-
:::;~;:~~~ g:: :::Z: :::::= with lESS THAN A 6112 ROOF PITCH
'"
~1.W'l':;;;;I::::::' 1'".~~/,I::=!~D~l:i:i:L_ ""'I~-I' '." '"
'0"""<:;''0; on il20r 3-S/oiy Minimum Braced Will PlnII Lenglll (in) Basad On Wan Height
Wllhym.-houselenglhthelesservalUllliofhouselerv\M8q'dwaHlengdlfromlhesheetis=
Wrlhyo~houselengdlthehighervalueofhouselengll'Jreq'dwallengthtromthe$heetiP
Yourhouselenglh=
'/"
fmIilm
Ix-x111v2-vtl
(x2-x1)
."
Iengdl or your house (x)=
IIIngdloflesserlengthofhouse(x1)=
lenglhofllrul8rlengdlolllouselx2)=
vatueofmin.waHlengthatlesserhouselength(~1l-
value ofmkl. waI length iItllrealer house length (y2)=
.Unadusted" uired.le offulhlwilH
"
"
"
.,
.
..,
02
Jt1OlhBlstheac:tuallervthofyo~house
r-unknown- thlslstheminlmuml8ngthofwallrequlnldatyourSpeciflchouselength
X1"tcm__v.....oI'-'l111tt1__InIe*llllhr.~{Elt.It......_I..t2'lcng.......-_bo40In>m..._)
x20z1n>m_.-V_ttlIWlgthttl......IIMItIrueIwlQlhIllllo_(Elt.Ir......_Io.t2'lcnglt,......-_bo50........_>
y1= valu8 homtablaofrequlred mkIlmLm length offul height wall allhe__waII length at your parlicuIarwind 8pMId.
valueFromtlbleof und minimum Ie ofM willlal:the ......walllII at wind speed
Mlnlmum s.gmem.ct WIll lMtgth ~Un-AdJu.-.r per Wall Hgt 6.1
Minimum s.g_'-IWlllIl.eogth ~Adjust.d'" ~Wall 11.1
TlHCKER SHTH'G REQ'D DUe: TOWlND SPEED OR D.c. L1MrT .De:cREASE STUD D.C. 01 CHOOSE 1!1132 SHEATHWG OPT. BElOW
Sta"'rd Constrvcllon . 7111'" OSB (Id common IIIlIs I'" ... splicing)
NOINTERlOflSHEATHlNGI~_bo_____.buI"noI~ Sl.-c.p.aly(plt):335
1I2"gypoumW~(Sd_n_r-'Do'~ ~CIrIpedly(plr}:435
tl2'"gwlOtmW_(Sd_neIl..~-'Do'lIj>Ei'I;) _CopacIty{plr):~1
7I16"OfTl"ick._SIrucl....P_ad........",nalls4. _ ,672
THICKER SHTH'G REQ'D DUE: TDWlND SPEED OR D.C. LMT .DECREASe STUD O.c. or CHOOSE 15/32 SHEATHING OPT. BELOW
7111~ orThlckerWoocl Structu..I"""'11d cammon ...Ila........~)
NOINTERlOR8HEATHNG(~meyboln01___..-.buI..noIrequlnod) ao-~ly(plf):490
1I2"gypoumW_I5d_NiI..redgoopKing) _CIlpElIy(plt),59(l
112"III'I*'W'W_(5dcoclwn....4.-'Do'op8OIngl _CopacIty(p/r):61S
7I16"OflNckw_SWctIrfll-'adoc:mmcnnolIo4. _.9llO
THICKER StfTH'G REQ'D DUE: rDWlND SPEED OR D.C. LIMIT. DeCREASE STUD D.C. or CHOOSe 15/32 SHEATHING OPT. BELOW
71111" or Thicker Wood S1ntdun1 h...... (Id c;onwnon nalIs 3~ ... splICIng)
NOINTERlOflSHEATHlNO(~_bolnol____IMlhocl.butlonol...")
1fZ"II)'pMmWallboaJd(Sdooolernails-7"lldgespacing)
1fZ"lIypstmWilllboard (Sd cooler nalls-4.edge spadng)
7I1f;orThk:brWOOllSIrUCl1JI3IPanels 8doommon"*3.
_ClIpEIly(pIr):6JO
_ClIpecIly(pIr)'730
_Copac;Iy(plt):75e
Shoo_ .1260
15/32"'orThlcllerWoodStructu"IPaIlll"(1OdClllTlmOllnalls.~"""...dng)
NOINTERIORSHEATHNG{~_be...lahd___-.butl.noIrequlnod)
112"'iYl*If'IW_(5d_Ni,..redgo~1
112"_W...boenl(5d_n.....4.edgo.~1
I~OfThlck.-WoodStrucb.rfll-.10doc:mmcn....I.6"
_~lyI.olr):4lID
_C"*"ly(pII):500
_C8pEIIy(plt):525
_. ~
1S32" orThlckwWoocl Structural Pa......(1Od corrm.... ...1Is4~ ~ spacing)
NOINTERlORstEATHNO(Drywflll_bolnol____IMlhocl.bull.noI~)
1fZ"lIyp$U1T1WilUboardISdcoolernails-7"edgespaei",,)
112"1II'PWmWlIllboanI(Sdooolernais-4.edgeSpadng)
1513To,ThlckerWoodSlrUCl1JralPaneIs 1Odcommonnails4.
No SMattlInt On Extarfor. DrywlIlI lna.rlorOnIy
l/7gypoImW_"'(SdC<Xli..n..r..sg..".ang)
112" W.._Sd_.......4.
MW WINDOWS
ANDERSON WINDOWS
PFII... WINDOWS
WINDOW Sill:
#1-24
.,."
..."
..."
:U.S.41PEUA
"n"''''''n...,..,,,,
30.38
34.38
38.38
"."
42.38
Sho..Copoc!ty(plr):59S
St..,CopecIlI'(pln:69!'i
_CopacIJy(pIr):720
Sho.. '11lO
Sho_ClIpecIly(pltJ:l00
Sl.-C 12:5
",~~
'75
"
28
"
'2
"
.......-&-
'"
'.00
,."
,."
~factar
,."
0.74
0.71
,.<<
...... ~._.If11_
0_69
,."
0.58
,."
"diu_factor
'"
0.81
,."
,."
Adlu_bctor
'"
'"
0.61
0.37
Adlu_fIo_
'.36
3_49
-......-
_W..
W^
W^
W^
W^
""Raq'd~
-....
W^
W^
W^
W^
....R1Iq'd~
BnIc.dWaI
W^
W^
W^
W^
....hq'd~
BlllcedWIII
'-'
'.3
"
U
....RIIq.d~
BlllcedWaI
..
,.
'7
"
....R....d~
Bn.cedWaI
'"
~, 21.2
~Checlltheboxolthewindowlithal_itrl'OO'llDuse(majorfty)lfawindowiSdifferent6nterr.O.lnspeaalwidlhsecllol1
t:::=::jyoucan only check ONE boJr
~,~,;".:,ITY,: "!'
t/:,:,'IKbic. C-(3Q.68)
>'<>"<'i;;' J
',';e,>.::,""::::', K
S'SlIDER(OS)
6" SLIDER (06)
8'SUDER(08)
9'SlIOER(Q9)
!!&.
'M
,...
"25
'0;
".,
59.5
71.5
'"
""
DESCRIPTION
nj0"1j1
SUM OF TOTAL AMOUNT DF WALL MISSING =
TOTAl AMOUNT OFWAU AVAILABLE =
AMOUNT OF WALL LEFT OVER AVAILABLE AS BRACED WAlL-
;,!4t;Tz;till;f:,;;,;!yWL';J;:!iMtf:"
FEET
FEET
FEET OR
1Iitm_WI'OlIi-:_~':l.
12.79
37.00
24.21
Maximum Unr_m..t Ooenlna Hoolnlllllnl
Windows:
HI3= 32
HIZ ~ 4S
2Hr.l= 64
Coors:
5H/6= 811
H_ 96
Perforata<lBn.cedWall
. ''''
'-'
7.'
..,
;:~~~k' ~F'E"SS\O~ ~\~","",,,,,
11,/1I/lli11il11!'IIIII\\'.I\\\\\\\\\\\\'
Requl,..! BW Length if Wall Contains Openings il: HI3
RMJUiredBWlangIhHW"IIContalns~"lH12
RequhdBWlengthIfWaICORtaIruIap.ntngse:ZH13
IAequftadBWLengthIfWanContllIna~il:5H16
RequlredBWLangtbIfWaICOIIIahsOpenlnp;!:H
'll.ofFull
S'-th.d WaN
".
".
".
Adj.
F.dor
'00
1.13
1.21
...--
aWReq'd
...
,.,
"
".
".
1-27
'"
...
,.,
...
,.
Compliance Method Chosen for Braced Wall Line "en
IPerforated
IAJSegmented
lIlll1OU;
"Braced Wall Requirements Based on Tables 3.17A, 3.178, & 3.170 of the 2001 WFCM"
1rlTf2006 H YAE BRACED WALL UN
WINO SPEeD:
13062601 BWL Lot'.ATION: 2nd Floor Front SidewaR EXPOSURE:
o
'"
c
Yo~house lllength="
Yourwillclspeed=
YOUfoouse.ndwaUlengllP
typeofooUSl!
,-.
2_.
,-
Roof pitch a
WOfk:ingonwhatfklof(lr20f3-story)
,.
""
'"
"
12il Must~(85,fN).IOO.110,f20,fJO.14QOfl50)ifyourMlirldspoedj!!lflO/shuNnf04Jfldyourwindspeedup
27.5 M1NIMUMEHDWAIILEKGTHOF 12 FEETREaulR~D
YOU MUST ENTER THE ABOVE NUMBER IF HOUSE IS LESS THAN THAT NUMBER
F~~'~"-o;'oo."'""E"'_~'-
;U'c;t,,-,,p Checkthi$bO>/iflhelltJusl!l;IUZ-stofy
01;'">0""[ Check lhisbox ifthtlh0u58ills 3-6by 0lIi/h LESS THAN A 6112 ROOF PITCH
5 /12
~~,;~;,;~::::::~ 1"",i~::='[,<'~i:;:1tA'"'~'"''''(ftI-I'' '~'"
""",;-"\'0,"" 00 II 2 Dr 3-S1oIy Minimum BracecI Wiill Panellenglh (In) Based On Wag Height
"
Mn.L
w, ,
.,
'.2
Wilhyourhouse langlhthe Ie5ser values of hoose Iengthll8ll'dwa" lengthfromlheshllellsz
Wilhyo...hDuselengthlhehighervatueofhDuselengttWeq'dwalllllngthfrumthesheetis=
Yoahouselenglh=
..
-
Ix'~1lIY2-Yl1
(x2-x1)
,.
"
27
."
