HomeMy WebLinkAbout44819-Z Town of Southold 4/30/2021
P.O.Box 1179
o-
o �� 53095 Main Rd
4,- �ao�,r' Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41955 Date: 4/17/2021
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 150 Blossom Ln., Southold
SCTM#: 473889 Sec/Block/Lot: 69.-3-10.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/13/2020 pursuant to which Building Permit No. 44819 dated 5/29/2020
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 with unfinished basement, covered porch and four seasons sunroom as applied for. (Modular)
The certificate is issued to Mc Kay, Scott&Linda
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0056 3/17/2021
ELECTRICAL CERTIFICATE NO. 44819 3/30/2021
PLUMBERS CERTIFICATION DATED 12/29/2020 ("*\ Nke B u g d i
t o z d Signature
���S�yFFpl�.cTOWN OF SOUTHOLD
D
A BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
• SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 44819 Date: 5/29/2020
Permission is hereby granted to:
Scott Jr, Robert
225 Critten Ln
Southold, NY 11971
To: construct a new single family dwelling as applied for per SCHD approval.
At premises located at:
150 Blossom Ln., Southold
SCTM #473889
Sec/Block/Lot# 69.-3-10.3
Pursuant to application dated 2/13/2020 and approved by the Building Inspector.
To expire on 11/28/2021.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,160.00
CO-NEW DWELLING $50.00
$2,210.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. o� w
New Construction: Old or Pre-existing Building: (check one)
Location of Property: O lO bwL L,F1.�lL oy V-16'b AGE'
House No. Street Hamlet
Owner or Owners of Property: G��p�+ ,� /L dA ✓�
Suffolk County Tax Map No 1000, Section C� Block Lot
10 's
Subdivision L�Q Filed Map. Lot:
Permit No. 4 U I Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval-
Request for: Temporary Certificate, Final Certificate: (check one)
Fee Submitted: $
plicant Signature
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 sean.deviinCcD-town.southold.ny.us
Southold,NY 11971-0959 ® �®
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Scott McKay
Address: 150 Blossom Ln city,Southold st: NY zip: 11971
Building Permit# 44819 section: 1 69 Block- 3 Lot: 10.3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA. Anything Electric License No: 5220ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey IX I Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 1 Ceding Fixtures 9 Bath Exhaust Fan
Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 5 4'LED Exit Fixtures Pump
Other Equipment:
Notes: Modular- Basement/AC's / Panel Wiring
Inspector Signature: Date: March 30, 2021
S.Devlin-Cert Electrical Compliance Form.xls
a
.moo to
Town Hall AnnexTelephone(631)-765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G.
Southold,NY 11971-0959 Q y
BUILDING DEPARTMENT
TOWN OF SOUTHOLD f_a :.� _:_=I..:,`a�� `x` f W t ;-••pp
_ 2021
CERTIFICATLON
Date: I D
Building Permit No.
Owner:
(Please rint)
Plumber:/-('Al
(Pf@hse print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this o
day of P'I 20
BARBARA H.TANDY
Notary Public, State Of New York
h{ . No. 01TA6086001
J Qualified In Suffolk County
Commission Expires 01/13/20 a3
Notary Public, S� I� County.
i
i
#SOF SO(/T�,o#
qq G Q TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
'INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: -
DATE �� �`� �o INSPECTOR
`� O��Of 50UTy�
f TOWN OFSOUTHOLD BUILDING DEPT.
��Y�OUN(V,N 765-1802
"INSPECTION
[ /Ffi NDATION 1ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] P C/O
S�
REMARKS:
DATE �� `� INSPECTOR `
l OE 50U -- - -— — -
/�
# # TOWN OF SOUTHOLD BUILDING DEPT.
�0 • i0
`ycourm��' 765-1802
INSPECTION
=
[ ] FOUNDATION 1ST- . [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ]. INSULATION/CAULKING
[V FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [- ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: Vo�
CC _-
all% AMA ilk
�-(Lon /7
:1
DATE 10 INSPECTOR
---
# # TOWN OF SOUTHOLD BUILDING DEPT.
O`y�ou�m 765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATIOWCAULKING
[
] .FRAMING/STRAPPING [ FINAL JL/JD (b VfA-V .
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: ► Nwt� 9P�
DATEv651 �o 74 INSPECTOR
OE SO(/lyO � � � �� ��V ��'�S�rJ✓�I �^/�
# # TOWN OF SOUTHOLD BUILDING DEPT.
°�yrouKn ''� 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ]" ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION "
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS: G
DATE 2� INSPECTOR �---
{
l�
N -p 2029
C' P0t' p
Affidavit of 2015 IECC Compliance Date: 3/26/2021
Inspection Address: 150 Blossom Lane , Southold NY
This is to certify that on 03/16/2021 the above address has been tested in accordance with
the provisions of the 2015 IECC as amended by the 2016 New York State Supplement.
402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance
with RESNET/ICC 380 and meets the minimum standard of: 3ACH50
Conditioned Floor Area: 2492 Blower Door Test 1161
Conditioned Volume: 123294 Leakage in ACH501 r 2.9
402.4.1.2 2015 IECC Compliance I PASS
403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenu system has been tested by post
construction test in test accordance with Appendix A of National Home Energy Rating Technical Guidelines and
ASHRAE 152, meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area.
System 1:Bsmt Leakage CFM@25: 56 Supply R-value: 8 Return R-value 6
System 2:Attic Leakage CFM@25: 29 Supply R-value: 8 Return R-value s
System 3: Leakage CFM@25: Supply R-value: Return R-value
Total Combined Leakage: 185 CFM@25 I Leakage Limit: 199.6 CFM@25
**** EXCEPTION-All ductwork and air handler are located within the building thermal envelope****
403.3.3.2 2015 IECC Compliance: I PASS
Mechanical Ventilation:
As Tested: 1 101 timed Required: 55 1 M1507 Compliance PASS
Combustion Safety Testing: I PASS I See Attached Report
Insulation and Thermal Bypass: Modular-Factory Certified
Signature of Certified RESNET HERS Rater: HERS QA Provider:
Performance Systems Development
��. 124 Brindley Street, Ithaca NY 14850
Provider ID#1998-072
om Baccarella Certification#3587347 607-277-6240
Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors
(Raters) are not znd shall not be owned, controlled by, or have shared financial interest with the owner of the project,the General Contractor,the
subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent
third-party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional
activities.
159 Route 25A, Bldg. 1,Suite B Miller Place, NY 11764
Telephone: (631)495-0289 Fax: (631)509-4538 Email: Info@NYBTG.com
New York Building Technology Group
159 Rt.25A,Bldg.1 Suite B
NEW YORK : � » �SU HNOLO G Miller Place,NY 11953
c n n o o c v
ROUP Tel.(631)495-0289 Fax(631)389-2808
G
Combustion Safety Testing Form
Certified Home Address: 150 Blossom Lane City: Southold
Multi-Unit Bldg ID: Multi-Unit Unit ID:
Builder Name: 1570639976 Builder Tracking#:
Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Unc Basement
(Use additional forms if more than one CAZ or rf home has multiple heating systems or water heaters)
Date of Test: 03/16/2021 Outdoors Temp During Test: 55 OF
CAZ Depressurization Note:Net Change=Test Pressure-Base Pressure)
Base Pressure: na pa. CAZ Ambient CO: 0 PPM
Test Pressure: na pa. Appliances/Fireplace Simulated for Test?Yes No X
Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes)
NOTES:
eating System Primary_Yes x No Type:Furnace x Boiler Heat Pump Other
Efficiency) Fue/Typez Venting Type1 Draft Spillage Spillage CO CO
Pascal (Worst Case (Natural) orvt Case (Natural)
Rating: AFUE N PX O E N V M X S na Pa. Pass X Fail Pass X Fail na PPM na PPM
Primary_Yes x Type:Standard Tank_Indirect x Tankless_ Size:so Style4 Common Vent El
Water Heater No Instantaneous Commercial (See Note 5 below (Gallons)_ _ _ ) ) Stand Alone O
s Venting Type3 Draft Spillage Spillage CO CO
Efficiency Fuel Type1
(Pascal) (Worst Case) at—l) ors Case atural
EF: 720% N PX O E N M SX N/A Pa Pass X Fail Pass X Fad N/A PPM N/A PPM
Oven Oven is Electric or No Oven Exists El Oven Range Hood Vented to Outside Yes_ No
Oven CO 87 PPM Ambient CO(During Oven CO Testing) 0 PPM
IHeating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump,COP if heat pump is geothermal
ZFuel Type: N=Natural Gas P=Propane O=Oil E=Electric
3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper
M=Mechanically Assisted S=Sealed(Two Pipe)
NOTE: If the Venting Type selected is M,no Draft test is required for that appliance
If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance
A CO test IS REQUIRED for all appliances regfardless of Venting Type,if the exhaust vent is accessible
4Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned)
SWater Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required
If Water Heater Type is Tankless,enter efficiency of combustion source.
NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54
If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48
Rater Name: Tom Baccarella Rater Number: 3587347
Rater Signature: Date: Mar 26, 2021
1h brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011
V U; P
Affidavit of 2015 IECC Compliance Date: 3/26/2021
Inspection Address: 150 Blossom Lane , Southold NY
This is to certify that on 03/16/2021 the above address has been tested in accordance with
the provisions of the 2015 IECC as amended by the 2016 New York State Supplement.
402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance
with RESNET/ICC 380 and meets the minimum standard of: 3ACH50
Conditioned Floor Area: 2492 Blower Door Test 1161
Conditioned Volume: 23294 Leakage in ACH50: 12.9
402.4.1.2 2015 IECC Compliance I PASS
403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenum system has been tested by post
construction test in test accordance with Appendix A of National Home Energy Rating Technical Guidelines and
ASHRAE 152, meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area.
System 1:Bsmt Leakage CFM@25: 56 Supply R-value: s Return R-value 6
System 2:Attic Leakage CFM@25: 29 Supply R-value: s Return R-value 8
System 3: Leakage CFM@25: Supply R-value: Return R-value
Total Combined Leakage: 185 CFM@25 I Leakage Limit: 199.6 CFM@25
**** EXCEPTION-All ductwork and air handler are located within the building thermal envelope****
403.3.3.2 2015 IECC Compliance: I PASS
Mechanical Ventilation:
As Tested: 1 101 timed Required: 55 1 M1507 Compliance PASS
Combustion Safety Testing: I PASS I See Attached Report
Insulation and Thermal Bypass: Modular-Factory Certified
Signature of Certified RESNET HERS Rater: HERS QA Provider:
Performance Systems Development
124 Brindley Street, Ithaca NY 14850
Provider ID#1998-072
aT'55_Ba'cci_reIla Certification#3587347 607-277-6240
Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors
(Raters)are not and shall not be owned, controlled by, or have shared financial interest with the owner of the project,the General Contractor,the
subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent
third-party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional
activities.
159 Route 25A, Bldg. 1,Suite B Miller Place, NY 11764
Telephone: (631)495-0289 Fax: (631)509-4538 Email: Info@NYBTG.com
New York Building Technology Group
159 Rt.25A,Bldg. 1 Suite B
NEW YORK �� (TLRO.ING Miller Place,NY 11953
G c��n o:rr V
CxtlUP Tel.(631)495-0289 Fax(631)389-2808
Combustion Safety Testing Form
Certified Home Address: 150 Blossom Lane City: Southold
Multi-Unit Bldg ID: Multi-Unit Unit ID:
Builder Name: 1570639976 Builder Tracking#:
Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Unc Basement
(Use additional forms if more than one CAZ or f home has multiple heating systems or water heaters)
Date of Test: 03/16/2021 Outdoors Temp During Test: 55 OF
CAZ Depressurization Note:Net Change=Test Pressure-Base Pressure)
Base Pressure: na pa. CAZ Ambient CO: 0 PPM
Test Pressure: na pa. Appliances/Fireplace Simulated for Test?Yes No X
Net Change: 0 pa. If Yes,Total CFM Simulated (explain in notes)
NOTES:
eating System Primary_Yes x No Type:Furnace x Boiler Heat Pump Other
Efficiency-! Fuel 7ypeZ Venting Typg! Draft Spillage Spillage CO CO
(Pascal)(Qrcle T;499) (Worst Case atural orst Case (Natural)
Rating: AFUE N PX O E N V M X S na Pa. Pass X Fail Pass X Fail na PPM na PPM
Primary_Yes x Type:Standard Tank_Indirect x Tankless_ Size:5o Style4 Common Vent El
Water Heater No_ Instantaneous_Commercial_(see Note s below) (Gallons) Stand Alone P]
Efftci_el Icy! Fuel Typez Venting 7ype3 Draft Spillage Spillage CO
!20-
10 Tvne)
Pascal (Worst Case atural orst Case (Natural)
EF: 72tl/o N P X 0_E_ N M S X N/A Pa. Pass X Fail Pass X Fail N/A PPM N/A PPM
Oven Oven is Electric or No Oven Exists El Oven Range Hood Vented to Outside Yes_ No
Oven CO 87 PPM Ambient CO(During Oven CO Testing) 0 PPM
!Heating System Efciency: Enter AFUE for furnace or boiler,HSPF for heat pump,COP if heat pump is geothermal
2Fuel Type: N=Natural Gas P=Propane O=Oil E=Electric
3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper
M=Mechanically Assisted S=Sealed(Two Pipe)
NOTE. If the Venting Type selected is M,no Draft test is required for that appliance.
If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance
A CO test IS REQUIRED for all appliances regfardless of Venting Type,if the exhaust vent is accessible
4Water Heater Style:' Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned)
3Water Heater Efficiency. If Water Heater Type is Indirect,no EF entry is required
If Water Heater Type is Tankless,enter efficiency of combustion source
NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54
If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48
Rater Name: Tom Baccarella Rater Number: 3587347
Rater SignatIire: �J �.L - Date: Mar 26, 2021
I brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011
l
D.B. BENNETT
E:NGINI•FTING'
July 23, 2020
Building Department
c/o Connie Bunch
Town of Southold
Town Hall Annex Building
54375 Route 25
PO Box 1179
Southold, NY 11971
SUBJECT: Foundation
150 Blossom Lane
Southold, NY
BP#44819
To Whom It May Concern:
Based on my review of photos taken during construction and filed building plans, I have
determined that the footings and foundation were constructed in per the design plan
A3.0 in accordance with NYS Residential Code. The exterior of the foundation received
spray on damp proofing.