IeI'lglhOf)'IUhouse (Jp'
Ienglhoflesserlengtholhouse(xf)=
lengthof~a\erlenglllofhouse(x2F
valueofnn.walllenglh31lessefhDuselenglh{y1)=
value ofrTWl. wall langlhal (lIlIalllr house length (y2)=
.U . ulfed oHuUht....an
27_5
"
"
5.'
02
.,
~= thislslhllactuallengthofyo~house
y.unknown- thislslhllmlnimurnlBngthofwalllllllulrlldatyourlijl8cllchouselBngth
~1"froml__v....oA'-'cIlh"'''''''_lna'''''''f''s_(e..Jfyoll_ls42'Ionu'''''''-_be.cotom.._)
.a. tom_.-v...."'....."'_lhlll lnaJ.ngthf1llls-. (Ex. lfyoll_Is42'Ionu.......-......udbe50 from",,*")
y1=valuefromtablllofrequlredrnlnm.rmlenglholfulheighl....anallhll'--walleng\tlatyourPill1lctArwlndspeed.
vaIullfromtableof ulredminimurnlBngtholfult ht....aIIl11lh11 .....walllB ill I1IcuIatwlrd
MlnlmlJlOl s.g....m.d Wall LMgth "lJn-Adjul:"" 1* Wall Hgt 6.1
Mlnlmum~WaIIlM1gth~AdJu.8f"I*WIIIIHgI '.1
THK:KER SHTH'Q REQ'D DUE TO WIND SPEED OR O.C. LlMrr . DECJl:EASE STUD D.C. or CHOOSE 15'32 SHEATHING OPT. BElOW
Standard eon.tructlan. 711r DSS (Id conlInOII naB. r.... .,.clngl
J<<)INTERlOFlSHEATHI'4G(D'yMI.....,.be_~_.r_,l>UIIsOCll~1 _CoopacIty(pIl}:335
llTgyJ*mW_(Sdcccl.r_r.rg.spodroij) _C8pec:lty(pll)'o;
11T~__(Sd_"""'..odgo~) sr.erCll*:l\y(pll):ol61
711B"arTNd<..WoodSlNcl1r.PwooIa&l"""""""......s.. _ 672
THtCKEII: SHTWG REaD DUE TOWWD SPEED OR D.C. LlMrr .DECREASE STUD D.C. or CHOOSE 15'32 SHEAllilNG OPT. BELOW
711.~OfThIckerWoodStnlclu,.lhnMI(ldc:ammon...b4~edge~
NOINTERlORSHEl\lHI'4G(~""'I'belnsl_~_.r_,l>UIlsnal.-qulred) ~CspecIIy(pIl}:<QICI
llTgyp.umW_(Sd__rodgo~) ~CoopacIty(pll)'590
tlTgypnmW..boInl(Sd_IIIIIIs-..odgospeclng.l _C8pec:lty(pll);615
711B"ar1l1lclc.WoodSln.cU'lll_lld"""""""........ _ 9tIIl
THICKl:R SHTH"G REQ'D DUE TO WIND SPEED OR D.C. LIMIT .DECREASE STUD D.C. or CHOOSE 1S:U SHEATHING OPT. BELOW
7I1'~ or Thldler Wood Struminol.......lld common ...n. ,.. edge ....c:Ing)
NOINTERIORSHEATHING(OrywsIIm"Ybe1nsl_per_.r_.l>UIianol,..".a..dj
1I2"gypsumWal\boald(5dalOlBrnails-1"edgespaclng)
112"IlypsumWaIIxlard(5dtoolernalfs...edgespaciog)
7116.OfThIcketWoodSlrucluraIP~ 8dcommonnaiIs3.
..... 4.fadm
D'
,...
...,
'.5O
AdI'_fadDr
~c...-v(pIl}:630
SMwCoopaclty(pll), 730
She.Csped~(p/f)755
-- ,~
....
0.74
0.71
....
Adl_factor
....
'.M
.."
'.25
Adlll_nr",_
1932'" or ThJcnr Wood StnIcIural Pa.... (1011 common ...1........ SPlIcing)
NOINTERlORSHEATHNIJ(OrywaU""'I't..IIIII_I*~odmo_,l>UIJsnol~
li2"_W--.:I(Sdoool.".;I.7"~sptlCing)
li2"gyp.umW_(Sd""",",n_'-odgoIP8<*lal
1Y.rrar ThIck.,_Sln.cIur.. P_I 10cl............ nlllll 6"
_c.poclly(pIl}:.OO
_~(pIr):500
_CopacIIy(pIf) 525
-- ~
,...
0.87
.."
'.55
Adlu.-ntflo<:t...
1932'"orThJclerWoodStrllctll"..Pa.....(10d_nnaI1s4~..SPlIclnlll
NOINTERlORSI1EATHlNG(~ml'l'be_~~mo_,bull.nat'oqAred)
1I2"gypsumWalIIollfd(5dcoolBrnalls-redgespaclng)
112" llyp$UIIIWaIlllollfd (Sd coolBrnalls-.. edge spacing)
15/32"orThickerWoodSlruduralPanels 1Odcommoonais.. iICI
No SIMathIng On Ext.rIor. Drywall lntwlol Only
l/2"gypoumWllI_(Sdoool.......1"odgolpflCing)
lIT W~5d_n.II...
MWWIHDnwS
ANDFA.!IONWlHonwS
PELLA WINDOWS
WINDOW SIZE
#1-24
,,~,
.".
..."
34'S, 41 PELLA
R.o.WIffil<.""""'.'
,."
34.38
38.36
34.38
42_36
sn-CopacI~(pIl):595
She..-CopacI~(p/f):695
SheOfc.p.aty(p/f):720
_ 1190
'.n
.."
0.61
0.37
Adl_"'dur
_Copacky(p/f):100
Sho.C ,~
..,,,
'"
"'hq'd~
..........
N1A
N1A
N1A
N1A
"'hq"d~
BracedWaI
N1A
N1A
NI
N1A
....RMI'd~
Bra_Wag
N1A
NI
N1A
WA
.... RMI'd s.u-nmd
Bra_Wall
'"
5.'
5.'
,.
....RMI'dSeomentlld
BraAdWal
..
"
"
2'
....Req.d~
8racedWalL.en
we 26.5
21.2
J::I:IChe,;sr tlleboxd/he window" thai Neln )'016 house (mor"onlYJ 1111 wIndowlsdlffllt8ntlllllerr.o. In tIpeCisIwfdIh-::tion
t::::=:jyou can DIlly checJc ONE box
M+l
;:iCY'>,,..;''" K
5'SUDER(05}
6'SLIOER(Q6)
6'SLlOER{QlI)
9'SUDER(Q9)
.....
'M
".5
,,-"
52>
".5
59.5
m
".5
106.5
.A~mC~'~D~'O'S.. ."
,
~.. - ..~ . ~'If ~ M
...".-." . .;..
DESCRIPTION
SUM OF TOTAL AMOUNT OFWALl. MISSING. 10.56
TOTAL AMOUNT OF WALLAVAlLA8LE. 37.00
AMOUNT OF WALL LEFT OVER AVAILABLE AS BRACED WALL. 26.44
FEET
FEET
FEET OR
;ojlo,._~
Mulmum Unru'r,,1ned OMnlna H.lnhl flnl
Windows:
HIJ; 32
HIZ" 4S
""'0 '"
uoors:
5H16= to
H= 96
'lloofFuU
S....._W"II
'"
'"
,,%
A..
,-,
,..
1.10
1.17
--....
ow......
..
".
..
P.rfw....BracedWa.
. .....
'-"
"
"
'"
'"
W
1_2.
...
..
,..
..,
Compliance Method Chosen for Braced Wall Line "0"
IPelforated
I]]Segmented
..,.,
lll!llOU;
"Braced Wall Requirements Based on Tables 3.17 A, 3.178, & 3.170 of the 2001 WFCM-
7/2712006 RAH YAE ER B WALL
WlNOSPEED:
13062601 BWL LOCATInN: 2nd Floor left Endwa" EXPOSURE:
'"
C
Yourhousellhdw1lRIength=
Vour'Nind speed =
Yourhousesldew;,nJenglll=
... ,,,....
l-SIOfY
,.....
'-
Roof pitch "
working onwhalllDol(if2or3-slory)
,.
''''
'"
".,
120 Mustber85.90.fOO.110.f2fJ.130.j4Qor15O)If)lOlH'windSpeedlsno/lJhownroundyoLl"wfrId~l.tp
37 MINIMUM SIDEWALL I FNGTH OF 12 FEET REDtIlRED
YOU MUST ENTER TltE ABOVE NUMBER IF HOUSE IS LESS TllAN THAT NUMBER
~~,s~","",fN'''''''''''''''''_'''_~'_
,y,;)"';:L CheckthiS!laoriflhehouSlllSiII2-s1oty
,1#iiiif",~^-#' CheckWsbalrifthehou$e is II 3-atatywilh LESS THANA fS/12ROOFPlTCH
'"
~~I:;f~::::'=:' 1"y,~j,.+,I=E;:.EU~i:;~~L__~J,(8. ,<< lOJ
'f~*'i;"'j",' ona2or 3-Stcvy MIr*num Braced Wa" Panel Lqth (in) Based On Willl1alghl
Wilhyourhouselengthlhelesllervaluesofhousell!lngllw'req'dwallenglhflomlheshelltls=
WilhyG\KhoLlSelengthlhehigherYlllueofhouse.length/!eq'dwaHlengtllfromthesheetis-
Your house Ienglh =
..
""""
Ix-xll1v2-vll
(x2-x1)
"
37
,..
to."
."
lengtIloryourhDuse(x1-
lengthoflesserlenglhofhouse(x1)=
lenglhofgnlal8f Jengthofhouse {x2)o<
value ofmln. wal lengtIlatlesserhouse length (yt)-
Y3lueofmln.walllenglhstllraaterhousela'l/lh(y2)=
.Un uQd 01r,,1 ht. waU
37
"
..
,.
10..