I trust this information is clear. If you have any questions, please call me at 631-907-
0023.
Resp ctfully submitted,
D.B. en eft, P.E., P.c.
f co ;c
Drew B. Bennett, P.E.
(24-563)
3 RAILROAD AVENUE. P.O. Box 1442• EAST HAMPTON • NY • 11937
T&I.: 631-907-0023 • R&x: 631-329-0324 • WWXNT.DBB-PE.cOM
D.B. BENNETT, P.E.,P.c.
1 I • ' • ' COMMENTS
FOUNDATION(IST)
FOUNDATION (2ND)
ROUGH FRAMING&
PLUMBING1
_i
h
INSULATION
STATE ENERGY CODE
ADDITIO AL COMMENTS
MArk
m 95
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NO 1p2rAW-1�
T
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502r Survey
Southoldtownny.gov PERMIT NO. P Check
Septic Form
N.Y.S.D.E C.
Trustees
C.O.Application
� ���;'{ ;��' 1 V �� �_ ' r'•y� Flood Per-mit
Examined20 ! i ;_` �" i ��' ; ' Single&Separate
Truss Identification Form
' _' FEB 1 3 2020 Storm-Water Assessment Form
act:
Approved �--- _ 'Vvl. l�
Disapproved a/c J
Phone: 63l" 74, --'db
Expiration ,20
Building In etor
APPLICATION FOR BUILDING PERMIT
Date /� , 20.,'70
INSTRUCTIONS
a. This application MUST be corripletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings oti.premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(S' ure of applicant or name,i as corporation)
Y-CeOC�
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
fl7[ox.) Y'
Name of owner of premises 9i6�
(As on the tax roll or latestdeed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
�0 71a<<01,14 L4" -
,House Number Street Hamlet
County Tax Map No. 1000 Section Block _ _ Lot
�q 3
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and oc of proposed construction:
a. Existing use and occupancy 11 a
b. Intended use and occupancy -00 a -t
l
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
-- (Description)
4. Estimated Cost 3 oo, 000 Fee
(To be paid onfiling this app Iicatio
5. If dwelling, number of dwelling units 4' Number of-dwelling units on eac floor o ao ��Ce
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front A/A Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front IdA Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 679 Rear FS Depth 7
Heights > Number of Stories
s � l
9. Size of lot: Front / 7,; Rear /39 Depth /7.S'
10. Date of Purchase / ✓X- ;20 Name of Former Owner RIO c h+ <-t�-o t
11. Zone or use district in which premises are situated /000
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOK-
13. Will lot be re-graded? YES VolNO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises 5&o7 2A eAddress '/00 '5`oXrc (APhone No.6,3)
Name of Architect 7�2a 4 lLi Address/0 f;.ezay 'hone No Sl,G -7a! - 3i/2!V
Name of Contractor'7 eCe1A11e 2,Q„ 40odzdaq Address 4:'14 •er 3l hone No.A.aj :fig 7 7-�
--;e iVWV k via m(
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO_V-
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are the, any-covenants and restrictions with respect to this property? * YES NO�
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY OFSV$ 1\ 1
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual igning contract) above named,
(S)He is the �l1JVL2�/0-0, *a C-b,1")
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application,
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
�� 1w day of F-)D(U 0-U 20.2-0
a�CQe L03�,Z)�
Notary Public Y L. DWYE Signature of- can
NOTARY PUBLIC,STATE OF NEW YO
NO 01 DW6306900
QUALIFIED IN SUFFOLK COUNT
COMMISSION EXPIRES JUNE 30,26-&�—
Scott A. Russell 01 STOR IMMAT]E]E,
SUPERVISOR o
IWANAG]EMIENT
SOUTHOLD TOWN HALL-P.O.Box 1179 1
53095 Main Road-SOUTHOLD,NEW YORK 11971
a Town of Southold
1 Y�
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
A. Clearing, grubbing, grading or stripping of land which affects more
i' than 5,000 square feet of ground surface.
E],.,���. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
E]31/c". Site preparation on slopes which exceed 10 feet vertical rise to
[100 feet of horizontal distance.
❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑D/E. Site preparation within the one-hundred-year floodplain as depicted
FjEuwon FIRM Map of any watercourse.
Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
dict
NAME 103
�,�
eiP-0 Section Block Lot
Com, -
e5i5.a.'d FOR BlilL-DING DEP I ffMENT [.'SE ONLY
Contact Information � / _ -76,S:-
Reviewed
6, Reviewed By - xj
— — — — — — — — — — — — — — — — — — Date- �� � J'C%�U _
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — —
_ Approved for processing Building Permit
S (� �b55 fi1/1 (�iC9� 1:1 Stormwater Management Control Plan Not Required
Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
pa
a
APPLICANT S.C.T.M. #: 1000 CHAPTER 236
(Property Owner,Design Professional,Agent,Contractor,Other) — dS� Qk
aStormwater Management Control Plan CHECK LIST
NAME <C10 Section Block Lot z S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application
v„
_ Date• * The applicant must provide a Complete Explanation and/or Reason for not providing
all Information that has been Required by the following Checklistl
iienron„me
I A Site Plan drawn to scale Not Less that 60' to the Inch MUST If You answered No or NA to any Item, Please Provide Justification Herel',
show all of the following items. YES NO NA If you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries 0�
b. Total Site Acreage
c. Existing - Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by§236-17(C)(2)
d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing & Area of Proposed Land Disturbance. 00
f. Existing & Proposed Contours of the Site (Minimum Z Intervals) �O
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage Improvements &utilities.
h. Spot Grades & Finish Floor Elevations for all existing&
proposed structures.
I. Location of proposed Swimming Pool and discharge ring. 0
Location of proposed Soil Stockpile Area(s).
k. Location of proposed Construction Entrance/Staging Area(s). 0
I. Location of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing
that the Stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall/storm event
3. Details&Sectional Drawings for Stormwater practices are required for approval
items requiring details shall include but not be limited to:
a. Erosion & Sedirnent Controls.
b. Construction Entrance & Site Access.
c. Inlet Drainage Structures (e g catch basins,trench drains,etc) 0
d Leaching Structures (e. . infiltration basins,swales,etc.)
I (M ['NIGINI:I•:itIN(� DEP �lZ'1'�11 N"I' USE ONLY '��*
Additional Information is Required.
Reviewed & I El Stormwater Management Control Plan is Not Complete.
Approved By — — — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date l ® SMCP has been approved by the Engineering Department.
I
FORM * SWCP Check List -TOS MAY 2014
F01J(0,
Z9, BUILDING DEPARTMENT-Electrical Inspector
` TOWN OF SOUTHOLD
CA Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959
Telephone (631)765-1802-FAX(631)765-9502
Temporary Certificate # -7 SCS Date 2, ILI 2020
Customer Name mckaElectrician Name jV C
Address (��( vvT - Phone b Q
L rJ D
e-mail e-mail ANY2 1W, Fi C7/2l- 6,
Phone License#
Size 12Lf
2_A Phase Overhead Underground #of Meters
Remarks
#of Underground Laterals 1 2 New
"H" Frame or Pole I d P Fire Reconnect
Was work done on Service? Y/N Flood Reconnect
Old Meter# Service Reconnected
Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation
is complete,the town will conduct a premises inspection of the service equipment.
1 This verification isid for 9 ay fro�hete ove.
�'1
Authorized by
:��-----------------------------------------
BUILDING DEPARTMENT-Electrical Inspector
jo TOWN OF SOUT14OLD -
co Town Hall Annex- 54375 Main Road - PO Box 117c
o�D2 �oo`' Southold. New York 11971-0959 1AR 1 1 2020
Telephone (631) 765-1802- FAX(531) 765-950
roger.richert(a).town.southold.nV.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Q��.,�1 /� �/G Af Date: .� r
20
Company Mame: 'A"i y1r
Name:
License No.: til Id: - 51 a email:�4E1 1, • �i c r`�i �y. G��. ; <
Address: 5' c ,'��� ,%v-e �ff� --"7:4L
Phone lVo.: GSr-%lf
JOE SITE INFORMATION: (All Information Required)
c
Name: c— k e,5
Address: p IO 1S'6 f 0 1v
Cross Street:
Phone No.:
J i
Bldg.Permit#: email- `,,,+v,^6t `
Tax Map District: 1000 Section: Block: 3 Lot: 10 , • �``L
BRIEF DESCRIPTION OF WORK(Please Print Clearly) ky -t_ l4�efj wl�c%/%G i•
l¢/f Z GL NI/,-0 �r-1 G C-
Circle All That Apply:
Is fob ready for inspection?: YES/ NO Dough In Final
Do you need a Temp Certificate?: YES f NO Issued On
Temp Information: (Ail information required)
Service Size 1 Ph 3 Ph Size: �2 d A #Meters Old Meter# /L/O
New Service-Fire Reconnect-Flood Reconnect-Service Reconnecte -Underground Overhead
#Underground Laterals1 2 Frame Pole Work done on Service? Y N
Additional Information: , i t ' �'
PAYMENT DUE WITH APPLICATION
ct
(09
82 RGq�tfat tsss��ctio;Form.xls IN � ����Q
J/ \V
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TOWN OF�SOUTHOLD
Town Hall,AnneX=54375Vain�;Road -PO Box 1179
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Additional Information:
PERMIT# Address:
Switches
Outlets
GFI's
- - --- ---=- --- --- -- -
-- ---- - - --- - - -- ---- -
- ------ ------------ -- -- ----
Surface
Sconces
H H's
UC Lts
----- -- -- --- - ---- --- ------ ------ ---------- --- ------
- - - -- — -- ---- - -- - ---
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service ?
w
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini
Special:
Comments
r,.
o�sUfFot,�coG
Town Hall Annex �� y Telephone(631)765-1802
54375 Main Road c Fax(631)765-9502
P. O. Box 1179 rp =
Southold, NY 11971-0959
•
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: C�2 `3 a?O
Owner:
Location of Property:
Please take notice that the (check applicable line):
V/� New commercial'or residential, structure
ALA Addition to existing commercial or residential structure
—.414 — Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check app 'cable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature: ze_44
Name (person submitting this form):
Capacity(c ck applicable line):
Owner
Owner representative
TrussRegl5.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE WHITE
REFLECTIVE RED
PANTONE #187
STROKE
The construction type
designation shall be
6615!' 661173 A6111557 661V"®r 66vyl
to indicate the construction
classification of the
structure under DESIGNATION FOR STRUCTURAL
section 602 of the BCNYS COMPONENTS THAT ARE OF
TRUSS TYPE CONSTRUCTION
■ "F15 FLOOR FRAMING, INCLUDING
■ ■ GIRDERS AND BEAMS
ccR'� ROOF FRAMING
"FR" FLOOR AND ROOF FRAMING
STANDARDS AND CODES
S.C.T.M. NO. DISTRICT: 1000 'SECTION: 69 BLOCK: 3 LOT(S): 10.3
(#R 10-19-0056)
MAP OF S0U71-'0LD
kLAS #9237 DWELUNGS
15' WIDE / W/PUBLIC WATER
NON-FERT/��N-D/STURB 0 150' LA��
EL 25.0
Tp REMA/N /�TSN eUF�R E j 38 00
NATURAL S7,47,1 / � O " 5 001,
f MON. ft-4 R,39.2 I
EL 23.5 010CIS
PROPOSED SOIL /
j STOCK PILE AREA LIF ^ 2 3
S 81012,
VACANT 150' ��' 30„ 3
� �
TYPICAL CLEAN OUT Q 120, EL(24.0) MONS
SLATE ORPPER I 3
EL(24.0) O� FOUR SEASONS i
OR ,,,,,
PLUG END O / �/ ROOM EL 22.1 O
SUITABLE COVER�
, :
0 22' :: :: ::;2G7•::,:::• _ - _ PROPOSED WATER SERIRCE -
30' ELBOW
3
60' WYE /w � � � !::•••�:.:::::•:::oe`.•CLEAN our
�: O,y Lor 2
Im i
�o O !16 01 .y i.ta=o o'.... S�' BML& u O
FLOW ;.
"� C 3�i L.P.
TYPICAL DRYWELL CROSS SECTION :• 000 .0,8•:. 4 BEDROOM
O PROPOSED AREA OF •::: -:.� :..... SANfTARY SYSTEM m
(CONC. PRECAST COMPONENTS) / ;:.a•,_;`_ Z •�
!Iv CLEARING/DISTURBANCE 8.0' 1,250 GAL S.T.
e,SAD MR NON-MWM ^0' 20,000 S.F.f ? EXP (1) 8'DIA02'DEEP LP.
W SUB�TRAR7C BEMam � •:•:.O' V Lu
TYPICAL SILT APPRakL HET PPE GSI oN�ANDD OUTLET r •:-.vi• V `�!
SCREEN SECTION POMOL Ir TJOD 00
DYL OOYER TO GRADE TO EL(24.0) :•• '':••::.N. Q ! I
GEOTThTGIIE FASMC P1IDIED '/Y 'i U . ,•'16,7••;.•.:
D R METAL ®=Ell 0❑ •••• p
FLOW DIRECTION
DDD❑ I WE
FZ�A,E EL(24.0) �WE�1/
EXCAVATED Di
encNF u mcti GARAGE O
DOSTING GROUND 51.7' (GF 24.0)
24,0, PROPOS R"atTAY SIT, _ �4
` EL(23.5) \� f DWElU V
14-
' Y I Q \
=•IRON PIN :•• •• •::•�1 h 20,
a Mw. f- 8' 58.1' \ O WITNESSED
' 0
COLLAR -v: :..........:.:.:::::::..:: R/7URE TEST HOLE #2
BACK FILL MATERIAL TO BE ��' """"' ' ': -• •. .. S D� 'PROPOSED CONSTRUCTION ENTRANCE
CLEAN SAND AND GRAVEL ^• N •�- +' O AS SHOWN ON FILED MAP
EL 23.E �/=9 . -.::'�.. ... \ I� & STAGING AREA
THE WATER SUPPLY, WELLS; DRYWELLS AND CESSPOOL �� `:: sn 10' x1oE waTER uNE `\�� I/ CONCRETE WASH OUT AREA 1 ELEV. 19.0
�{�;:..: ...:.. :: :.. ... O II
LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS �•':: ::': ::. :. �_ EASEMENT AS SHOWN ON IN BED OF PROPOSED DRIVEWAY.
i :.•.:.:.. :... - :::.::: .�� FILED MAP.
AND OR DATA OBTAINED FROM OTHERS I ..:::::::: ::. . ::.; LOAM OL
NAVD88 EL 23.8 �,;.•.:::: -:.;:::•::::1 U DER GROUN�
ELEVATION DATUM: :.:. EOXES N /
AREA: 30,999.57 SQ.FT. or 0.71 ACRES - j 7 o
UNAUIHOI?12ED AL7ERA770N-OR ADDITION 70 7}1/S SURVEY/S A NOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF IH/S SURVEY DWELLINGS �-��;;.':;•,.:.,;;,•W:•.�• /IRON PIN
MAP NOT BEARING THE LAND-SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN : _.•_,,_.._........_.._..
ONLY TO THE PERSON FOR WHOM 7HE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING/NST/7U770N W/PUBLIC WATER -�." :• /
LISIED HEREON, AND 70 7HE ASSIGNEES OF THE LENDING INSTITUTION, GUARAN7EES ARE NOT TRANSFERABLE. SAND
1 Jr0' W�i & Sw
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE j LOT 3 EL 22.5 \ GRAS
NOT INTENDED 70 MONUMENT THE PROPERTY ONES OR 70 GUIDE THE EREC77ON OF FENCESy ADDITIONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS 1
AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY ENDENT ON THE PREMISES AT 7HE TIME OF SURVEY \ /
SURVEY OF:LOT 2 CERTIFIED TO: SCOTT MCKAY,
MAP OR FLOWER HILL BUILDING CORP. CLUSTERED DRAINAGE CALCULATIONS:
CONSERVATION SUBDIVISION OF BEACII PLUM HOMES /
FILED:NOVEMBER 1, 2006 No.1 1458 A) DWELLING %COVERED PORCH=2120 SQ.Fr.
SITUATED AL SOUTHOLD 2,120 x 0.166= 352cf REQUIRED
TOVIN oF.SOUTHOLD (2) B'DIA x 4' DEEP DRYWELL=354cf PROVIDED NO WATER
SUFFOLK COUNTY, NEW YORK KENNETH M WOYCIiUK LAND SURVEYING, PLLC B) DRIVEWAY=2010 SQ.Fr. — 17�
/ Professional Land Surveying and Design 2010 x 0.166=334cf
P.O. Boz 153 Aquebogue, New York 11951 (1) 8'DIA x.8 DEEP DRYWELL= 354cf PROVIDED
FILE$19-181 SCALE "=30' DATE.DEC. 2, 2019 N.YS. LISC. NO. 050882 PHONE (631)=8-15nn FAX(631) 298-IMS (I REVISED 02-01-20
l
S.C.T.M. NO. DISTRICT. 1000 SECTION: 69 BLOCK: 3 LOT(S): 10.3 7 f,LE,LJ
(#R 10-19-0056) t
PR 0 6 2020 APR 16 2020
ayvea
RECEN a `� 22 y P SOUTH —
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-`"wi?... �• �:�..=='e'-`_�":".,f.:=-_�'�`.�•' 15' / I �i W/PUBLIC WATER 1 Y�i `�- '• •-'' __
NAR 2 3 2020 - � �9 SON WFERTIDE �/ _D/ST(,RB EL 25.01 PIPE 150'
N
REti/A/N /TSN BUFFER E I 138.88,
SUFF.CO.�t .'Ea a€ *: i aCES- /N NA7'U/ L STq� _
OFFICE S.._ V��e:�`_`. e3;�ri:a..i MGT,P ^ / �� MON. ��.
5t1aF®l�t3 Q�flUN�`d ®Epjl,t�'tldrXT OF HEAL:IH SERVICES � Q 1 h %"4
2 O `�/�� EL 23.5 CO
O
PERMIT FOI?APPI4CJYAL OF CONSTRUCTION FOR A c� � � '_�,n O
PROPOSED SOIL � (�
TYPICAL CLEAN OUT SINGLEF/i�tILY RESIDENCE ONLY ~ W-4
STOCK PILE AREA NcF "� '7 � `� Z 3
SLATE OR L 4 2019 0 C) Q :ELu ' �? S 81 12'30 3y 3
-� ST0 PER END I`1 VACANT 150' �' m
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=60'
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FOR fAAAXI[� �1 Of^ �BDRO®RSO �
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� o�a o.a�: i1)��
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TYPICAL DRYWELL CROSS SECTION (7 Oy�;p ";•;; 1 I[J ,J;; f /'\ V
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SCREEN SECTION O w 16.0.
:O,O KOri.•O8, S• MIN LOT
ee-•sa'a�e FOR ~ I : :.... _ ::` 8.01
f;EOTE7OILE FABRIC SUPPORT POSTS APPRDVE D asci P✓E DUTY AND APPROWfD OUTIEr PIPE ^ 89.0' ? y . /5 BEDROOM
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mmm l/ayt Pnasn TAS'/r I :•- •.{{';i. 'i.vi
PIDW DIRECTION :.. ::N. O EXP (11,a S.T.
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EXCAVATED AND ®� ❑ CLEARING/DISTURBANCE O •:."•:::':267^::: :.: :: Q / jj
RACKnU_ED TRENCH 0 0 0 0 ^/ 20,000 S.F.f EL(24-0)v / o /L
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CLEAN SAID AND GRAVEL :"�::•;;::::-:::-..
NON—CONFORMING :: •:•:• 0 1 �` � j
FRONT YARD: 40 MIN IRorI PIN: :•.:•: 0' s / WITNESSED
SIDE YARD: 15'MIN, 35' TOTAL - N' _' --, s R£ e.T I \ D4. OPROPOSED CONSTRUCTION ENTRANCE I \ TEST HOLE #2
REAR YARD: 50'MIN 7�0...' "' ' ' O AS SHOWN ON FILED MAP
EL 23.0 .... . �'-_ �� & STAGING AREA
I g 2 :.:: :•:.: . o ,
THE WA7ER SUPPLY, WELLS% DRYWELLS AND CESSPOOL �� STK.=: to' DE WATER UNE CONCRETE WASH OUT AREA ELEV. 19.0
LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS :.."' :: �_ FAS ENT AS SHOWN ON �. IN BED OF PROPOSED DRIVEWAY.
:...;:•.•'� Fl ��i� �i I LOAM OL
AND OR DATA OBTAINED FROM OTHERS I
NAVD88 I EL 23.b' -- = : :,'' ;UNDER GROUND
AREA:30,999.57 SQ.FT. or 0.71 ACRES ELEVATION DATUM: :: �9 :::.:::: iIRJBUxEs No
UNAU7NOR/ZED AL7ER477ON OR ADDITION 70 THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA170N LAW. COPIES OF THIS SURVEY DWELLINGS /IRON PIN
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN I . v. W. _.._.._ ._.._.._.._..
ONLY 70 7HE PERSON FOR KHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF 70 THE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7I7U77ON W/PUBLIC WATER —� r: ' / SAND
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING WS7I71J770N, GUARANTEES ARE NOT TRANSFERABLE ' W�i
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 1 1 LOT 3 EL 22.5 GRAVEL
NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCE,$ ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMEN78 EASEMENTS 1
AND/OR SUBSURFACE S7RU&7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY \ /
SURVEY OF:LOT 2 1CERTIFIED TO: SCOTT MCKAY,
MAP ON FLOWER HILL BUILDING CORP. CLUST RED, ' DRAINAGE CALCULATIONS: \
CONSERVATION SUBDIVISION OF BEACf PLUM HOMES /
"LED:NOVEMBER 1, 2006 No.1 1458 A) DWELLING W%COVERED PORCH=2120 SQ.FT.
SITUATED AT.SOUT'HOLD 2,120 x 0.1'66= 352cf REQUIRED
TOWN OR SOUTHOLD I (2) B'DIA x-14' DEEP DRYWELL=354cf PROVIDED NO WATER
SUFFOLK COUNTY, NEW YORK KENNETH M 1g0YCHUK LAND SURVEYING, PLLC B) DRIVEWAY=2010 SQ.FT. —17�
y� Professional Land Surveying and Design 2010 x 0.166=334cf
�(+ P.O. Hog 159 Aquebogue, New York 11991 (1) B'DIA x IB' DEEP DRYWELL= 354cf PROVIDED REVISED 03-17-20
HLE 111 19-181 SCALE 1"=30' DATE:DEC. 2, 2019 N.yS LISC. NO. 050882 PHONE (831)298-1558 FAX(631) 298-1588
S.C.T.M. N0. DISTRICT: 1000 SECTION: 69 BLOCK: 3 LOT(S): 10.3
(#R 10-19-0056)
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IXCAVATED AND PROPOSED AREA OF ///i i/// ( )
®=000 CLFIIRING/DISTURBANCE 0 26 8 i 00 4F m
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AND OR DATA OBTAINED FROM OTHERS. r ` �:. ":: _ R;, LOAM
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ELEVATION DATUM.* NAVD88 EL 23.8 ---:— :• :': 11NIDER GROUND I
AREA: 30,999.57 SQ.FT. or 0.71 ACRES ,BoxEs No /
UNAUTHORIZED ALTERATION OR ADDITION 70 THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF 7HE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY RON PIN /
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN DWELLINGS — W
ONLY 70 THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON W/PUBLIC WATER / SAND
LIS7ED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INSTITUTION, GUARAN7EES ARE NOT 7RANSFERABLE. 150' �~ W • / & SW
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE LOT 3 EL 22.5 �\ / GRAVEL
NOT IN7ENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77M£OF SURVEY \\\
SURVEY OF:LOT 2 CERTIFIED TO: SCOTT MCKAY,
MAP OR FLOWER HILL BUILDING CORP. CLUSTERED, ' DRAINAGE CALCULATIONS:
CONSERVATION SUBDIVISION OF BEACM PLUM;HOMES _
FlLED'NOVEMBER 1, 2006 No.1 1458 A) DWELLING W/COVERED PORCH=2120 SQ.FT.
SITUATED AT:$OUTHOLD 2,120 x 0.166= 352cf REQUIRED
TowN OF.SOUTHOLD (2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED NO WATER
KENNETH M �POYCHUK LAND SURVEYING PLIC — 17'
SUFFOLK COUNTY, NEW YORK B) DRIVEWAY=2010 SQ-FE
y� Professional Aqu Surveying and Design 2010 x 0.166=334cf FOUNDATION LOC. 07-14-20
P.O. Hos 153 Aquebogue, New York 11931 (1) 8'DIA x 8' DEEP DRYWELL= 354cf PROVIDED REVISED 03-17-20
FILE //19-181 SCALE.1"-30' DATE:DEC. 2, 2019 N.YS. LISC. NO. 050882 PHONE (831)196-1688 FAX (631) 298-1588
c ,
t
I
S.C.T.M. NO. DISTRICT: 1000 SECTION: 69 BLOCK: 3 LOT(S): 10.3
RECEIVED
(#R10-19-0056) -,
_• . 4 '` ; ';: �. �_ MAP OF I JAN I 12021
S �O
t I 7 043 1 p., ,I D VILIAS #9237 114&*I
i �`13 ZU21 � 15' WIDE / E ��i SUFF. CO. HEALTH SERVICES
�'IP" NDN- ^'�N- 4A�T�, OFFICE OF WASTEWATER MGT.
TO RE�RTIL12 T—DNTVRBANCE EL 25.o PIP
. . N IIy ITS NBUFFER i 138 Op'
AT(IRAL STATE / O '25 00, -
35
1` ^ MON. ^"4 O R� Z
SUFFOLK:COU N-1 Y DEPARTMENT OF HEALTH SERVICES EL 23.5 � C&CV
APRRO N'AL OF ," %',"TPUCT'ED WORKS FOR �' M C\?A SINGLE V _>r RESIDENCE �
W WOOD
43228 S 81 12
o ,q A /
/?2 22.2' MON. J p��
The SE54'9l,.L tIi3}7C'z ,a9' 3fR' Op y 1368tilt W OCIS k-49 n d bw :441 ,T12, EL 24.1 ��a 61.18,
InspecW?idbr ccrtitae0 by/nis OeprbmW OF GUM aprdW and found toQ ..
be S8ti5t3Ctory FOR A M�SOAbIUM QF 5 IED . :::•:• :'2EB': EL 24.1 MONS /
•::: EL 22.1
O /
WOOD :::. :' ....o O ---- _
o ... ;:::::::':: .. .: 's WATER SERVICE
STOOP ....... /
J :.:.J•J 7.4x3.2' ...........I'.. ........ /
Craig. - .nep per, PE, Chief o W / h:::.:; 2� <: : S.
N::•::.:•:� C.O.
ice 5 WasYE?CVvat management 3 � < :'�� '::oe 230. LOT 2 �
9 5 BEDROOM
8 -tea /
0' WOOD 4 2?4 4 L.P. 1,500 GALS SYSTEM
(1) 10'DWx13'DEEP LP. m• /
�y EL 24.1 / ;...... .. ::' ti ^/
/ ro a EL 24.1 RCA r /
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302 15' V 529, • z 1
io
ENCLOSURE• RCA DRIVEWAY
ZONED AC (80,000 S.F) 00
NON—CONFORMING .'