"
xzlhisistheac:tuallengthof)'Ourhouse
y=unknown- IhisIs~mlrlimumlsngthofWalfequil8dalyourSpeCll\chouselength
:<1. ......-......v_oIronglhol~IhIIIIn..IwigIh_~(Ex_llyoII'~'-42'kIrII!.....-_"..,"""'u,.I_)
xz-"""'-..-y-"'lMIglhol_lhoIn......,...~(Ex.lfyoll'_r.42'kIrII!..__"50hrn..._1
y1.valuefnlmlalllllofrequlred~lmumlsngthofful..lghtw;aUltlhe__wallenglhltyourparlk;ularwlrw;t~.
valuerromtablllofrequll8dlTllnmumlanglhoffulhe wallltthe r....-walIls at wind
MlnlmumSlogmantedw.lllength"Un-AdJL>md"FWWalllfgt e.7
MlrtlmumSlog~w.lIlengIh.AdJuatad"J*"WIIlIHgt
THICKER SHTH'G REQ'O DUE TOWlND SPEED OR O.c. LlMIT "DECREASE STUOO.C. or CHOOSE 1!IU SHEATHING OPT. BELOW
S1andmI eon.trvctIon" 7I1r OSB (Id common..... r ~ SJlKIng)
NOr~ORSHEAntNG(~IMY_r..l"'-lr-"'I'PIWed....rt-oxl.buI'-""'...p--.ll ~~(pII)'33111
112"~W~(5dcual"n_T"""""IiI1 _c.p.;ly(pll):~
112"_~(5da>al.-nolI"..-velpoldng) _~(pII):4&l
7/1t1'orThk:l.-WoodSIlllc:lu-..._.IlIl.,..."".".,....... _ sn
THICKER SHTtt'G REQ'O DUE TOWl\lD SPEED OR o.C. LIllIT. DECJtEASE: STUD D.C. or CHOOSE 1S132 SHEATHING OPT. BElOW
7f1S" orTb/c:_WDOdS1ructurllIPII....(ldcommon...'..4"~~IIIg)
NOrNTERlORSHEATHlNlJ(DryNlIIl""'Y"~r-__fNIlhcxI,bulla""'.-.q.H-.cl} _c.p.:Ily(plr);<l9O
II2"_Wlllllx>.-o:l (lldCDal.-""II.. T....apeclng) __c.p.:Ily{plf):S9Q
112"_W_(5d_....................1 _C8peolty(pll):S15
7I16"orTNcll.._~p......!ld"""""""noh4" __:9llO
THICKER SHTH'G REQ'D DUE TOWlND PEED OR o.c. UMIT" DECREASE STUD O.c. or CHOOSE 15132 SHEATHING CPT. BELOW
7J1r...ThlckerwDOd~..,Panal$(Idcam-nDllnd&T....,.&pllc:ing}
NOrNTERlORStEATHNlJ(OryweIIm8yboo_r-__mMIn:l.lN1rl""'~)
1I2"gypsurnWaIlbo.an:l(SdOOOlernalls-7"edge5paClng)
112"1lypsunlWaIJbo3ld (5d oooleroalls-4. edge spaclng)
7/16"orThickeJWoodStrucl:uralPanelll 8dcommonnaiIll3. es
'"',
'.00
,.oo
,."
A.-.-1acIDr
,.oo
0.74
0.71
."
AlI~_todDt
_CorpecIty(plt);630
_Copacily(pII):no
Sho"CfIpKily{f'M),75S
_ .1260
0.89
'.00
..,
,."
...dl_far:tor
15iU"'orThlckarWDOdSbul;;turtiPI.....(1Od~IIlI'..'.IdO-....dng}
NOrNTERlORSHEATHrNlJ{()yNalIm8ybeinl_~__...chod.buIlancl~
lf2"_W_(SdCDal.-....r..r.....pecIng)
112"IIVI*ftIW_(U.......n_..lI<l\PII.pea""l
15132"orTllk:UrW_SlrucIu-..PaneI.,Oct"""""""....Ill'
_c.p.c;ly (plt): 400
~c.p.:Ily(pII):500
_c.p.c;ly(plt):52S
_. ~
l.'"
0.87
,."
,...
AdI..-toet""
15132. orThIcbr WDOd Slructu..' PII"'" (1Od common 1UI11s4M.. ~a)
NOrNTERlORSHEATHlHQ(o.y....,m"l'~inI!..'-lr-~_.IiuIr.""',""""..:Il
112"IIYPSUmWalIIoan:l(5dcoole1nails-7"edgespadnaj
112"II)'p$l.nWaIIboard(5dcoolernalls-4.edQ8spaclngj
t5IJ2"orThickerWoodSIrucIuriIIPanets 1Odcommonnails4.
Na~IngOnext.rior"DrywanIn!llrIorOnty
112"IIVI*ftIWlIlIlx>.-o:l(Sd.......IIlIil..TlI<l\PIIIPfICI"IiI1
112" W_<l5cl_n..r.-."
MWWINDOWS
"'NDeRSON WlNIlO\N!I
Pf'1....WINDnw1>
WINDOW SIZE
#1.24
.,."
"'"
..."
:U'S,41PEUA
Rn_.....,...JII
30.38
34.38
38.38
34.38
42.38
_C....,aty(pII):595
_c.p.c;ly(plt)'695
Sho"CapmIy(pII):720
_ 1190
'.n
."
0.81
'37
...~"'-
Sh..-C<lp-.clly(pII):l00
- ,~
4.38
3_411
ijr~
N.wReltd~
_W..
...
...
...
...
N.wReq'd~
BrrIClldWllI
...
...
..
...
N.wReq'dSegrn.ntld
BrrIClldWd
...
..
...
...
tHwRlIII'dSolgmentH
B~WlI1
10_5
"
,
,.,
~ Req'd SeamentH
Bl'lIClldWll"
"
"
"
16
N.wReq'd~
BrrIcao:IWd
<u
'"
~Ch9cJ<rlleboxotthe~(h1JIilIlllnyourhoose(majanty)lflwindawl'cJHterentenl9rr.o.lnspsdalwidth!8ClJon
t::::::::jyoo "M ooJy check ONE box
.""""
. .
. I>C
_" c.(JO.6B)
,,"-0'" J
'~'d,\:'sr K
5'SlIDERIQ5)
6' SUDER (08)
8'SLIOER(08)
9'SUDER(Q9)
&0.1
".,
3<1.5 '"
3825" '~
53.5 0"""'"", ~
68.5 .,II'",,'" ."'~J
59.5 . ~ ,
71.5 '0 ~ ' ,"
95.5 ;:0$:187'''';
--,.
.'NYO'~OAL=,"".O".
~'__." ",n'
, -. ..." ,
" " , , ~~ " ""
,~ . ... .. .,.... ... ..... ....,
~\\\\II\IIII1!1fIII/IIIII"""
#~ OF NEW Wqq/,;,
Jfi~ ~Y:- 'l'~
;;,'-' # OJ. 0
DESCRIPTION
SUM OFTOTAl"'MQUNT DFWALL MlSSING_ 0.00 FEET
TOT"'LAMOUNTOF W"'UAVAIl.ABLE. 27.50 FEET
AMOUNT OF WAU. LEFT OVER AVAILABLE AS BRACED WAlL. 27.50 FEET
,.
""'''
Ma.lnuun Unradl'loltwd O.....Jna N.laht IInJ
Windowa:
1113= 32
HI2= 48
2HJ3= IU
0001'$;
SHIrl = 80
H= 9$
%ofFul
ShutMd Wall
""'''
'''''
'''''
...
,,-
#ONIDI
'DNIOI
OON'"
-
BW Req'd
lO"
10.5
10.5
Pertorat.dBraetdWlI1
R .....
<<lIVIDI
#OJVID'
<<lNID!
'...
'''''
IIONID!
IIOIVIDI
RequhdBWl.e
RequlredBW
Requtr.dBWl.ength
IR~re8WlM\gttIIfWaJlg~ ;!:5H15
Require BW Length lfWIII' Clll1Iains Openings;!: H
#DNIOJ
#DNIO!
10.5
10_5
Compliance Method Chosen for Braced Wall Line n3n
IPerforaled
mSegmenled
.
lIM<;
"""'-'L
/2712006
13062601
YowhouseendwllllBfl9thz
Yourwioo$peed=
You-housesldew8llle~
type 01 house
1-slory
,-
"-
Roofpilch=
wofIdngonwhatlloof(if2or3-story)
,.
''''
,.
~Braced Wall Requirements Based on Tables 3.17 A, 3.178, & 3.170 of the 2001 WFCM"
-=
HYAE ER
CEDWAU UN
WINO SPEED:
EXPOSURE:
BWllOCATION;
2nr:lFloorRlohlEndwall
.
".
c
120 MustbIJ(B5,9O,fOO,110,l20,l30,14fJor 150) ifyourwmd'fJ9lK1iIUI<X!i/>I:1ttInfO<J1ldyourwindspeedup
37 ,.NIWMSIOFWALLLE'NG'THOF 12 FEETREDlJIRED
YOU MUST ENTER THE ABOVE NUMBER IF HOUSE IS LESS THAH THAT NUMBER
~~""""'..'''"-"._~.,...
~~~:'=~'-;'\;,~ :;:: :z:: ;:::::: =v.ith LESS THANA 6112 ROOF PITCH
'"
~RoofOrl-Center{in)-112'16.or24}
CWyuse/hQe 16 Wa/l0n.Cenle1(in)-{12,16,orU)
OOotIl$/fwodllng ':"E;f"~'Y7 W/Ill Heightof &acedWan Panel '* Applicable FIoof elt) _ (8, 9, or 10)
0II.2a3-Stay Minimum Br3Ced Wal Panel langlh jinl Based OnWaIIHelght
"
WIlhyourhouselenlllhlhBlasservillUBliofhousel8ngllllreq'dWallengthfromlhesheetisa
WIlh yo.... house length Ihe higher value 01 house 1eng1Meq'd wall le:ngthfromthe sheet is=
Your house Iengtll =
'"
"""'"
/x-xll1vl_vll
(-a-d)
"
..
"
,..
10.4
."
length or your house (x)=
lengthoflBsser length of house jlll)=
langthofllrealerlengtholhou$e(x2p
value ofmin. wall ienglh al IBsser house length (y1F
value ofmin. waH length atgreater house length (y21-
"Unac!" . offulht.waq
"
"
..
,..
10.4
"
It'''lhi$lslheacluallengthofyourhouse
Y* unknown- IhlsisthemlrWnwnl8llglt1ofwall...LM-8dlllyolJrsped'ic:houselenglt1
~1,",frorn_"""V_dlwogtllot_tllaln>>~r"'_{Ex.I1'fO'J1_lIq"""'Iho__t.40fnlm"'_)
xz,.frorn_.-v-ot~d___IongthI.no_(Ell.IfJCU"_I.q"""''''_-.ldt.5Dfrornlho_1
Y''" valuefromlablBofl8QulredmDnumlengthoffulhelghlwalatthe __waI length atyourp;Jrtk:Wrwkld speed.