IRON PIN: :::..:: =..
FRONT YARD: 40 MIN -- �:. ::::. .:.;..: �
SIDE YARD: 15'MIN, 35' TOTAL / EL Z.r 77� . ..-0�-".' _ O• \I
REAR YARD: 50'MIN ► 19
l :' .? ..-.,+ p 10'WIDE WATER UNE
7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL ► " ' ""' ' EASEMENT AS SHOWN ON I
N
LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS `_' FlLED I
AND OR DATA OBTAINED FROM 07HERS "-: �"'�'
EL :......:. GROUND
AREA:30,999.57 SQ.FT. or 0.71 ACRES £LEvanoN DATUM: NAVD88 =:'= : "- RON PIN /
UNAUTHORIZED ALTERATION OR ADDRION 70 THIS SURVEY 15 A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCAAON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICA7ED HEREON SHALL RUN :� /
ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON
`y W. /
LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777U770M, GUARAN7EES ARE NOT 7RANSFERABLE. LOT 3 EL 22.5
THE OFFSETS OR DIME749ONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECYRC PURPOSE AND USE 7HEREFORE THEY ARE
NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR 70 GUIDE THE ERECRON OF FEN= ADD177ONAL S7RUCRURES OR AND 07HER IMPROVEMEN75. EASEMENTS
AND/OR SUBSURFACE S7RUCYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDE14T ON THE PREMISES AT THE 71ME OF SURVEY
SURVEY OF.LOT 2 CERTIFIED TO: SCOTT MCKAY,
MAP OR FLOWER HILL BUILDING CORP. CLUSTERED ,
CONSERVATION SUBDIVISION OF BEACM PLUM HOMES ---- �/
FILED:NOVEMBER 1, 2006 No.11458
SITUATED AT-SOUTHOLD REVISED SANITARY 12-29-20
TOWN OF.SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC FINAL SURVEY 12-10-20
SUFFOLK COUNTY, NEW YORK y� Professional Land Surveying and Design FOUNDATION LOC. 07-14-20
P.O. Hos 159 Aquebogue, New York 11951 REVISED 03-17-20
FILE#19—181 SCALE 1"c30' DATE:DEC. 2, 2019 N.Y.S. LISC. NO. 050882 PHONE (831 98-1688 FAX(631) 298-1688
I
i
NEW YORK lip (BUILDING
3 TECHNOLOGY
GROUP
Thank you for using NYBTG.
The 2016 NYS energy code includes some requirements that are likely not familiar to
many builders and contractors. It is our goal to make your project run smoothly and
without issue. To insure this, please see that these documents are distributed to the
associated contractor in order to provide some guidance with meeting the new code
requirements.
REQUIRED ITEMS FOR 2016 CODE:
1) Rough inspection: We must inspect the insulation before walls are closed. To
keep your project running smoothly, please call us a week or two in advance so
we can schedule your inspection directly after insulation install. At this time, we
will be inspecting insulation and air sealing and also testing any ductwork that
is not within conditioned space (duct blaster test). We recommend that you
have a representative from your HVAC contractor available to handle any
potential problems while the test is running so that the project isn't held up with
repairs and re-inspections.
2) Final inspection: At final inspection, we will be pressure testing the building for
air infiltration. (blower door test). In addition, we will also be testing fossil fuel
appliances (oven, boiler, HW heater) for potential Carbon Monoxide issues. For
new construction, we will be testing mechanical ventilation rates. (see attached
document).
It is very important that builders familiarize themselves with the new requirements.
We are here to answer any questions you might have and walk you through any
potential problems. Feel free to have each contractor contact us for specifics.
Y59 Route 25A BulOdUng 1 Suite B M111ler Nace, MY (,1764
Telephone. 631495-0289 Fax: 631 359-2808 Ernafl- nNF0@nybtgoc0rn
NEW YORK �B,UILDING
G 'o TECHNOLOGY
GROUP
HVAC DUCT REQUIREMENTS UNDER 2016 NYS CODE
The new residential code includes some very difficult to attain limits on duct leakage and specific
requirements for duct insulation. To ensure that our builders can complete their projects with the least
amount of hardship or lost time, we ask that you take note of these new regulations:
Because of the severe leakage limits of the new code,we are strongly recommending that.ductwork be
tested at the time of rough inspection so that any issues can be addressed before walls are closed in.
We also recommend that the HVAC contractor has someone available at the time of inspection to make
any needed repairs. We will work with them to find and diagnose problems and if possible,get the
systems to pass the tests before we leave.This way there are no project delays or call-backs.
These are the insulation requirements for all residential ductwork:
1) VENTED ATTICS:All ducts must be insulated to R8.
2) UNCONDITIONED BASEMENTS:All ducts must be insulated to R6.
3) UNCONDITIONED CRAWLSPACES:All ducts must be insulated to R6
PLEASE NOTE: R4.2 Duct insulation and flex duct is not acceptable in any uninsulated spaces in the home.
Ductwork within the thermal envelope of the building does not have code requirements for insulation
and should be insulated as the installer feels appropriate to control condensation. In other words, If all of
the ductwork is on the"conditioned"side of the building insulation, it does not need to be insulated.
USING FRAMING CAVITIES FOR DUCTWORK(panning joists) is no longer allowed for any ductwork. In
cases where it is necessary to use a joist cavity to get around obstructions(like over main beams in a
basement) all wood surfaces must be completely covered with metal panning to form a duct on all 6
sides. In testing,we have been finding that these connections are very often points of serious leakage
which lead to failure of the duct test. Take extreme care to seal all connections,especially where the duct
transitions to vertical inside of walls.
SEALING REGISTER BOXES: The connection between ductwork and drywall or floor must be air tight. If
we test ductwork at rough (before drywall)we will be inspecting for this seal at final. Please keep in mind
that we need access to all registers to seal them for testing.Any unconventional register situation (like
under counter grills or hidden slot returns)should be left accessible until after the rough-in test.
DUCT TAKEOFFS: It has been a practice with many installers to wrap their ducts before installing takeoffs.
Sandwiching insulation between sheet metal and takeoff leads to some leakage into the insulation. We
are finding that the cumulative leakage from these joints is often enough to cause failure on the test. We
recommend that insulation be pulled away and takeoffs be attached directly to the metal ductwork.
169 Route 26A Building 1 Suite B Mlller place, MY 11764
Telephone- 631 495-0289 Fax., 631 389-2808 Email- IMFO@nyhtgeco
'NEW YORK BUILDING
t TECHNOLOGY
G R O U P
Range Hood Make-Up Air
The 2015 IRC requires that kitchen range hoods over 400 chn are provided with"make-up"air.
Since most large kitchens have hoods much larger than 400cfm,it's important that builders allow for this requirement early in
the project to avoid costly retrofits later on.I've included a few options for compliance,but any method that meets the code
listed below is acceptable. - Tom
M1503.4 Makeup air required. Exhaust hood systems capable of exhausting in excess of 400 cubic feet per minute(0.19m3/s)
shall be mechanically or naturally provided with makeup air at a rate approximately equal to the exhaust air rate.Such
makeup air systems shall be equipped with not less than one damper. Each damper shall be a gravity damper or an electrically
operated damper,that automatically opens when the exhaust system operates. Dampers shall be accessible for inspection,
service,repair and replacement without removing permanent construction or any other ducts not connected to the damper
being inspected,serviced,repaired or replaced.
M1503.4.1 Location.Kitchen exhaust makeup air shall be discharged into the same room in which the exhaust system is locat-
ed or into rooms or duct systems that communicate through one or more permanent openings with the room in which such
exhaust system is located.Such permanent openings shall have a net cross-sectional area not less than the required area of
the makeup air supply openings.
There are several methods of compliance. A few of the most common options are listed below
1) Make-up air kit for hood: Many hoods are available with a make-up air fan assembly as an option. If the kit is available for the hood you
are using,this is usually the simplest option.
2) Motorized damper on HVAC system: A fresh air damper can be installed on the HVAC system that supplies the kitchen to draw air into
the room whenever the range fan is on.These can be wired directly to the fan controls,or with a duct
sensor that installs inline in the exhaust flow. (see figure 1 below). Having the incoming air spread across the entire system makes the
temperature change of the outside air less noticeable.The sensors are available with wireless transmitters if the walls are already closed
up.
3) A gravity damper ducted into the kitchen: This tends to dump a lot of unconditioned air directly into the kitchen and if not set up properly
can be drafty and uncomfortable for occupants.The rush of cold outside air can also affect cooking temperatures if too close to the range.
4) A tempered make-up air system: (These are commonly used in commercial applications but might be overkill for a typical home and can
include heating or cooling. However,they might be appropriate in homes that have commercial style hood set-ups. (see figure 2 below)
Figure 2
-5
Figure 1 Fantech MUAH 10 shown #)
NEW YORK BUILDING
- ® 5 TECHNOLOGY
GROUP
MECHANICAL VENTILATION OPTIONS SHEET
The NYS building code(11303.4)requires mechanical ventilation in all new homes but leaves many options
for meeting these requirements.We have included the more typical applications along with fan and timer
types.
Applicable code-M1507.3
1)System can be exhaust,supply,or balanced.
2)System can draw from any room in the house.We recommend that they be exhausted from the
bathroom.
1)USING BATH FANS:A bath fan connected to a 24 hour run-timer can be used for compliance.(see
examples on page 2) In our opinion,this is the least desirable option, but it does meet code requirements.
a)The fan must exhaust to the outside
b)The fan must run without homeowner intervention. It can run continuously,or be connected to a 24
hour clock timer.
c)The fan must actually move enough air when tested to meet the CFM output needed for the home. (see
the calculation below).The"builders special"fan probably won't meet the requirements.
d)For larger homes we recommend using several large fans with timers in more than one bathroom. Each
fan can be run for a shorter period of time to avoid noise issues when people are nearby.
2)USING THE HVAC SYSTEM:Systems can be set up to draw outside air into the return duct.This is
commonly done in commercial buildings.
a)The system must have a fan cycler to automatically run the air handier long enough to meet the
minimum ventilation requirements for the home.
b)The fan must operate regardless of the need for heating or cooling.
3)USING A REMOTE INLINE EXHAUST FAN: This is our recommended method for compliance.An inline fan
can be installed remotely either running continuously or on a timer.These should be ducted with 6"
insulated flex duct.Insulated duct absorbs much of the fan noise and reduces occupant complaints. (see
examples on page 2). We recommend you use a fan double the size required and then reduce the runtime
with a clock timer.
4)USING AN ERV,HRV or BALANCED VENTILATOR:This is a premium option.These units transfer heat from
the exhausting air back into the fresh intake air. These are practical for people who want maximum
ventilation without having cold drafts or humidity issues from outside air.
HOW MUCH VENTILATION DO YOU NEED?
TABLE M1507.3.30)
CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
DWELLING UNIT NUMBER OF BEDROOMS.
FLOORAREA, 0-1 1 '2-7 1 4-5 1 6-7 1i7
(square feet) Airflow in CFM
<1,500 30 45 60 '75 90
1,501-3,000 45 60 75 .90 105
3,001-4,500 60 75 90 105 120
4,501-6,000 75 90 105 120 135
6,001-7,500 90 105' 120 135 150
>7,500 1105 120 135 150 .165
159 P®ute 25A BuflidIffig 1 5uilte 3 M er Race, NY 11764
Telelphoneo 631495-0289 Fax- 631 389®2808 Email- YNF®@nVbtgocom
NEW YORKftmo �, IBUILDING
TECHNOLOGY
GROI/P
FAN MUST RUN FOR AT LEAST 25%OF EACH 4 HOURS. i.e.if 45 cfm were required,you could supply
45cfm continuously,or 90cfm for 50%of the time,180 for 1/4 of the time,etc.
RECOMMENDED BATH FANS:
Any Energy Star rated fan will work fine.Avoid low budget"builder special"fans. Many times,they do not
move even half the air they are listed to deliver. Larger fans(120-150 cfm)allow for less run time.If
possible,use 6"ductwork to exhaust the fan. The actual output of bath fans drops considerably with long
or restricted ductwork.
_YiS...< L.•: R%•�•,px`��"a G➢�^y o�� e� � ,.:i�
Panasonic makes several models that run at low speed continuously and then spin up with the switch.
Make sure that the continuous low speed moves enough air to meet the minimum requirement.
TIMERS: These must be 24-hour clock timers similar to those used for outdoor lighting. Most lighting
companies make several versions. "Stay on" 10-20-30 minute timers do not meet code requirements.
TYPICAL MODELS: �
3
Honeywell RPLS730B1000/U
Leviton Model#VPT24-1PZ
i
INLINE FANS: We recommend 6"insulated ductwork be used to reduce noise and maximize airflow. For
code,these can draw air from anywhere in conditioned space.We recommend they draw from the most
used bathrooms for best moisture and odor control.
NOTE:To reduce noise,use insulated flexible HVAC duct between the fan and the intake grill.Use a few
extra feet of duct to allow for some curves which will help absorb the sound of the fan.
MODELS: Fantech FR series,Panasonic Whisperline Inline Ventilation Fans
159 Route 25A Building 1 Suate B MAlller (Place, MY 11764
Telephone: 631 496®0289 Fear: 631 389®2808 tErnali : EMFO@nybtgacom
NEW YORK R BUILDING
T E C H N O L O G Y
G R O U P
Air Sealing Issues with Fiberglass Batt
The 2015 IRC requires that new homes meet an infiltration rate of 3ach50
In general, NYBTG recommends the use of spray foam as insulation because of its superior airsealing ca-
pability. However, because of its cost, it is not practical for every application. If you are using batt insula-
tion alone, there are several areas that require extreme attention to detail when airsealing, and a few sit-
uations where fiberglass can never be used alone.
NOTE:It is very important that we inspect the airseal before the walls are closed up. This gives us the op-
portunity to find and address any specific issues while the walls are open. It is very difficult tl make re-
pairs if the house does not pass the blower door test which is run at final, long after the walls have been
closed up.
1) ATTICS: It is becoming common to create a "sealed
attic" using sprayfoam insulation in the rafters ratherSte
_ {
1 ,
than in the ceiling. This has two benefits; it moves attic
HVAC equipment into the thermal envelope which
eliminates losses from the equipment. It also adds ad-
ditional conditioned volume to the house which makes
blower door compliance easier. -
2) FIBERGLASS BATTS ALONE CANNOT BE USED s .
FORA SEALED ATTIC: The IECC requires that fi-
berglass batts in a roof rafter have a ventilation space
but also requires that the insulation and airseal be _ #�
�r
aligned. Without drywall on the assembly (as with a
vaulted ceiling) there is no airseal keeping air from the
home from escaping out through the ridge and soffit
vents. We have run into situations where builders have insulated both the ceiling and
the rafters in an effort to keep HVAC equipment "inside conditioned space'! Again,
unless the roof assembly is insulated, properly vented, and air-sealed, it will not meet
NYS code and will likely have serious moisture and mold issues.
i
i
i
i
NEW YORK " 7 BUILDING
T E C H N O L O G Y
GROUP
f M5�m,
£ .F tl.h r`tP Y'ce'£�F`�r.��, `:tM1•'u�;pa,. �E Sr � w� Y _
Airsealing wall cavities with Caulking ZlPsystem—Sheathing has waterproof coating,
seams are sealed with permanent adhesive tape
3) EXTERIOR WALLS: Walls are typically airsealed from the inside using caulking, "great-
stuff' canned foam, or spray on adhesive airseal. Most insulation contractors will include
this as an "airseal package" in the scope of work. It is important that any seam that might
connect to the outside is sealed, especially the plates and around windows. It is also possi-
ble to airseal from the exterior using an adhesive air/water control layer such as
`Blueskin"or using a"Zipsystem" type sheathing. If you are sealing from the exterior, it is
very important that the connection where the sheathing meets the rim joist and top plates be
sealed when the sheathing is installed.
4) FLOOR AND CEILING PENETRATIONS: Asa gen-F J.-
eral rule, penetrations between floors are sealed with
µ.
an intumescent firestop caulking or rockwool in order
to meet fire codes. In places where the floor connects
to either an unconditioned basement or attic, it's criti i
cal that these holes be completely air-tight. The picture
M h'
to the right shows a situation we run into regularly '
s _
where ductwork is not properly sealed to the floor (or
drywall for ceiling installations).A home will not pass '
NYS code without these connections being sealed air- 4
tight. We cannot even run the tests until corrections have been made.
Please be sure to have all ductworkproperly sealed before we come to test. A re-inspectfee will be
charged for return trips caused by unfinished work. Please use our pre-inspection checklists and verify
that all work is complete before you schedule an inspection.
r
NEW YORK ® BUILDING
® T E C H N O L O G Y
GROUP
5) ATTIC CEILING TO WALL CONNECTIONS: This is the most critical connection and the one most
often overlooked. Any ceiling that connects to an attic will require an additional seal where the drywall
connects to the wall top-plates. Since drywall never presses perfectly to the framing(it's held out by nails,
protector plates,mis-aligned studs, etc),there is a small gap between the framing and the drywall. This
space allows for attic air to flow into the walls and out through outlets and under the base moldings.
9'
The gap behind this drywall is about 3/16". This gap,multiplied by the length of second .,
floor walls equaled an open hole to the attic of about 90 square inches. The image on the
q 9
right shows drywall dust being blown out from behind the wall during our test.
1
Ili I
The gasket foam is installed along all top wall plates that meet the attic.This
keeps cold attic air from leaking in behind the drywall and out from under the
base moldings (see picture above right). The foam bead can be installed by
a laborer in a few hours a day or two before the drywall begins.It cleans up
with water and the gun cleans with a garden hose.
This is one of the available gasket foams available for drywall sealing.
It's available at most supply houses or on Amazon. It's shown installed
in the photo on the left.
HVAC Design Calculation
in accordance with
ACCA Manual J,D,& S
Manual J Eighth Edition V.2
For
150 Blossom Lane - Southold, NY
Scott McKay
225 Blossom Lane
Southold NY 11971
(631) 765-8003
t E C WN 0 L 0,15 Y
_ =
1,6 R 0 U p
Prepared by: Thom`a`s;Baccarelia'in;accordance'with ACCA Manual J,,8�h-edition,Uz
12-0 �l
_t
Disclaimer
New York Building Technology Group Inc.
Disclaimer Clause for Manual J, S and D load, design calculations and
equipment selection
This document is intended as a preliminary design document for permitting purposes
only. All information, calculations and other items appearing in this document are
based on the blue prints provided by the client, NYS code, ACCA design guidelines,
and/or using default interior design loads. These loads are subject to change based
on the specific requirements of the occupants. Any changes to design loads should be
made using ACCA design guidelines and documented according to the guidelines of
the building dept.
The design professional and/or a contractor may alter the design and/or installation
as they see fit based on site conditions. These changes must be in accordance with
ACCA guidelines and New York State residential building code.
New York Building Technology Group Inc. shall not be liable for any damages, losses,
expenses or other liabilities whatsoever arising in connection with the use of, or
inability to use, the herein calculation documents by any party, or in connection with
any failure of performance, error, omission, interruption, defect, suspension, delay in
operations in the use or interpretation of this document, whether or not New York
Building Technology Group Inc. has been advised of the possibility of such damages,
losses, expenses or liabilities. New York Building Technology Group Inc. makes no
warranty, statement or representation with the use of this document or with respect
to the accuracy, completeness, or usefulness of the information, calculations and
other items contained herein.
159 Route 25A Building 1 Suite B Miller Place,NY 11764
Telephone: 631 495-0289 Fax:631 389-2808 Email:Gene@nybtg.com
Revised August 30,2017
Manual S Compliance Report Job: 2251
NEW YORK BUILDING Date: Jan 13,2020
®"g I����>°`°° First By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone•631-495-0289 Email Tom@nybtg.com Web:www.NYBTG com
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Email: slmckay@optonline.net
Design Conditions
Outdoor design DB: 84.3°F Sensible gain: 20906 Btuh Entering coil DB: 75.9°F
Outdoor design WB: 71.7°F Latent gain: 5026 Btuh Entering coil WB: 63.5°F
Indoor design DB: 75.0°F Total gain: 25931 Btuh
Indoor RH: 50% Estimated airflow: 953 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split AC
Manufacturer: Rheem Model: RA1430AJ1NA+RCF3617STAMCA+R95TA0401317MSA
Actual airflow: 953 cfm
Sensible capacity: 23651 Btuh 113% of load
Latent capacity: 5266 Btuh 105% of load
Total capacity: 28917 Btuh 112% of load SHR: 82%
• • •
Design Conditions
Outdoor design DB: 15.7°F Heat loss: 21841 Btuh Entering coil DB: 66.97
Indoor design DB: 72.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Prop furnace
Manufacturer: Rheem Model: R95TA0401317MSA
Actual airflow: 953 cfm
Output capacity: 41000 Btuh 188% of load Temp. rise: 50 OF
Meets all requirements ofACCA Manual S.
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Manual S Compliance Report Job: 2251
NEW YORK IRUII L'DI oNy
Date: Jan 13,2020
,o > Second By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller,Place,NY 11764 Phone 631-495-0289 Email,Tom@nybtg.com Web www.NYBTG.com
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Email: slmckay@optonline.net
Design Conditions
Outdoor design DB: 84.3°F Sensible gain: 16312 Btuh Entering coil DB: 76.1°F
Outdoor design WB: 71.7°F Latent gain: 2377 Btuh Entering coil WB: 63.4°F
Indoor design DB: 75.0°F Total gain: 18689 Btuh
Indoor RH: 50% Estimated airflow: 800 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split AC
Manufacturer: Rheem Model: RA1424AJ1NA+RCF2417STAMCA+R95TA0401317MSA
Actual airflow: 800 cfm
Sensible capacity: 22183 Btuh 136% of load
Latent capacity: 1854 Btuh 78% of load
Total capacity: 24038 Btuh 129% of load SHR: 92%
Design Conditions
Outdoor design DB: 15.7°F Heat loss: 18675 Btuh Entering coil DB: 67.8°F
Indoor design DB: 72.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: , Prop furnace -
Manufacturer: Rheem Model: R95TA0401317MSA
Actual airflow: 800 cfm
Output capacity: 41000 Btuh 220% of load Temp. rise: 50 OF
Meets all requirements of ACCA Manual S.
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Load Short Form Job: 2251
NEW YORK � BUILDING Date: Jan Jan 13,2020
First By: Tom Baccarella
G9GUP
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone,631-495-0289 Email Tom@nybtg com Web www NYBTG com
MIEVEM
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Email: simckay@optonline.net
Htg Clg Infiltration
Outside db(°F) 16 84 Method Simplified
Inside db(°F) 72 75 Construction quality Tight
Design TD (°F) 56 9 Fireplaces 1 (Average)
Daily range - L
Inside humidity (%) 30 50
Moisture difference(gr/Ib) 25 32
HEATING EQUIPMENT COOLING EQUIPMENT
Make Rheem Make Rheem
Trade RHEEM Trade RHEEM
Model R95TA0401317MSA Cond RA1430AJlNA
AHRI ref 6465026 Coil RCF3617STAMCA+R95TA0401317MSA
AHRI ref 8387173
Efficiency 95AFUE Efficiency 12.5 EER, 15.1 SEER
Heating input 42000 Btuh Sensible cooling 20020 Btuh
Heating output 41000 Btuh Latent cooling 8580 Btuh
Temperature rise 39 °F Total cooling 28600 Btuh
Actual air flow 953 cfm Actual air flow 953 cfm
Air flow factor 0.057 cfm/Btuh Air flow factor 0.047 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.81
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ftz) (Btuh) (Btuh) (Cfm) (Cfm)
Bed 236 2996 2655 170 126
Living 203 1792 2972 101 141
Foyer 150 1770 643 100 31
Dining 143 2126 2172 120 103
Powder 34 336 45 19 2
Laundry 31 619 848 35 40
Kitchen 208 2110 4341 119 206
Bath 2 123 1602 349 91 17
Closet 69 636 158 36 7
Family 260 2843 5895 161 280
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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First d 1456 16829 20078 953 953
Other equip loads 5012 828
Equip. @ 0.89 RSM 18669
Latent cooling 5026
TOTALS 1456 21841 23694 953 953
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
- - wrightsoft- 2020-Jan-20 13 10 04
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Load Short Form Job: 2251
NEWYORK ',,u,
UDate: Jan 13,2020
Second By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone*631-495-0289 Email,Tom@nybtg.com Web www NYBTG.com
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Email: slmckay@optonline.net
Htg Clg Infiltration
Outside db(°F) 16 84 Method Simplified
Inside db(°F) 72 75 Construction quality Tight
Design TD (°F) 56 9 Fireplaces 1 (Average)
Daily range - L
Inside humidity (%) 30 50
Moisture difference(gr/Ib) 25 32
HEATING EQUIPMENT COOLING EQUIPMENT
Make Rheem Make Rheem
Trade RHEEM Trade RHEEM
Model R95TA0401317MSA Cond RA1424AJ1NA
AHRI ref 6465026 Coil RCF2417STAMCA+R95TA0401317MSA
AHRI ref 7607053