- vatuefromtal*ofrequRdmlrimurnle oIrug waIIatthe tMt.rw...1e at wlnd
MInimum Segmentod WaIllMglh .Un-AdJuat-I" per Wall Hgt
MInlIllUlllSalgmentldWaNLenglhwAdj.....,.perw.ll
T1tJCKER $HTH'G REQ'D DUe: TO WIND &l'EED OR 0.c.1JIoiIT _ DECREASe: STUD O.c. or CHOOSE 1SSZ SHEATHING OPT. aaow
StandllrdConstrul;don-7nrOSB(IdCOllVllOltllllll&r.....~
HOINTERlOFl8HEATliINQ{Ory\QlI....,t._IodP.__O'IIIhad.bul.""'~ _Capecity{pr):336
lI'r_W_jSd_noiI..7"odgo~) _eop.,Ily(~;436
lQ_W-.v(5d_.......edgoopoQrlg) _~(pIf);461
7116"OfThlck..WoodSlrudur..PonolaIld"""""""....... Shew:612
THICKER SHTH'G REaD DUE TOWlND SPEED OR D.C. LMlT - DECREASE STUD D.C. or CHOOSE 1S132 SHEATHING OPT. BELOW
7111" arTh\cbrWood StrucIunI~" (Id cammon JIlIIIsIr'..... spodng)
NOJNlERIORSHEATHNQ(DrfwoIImoyt.Inol_I'If__"'-'bulJo""'~.d} _~Iy(pII),.9O
112"gypMn1W_jSd_"""'7"edgoopoclng) -ClJ*'ilY(p/l):5eO
112"rm-<nWaI_(Sd__4"odgoopodngJ _Capecityjpf):615
7I16"OfThlckorWoodS/ruc:tu'..PonolaIld_,.... _C'9lIO
THICKER SHTH'G REQ'D DUE TO WINO SPEED OR o.C. UMIT _ DECREASE. STUD O.C. or CHOOSI: 15f3l SHEATHING OPT. BElOW
111S" or ThIc:.....Wood Stnx:tuIllIPllnea. (Id common IIlII1s 3" .....lJPlIdnll)
NOINTCRIORSI1EATHNG(Ory\QlImoyt.l...t....,I'If__"'"""-l.bull.not~)
112" gypsum WiIllboard (Sd cooler nails-1" edge spadngj
1I2"gypsumWaIboard(Sdroolefnail$.-'.edQeSPacing)
7/16" or ThlcllerWood Slrucllnl Panels SdCOrrHTlOl1I1l1i1S3"
A~bdnr
L'"
'.00
,."
'"
A""_fadD<
_C",*,"y(p/I)ll3D
_eop.;tyjpl):ntI
Sho..CIp8ClIy{pIf);T55
... ,-
'"
0.7.4
0.11
,."
.-.....- ,........
0.69
'.00
,.,
'"
Adh_tadD<
15f32" orThIc:kerWood Strumar.1 Pn... (1Od cammon 11111.. I" .....lJPlIclngJ
HOINTERlORSHEATliIOO(DywoIlmoyt.I..._por_.:IInIIhcxI.bull.not......,.:I)
112"_W_{Sd_noI....,.odgo.~
112"~W_(Sd_.......4.0dg0~)
15/32"OfThlck..WoodSlruc:lur.._10d"""""""......6"
Shoor~(fIll);400
Shoor Copecily (pit); 500
ShoorClplClly(fIll):525
_ :!IOO
.."
0.B1
'93
'"
Adlu_fa_
15f3r or Thlc:.... Wood StruclunIP.,.,...,(1OdCGnWllOn...i..4R....lJPlIclngj
NO IN'TERlOFl SliEAntNG(DrywoIImoy t. iftIlaIodpor _.:I molhod. bullI""".........:I)
1f2.IJYPSUrllWaIboard(5d(:()OleJnalls-1"~spaeing)
1I2"gypsumWaIIboard(Sdroolelnails-4-edgespacingj
15/32"orThk:llarWoodSlrucUatPane-ls lOdCOf1\lnOnnai/s4"
No ShMthlnll On ExIwIor - DI)"WIIl lntwlor Only
112"_W"_(Sd_nol""'lIdgo~1
112" W"_Sol"""'..nol....
MW WINDOWS
ANDFR50H W1NDClW5
PELLA WIHDOWS
WINDnWSlZE
#1-24
.,.,,,
'>30
"-"
34'5,41 PELLA
Rl'I-......""""'..
30.38
34.38
""
34.38
42.38
Shooo-c.p.aly(pII):S95
_c.p.aly(pIf):G95
ShoorC<lpeoily{pII):720
Shooo- 1190
'n
'.93
0.61
0.31
Adill_tact....
_ClplClly(p/l):l(lO
ShorC 125
.."
3..9
....RMI.d~
BrK8d W"
""
WA
WA
WA
.... Req'd ........
BIlICedW.1I
WA
WA
WA
WA
....Req'd~
ar.c.dW..
WA
W
'"'* NlA
WA
N.wR"'d~
BracadWIIl
10.5
,..
.,
"
....Req'd~
BIlICedW..
i:ftJi 7.0
.,
"
"
N.wJqq'd~
B'lCedW..
..,
93.'
~Checkl/lebo.>roflhewinl;/olNSrllat_Jnyourh0us8(majaity)ilawfndowiSdltrer1mlfl(ll8fr.l'I-JnspecJ.wldthS8CtJon
t:::::jyoucan oniycl1ecJt. ONE box
."""""
A
. OC
"'''' C-(30-66j
~ "0:" ,
~ '\-" ' K
5' SLIDER (05)
6" SlIOER(Q6)
8'SLlDER(QS)
9' SLIDER (09)
ILl!..
,,,
".,
"."
OJ.'
93.'
,,,
71.5
eo.,
106.5
_.;:V'",C"'-W;:'':'o.'SI
,
1!i . '. "~ . "'..
"r.~"" ..". '. .', _j; ~"'''m
......... ....... ... >''''" @,..
\Cyti(;W\i .1~ '",' , --; N . ''-;}'t-
,''--'',(,<:.- y, ~0:
;{~~- 0 J. ~ '%-~
,itro .>0.' 0 ~
f /l- ~
DESCRIP'nOtol
SUM OF TOTAL AMOUNT OF WALL MISSING.
TOTAL AMOUNT OF WAU AVAILABLE"
AMOUNT OF WALL LEFT OVER AVAILABLE AS BRACED WAlL .
'}i
'.00
21.50
27.50
OR
-~ti?
FEET
'm
FEET
MaxJnmm Iln.HIhI....t On.raIna HMnhtlinl
WIndows:
..," "
HI2: ...
2HiJ= 64
,,--,
5HI6= 10
"~ H
% of Full
SheathadWan
"".
""'"
""'"
.....
',,'w
"'.""
#ONIOI
#ONIO!
..........
BWR.q'd
'"
10.5
10.5
P.rfor.ledSnlcerlW.1l
. ....
IIDIVIO!
AlDtVIOJ
lJOlVID!
""'"
"""
"'.""
#DNIO!
JIONJO!
""V""
IReqUIred 8W Length ifW..n ConlIIlns Openings:?:. 5HIS
RMlulredBW~IfWaIlCo_InsOlMnongs:?:.1i
'"
".
Compliance Method Chosen for Braced Wall line "4"
IPerforated
[]]Segmented
, .
UPLIFT STRAP CONNECTION REQUIREMENTS:
Roof to Wall Connection
Roof Span
(ft)
NOTE:
Least o.c. Wind Speed
Spacing (in)
16 120
16 120
16 120
16 120
16 120
16 120
Wall-to-Wall or Wall-to-Foundation Connection
# Of 8d Common or 10d Box Nails Each
End of 1-1/4" x 20g Strap
16 120
16 120
16 120
16 120
16 120
16 120
1) Above table based on requirements of Table A-3AB of the 2001 WFCM.
2) Approved, Engineered fastening per the Avis/Excel Calc Manual may be substituted for the above.
RIDGE STRAP CONNECTION REQUIREMENTS: (One Strap Required Per Truss or F/ip Rafter)
Roof Pitch Roof o.C. # Of 8d Common or 10d Box Nails Each
Roof Span Wind Speed
?/12 Spacing End of 1-1/4" x 20g Strap
16 120
16 120
16 120
16 120
16 120
16 120
NOTE:
1) Above table based on requirements of Table A-3.6A of the 2001 WFCM.
2) Approved, Engineered fastening per the Avis/Excel Calc Manual may be substituted for the above.
, '
BRACED WALL LINE CONSTRUCTION REQUIREMENTS - EXPOSURE "C":
DESIGN PERAMETERS:
Wind Speed # of Stories SideWall "L" Endwall "L" Wallo.c. Roof o.c. Pitch ?/12
120 2 60 27.5 16 16 5
HOLD DOWN REQUIREMENTS PER END OF BRACED WALL PANEL:
Braced Wall Floor Wall Height Hold-Down Hold Down Capacity of # Of Hold- Total # of
Line Cap Req'd Req'd Hold-Down Downs Re 'd Studs Req'd
A 1 9 3600 STHD14RJ 5025 1 3
B 1 9 3600 STHD14RJ 5025 1 3
C 2 8 3200 CMSTC16 3790 1 2
D 2 8 3200 CMSTC16 3790 1 2
E 0 #N/A CMSTC16 3790 #N/A #N/A
F 0 #N/A CMSTC16 3790 #N/A #N/A
1 1 9 10710 STHD14RJ 5025 3 9
2 1 9 7200 STHD14RJ 5025 2 6
3 2 8 3200 CMSTC16 3790 1 2
4 2 8 3200 CMSTC16 3790 1 2
5 0 #N/A CMSTC16 3790 #N/A #N/A
6 0 #N/A CMSTC16 3790 #N/A #N/A
NOTE:
1) Above hold-down capacity required include shear capacity adjustments per Table 3.17D of the
2001 WFCM.
2) CMSTC Hold-downs shown are per USP Connector specifications. STHD Connectors shown are
per Simpson specifications. Connectors with ~ capacity by other manufacturers may be used.
Kev Plan View for Braced Wall Lines: Note, not all plans shown below may apply to a given house
Sidewall "A" (rear)
=2
'" Q)
~-
"0 -
<:: "
wi
(ij -
~" .<::
"'0 ~ C)
c - 'C
W -
Sidewall "C" (rear)
1 st Floor Plan
=~
'" Q)
~-
"0 -
<:: "
w;'
2nd Floor Plan
"'ffi Z'
~" .<::
"'0 ~ C)
c - 'C
W -
Sidewall "B" (front)
Sidewall "D" (front)
Sidewall "E" (rear)
=~
'" Q)
~-
"0 -
<:: "
wf'
Not Applicable
m z-
~" .<::
"'0 ~ 0)
c - 'C
W -
Sidewall "F" (front)
, .