Efficiency 95AFUE Efficiency 12.5 EER, 15.1 SEER
Heating input 42000 Btuh Sensible cooling 16800 Btuh
Heating output 41000 Btuh Latent cooling 7200 Btuh
Temperature rise 47 °F Total cooling 24000 Btuh
Actual air flow 800 cfm Actual air flow 800 cfm
Air flow factor 0.052 cfm/Btuh Air flow factor 0.051 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.87
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
Bed 3 195 3270 3009 169 152
Upper Foyer 0 0 0 0 0
Computer Room 143 2516 3131 130 159
Hall 139 2178 1997 112 101
Bed 4 180 3201 3675 165 186
Bath 1 84 780 198 40 10
Bed 2 222 3555 3777 183 191
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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i
Second d 964 15501 15787 800 800
Other equip loads 3175 524
Equip. @ 0.89 RSM 14566
Latent cooling 2377
TOTALS 964 18675 16943 800 800
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
A, wrightsoft- 2020-Jan-20 13 10 04
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A& Project Summary Job: 2251
NEW YORK BUILDING Date: Jan 13,2020
First By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone,631-495-0289 Email Tom@nybtg com web www.NYBTG cam
=1 milli I
® • - • •
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Notes: Email: slmckay@optonline.net
Weather: Brookhaven, NY, US
Winter Design Conditions Summer Design Conditions
Outside db 16 OF Outside db 84 OF
Inside db 72 OF Inside db 75 OF
Design TD 56 OF Design TD 9 OF
Daily range L
Relative humidity 50 %
Moisture difference 32 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 15245 Btuh Structure 19695 Btuh
Ducts 1584 Btuh Ducts 382 Btuh
Central vent (81 cfm) 5012 Btuh Central vent (81 cfm) 828 Btuh
Outside air Outside air
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 21841 Btuh Use manufacturer's data n
Rate/swing multiplier 0.89
Infiltration Equipment sensible load 18669 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 1 (Average) Structure 2751 Btuh
Ducts 507 Btuh
'Central vent(81 cfm) 1768 Btuh
Heating Cooling Outside air
Area(ft') 1456 1456 Equipment latent load 5026 Btuh
Volume ft') 11646 11646
Air changes/hour 0.20 0.08 Equipment Total Load (Sen+Lat) 23694 Btuh
Equiv.AVF (cfm) 39 15 Req. total capacity at 0.70 SHR 2.2 ton
Heating Equipment Summary Cooling Equipment Summary
Make Rheem Make Rheem
Trade RHEEM Trade RHEEM
Model R95TA0401317MSA Cond RA1430AJlNA
AHRI ref 6465026 Coil RCF3617STAMCA+R95TA0401317MSA
AHRI ref 8387173
Efficiency 95AFUE Efficiency 12.5 EER, 15.1 SEER
Heating input 42000 Btuh Sensible cooling 20020 Btuh
Heating output 41000 Btuh Latent cooling 8580 Btuh
Temperature rise 39 OF Total cooling 28600 Btuh
Actual air flow 953 cfm Actual air flow 953 cfm
Air flow factor 0.057 cfm/Btuh Air flow factor 0.047 cfm/Btuh
Static pressure 0.60 in H2O Static pressure 0.60 in H2O
Space thermostat Load sensible heat ratio 0.81
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
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Project Summary Job: 2251
NEw �roaK euxdoiN� Date: Jan 13,2020 Second By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631495-0289 Email Tom@nybtg.com Web www.NYBTG.com
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Notes: Email: slmckay@optonline.net
Weather: Brookhaven, NY, US
Winter Design Conditions Summer Design Conditions
Outside db 16 OF Outside db 84 OF
Inside db 72 OF Inside db 75 OF
Design TD 56 OF Design TD 9 OF
Daily range L
Relative humidity 50 %
Moisture difference 32 gr/lb
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 9990 Btuh Structure 12626 Btuh
Ducts 5510 Btuh Ducts 3161 Btuh
Central vent (51 cfm) 3175 Btuh Central vent(51 cfm) 524 Btuh
Outside air Outside air
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 18675 Btuh Use manufacturer's data n
Rate/swingg multiplier 0.89
Infiltration Equipmenfsensible load 14566 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Tight
Fireplaces 1 (Average) Structure 557 Btuh
Ducts 700 Btuh
Central vent(51 cfm) 1120 Btuh
Heating Cooling Outside air
Area(ftz 964 964 Equipment latent load 2377 Btuh
Volume(ft3) 8222 8222
Air changes/hour 0.23 0.09 Equipment Total Load (Sen+Lat) 16943 Btuh
Equiv.AVF (cfm) 31 12 Req. total capacity at 0.70 SHR 1.7 ton
Heating Equipment Summary Cooling Equipment Summary
Make Rheem Make Rheem
Trade RHEEM Trade RHEEM
Model R95TA0401317MSA Cond RA1424AJ1NA
AHRI ref 6465026 Coil RCF2417STAMCA+R95TA0401317MSA
AHRI ref 7607053
Efficiency 95 AFUE Efficiency 12.5 EER, 15.1 SEER
Heating input 42000 Btuh Sensible cooling 16800 Btuh
Heating output 41000 Btuh Latent cooling 7200 Btuh
Temperature rise 47 OF Total cooling 24000 Btuh
Actual air flow 800 cfm Actual air flow 800 cfm
Air flow factor 0.052 cfm/Btuh Air flow factor 0.051 cfm/Btuh
Static pressure 0.50 in H2O Static pressure 0.50 in H2O
Space thermostat Load sensible heat ratio 0.87
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
- =iahtsoft- 2020-Jan-20 13 10 04
•a »a^ ^ G^a Right-Suite®Universal 2019 19.0.15 RSU26095 Page 2
ACCA ..Fdes\Content IE5\WZIMRAT D\150-Blossom—Lane.rup Calc=MJ8 Front Doorfaces. E
AED Assessment oat 225113 2020
NEW YORK BUILDING
® ��:o'�:° First By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone*631495-0289 Email.Tom@nybtg.com Web www.NYBTG.com
ffiMII1111 I'M 11111
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Email: slmckay@optonline.net
® - • o • •
Location: Indoor: Heating Cooling
Brookhaven, NY, US Indoor temperature(°F) 72 75
Elevation: 82 ft Design TD (°F) 56 9
Latitude: 41 ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1
Dry bulb(°F) 16 84 Infiltration:
Daily range(DF) - 15 ( L )
Wet bulb(°F) - 72
Wind speed(mph) 15.0 7.5
Hourly Glazing Load
8,000--
7.000--
6,000--
5,000-
4,000--
3.00D--
2,000--
1,000--
0
,0007,0006,0005,0004,0003,0002,0001,0000
8 9 10 11 12 13 14 15 16 17 18 19 20
H—of Day
A�
Maximum hourly glazing load exceeds average by 22.0%.
Zone has adequate exposure diversity(AED), based on AED limit of 30%.
AED excursion: 0 Btuh
wrlghtsoft, 2020-Jan-20 13:10.04
�'+�— AM*•��w a• •f o,-••. Right-Suite®Universal 2019 19.0 15 RSU26095 Pae 1
fll.� 9
...Files\Content.IE5\WZIMRATD\150_Blossom_Lane.rup Calc=MJ6 Front Door faces E
AED Assessment oat 225113,Bozo
NEW YOfiK ® SUILD�oNG
Second By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email.Tom@nybtg.com Web,www NYBTG.com
milli lom
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Email: slmckay@optonline.net
111%ill:111w 111 1111;11'
Location: Indoor: Heating Cooling
Brookhaven, NY, US Indoor temperature(°F) 72 75
Elevation: 82 ft Design TD (°F) 56 9
Latitude: 41 ON Relative humidity (%) 30 50
Outdoor: Heating Cooling Moisture difference(gr/Ib) 25.3 32.1
Dry bulb(°F) 16 84 Infiltration:
Daily range(°F) - 15 ( L )
Wet bulb(°F) - 72
Wind speed(mph) 15.0 7.5
Fill
• ® - • • •
Hourly Glazing Load
7,000
8,000
5,000
4,000
A
3,000
2,000
1,000
0
8 9 10 11 12 13 14 15 16 17 16 19 20
i dD.y
Maximum hourly glazing load exceeds average by 21.0%.
Zone has adequate exposure diversity(AED), based on AED limit of 30%.
AED excursion: 0 Btuh
=Ightscl 2020-Jan-20 13 10.04
.M.• n.•. m, Right-Suite®Universal 2019 19.0.15 RSU26095 Page 2
...Files\Content.lES\WZIMRAT D\150_Slossom_Lane.rup Calc=MJ8 Front Door faces E
NFW YOPKRight-M Worksheet Job: 2251
i Pu;oiN� Date: Jan 13,2020
First By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495.0289 Email Tom@nybtg com Web:www.NYBTG.com
1 Room name First Bed 1
2 Exposed wall 163 0 ft 30.0 ft
3 Room height 8.0 ft d 8.0 ft heat/cool
4 Room dimensions 10 x 236.0 ft
5 Room area 1455.8 ft' 236.0 ft'
Ty Construction U-value Or HTM Area (ftp Load Area (ftp Load
number (Btuhff -017) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 'W."72E 0sw ``.;';;'x0.065' ,n; 3:6fi 0.78 W220 ,`220 ,, , 805' 172 `,112'x" :„ 112 ° 410''”,' 87
IW —� 12F-Osw �� f 0.065 �e 3.66 0.78 432 311 1138 �� 243 128 99 363 �" �'77
NYBTG Default 0 350 a 19.70 36.21 99 0 1955 3592 29 0 567 1041
�p 11J0 0.600 e" 33.78 13.92 22 _ 22 736 303 0 0 0 _0
11 'W:7`` 12F-0sw' „,;0.065` s,";wT "966 0.78 220 202 738 +e157 0__. O r0
;ou�l 33.78, 13.92 . '18' �. :°X18 622. 256 9. 0 n0 ww� «0` 04LL0
W 12F-Osw 0.065 w 3.66 078 432 347 1269 271 0 0 0 0
NYBTG Default 0.350 w 19.70 36.21 45 0 887 1630 0 0 0 0
_ NYBTG Default _0 350 w 19.70 3621 40 0 792 1456 0 0_ 0 0
C 16B_30ad x`0:032ry,1:80 1.49 „4 _28 '428 771 _ '640 °236, 236_ 425 _ 353
F 19A-19bswpy. 0.049_ 2.1«6 036 1456 1456 3147 520 236 236 510 84
i' s" "" F vU�',.a: ` - i� ,�rm„4n « ,�.c,” ;"' ,"7'
T='
�,.«e.. ...dwk.,'.....,..,.• �"......._ , �..,.,,w.�,. �„ ._n...,. >�.'wA,..a�...m. .....W. _.........w ......». <w..�.�....__ .. ._., _ .„-. _..,....wW,.
",9n�""� 'i"° iro '�""'=' i3'"✓"y , - e,'a;r'n"""»EPv_^eXi
7m„._.,:L". .c-w.....� z:s_. .. �.� w y__ a�_
«
__ _
7-
'Z7
OF Y _rr m"";;ti="' "r""«" `""T^t.;«-�t:Y` _ _ __;'r,;;ti ",,,(� „i'
n,��� .�a£" �,✓v�e'i'. -,� .q;" sr,"N. ��, -.,_.k, �y ba��_._�N_,."g,.�i�","� - ` - - - -;fir - �.� r`;mta;«�';Y`'�T4�
`v
.»,....... b.
srnRVfr,"�'7. �,,�». �„,w,�... .�",��-7t;;�ra„(r^a'`�''A��&"�a",°�,�vPrti?,"+^-" '"ii�•.�„_ p
X'���........e.��
14 w�. ,:'+
•,-T, "`��,+«" ,re'a.„-'x^m- i it„'gym"<y.�.v, rM-?14"N't+rs�,r 7"'1 'r,” =
4'C.S.,aCa:, w`h��i,'��'_1k:'7Ii2u:J�,Si:E
=2,•`m�.a:.,.a"z= "mr. i-w w,.-..: . w _ ,�...._"u,' -7r
71s+i 'k
61 c)AED excursion 0 -116
Envelope loss/gain 12860 9239 2275 1527
12 a) Infiltration 2385 150 439 28
b) Room ventilation 0 0 0 0
13 Intemal gains Occupants @ 230 5 1150 0 0
Appliances/other 9157 1050
Subtotal(lines,6 to 13) 15245 19695 2714 2604
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 15245 19695 2714 2604
15 Duct loads 10% 2% 1584 382 10% 2% 282 51
Total room load 16829 20078 2996 2655
Air required(cfm) 1 953 953 1 1701 126
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-�}+- wrY-gtstsoft� 2020-Jan-20 13 10 05
Right-Suite@ Universal 2019 19.0 15 RSU26095 Page 1
Files\Content.IE5\WZIMRAT D\150_Blossom_Lane.rup Calc=MJ8 Front Door faces. E
NEW YORK&B VYL DING
Right-J®Worksheet Job: 2251
' First Date: Jan 13,2020
By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone*631-495-0289 Email Tom@nybtg.com Web:www.NYBTG.com
1 Room name Living Foyer
2 Exposed wall 16.5 ft 11 8 ft
3 Room height 80 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 150 x 13.5 ft 11.8 x 12.8 ft
5 Room area 202.5 ft' 149.8 ft'
Ty Construction U-value Or HTM Area (ftp Load Area (ft') Load
number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cod j Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12F=0stil: •, � ".0.065-,"n,- "3:66 0.78 " .ri,. 6 _ �y"_6 r22__-"� 7-7
.5 o `0 0 _ 0
W 12F-Osw - 0.065 e_ 366 _ 078 . 120 81 '334 71 94 66 240 51
NYBTG Default 0 350 a 1970 3621 29 0 567 1041 7 0 132 243
11J0- -01600 e-_ _ 33.78 _ 1392 0 0 0 __ 0 22 22_ _ ,_736 _ 303
11 W �' 12F-0sw - - 0 065 s, 3.66 0-78 6 - 6 22 5 - -� 0 - 0 0 0
E—D�,11J0 ', .�'` a _�. �..a.`0.600 �s� r33i78 e`'13.92 0�F 0 'J°' �l) 0�` _�'0 _. :0 a_.m's e,:':. 0 1� t 0
W 12F-Osw �� ��� ��0.065 w 3.66 0.78 �� 0 0 0 �0 0 0 0 0
NYBTG Default 0 350 w 1970 3621 0 0 0 0 0 0 0 0
NYBTG Default 0 350 w 19.70 36.21 0 0 0 __ 00 0 -_ 0 _ 0
C_.= - -16B 30ad ,- e" o__- W_0,032��-� _�__1.8Q___-.149 _K �__0 _:__, ..0
- -' -0- -.D
F 19A-19bswp 0 049 - 216 0.36 203 203 438 72 150 150 324 54
..- .�:.�_`_ __....,�_f. _ . ,a' -.,.. _,, s . -_ „�,1U , a-a c.. � _ �"�`» ...._ _ '- ___� °"k,7 .wry;a" •��Ti"� �i�.'�`,_'�i""��`'•
u.Co'.;°ii�"ysa..�.-
.�.�.., ",ra A._.a...-, o.._� .u.s_ _ • _ _w. w. ,— — ---...-a;.,a,. _w�.�. -._..,:_ a......w.c.. >�..a...� _�.:"t.zic�..,� .M_„x`�.`.
._
@` ,
-.a. -�n”` e. '+�,,F - t?'+�.. �;��.. .,«, ,. �;,.m„ xmv ara r,"mc,,+ f p t".
'C� ��t..t'
'�Au„ ,.�a, ,.,u"J
..�M'o`?^ 72” 7.", m._A._ _. ,�1 »a...a,,,.. .,. . a ....,,.....« ,u......«-...