Braced Wall
Line
Braced Wall
Line
1
2
3
4
5
6
NOTE:
1/2" DIAMETER ANCHOR SOL T SPACING REQUIREMENTS:
Braced Wall Line Lengths Max. Anchor Bolt Spacing Requirements (in inches)
length of
BWl
Wall length
Perp. To
BWl
27.5
27.5
27.5
27.5
27.5
27.5
A
B
C
D
E
F
60
60
37
37
60
60
1
2
3
4
5
6
27.5
27.5
27.5
27.5
27.5
27.5
60
60
37
37
60
60
Wind Shear
(Table A-3.2A)
see note#2
lateral &
Shear (Table
A-3.2B)
30.0
30.0
30.0
30.0
30.0
30.0
Uplift Seismic "C" Max. Anchor
(Table A-3.2C) (Table 3.3A) Bolt Spacing
47.2
47.2
28.8
28.8
47.2
47.2
25.0
25.0
25.0
25.0
25.0
25.0
72.0
72.0
72.0
72.0
72.0
72.0
25.0
25.0
N/A
N/A
N/A
N/A
9.9
9.9
15.1
15.1
9.9
9.9
30.0
30.0
30.0
30.0
30.0
30.0
25.0
25.0
25.0
25.0
25.0
25.0
72.0
72.0
72.0
72.0
72.0
72.0
9.9
9.9
N/A
N/A
N/A
N/A
5/8" DIAMETER ANCHOR SOL T SPACING REQUIREMENTS:
Braced Wall Line lengths Max. Anchor Bolt Spacing Requirements (in inches)
length of
BWl
Wall length
Perp. To
BWl
27.5
27.5
27.5
27.5
27.5
27.5
A
B
C
D
E
F
60
60
37
37
60
60
27.5
27.5
27.5
27.5
27.5
27.5
60
60
37
37
60
60
Wind Shear
(Table A-3.2A)
see note#2
Lateral &
Shear (Table
A-3.2B)
45.0
45.0
45.0
45.0
45.0
45.0
Uplift Seismic "CO Max. Anchor
(Table A-3.2C) (Table 3.3A) Bolt Spacing
70.8
70.8
43.2
43.2
70.8
70.8
25.0
25.0
25.0
25.0
25.0
25.0
72.0
72.0
72.0
72.0
72.0
72.0
25.0
25.0
N/A
N/A
N/A
N/A
14.5
14.5
21.2
21.2
14.5
14.5
45.0
45.0
45.0
45.0
45.0
45.0
25.0
25.0
25.0
25.0
25.0
25.0
72.0
72.0
72.0
72.0
72.0
72.0
14.5
14.5
N/A
N/A
N/A
N/A
1) Above tables based on requirements of Tables A-3.2A, A-3.2B, A-3.2C, & 3.3A of the 2001 WFCM.
2) Anchor bolt spacing for Wind Shear based on assumption that anchor bolts wa"e"I0"IlI~1 be a min.
'i~\~~~ of NEW ~~~II
of 6" from end of plate (12" max). /~{:-~_ h '\
~i' r;:,' ~...y\o J ~o "'f-
,g ."f>
.,,"'('"
l~,! I~ ~
;3 0~ JP #t
~ '({;.. i:'" ~
-~_ '.... .t1)741~'O 'V $
'\, )."), "If
;-.;"" lCfo, O~~ ~~if
"""I.':t,.."F"ESSI \\\\\\\<;\~
'"I:'./IIIrII[I:II1',\\\\\\\
Max Uplift
1
7
Max Grav
1 954(load case 12)
7 849(load case 12)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD
1-2
2-3
4-5
7-10
BOT CHORD
1-9
7-8
WEBS
4-10
2-11
8-11
NOTES
1) Wind: ASCE 7-02; 120mph @24ino.c.;h=30ft;TCDl=3.0pst;
BCDL=3.0psf; Category II; Exp C; enclosed; MWFRS gable end zone and C-C
Exterior(2) zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.33. This truss is designed for C-C for members and forces, and for
MWFRS for reactions specified.
i Job ~-~-
.
l-.----- .---
---fTrusSType ---
!Truss--...---'~-
"
i30978
L-----~___
jHINGEDMONO
,
12-1-13
8-7-13
iHM614301
3-5-15
3-5-15
5_00112
--~--~~--
'\1)-\//
'0- ./
/ ----
- /./~.//./
--~--
(")
,
I~
.//
I) '\-1). // / / .
.. // ../
,\,,/" 2x5/-// _
_'\~/~ 3~,~ider/
b.-'9---- ~._"
...-/// 2 (""^..' '--'BEH18A
"'~
1
~ ~\
'=tl \ -'
, -
o -, 45
X ~
1x411
8
o
,
o
,
N
1x411
11
w
1x411
9
3-5-15
3-5-15
13-6-13
10-0-13
Plate Offsets x,
SPACING: 2-0-0
lOADING (psD
TCll 31.5
(Ground Snow=45.0)
TCDl 10.0
I BCll 10.0
BCDl 10.0
LUMBER
TOP CHORD 2 X 4 SPF No.2 "Except"
T3 2 X 8 SPF No.2
BOT CHORD 2 X 4 SYP No.2
WEBS 2 X 3 SPF Stud 'Except'
W2 2 X 4 SPF No.3, EV2 2 X 4 SPF NO.2
1:0-3-11,0-2-4, 3:0-0-5,0-0-0, 3:0-1-0,0-4-8, 4:0-0-11,0-1-2, :0-3-6,0-1-12
SPACING: 1-4-0 SPACING: 1-0-0
lOADING (psD lOADING (psD
TCll 47.3 TCll 63.0
(Ground Snow=67.5) (Ground Snow=90.0)
TCDl 15.0 TCDl 20.0
BCll 15.0 BCll 20.0
BCDl 15.0 BCDl 20.0
-254(load case 6)
-329(load case 6)
BRACING
TOP CHORD
Structural wood sheathing directly applied, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 5-1-0 oc bracing.
WEBS
2 Rows at 1/3 pts
, JOINTS
! 1 Brace at Jt(s): 10
REACTIONS (Ib/size)
1
7
6
Max Horz
1
6
-2101/922
= -510/45
-192/106
-486/430
3-4
5-6
-1203/1777
= -1203/1777
8-9
2-7
-525/464
-1595/1042
0/66
2-9
7-11
715/0-3-8
654/0-3-8
a/Mechanical
241(load case 6)
-135(load case 12)
------T6-fY- ---------.Ply
I
11
-----:AVIS HOMES-- --- --~- ---
: Q4T-A-276-5M-200HH
I Designer: JES
5-9-05
13-7-8
I
1-5-11
3-1) "I :?r-)-
/~ 6
///~
/./ '\--! Conn. 189(1b)
/~y BEH18E
..--- . ,
'('
'0_1
(;)~\
W3
,
6.200 s Feb 21 2005 MiTek Industries, Inc. Mon May 09 15:55:032005 Page 1 of 2)
:0 the best of my knowledge, belWf and profsseional
Judg/nant
!:~ ~is Factory ~:1anuf:!:eaf@d Home (FMH) ph-..n has
t .._?f.... ~~,...,...... '"' ...., ,....~, . t - F"'
~"'.." "",,,,~,'-'"'1l q(' ('t '~'JH "",~,
'......"",.." ~,d , .-..., .~~ . _ '.......; . ,. ~ ~.,..'~':. .~ .., -- 1'-',1',<-) ;,~
r-'~':'."-~';;~' ;:.,jJ!J;O.....,~i~ i.JY.I\~{ S~IU Dq:;)ltmf.oot of Sttt6
."n",'J:'.'-,~-i->.,. 1,~... ~.-:n" '-~/.H .',... _
~:~,t',I,-,.,\.d,..-., '",J. f~-, ,J'ffff ~v2"{}l,..-;; ;v:;.vw~':w;turor~ No, M0491
'-,~",~,.""-"';~" h:,.~.... f I~\ h' .. ,
" J'+,"~n.'_:.! ~:,:rX:;)'_.--.i:.'J.:'::..__.J'11 icn 11:113 net ~i1 mOdffj.(;d In igjy mannsr
2. "~-,~
"-$- ~I'~'.' ,-:.~,. .. J h
. ,..,h I, .1.;:; l~i'iwl (Jd:1n as been
, .. ~~'i t"CfC:QU:'iC€", with t1';0 ....21~...
,~<Z;;w Y0i'il ' GC'~-is9Nwkm Coos.truCficH~1
Cod" I,,,,, """"'.'-c"" ,~C .,~,.,'_) '.
\"".......... >.-h':'''''"<I",,u !W"I.~. . VfI0Cr~
6x7=
I~
<'..
"1 1/2 x 1 1/2 dado
7
o:~
lli~
2~
- ~
13-7-8
0-0-11
SPACING 2-0-0 CSI DEFL in (lac) Vdefl Ud PLATES GRIP
Plates Increase 1.15 UNBALANCED LOADS TC 0.96 Vert(ll) -0.23 7-8 >708 240 MT20 197/144
Lumber Increase 1.15 BC 0.89 Vert(Tl) -0.55 7-8 >292 180 MII18 141/138
Rap Stress Incr YES 24" O/C = 47.25 pst WB 0.93 Horz(Tl) 0.04 7 n/a nla
Code IBC2003/TPI2002 1S"O/C = 70.88 pst (Matrix) Weight: 60 Ib
12"O/C = 94.50 pst
-525/100
-150/113
2) Wind: ASCE 7-02, 147mph @16ino.c.; h=30ft; TCDl=4.5pst;
BCDL=4.5psf; CategOfy II; Exp C; enclosed; MWFRS gable end and C-C
Exterior(2) zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.33. This truss is designed for C-C tor members and forces, and for
MWFRS for reactions specified.
3) Wind: ASCE 7-02; 170mph@12ino.c.; h=3Oft; TCDl=6.0psf;
BCDL=6.0psf; Category II; Exp C; endosed; MWFRS gable end and C-C
Exterior(2) zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip
DOL=1.33. This truss is designed for C-C for members and forces, and tor
MWFRS for reactions specified.
4) TCll: ASCE 7-02; Pg=45.0 pst (ground snow); Ps=31.5 pst (root snow),
Category II; Exp C; Partially Exp.; Ct= 1
5) Roof design snow load has been reduced to account for slope.
6) Unbalanced snow loads have been considered for this design.
7) This truss has been designed as per IBC Sect. 1605.3.1.1 Load reduction,
for multiple live loads.
8) All plates are MT20 plates unless otherwise indicated.
9) See BEH18 DETAILS for plate placement.
10) Provisions must be made to prevent lateral movement of hinged member(s)
during transportation.
11) All additional member connections shall be provided by others for forces as
indicated.
12) Provide mechanical connection (by others) of truss to bearing plate capable
of withstanding 254 Ib uplift at joint 1 and 329 Ib uplift at joint 7.
13) This truss is designed in accordance with the 2003 International Building
Code section 2306.1 and referenced standard ANSlfTPI1.
14) This truss has been designed to meet the 20031BC Section
2308.10.7.1 ;2003 IRCR802.10.2.
15) Take precaution to keep the chords in plane, any bending or twisting of the
hinge plate must be repaired before the building is put into service.
16) This truss has been designed to meet 2002 BCNYS sec 2303.4 (Building
Code of New York State)
17) This truss has been designed to meet 2002 RCNYS R802.10.2
(Residential Code of New York State)
-1203/1777
= 0/331
-1597/1038
A WARNING w Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLlNE RD, NE €>:
PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, M1495051J
This design is based only upon parameters shown, and is for an ind"lVidual buDding component to be installed and loaded vertically. Aoplicability of design parameters
and proper incorporation of component is responsibility of building designer - nol truss desiQfler. Bracing shown is for lateral support of individual web members only.