6 c)AED excursion -154 -30
Envelope loss/gain 1382 1040 1431 620
12 a) Infiltration 241 15 172 11
b) Room ventilation 0 0 0 0
13 Internal gains- Occupants @ 230 2 460 0 0
Appliances/other 1400 0
Subtotal(lines 6 to 13) 1624 2915 1603 631
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1624 2915 1603 631
15 Duct loads 10°/B 2% 169 57 10% 2% 167 12
Total room load 1792 2972 1770 643
Air required(cfm) lot 141 100 31
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
f}+- wrigtitsoYC^ 2020-Jan-201310.05
Right-Suite®Universal 2019 19.0.15 RSU26095 Page 2
...Fdes\Content.IE5\WZ1 MRAT D1150_Blossom_Lane.rup Calc=MJ8 Front Door faces. E
Right-J®Worksheet Job: 2251
NEW YORK&D ID�NG Date: Jan 13,2020
First By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone.631495-0289 Email Tom@nybtg corn Web.www NYBTG.com
1 Room name Dining Powder
2 Exposed wall 24.0 ft 5.3 ft
3 Room height so ft heat/cool 80 ft heat/cool
4 Room dimensions 11.3 x 12.8 ft 65 x 53 ft
5 Room area 143.4 ft' 34.1 ft'
Ty Construction U-value Or HTM Area (ftp Load Area (ft') Load
number (Btuh/Wt-F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool- Gross N/P/S Heat Cool
Q,q rtre0
619V" e12F-0sw -� .. 0.065: n°"__ 3.86 y�•�x 0:78 '..�"a 0 ',00 0 ' 0
IW ry f_ 12F-Osw 0 065 a 3.66 0.78 90 55 201 43 0 0 0" 0
NYBTG Default 0 350 a 19.70 36.21 35 0 690 1267 0 0 0 0
11J0 0-600 a 33.78 13.92 _ 0 0 _ _ 0 0 0 0 0 0
11 Ui!'� 12F-0sw m '0:065 s 3.66 0.78 102 Y '~102 373 80' "- 42 �.42, y 154 33
" X0:600 's"� 33:78 :13.82 ism„ 0 ' , ,',' OL'o f•w0 0 _ - 0 __ `0 `w'^tr ':0 , "0
W 12F-Osw 0.065 w ��� 3 66 0 78 0 0 0 T 0 0 0 0 0
NYBTG Default 0 350 w 19.70 36.21 0 0 0 0 0 0 0 0
NYBTG Default 0 350 w� 19.70 3621 0 _ 0 0 _ 0 0 0 0" 0
1.80 -_1.49 `_ 0 -_ _ 0 :�; �0 _ 0
F _ 19A-19bswp 0.049 _ 216 0.36 143 143 310 51 34 34 74_ 12
,
,�.....M
sik.� a_ . 'w A `�;.,°'��o„'t.: ...�,.»'il°ek.:.
12,
raN- „ ..,,.—-"army, 'ya., _;d„ -:'i";i�_i�+;h", .�n'n rm,.,.y w a'"rPy r w°3 w" .z,�.. __•e_r� , '^7.^^";, „". , ,pair.n;r,m",a vw17—
T77",0mm I" -,r' ;-
71'V'11111'17 7
.
61 c)AED excursion -15 -5
Envelope loss/gain 1574 1426 227 40
12 a) Infiltration 351 22 77 5
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances/other 682 0
Subtotal(lines 6 to 13) 1925 2131 304 44
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1925 2131 304 44
15 Duct loads 10% 2% 200 41 10% 2% 32 1
Total room load 2126 2172 336 45
Air required(cfm) 1 120 103 19 2
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-F}+- wrY-gFstsolF[� 2020-Jan-20 13'10 05
""' "'"' "� Right-Suite®Universal 2019 19.0.15 RSU26095 page 3
..Files\ContentIE5\WZIMRATD\150_Blossom_Lane.rup Calc=MJ8 Front Door faces E
NEW VOflKRight-J®Worksheet Job: 2251
a Vi=ioiHa Date: Jan 13,2020
First By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email:Tom@nybtg.com Web.www.NYBTG.com
1 Room name Laundry Kitchen
2 Exposed wall 11.3 ft 17.0 ft
3 Room height 80 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 6.5 x 4.8 ft 1.0 x 208.0 ft
5 Room area 30.9 ft2 208.0 ft'
Ty Construction U-value Or HTM Area (ft2) Load Area (ft) Load
number (Btuh/ft2-0F) (Btuhlft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
60:065 = ',°rf5 0 l)' ",°°° „0
n`x .__3.66,-„--,_-0.78. .,µe 0 am ..s.�0" .m
a^,
WI -� 12F-Osw 0.065 a 3.66 0.78 0 0 0 0 0 0 - 0 0
NYBTG Default 0.350 a 1970 36.21 0 0 0 0 0 0 0 0
Lf
11J0 _ 0 600 a 33.78 __13.92 0 0 _ 0 0 0 0 0 0
11 'W 12F Osw, 0.065 s A =,3.66 0.78 ;r, ,38 38 139 ' _30 ,,32 ' 14 _2 T 'S0 . 11
1 - ;i ` r;r
_D i11J0" a °' •sa 0.600 :,s S._'1178 e13.82 v ,'uu 0 µ.;s::0" -I, -'::m0 _ ._ _0 .-_.'v x1.'18 a M x'"x.,18'.:','"'rs:`822 m 256
W 12F-Osw 0 065 w 3.66 078 52 52 190 41 " 104 94 344 73
f--�i NYBTG Default 0.350 w 19.70 3621 0 0 0 0 10 0 197 362
l--G NYBTG Default 0.350 w 1970 3621 0 0 0 0 0 0 0 0
C�a 16B 30ad' "`"' ,,_0.032'_ - '1`.80 .1.49 Q«._ 4�0 u°0 _ _0' 0, 0 0 0.
_ ._..
F 19A-19bswp 0.049 - 2.16 _036 31 _ 31t_ 67 11 208 208 450 74
„,w. iF�,.-,;al'' ^ ,mx";a.x�r�� "r^ �s•.^ ,xt�A��a,��M,7Nz,,r�v� %imir6"�d^^ -a^rr;^;
�..�, .w,.a.; 4_;'rc,'�'us�c'e:»�..a;�� a..M._.»a;�,.. � ._M.�_» ..ad�._� ^".^..�
."-. ,�,,:�_""""r �.P„''"`�. ....��._ Viz;,'^*^,�.. 7,-,
na,:.J`€m^rw^i�' '�" e k", :t t5,as r»ar:«tnv.
-
_��,�_ .,. .✓a...a.�. ,.._.<.-.L..m�_ a...3.'.-. p`�.6a SSL."„,:.._.� .,._ __ c_.,.-urL.:..�..:....w.w`.+w,.l.,in..d�'w:.i:w='?r a.wr...a._:., u....._.w.+w1.d...,.a_.v_Z.S v..-n�,�s.�
',77 717','`""^:'s"r, "a •,czr, ^.�-.� .,q77,. . . `,r°, �,paooc - r�-:n,^,. .M.-r, "�".k„,
_ - ..
-
a,....,.-.� ,..:...,..._....,-„.m3"."a,.,...... ...a,--,�._...«_..� ..a., i.-._.. w__ -�..,..a__ »,.m....�.✓^"F ..�..,es..-, M.. ...«..F,.� _�_.n,.-.�vo ..,_ .a.�..+-� .,-� ,..w. 4,.a.-....-..
'wxt^ �.� '"�,r5"•`�..,rc-gmm..rc '.`ismi";7'j�ts .,��;.myxiG�f ,-r`6�,9. �. .,. �,..�-.�. „ K �mm,�_,,
`���.�5
`k "�',. -
.,.w..-_,z1. ....m.k ..� kL' :.`it'"Rd^�a�,Y2x,;���^����sa;��� a�ar�ia�^�.:�a.�.,:;ria1iC£,.a�'...
.1..,.9?a8"- -.w... n...,.....v.,...�,.>.'`°_ ......�...�..m..A. s_-+.....« ,_An ..,�._.... . ;_� .....�. ,... _a....«..:_-.... v..e.w. .t-%zt ua..MT ,a........k... ..
-_ -}+-sem rc _ -_ - -r ,r�r»,.. .4nrm u.-,v. ..`... -- _x _ - ar..•-wwtt'-e."
:i:. <'2 i.111'111111'1111'1'_"
.1�t'1P,1_1111 ata.m.,�. 'L"' "Sr ` " I d!"''
,:`.." .<. :a.'rv»s
rb ms's 1'd" -"�'`
°=°
�� "' ;gym ,• „� e ., _ . ". ^� w N
'TL; 7-
LE-712-1:1-:11-173
L^u:�.11-173 � �a5?�,,a".-W "u01, 2 -777717',
.`._
6 c)AED excursion -101 -318
Envelope loss/gain 396 -20 1663 459
12 a) Infiltration 165 10 249 16
b) Room ventilation 0 0 0 0
13 Internal gains. Occupants @ 230 0 0 0 0
Appliances/other 841 3784
Subtotal(lines 6 to 13) 561 831 1912 4258
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 561 831 1912 4258
15 Duct loads 10% 2% 58 16 10% 2% 199 83
Total room load 619 848 2110 4341
Air required(cfm) 35 40 119 206
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-41- wrigFstsoTt- 2020-Jan-2013.10.05
`... Right-Suite®Universal 2019 19 0.15 RSU26095 Page 4
..Files\Content.IE5\WZIMRATD\150_Blossom Lane.rup CaIc=MJ8 FrontDoorfaces• E
NEW YIIIK&11111IDINi
Right-JO Worksheet Job: 2251
First Date: Jan 13,2020
New York Building Technology Group By: Tom Baccarella
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web:www.NYBTG.com
1 Room name Bath 2 Closet
2 Exposed wall 22.0 ft 7.0 ft
3 Room height 80 ft heat/cool so ft heat/cool
4 Room dimensions 1.0 x 1225 ft 10 x 689 ft
5 Room area 1225 ft' 68.9 ftz
Ty Construction U-value Or HTM Area (ft5 Load Area (ft5 Load
number (Btuh/ft'°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
-71
8 ;W' �12F=0sw .__tis' _ -- _0,065 ".3i66 t,.0 78'._ X102 _ ;102 - ,373 �, ^.80 _ 0
W 12F-Osw 0 065 e- 3.66 0.78 0 0 0_ 0 e,. ;0 0 0 __ 0
NYBTG Default 0 350 a 19.70 3621 0 0 0 0 0 0 0 0
11,10 0.600 a 33.78 13.92 _ 0 _ 0 0 0 _ 0 __ 0 _ 0 0
11 W- a12F 05w. Y- -- ,•w 0.065 s' t 3.66 0.78 0 0 - ,'0 '0 0 0 ,; ' 0
"* k ,."A An �'^, „b< <1,; lay''„ M6fiy; '"t^', yil,di '�
00: s,ai li;.1,.",,33.78 t&1,13.92 t:°" _ O t'.�,a .» :`.0:�G�w 4&,.' O 1,,` 0 V a<_ A:� ___: 'u;0. > u �.0161,1&0
W 12F-Osw 0.065 w 3.66 0.78 74 74 271 58 56 56 205 44
NYBTG Default 0.350 w 19.70 36.21 0 0 0 0 0 0 0 0
NYBTG Default 0,350 w 19.70 36,21 0 0_ 0 0 0 0 0 0
�C_ i 6B 30ad N —,-0.032 1 80 1:'49 - ,_.123, 123_ 71j _�83 _ 66 ° 66 �`�� 119;e 99
-__ _ _ __. _ _...,... ........ _.a. ...
F 19A-19bswp Y 0.049 - 216 0.36 123 123 - 265 44_ 69 69 149
..,..,5^ ,- ,garAr�w,�� N.��`��r^71T.^s25
..... �".�. ,..,.,. .;i"tr'._';�'�_. ��� __._.,,.�_- .._ .__..._.^ .,�..'���-..:..r :_,�.._•__ »__x->s_.-.. __ .tea:? x__e$�__.. '_".!�•<> J..�'��.�d L'.k._�,: _�._ _...__
77
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-71
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,_
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o� w,i- :r�,�.« ;��q`r r�'kr..„r^^�.-.•, ;;tri^i u,mmk _ ,d,•�'- - r" 'F'+'"�'' °�a�"wn,-,. G;Y�r5p
� -.. •,ip v "r' eh '. � ,na �I�o :+"+'��"-i�7'.` °'�ei ;,,,�,«a Te"'
..J_
11,171,
T` ,2.µ .""i`.. -,t"t^°" _ a.•y^, �J^ .-1� wi�ii4' .`tnF�^ '6m;;'"
EZ Al
6 c)AED excursion 42 -19
Envelope loss/gain 1130 322 473 148
12 a) Infiltration 322 20 102 6
b) Room ventilation 0 0 0 0
13 Intemal gains Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal(lines 6 to 13) 1 1452 343 576 155
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 1452 343 576 155
15 Duct loads 10% 20/6 151 7 10% 2% 60 3
Total room load 1602 349 636 158
Air required(cfm) 91 17 1 36 7
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
- wrigtitso�t^ 202D-Jan-2013.10.05
' "` Right-Suite®Universal 2019 19.0.15 RSU26095 Page 5
...Files\Content IE5\WZIMRAT D\150_Blossom_Lane rup Calc=MJ8 Front Door faces• E
NEW YORK BUI,I DIN 6
Right-JO Worksheet Job: 2251
First Date: Jan 13,2020
New York Building Technology Group By: Tom Baccarella
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone,631-495-0289 Email Tom@nybtg.com Web.www.NYBTG.com
1 Room name Family
2 Exposed wail 18.3 ft
3 Room height 80 ft heat/cool
4 Room dimensions 1.0 x 259.6 ft
5 Room area 259.6 fP
Ty Construction U-value Or HTM Area (W) Load Area Load
number (Btuh/ftl,-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
;'"""7-m y+; - ,a 9 Y� I w mr, ,�.�..�.. .est,.