Additional temporary bracing to insure stability during construction is the responsibAity of the erector. Additional permanent bracing of the overall structure is the
responsibility.of the b~in~ designer. For gene~' guidance regarding ~brication,Quauty control, storage, delivery, erection and bracing, COtlsl1lt QST -88 Quality Standard,
DSB-89 BraCJflg Specification, and HIB-91 Handling Instaffing and Bracrng Recommendatioo avaUable from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719
______ J;~~p.!;!!l\MitekSUPO\temolates\11x17tem~ C) copyriQht 2004 by: Universal Forest Products. Inc.
.~
tc,A
-JObe- -
Truss-- - ----~- -
---------!fruss Type -.------~-,----,-,-
30978
HM614301
[HINGED MONO
,
r-----------------
To the bast of my knowl00g9. be~ef and professional
judgmsl1t . . . ^ (FM' 1\ nlon h'-'-'
1 Thic Factor\! M,~nuf3-;~;"Jr0{} r.lom~; k.n, F,,,...l I ,~
~~1~~:.~'C::; ~'c':' ~:;;;-;8;:?~;~t~~;~~":;::;~;~:1,~'~7 _ ner
'C:',r ; ':.;;;:.,.., '>;'-;',y I'Jl, lJJhic-11 h~8 not b-u-:sn modlfu!:d to any man
,_-,.,);f-;:~,-",.1; \,.' ,~, - . ..............._,.;..,'.'_.~<
..---,; ~~ln FMj-l o!~n has been
2" the ", 0' -',,!'':>, ,i~.;0',._:,~;i,iili~._. ,', .' _'
p'::::~(::7~;,! . .' _'" ._-, ',,,, c ,..-tPr\,
t.;Q'''' y....,~:,. :'-r,,:r'.ri'10G;'~&-;Jrv~on c....IT$U'Uvw..,rrl
j.....,~"t' VI' ..- ......"c:....
Code ($"B t%t.3Ct18fi M.E,C, ch0Ck)
-~iY-----TPiy-----IAViS'H6MES ----
, ' I
j 1 i 04T-A-276-5M-200HH
~ I Desiqner: JES
5-9-05
6.200 s Feb 21 2005 MiTek Industries, Inc.
".."nll.II"" "",1111''''"11/
.........'\''-<e. OF 0'11",-,- ",..."\,,,, Of MAn"'",
~"''''..ct:''.-.-.-... 'ft/~'" ~"'.t~ ......F....7r/ ~
$0".... ...:O~ $b.'..~ '<N. 11~~.~"9~
.l' .' '. ~ $/..."'':''~.'t;..~~
$ .. .. ~ ;:0"'.~ '?..()~
~. KEVIN "'...::.~ "'J,;. ';:.
i*: ~* =: : ~ :.
. W . == '" . =
s t FREEMAN i ~~~. }fl:j
::.-o~ E-65329 :t:l::::: ~-:l!o" :/#$
.......n.. "'W::: '- . . ':'V S
-;''B'''. "9i'\.. /.Q ."'j~;: ~ ~"''' !\fa 256~'\ ."'.,~$
... . ~^ a~ "'.:5::</;:> ~ ......f'\.. - ..'" r...' ~....
~~... ~/ST~':",...~-~ ~".I: u8,.........~~~'-....:>
"'-C:;s.C\;........;..N.0."...~ """ ONAL \,......,...
""ll.u/ONA\..~~~" ",,,, ",,'
l"I'~'t\'
~ .........
~~Ol'lWE4(~_
~ 0 ~ REGISTERED 1- o\.
to ROFESSIONAl "'}.
KEVIN W. FREEMAN ~
\: ENGINEER
V PE-lI5454H ,~
~,'l1UII""", ,.. 4t A ~ l' ~
,,~ OF Vl=4"", ~S y L ~
~"~<i;-"~"iW"'f?c:-.. :t.flfM",
$~'r(:.~ . ~..':IJ,.\ "'\\......~SLEY ;'lllt
1C1;):~ ~..:-A\. ",,,...\.:~...........~~,~,.
S :/.ij 'J7~ '= ~~....r...\STEh....~~
...*~x NO,8024 %:*=$~..<V~ q$'..--7"';.
; : STRUCTURAL I: is~l ~ 0 ....~\
~~.. :rr:l= : ~ :: No.
'\'0\ <." ~Q ..~/5: 14691 :
";,,,,~....!;ENS~"'.~'I' 'i-;~. .~f5j
",,;;.s/ONA~'C.~,\'~~ \O"'~~TE O'<~'f"."'ltJf
\\","11111"'/1, '1"1"",,11\""\\\ '\;~"'..~" Vlf\G~..",&~~
~\~~\-,: SLEY ;!.'" ''',OS'.si........"r.~ ,,~
~~':. ...\'v......... I""'L<\ ;"J;. ;\\\,........"It", ""'",ONA\.- ~",\"\:
$ ~~.. ~e.O E ..:.TL-. ~ :.....~~\ f CONtv. #1"...1. l'n....,,'\
~~."\t. J\t^.'~~ ~~~O..".""..~O"~
~~..~ . ~/..';;'~ ~f\.v....~ FJ:f. .../':.~
::~:" 1"..~~ ~~","..~ . ~~"'.'6\.
::,..- 0'#~ -1"-17~ !:i""s.$1-"c;.~
=~:lJJ AGRICU URE en: Z=S&:l:llJ ~"A~
=-...a: :tI. ::::: :~ %~ ::
- - (. -*.. .*=
S: :;!: :i
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'\'"VX..? 001010~,,-;~t:5-'.1 '~~.!.CENS~."'.~"/
"';',~' 6.........~~~~,~ ."",,,~/O.;;AY..:~~'...'~~
""" F TE~ ~\\\... 'II"UIIII"''''''''
~III"JlJ1''''\\
Mon May 0915:55:032005 Page 2 of
~",""II"""
~......,,\\, Of Kf.N 111"",-
~......""<:..-...............,.u ~
~ b.. .- '. r\ ~
~,,' .-- ..........c.. ~
$ .... ....-/~~
~ 0, KEVIN W, ". ..
~ . [ FREEMAN i - -
s-o~ PE22214 !!:CS
.. """ . . ,,~ ...
-::. JI'!'" "'1~-!::
~O.( Q'~~
~ :;(0..... /CrNS~ /,,,",!:,
~ <<:l', C ............. ~
~I: i$'lS..............~'\J'~...
""" IONA\.. ~ ",......
'II, ",
'I""IUI1""
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$ 0 ....~E.SSlO.....~,-:;.
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: ; 026074 ; ~
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,,1",...'\fGl"€ ..~. ~~
# '? ". 1" ,,'" '"
", 'Ai .........G.?' ......
,,'V lA. F""...."
"" 'v. "\\\
'I' \"
KEVIN W. FREEMAN
m 7445
~
REGISTERED
PROFESSIONAL ENGINEER
CIVIL
. u .. ..~i".~
.... 'tl E.AL T H O~--....
.. O~ "lL-<'"
.~ '" .
l~ \..
.0 ~\
. (J ",.
i KEVIN W. FREEMAN :
: No. 034518 :
- .
--<\ ~.
\ ~O fqlq"./
.. ~~ :..""',;1'
...,,:8/0NAL ~~~..
.............
A WARNING - Ve~ify design parameters and READ NOTES un~~,~- , ~,Inc. 2801 EAST BEL TUNE RD, NIJE . €Ji
a. PHONE (616)- . '6 L AX (616)-365-0060 GRAND RAPIDS, M149505 I
This design is based only upon parameters shown, and is for an individual building component to be installed and loaded verticalJy. Applicability of design parameters . I
and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. , I
Additional temporary bracing to insure stabiHty during oonstruction is the responsibility of the erector. Additional permanent bfacing of the overall structure is the . I
responsibility of the building designer. For general guidance regarding fabrication,quality control, storage, deltvery, erection and bracing. consult aST -88 Quality Standard, \'
DSB-89 Bracing Specification, and HIB.91 Handling Installing and Bracing Recommendation avaliable from Truss Plate Institute. 5B3 D'Onofrio Drive, Madison. WI 53719 .;
J:\su port\MilekSupp\temoICltes\11lt17temoIClte.lpe n coovricIht 2004 by; Universal Forest Products, Inc. --1 /'"' B
\ (c) \
!
NOTE:
NEW YORK LOAD DATA: TABLE IV - 902
(1) FIXTURE LOAD UNITS LESS THAN 20 REQUIRE 3/4" DIA. FRESH WATER SUPPLY LINES.
(2) FIXTURE LOAD UNITS GREATER THAN 20 REOUIRE 1" OrA. FRESH WATER SUPPLY LINES.
@>
@i
@: @> e
' ..
, -,
)//~ : /~/~ :
/@~ '
@//~ :@ ~b
~~~ " ,=>~
~/~ ""'@: ....:
@(//~ :! @ 'e @
: @::
@i i~@
i : c=J0
,12 '@
wi 118@: ~'" @
'l@
8 i @
NOTE:
(I) ALL SCHEMATICS ARE FOR SINGLE-FAWLY RESIDENCES
ONLY. MULTI-FAMILY RES. TO HAVE INDEPENDENT SUPPLY &
DRAIN SYSTEt.lS WI ISOLATION VALVES ON SUPPLY PIPING.
(2) PROVIDE CLEANOUTS IN DRAINAGE PIPING WHEn
THERE ARE (2) OR MORE 90. ELBOWS IN THE BRANCH
LINE (OR AS SHOWN) (N.Y.S. COOE - PART 9.03.106)
e
,
,
,
!@
~ !@
@.....' ,
"~" i
",,, 2" '@ce.,
~: I.!.:J~" ~
wi 0) liS' '::><~
@ /':3/ 11 i@
:r.;;;-,W/18
~
NOT[; CPVC FRESH WAT[R S\JPP!.YPIP[ AS ALTIN
STAlFS AS AlLO\\E:O BV COO[
@
@
@
@. ~
" -
:~:~@
Co;\'~"
~: "'~~
i ~-~~~
:@(
, ,
i i@
, ,
, ,
! '
@j
~/~@
- ,
,
,
,
!@
,
,
e
@
11/2"
@
wi SHWR
(2)
@
e
e
@
@
TYPICAL RANCH PLUMBING DRAIN
DRAIN
_mnnmmm = VENT
i
I
,
I
,
L_.__________
~
o e
c::> @
e
@@
I~ 1/2.C(l,(PRESS~
I flTTING CD
~ 5
"' ~'?-- 1/2" II ELL
/,,0 -<T II
/(1)/ ",I S // I', YJ
1 / ,
/ ,
/ ,
/ ,
SIillT.(A' VALl{
/1/2-Tl'PEY
CCPPER
1/2.CQ,lPRESS
mnNG
5/~. II ElL
/
/
--;( T& P
~
(lPTI()lAlLOCAnON CRA'M. SPACE
1/2. II IEE- rl,looa.S-INBASEl,lENTOTHrRWlSE
I
3/.. II TrE ...... I
-r-O'*'--'?-- ......................., , :
(,\1~\S 1/2.9 TEE ", II
V '~ 3/.. II 1[E
CD '" ') I
O. ////?:i i>-w'~n
",'" f.---l Ol,lAlNINLET
...-l/'" I I
"'''''''........ J/~.~ELL 1 I
I '" 1/2- ~ ELL
J/
HOT WATER HEATER OPTIONAL IN ALL UNITS
BUILllERjOEAtER
RESPONSIBLE BELOW
FLOO'lP(NETRATIONS
1/2. a lU
1/2"CCNPR[S$-h
FIT1IIIG ~ '"
I / I'
k"'"' 1/2" ~EU
ALL ELBOWS/TEES 1/2" OR 3/4" COPPER
ALL PLUMBING FIXTUReS TO HAVE iNDiVIDUAL
SHUT -OFF VALVES
TYPICAL RANCH PLUMBING SUPPLY
x
w
o
z
(j)
~
o
rn
:2
>-
(j)
I~
*
o
o
1
2
3.
4.
5.
6.
7.
8.
9.
10
1'-
12.
13-
14.
15.
16.
17.
18.
19.
20.
21
22.
23.
24.
25.
26.
27.
28.
29.
30.
3'-
32.
33.
34.
35.
36.
37.
38.
39.
40.
4'-
42.
43.
44.
45.
46.
47
48
49.
50
51
52.
53.
54.
55
56.
TUB
WHIRLPOOL TUB
LAUNDRY TUB
VANITY
KITCHEN SINK
GARBAGE DISPOSAL
DISHWASHER (OPT)
CONTINUOUS WASTE
TOILET
SHOWER
WASHER BOX
1~" DRAIN
2" DRAIN
3" DRAIN
1r VENT
2" VENT
3" VENT
1 r TO 2" BUSHING
1~" TO 3" BUSHING
2" TO 3" BUSHING
P- TRAP
VENT CAP
2", 2", 1 r, H" DOUBLE TEE
1 r SANI- TEE
2" SANI- TEE
3" SANI- TEE
)"x 3"x 1 r SANI- TEE
3"x 3"x 2" SANI- TEE
2", 2", 1r SANI- TEE
3" DOUBLE ELL
1~" 22~' STREET-ELL
2" 22~. STREET-ELL
3" 22~. STREET-ELL
1~" 4S' STREET-ELL
2" 45. STREET-ELL
3" 45. STREET -ELL
11" 45' ELL
2" 45. ELL
3" 4S. ELL
1r 90' STREET-ELL
2" 90. STREET -ELL
3" 90' STREET-ELL
1~" 90. ELL (LONG SWEEP)
2" 90. ELL (LONG SWEEP)
3" 90. ELL (LONG SWEEP)
3" 90. ELL
3" DOUBLE WYE
1%" WYE
2" WYE
3" WYE
2"x 2"x 1r WYE
)"x 3"x 1%" WYE
3"x 3"x 2" WYE
1 r CLEANour
2" CLEAN OUT
3" CLEANOUT
BUILDER INFORMATION
Toth&
Jt.Idgmem
1. Thl~ FiL
.~Sf}n ap;-w
;,).f$Vk~'lJ1t.,r ,
,.'-~nD:;t;;;:~i(".:n
of my knoWledge, belief and proms onal
~rlf :Vf;;<;~ !'~-_"'''''' ,,^.J . I
'~._;.J ~:.~.. ,.",.,.dst';"..! HI)~)(:! (FMH) pl?Jj as
.r::c::c('; ;;yB~:~'~~~~:~;~::~~. ~IS~~
'J"(j i,,':;("'!':n7' hUh"!!...... .....t"'..('II,~,ntt;Jf _~
. .. - '- '~..,:,- -, )~~\" ... -\1; 4-
,\~. ".,~.." v , ,;;;n;iiVlC1:UiS'{'-'s I.lf .~'LA.,..,......
}-~.'. _ ,.'"~ \~!J...:c,.., '" 1"1 ""''''-'''''''1
.........~'....,._""._'i'n;1 f1.3S: net br.<;n m f1t.:rd in My mannsr
1[:;) tr: ..,
;'-;.~:\1):?'1-;';",~,.
,\l{>.'N '/(;1' i; ; ;,_.
COde (S6:i ~
.~'~'
;*'...;---~ - .
vv, ,8ll uctro-,~
,," ,: he .r;!
".'-,v. C{~t; .,::)
"To the best 01 my knowledge. belief ond professionol
jJdgement
LThis Factory ~onufoctured Home (F~H) plan hos
been oppro~ed from 0 sy.stem set of FMH pions
p(e~iously opproved by DHCR, Application No. 1.10497
Manufocturers,fM0497-96-013,Exp_dote~
which has not been modified in ony manner.
Interior finish, interior lIoor finish, eledricolconduit
electrical wire insulolion. pipe, duct ond thermol
insulotion used in lhisbuildinghovebeen tested in
occord(Jnce with the combustion toxicity test
method prescribed in Section 1120.2, and 0 report
of such lest has beeh med with the Deportment of
5toteinoccordoncewithSection1120.Joflhecode.
~~\\\\\IIl\\II!II!IIIII/J11I1
~\...,~ OF NEW iWIllq,
.,,4~~~~ y~
~{c-"- ..' - -- ,-:,-~ J. 'S>-1-"
l~-.~'1}'. -~- ,1\,
,F, -
.If,. '<
"', (~'
FIELD CONNECT HERE @ ACCESS PANEL
IN FLOOR OR CEILING. BUILDER MAY BREAK
PIPE LOOSE IN 1 ST FLOOR WALL TO MOVE PIPE
UP OR OOWN TO ALIGN PLUMBING FITTINGS.
DRAFT STOPPING INTEGRITY MUST BE MAINTAINED.
BUILDER TO FILL TR AP \\1 TH A
NON-EVAPORATIVE SUBSTANCE
VENT INCREASER THRU ROOF
3" OIA. 12" ABOVE AND BELOW ROOF
DRAiN
VENT
1/2" OIA. COMPRESSION FIG
COPPER WATER SUPPLY
.---------.--,=____8~:#.S,-~~~I:IG : STO'-if
M AVIs AMERICA"
LL\ \AMFmCAS Ibm BUIlDER
A Division of Excel Homes Inc.
HENRY ST.
AVIS, PA. 17721
(570) 753-3700
f-\VIS iviCuULAK S.y'S It:ivlS
ALL MODELS
PLUMBING SHEET
1-STORY ISI-fEnNO~
J~7E lO.2S-SJ: 8A ~
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TUB
WHIRLPOOL TUB
LAUNDRY TUB
VANITY
KITCHEN SINK
GARBAGE DISPOSAL
DISHWASHER (OPT)
CONTINUOUS WASTE
TOILET
SHOWER
WASHER BOX
1 %" DRAIN
2" DRAIN
3" DRAIN
1%" VENT
2" VENT
J' VENT
l.r TO 2" BUSHING
lr TO 3" BUSHING
2" TO J' BUSHING
P- TRAP
VENT CAP
2"x 2"x l%"x 1%" DOUBLE TEE
1 r SANI~ TEE
2" SANI- TEE
3" SANI- TEE
J"x J"x 1%" SANJ- TEE
3", J', 2" SANI- TEE
t'x t'x lr SAN1- TEE
3" DOUBLE ELL
lr 22{" STREET-ELL
2" 2n' STREET-ELL
J' 22,' STREET-ELL
1%" 45. STREET-ELL
2" 45' STREET-ELL
J' 45' STREET-ELL
1%" 45' ELL
t' 45' ELL
J' 45' ELL
1'" 90' STREET-ELL
2" 90' STREET-ELL
3" 90' STREET -ELL
1," 90' ELL (LONG SWEEP)
2" 90' ELL (LONG SWEEP)
J' 90' ELL (LONG SWEEP)
3" 90' ELL
3" DOUBLE WYE
1!( WYE
t' WYE
3" WYE
2"x t'x l!( WYE
3"x 3"x 1%" WYE
3"x 3"x 2" WYE
P( CLEANOUT
2" CLEAN OUT
3" CLEANOUT
1.
2
3.
4.
5.
6.
7
8.
9.
10.
11
12.
13.
14.
15.
16.
17.
18.
19
20
21.
22.
21
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38
39.
40.
41.
42.
43-
44.
45.
46.
47.
48.
49.
50.
51.
52.
53.
54.
55
56
To Iha best of
iudgmsnt
1. TMls f:;.,;.~~tr;!~
y knowledge, belief and professio
f\f!.;.Yluh::;:::w\')d HornE: (FMH) pl'!fl h
-IT-:-,:-." j B~'stG'm ;iC~' (}f Fi,,,;H pk:ns
GV-zct hy f;JV fE~~te D8P;?1t\y!~,;rt of S
\~O,'41i'-O'?'''07:3 M.Si!':-UtWt:.1i&IS No.
i-:~:~; not ~)~~'n mod
,:~r,>e;;
. ;(
. 7
od in 6f1Y mann.,
(~
,
1-;,2~B b-5fm
o
,'\'~::.il :,i3.):'G{;.2_
C;;,:eivslion Conairucilom
hsd M,E.C, check)
"
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-To the best of my knowledgc. belief and professional
judgement
l.This Factory Manufactured Home (FMH) pIon h05
been approved from (] system set of FUH pions
previously approved by DHCR, Application No. M0497
Manufacturers IM0497-96-013, Exp_ dole_
.....hich has not been modified in onymonner.
e
@
e
0)
e
Inlerior flrlish. interior noor finish,electricol conduit
electrical wire insulation, pipe. duct ond thermo!
insulation used in this building hove been tesledin
accordance with the combustion toxicity test
method prescribed in Section 1120.2. ond 0 report
of such test has beeh filed with the Deportment of
Stote in accordance with Section 1120.3 of the code.
LOCAl. SAIIlIA~Y
~~
@J
e
TYPICAL TWO-STORY DRAIN AND VENT
~
~
(1)
Q
,
c
All ELBOWS!1EES 1/2" OR 3/4" COPPER
ALL PLU/,18INGFIXTURES TOHAV[INDIVlDUAL
SHUf-OFFVAlVES
(4) 0
r1 ~'!rcouPll!:S:S
l( ./ l) nTllltl;
~I!r'J!'-IlEIlUC(ll
L:~':~~
,
I
,
,
I
,
,
./././)
/
/
/
/
/
/
C!Jf
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,~'90;:- ~'" ~"""",
'~IIt/JI!II:III\I\I\\\\\\\\\~
PLANS CERTIFIED W CCJt.APL Y Wlrn ALL APPLICABLE
COOES AND REGULA llONS (SEE COVER SHEET IN
a.A. MANUAL FOR APPROVED STATES &: APPLICABLE
BUILDING CODES ON PAGE # .10.1
ese plolls ore the exclusive property of AvisAmerico
A division of Excel Homes tllC. liverpool, Po
Rep<<>Ouclion of "" ".- O"y P~I"'" 01 t~i. pIon .il~.,.l l~. .'P''''''
.ill... con....1l of A..............ca " Prollbited. AIl..igI>t...-es-erYOd.
'n'~
"~,
BUILDER INFORMATION
~
FIELD CONNECT HERE @ ACCESS PANEL
IN FLOOR OR CEILING. BUILDER MAY BREAK
PIPE LOOSE IN 1 ST FLOOR WALL TO MOVE PIPE
UP OR DOWN TO ALIGN PLUMBING FITTINGS.
DRAFT STOPPING INTEGRITY MUST BE MAINTAINED
BUILDER TO FILL TRAP \11TH A
NON-EVAPORATIVE SUBSTANCE
,
,
I
,
,
,
,
,
/)
/
/
/
/
/
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'/T'l!'-
~
'n-COOIPIl[SS
nI,",C
*
l!'-1YPI;Y
,-
M. AVIs AMERICA"
~ \ AMEiuCA'S Ibm BUIJ..DER
A Divi.8ion of Excel Homes Inf!.
HENRY ST.
AVIS, PA. 17721
(570) 753-3700
Ii AV':, MOOULAR SYSTEMS '[
ALL MODELS I
i ",;".: PLUMBING SHEET II
il'~:'2';;';i 2 STORY tEe'" II
i : - I I
JI 1_ 0,,':: 1'C-2'O-g:!! 88..
~CHEMATICS ARE FOR SINGLE-FAt.lILY RESIDENCES
ONLY. MULTI-FAMILY RES. TO HAVE IN[)[PENDENT SUPPLY &
DRAIN SYSTn,IS W/ISOlATION VALVES ON SUPPLY PIPING
PROVIDE QEANOUTS IN DRAINAGE PIPING 'M-lED
THERE ARE (2) OR MORE 90' ELBOWS IN THE BRANCH
LINE (OR AS SHOWN) (N YS CODE. PART 9.03106)
""n ~~~'-''''"~'.">> ''''.'. "....,. ~,I I'
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VENT INCREASER THRU ROOF
}" DIA 12" ABOVE AND BELOW ROOF
J/"""'"
,~.
."-.,/
U~AIN
I....-J/..ENlRV5>OJT.orr
VENT
TYPICAL 2-STOAY WATER SUPPLY
~
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KEY
NOM.
SIZE
A
B
c
c
2868
c
3068
c
3068
D
2868
DO
5468
E
2668
EE
506B
F
2068
FF
4068
G
1668
GG
3068
H
2668
HH
506B
2068
4068
J
3068
K
3068
l
3068
TYPE
3068
CS210
INSUl. CORE
2B68
CS206
INSUl. CORE
2B68
FIRE RAlED
SPLIT JAMB
FIRE RA lED
SlEEl JAMB
FIRE RA lED
SPLIT JAMB
FIRE RAlED
SlEEl JAMB
INT. PASSAGE
INT. DBl. DOOR
INT. PASSAGE
INT. DBL DOOR
INT. PASSAGE
INT. DBL DOOR
INT. PASSAGE
INT. DBl. DOOR
INT. BI-FOLD
INT. BI-FOLDS
INT. DBL DOOR
INTBI-FOLDS
C$210
SGL. SIDEUlE
CS210
DBl. SIDELITE
w/TRANSOM
INT. POCKET
ROUGH
OPENING
38 112"x82 1/2"
81 3/4" OUlSW. HGT.
34 1/28x82 112"
81 3/4" OUTSW. HGT.
35 lf2~xB2 1/2"
33 112"x82 1/2"
38 1/2"x82 1/2"
37 1/28x82 lIT
341/4"x821/2"
34 "2" (MARR. WAU)
67"x82112"
67 1/2" (MARR. WALL)
32 lJ4"x82 1/2"
32 1/2" (MARR. WALL)
63"x82112"
63 1/2" (MARR. WALL)
26 1/4"x82 112"
26 112" (MARR. WALL)
51"x82112"
51 1/2"' (MARR. WALL)
20 1/4"x82112"
20 1/2" (MARR. WALL)
39"xB2112"
39 112" (MARR. WALL)
32 lWx82 112"
32 1/2" (MARR. WALL)
62"x82 1/2"
62 1/4" (MARR. WALL)
261/4"x821/2"
26 112" (MARR. WALL)
SO"x821/2~
SO 1/4" (MARR. WALL)
53 1/Z'x82 1/2"
81 314" OUTSW. HGT.
68 1/2"x82 1/2'"
81 314" OUTSW. HGT.
68 1/2~x96~
73"xB41/2"
73 1/'Z' (MARR. WAll)
(37" OPPOSITE HALF)
MANUF.
TI-iERMA TRU
TI-iERMATRU
CHALLENGER
CHALLENGER
CHALLENGER
CHAlLENGER
TI-iERMA TRU
TI-iERMATRU
~LIGKT" "VENT"
5.1 17.33
1.7
19.26
3.4
19.26
19.26
30.7
29.2
"SF"
21.8
19.5
20.3
19.2
22.1
21.5
0.28
0.28
"U"
"sa. FT.~
0.14
0.28
63.75
0.14
0.14
0.14
0.14
21.25
42.5
KEY
AA
M
N
o
P
Q5
Q6
Q8
Q9
5
T
IT
U
6068
v
6068
W
506B
x
6068
Y
3068
YY
6068
z
6068
zz
6068
CC
6068
JJ
6068
NOM.
SIZE
TYPE
2668
INT. POCKET
2668
INT. POCKET
2068
INT. POCKET
5468
CS210
lHERMA-TRU
DBL ENTRY INSUL
2868
FRENCHWOOO SGO
FWG 6068
506B
EVEREST S.G.O.
6068
EVEREST $.G.O.
8068
EVEREST $.G.O.
906B
EVEREST S.G.O.
4068
INT. SLIDING
MIRRORED
6068
FWH 6068
SWING PAllO
6068
DOUBLE SWING PAllO
WOOOVIEW SGD
SWING PAllO
INT. SLIDING
INT. SLIDING
INT. PASSAGE
INT. DBL DOOR
M.W. S.G.D.
M.W. SWING PAllO
lHERMA TRU SWING
PAllO DOOR
lHERMA' DBL SWING
DOOR (NO SCREEN
AVAILABLE)
UNIT I.IIT.... oPTIONAL STEI~ COVERS
MR INF"ILTRATlOI\I TESTED AT COI/UN n I.IINDOWS. [FIot/sa FT- DoeRS
GIlADEfLOOR EGRESS WINDIlIo'IlNU(5.0S0FT.NET CL(AROPEN!NGl
SAfETY a..ASS TIl BE PROVIllED FDR 'JINDOI.IS IN HAlARDIlUS LOCATIONS (SAfETY
GLASS REOUIRED [N DOORS AND At.l TUB AND S....O\o'ER STAllS)
MAX 'U' VALUES FOR DOORS AND \o'INOO\o'S Hl BE IN ACCORDANCE TO PREV"ILlNG CODE
SKYLIGHTS fOR NY SHALL CONF"IlRM TO N.YS. BUILDlIiG CODE $ECHON 71iS7C ~ 719
SKYLl(,l-;TS FOR "LL QlHtR SI"T[$ TO CONFIRM TO PREVAILING CODE
OTHER DOORS I!. ....INDO....S ARE AVArLABLE or Eou!V1LANT SIZE I!. V"lJE
"N AIR [N'lLTRATION BARRIER SHALL BE INSTAl.LEn VKEREVEIl A V[NTlLATEJ
SlDING MATERIAL IS [NSTALLED OR THE SIllING INSTALLATION TECHNlOUE
NECESSITATES A LDaSE 'lTTING APPUCAT[ON (NYSl
ALL ~UCT ....0111( TO COMPLY ....ITH ,<,p" 90B-1993
SPACES foIEETlI<G MIl< HABITABLE SPACE REOU!RE"[NH <ijJ SO rT ~ -'-!S' !-liGH)
SHALL COMPLY VITH HABITABLE SPACE REQUIRE"ENT~. EG ~IGHT> \lENT "',,;:: EGRESS (NY S:
ROUGH
OPENING
65Rx84 1/2~
65 liZ' (MARR. WALL)
(33~ OPPOSITE HALF)
61"x841/2"
61 liZ' (MARR. WALL)
(31R OPPOSITE HALF)
49"x841/Z'
49 1/2" (MARR. WAUl
(25" OPPOSITE HALF)
67 1/4~x82 liZ'
x81 314 (OUTSWING)
72"x8O"
59 1/2~xaa'
711/2"x8O"
951/2"x80"
1061/2"x8O"
49 1/4"x82 1/2"
(83R ON VINYL)
50" W1DlH-MARRIAGE
49 1/4~x83~
sa' WIDlH-MARRIAGE
72"x8O"
7'Z'x8O"
711/2"x80 1/Z'
711/2"x80 112"
61 114"x83 1/2"
(83" ON VINYL)
62~ WIOlH-MARRIAGE
73 1/4Rx83 1/2"
(83" ON VINYL)
74" WIDTH-MARRIAGE
38 114"x82 1/2"
38 1/4~ WIOn+-MARRIAGE
75~x82 1/Z'
75 1/2'" MARRIAGE
71 3I4~x8O"
71 314~xaa'
75 1/2"x82 1/2"
75 1/4~x82 1/2"
NOTES
"
"
"
"'
"
"
"
~,
"
"
MANUF.
lHERMATRU
ANDER.
EVEREST
EVEREST
EVEREST
EVEREST
ANDER
ANDER.
MALTA
MALTA
MW
MW
lHRERMATRU
TI-iRERMATRU
21.92
21.92
30.78
25.34
23.78
21.92
19.56
19.56
"LIGHT' "VENl"
23.78
26.08
31.3
41.73
48.95
16.11
33.58
16.07
16.38
14.7
16.11
19.26
38.52
33.8
To the bes
IV(Jllment t of my know",^,__
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",,,,,':);:01., ~~." /'tUrn il iljlSt.:>;1) me (FMH) Pktn 1.__
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385 014 . '......\.,:, C.'J..~~,.i
.. --j .
"
14.72
40
0.33
297.25
13.24
33.1
0.39
15.89
40
0.39
391.25
21.19
53.1
0.39
23.84
59.2
0.39
10
0.33
274
10
0.33
40
0.39
384.75
40
0.39
316.75
39.9
0.38
297.25
39.9
0.38
274
43.2
0.39
244.5
43.1
0.39
244.5
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