6 W _. "12F=0sw�. �w Ww�' 't .r0i065 w n _..fir, 3.66w 0.78Xsx ""'°0.��Y t'� �i� 0 _ 0 = 0 ��=�r �'
W 12F-Osw 0.065 e» 366 078 0 0-» 0 0
NYBTG Default 0 350 a 19.70 3621 0 0 0 0
11J0 0.600 e 33.78 1392 0 0 0 0
11 W ;12F'-0sw,' ;h 0;065"^s w 3.66 X0:780` ;i 0
I ', _
—D A,11J0 _ ,, 0:600 s >W.33:7,8 .`„x:13.92”G' 'r r a0: i;;9us0° 0 ..:.'m;,.•"0
IW 12F-Osw 0 065 w 3.66 0.78 146 71 a 259 55
I--�i NYBTG Default 0.350 w 19.70 36.21 35 0 690 1267
L NYBTG Default 0.350,,w 19.70 _ _ 36 21_ 40 __0 792 _»1456
_C 16B 30ad _�_a 0.032 _ _ 1.80_ 1`.49 3-_�� 3 < _ g __--- 5
F 19A-19bswp 0.049»�-- - 2.16 0.36 --260 260 561 93 - �-
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71
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- "C n i. • '" mew.-,� ^.,+t+M
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»e'i '�.,'., _ »e'10.,.�'dr ',h`T-,.;,��d� *.��ial; laf";a ;Q'�il,i lq.�i!"17
h4 .tea �iV.
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_�..._ ....,.._._ ..,a.max..».s._,_, .,.. _.,m.. .�....»., _•..� .,W_.__.-... ..,.._1m_ak».,._f:' ._...a.•....» .-..._.._... ,_.»-» .x..e...«... w »..._.....u' ,..:.
� ,.._....u°�.s.....�...",.,,". ,m_" 7'
171
"W.s_,;3z��m• ` �'_'�.._.,.,..3a="-*
„'rR."
-0,0., '�'`s �.._�^b;4yyH" ,«"€` °�a",V' ,'�""�'�".r�="dt z___ _ __ ;,^,- _ ^f;u,.. - _ w«..-'�^r•-- •p�N��n.p�a,;-'°_--•e .,*«.-,._
`,'' �,'_ _ :,....t��;,,- _ - •„*o*. .n.iltm�,X�oa»
61 c)AED excursion 800
Envelope loss/gain 2308 3676
12 a) Infiltration 267 17
b) Room ventilation 0 0
13 Internal gains' Occupants @ 230 3 690
Appliances/other 1400
Subtotal(lines 6 to 13) 2575 5783
Less external load 0 0
Less transfer 0 0
Redistribution 0 0
14 Subtotal 2575 5783
15 Duct loads 10% 2% 268 112
Total room load 2843 5895
Air required(cfm) 1611 280
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-Fp- 2020-Jan-20 13 10 05
Right-Suite®Universal 2019 19 0 15 RSU26095 Page 6
Files\Content.IES\WZ1MRATD\150_Blossom_Lane.rup Calc=MJ8 Front Door faces E
NEW Right-M Worksheet Job: 2251
YOPK BUIJIDiN
Date: Jan 13,2020
Second By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com
1 Room name Second Bed 3
2 Exposed wall 131.0 ft 29.5 ft
3 Room height 85 ft d 80 ft heat/cool
4 Room dimensions 10 x 195.0 ft
5 Room area 963.8 ft2 195.0 ft2
Ty Construction U-value Or HTM Area (W) Load Area (ft5 Load
number (Btuh/ftMF) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 �.. ;
UV B".,�12F-0swry" .,',_"`;� � X0.065 :_wR�', i` 3.66' 0.78 °,a� _ °220.'--- -220" �,_p,805, 172'1 =��_110 110 403 "_'" 86
W 12F-Osw 0.065 a 3.66 0.78 304 223 815 174 120 " 91 -334 _ 71
NYBTG Default 0.350 a 19.70 36.21 81 0 1601 2942 29 0 567 1041
11J0 0.600 e _000 000 0 _ _ 0__ 0_ _ 0 0 _ 0 0 _0
11 VII 12F OsW, 0:065
"a, ,x 3,68 0.7 — '220 22,0 8'05 172, 6 h;" 6
"t„� ,aa, iw .f1" s-�"}r,,c-
_ ' �,4 m'0.00 ��0:00. r,,,� 0 ; ��0 0- ,"0. �..�.0. 0,
IW 12F-Osw 0.065 w " 3.66 0.78 304 237 865 184 0 0 0 0
NYBTG Default 0.350 w 19.70 3621 68 0 1330 2444 0 0 0 0
L� NYBTG Default 0.350 w 000 000 0 0 0 0 0 0 0 0
:80 ` '"1:49 , x1'028 _' ,1028 _ fl§t 1 36 ___ 195 _x,195 _ �'351'_ _X291;
F 19A-19bswp, 0.049 0.00 000 0 0 0 0 " 0 0 0 0
_,a_:.....,_,_
a ..'.:-..::5'ca _
:;r �.'>�r^,-""^"".;;„.�,TM'_'q�. t'{ ", <<i s•w; "Fad(vs="'s"�:,,d�d>;,n�F„,_. v,'; °yr^n;,;�,�a� a �X'I,,�,,, r,y rcv.,,u�.-�.�<<a".^m`"" ; ;""" :"iII"ii
...ma...�,...�.�..a>aw.�.,ua.ei�.e.....,,..w..s:"�k.: .'i. .'.�.�tst5s Pu�`."�';,m.�2 ..•=E.�..�.x,_Y.,r.,.uzvk t:.�rl�_,cn�`C:,?.,�.3:,�a's�` _...,w ..ate...__.a.�. .._a�'"l..�T- _ _,.�. ;�dau„"..__�.u..
---.-,-... -.,rr,. ...,......._
_- --• --�. ear ,j --7 -7
�'''i nA'"' "'5,7,i 4°•'^ •�r�*•;-0' "Hi^" "'Id;�""' "i yXm;�;'i -- - -m� -- - — -
_ <..- �, . ..�, .. , „.gym ,.,-�rS•,_ ^r -,.._
,'Z
-..«..."... .w.
.-
aEt^'',&�a..
-7 7
.,�."„" .t��r =,a"� a,`.e..`" ...,_mow""
51177
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=L77
.zi -,..
�
aW`'s''7� a:k"2a
_
— +— '7---'tea
T
-.--,
6 c)AED excursion 0 -165
Envelope loss/gain 8074 76241 1676 1330
12 a) Infiltration 1917 120 432 27
b) Room ventilation 0 0 0 0
13 Internal gains Occupants @ 230 0 0 0 0
Appliances/other 4882 1050
Subtotal(lines 6 to 13) 9990 12626 2108 2407
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 9990 12626 2108 2407
15 Duct loads 55% 25°/D 5510 3161 55% 25% 1163 602
Total room load 15501 15787 3270 3009
Air required(cfm) I 1 8001 800 1 169 152
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-F� wrYgl�tsof't'° 2020-Jan-20 13.10 05
Right-Suite®Universal 2019 19.0 15 RSU26095 Page 7
...Files\Content IE5\WZ1MRAT D\150_Blossom_Lane.rup Calc=MJ8 Front Door faces E
NF\Y YOBN BUI,i01H6
Right-JO Worksheet Job: 2251
Second Date: Jan 13,2020
New York Building Technology Group By: Tom Baccarella
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com
1 Room name Upper Foyer Computer Room
2 Exposed wall 0 ft 24.0 ft
3 Room height 8.0 ft heat/cool 80 ft heat/cool
4 Room dimensions 8.0 x 8'0 ft 11.3 x 128 ft
5 Room area 0 ft2 143 4 ft'
Ty Construction U-value Or HTM Area (ftp Load Area (ft') Load
number (Btuhfft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6cW ,12F-0sW.> �.a u '0.-065 n '3.66 _ 0.78 0. _t 0
W 12F-Osw 0.065 a �� 366 618 0 0 0 0 90 73 265 57
NYBTG Default 0.350 a 19.70 3621 0 0 0 0 18 0 345 634
11JOmm 0 600 a 0.00 000 0 _ 0 _ 0 0 0 0 0 _ 0
p,12F-0sw s. 0.065 s, < .e 3:68 >r ,0:78 : - 0^ „r'rt,r°t-FO, s, , �0 .0 - 102,', .,102 ,,, 'V ,373 80
�`i,' ,', .s., u , a,CM,�, ,.�5:���F'' ;P,s �,
i @0 �r__ ___; a _ 0:600_wSM 0.00 0.00 w",._-....0 �, w _0 �_, 0 �,_ 0` 0 _ 0 ,`9YAi<�_-:0 i0
m.;..! k< ..got
___ _ �.'.
W 12F-Osw 0.065 w 3.66 0.78 0 0 0 W> 0 °c M O 0 0 Y 0
NYBTG Default 0.350 w 1970 36.21 0 0 0 0 0 0 0 0
_ NYBTG Default 0.350 w_ 000 000 0 0 0 D 0 0 0 0
C° _16B 3Oa`d', ___„_ '0.032, _ 1.80 _ 1:49 _ _""84__ _° 84 .� �115143` _"__ 143 258. _° _214:
F 19A 19bswp. _ 0.049 0.00 000 0 _ 0 0 0_ _ 0 0 0 _ 0
>,_> Ali:e""o "a>.,._ ""w•,�.�:.,,-.b ,w ,,._._.._ "�..Go"�,„�� _'-__ .. .�u< i „ ,t-m_ < ,�,r�, �..�m ',n° < _�-ws- - .:..>w..�.. >_ .�u %;=
7—
J-1
and& ,.w_n° _�.,., ...�_ ,....kw.u? ...«” „>,e
,�,..,. °�. x,.�".,.�« .�1, ».u,��i,„�, "��a''nm �:,eSo> .'aroFF -„.«as.,..'_""� aa;. mnr
-
-" �,a ;«. ,�,..<-�.. -y-ry,. 17
^^^_,� ""; -. .rte,-.. ,r�_"-er`"" --�'-,,, >x^r mr,_• '>--- °-'m'--^^
61 c)AED excursion -13 -255
Envelope loss/gain 115 83 1242 729
12 a) Infiltration 0 0 351 22
b) Room ventilation 0 0 0 0
13 1ntemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 1 1732
Subtotal(lines 6 to 13) 115 83 1593 2483
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution -115 -83 29 21
14 Subtotal 0 0 1622 2504
15 Ductloads 55% 25% 0 0 550/0 25% 895 627
Total room load0 0 2516 3131
Air required(cfm) 0 0 130 159
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
► wrigr�tsoft^ 2020-Jan-2013.10.05
ASA Right-Suite®Universal 2019 19.0.15 RSU26095 Page 8
...Files\Content.lE5\WZIMRATD\150_Blossom_Lane.rup Calc=MJ8 Front Door faces E
NEW YORK `* �8��,o�« Right-JO Worksheet Date: Jan225 13,zozo
Second , By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Budding 1 Suite B,Miller Place,NY 11764 Phone,631-495-0289 Email Tom@nybtg corn Web www.NYBTG.com
1 Room name Hall Bed 4
2 Exposed wall 11.8 ft 27.3 ft
3 Room height 80 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 1.0 x 138.8 ft 1.0 x 180 3 ft
5 Room area 138.8 ft' 180.3 ft'
Ty Construction U-value Or HTM Area (ft') Load Area (ft2) Load
number (Btuhfft'-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W7_"' "12F 0seii; ° _ 0:065 n '3=66` � °_"0.78 0 _-- 0 - ''d,�—_ _- o" _ -110`� f10
W 12F-Osw n ,. 0.065 a 3.66 0 78-� 94 59 216 46 0 0 0 0
LII�`� NYBTG Default 0.350 a 19.70 36.21 35 0 690 1267 0 0 0 0
— 11J0 0600 __e _ 0.00____0.00___ 0 _ 0 0 0 0 0 0 0
11 11V, ;12F 0'sw __ -_. ;0.065 s 3.66 0.713 _0- - ___0. v 11, 0 S -_ 0 O -_. ._.O- LO__.�_.__O
'� 11J0° .�t°`k .���. _ � a�s0.600,�imsa ir:np'.0.00 a0.00�t"'.w Oat ����0� mss:'_. 0 � A{'" ��v".0
W 12F-Osw a 0.065 w 3.66 0.78 0 0 M 0 0 108 74 272 58
I--�i NYBTG Default 0.350 w 19.70 3621 0 0 0 0 34 0 665 1222
L—G NYBTG Default _ 0.350 w w_ 0.00 000 0 0 _ 0 0 0 0 0 0
Cu^"`' 1:49 4 _ `138 ry_'_ 139 `,250_ -_207 _180" ,180 N, ' 325270
F 19A19bswp 0 049 4 - 0.00 0.00_ 0 0 0 0 0 0 0 0
--
.���..�
"I'll VI�4171
,,.,-
_`. _ y..
. - .......,..�,.:.. -_....«�.._....._.aa .,n,ra.M..,,,.., - ,:..:... .'., �._a,ur:, ...._...:'.0 ..,,....'.,.,..,:° _..._.....� ,....,.....� _ t�.�z- •-.
.�;a
-i"71 y$ ma!i," .;. ^ ,;.,y. M�tr���n�-t,• u� inti,^rt
- ......._ --
�s^,w-u� F„a�•� ,��r ti o - - r
_
,..�.vyyi_..,,#.-- u. _n.nm..„.�m"� �C ,u, „i Y• a n `m��M Gdrr
r' aq
,o__ 12 6
6 c)AED excursion 10 228
Envelope loss/gain 1156 1531 1664 1864
12 a) Infiltration 172 11 399 25
b) Room ventilation 0 01 0 0
13 Internal gains Occupants @ 230 0 0 0 0
Appliances/other 0 1050
Subtotal(lines 6 to 13) 1327 1542 2063 2939
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistnbution 77 55 0 0
14 Subtotal 1404 1597 2063 2939
15 Duct loads 55% 25% 774 400 55% 25% 1138 736
Total room load 2178 1997 3201 3675
Air required(cfm) 1 112 101 165 186
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
-4 wrigtitsost^ 2020-Jan-2013.10.05
”" Right-Suite®Universal 2019 19.0.15 RSU26095 Page 9
..Files\Content IE5\WZIMRATD\150_Blossom_Lane.rup Calc=MJ8 Front Door faces E
NFYY YOPN BRight-J®Worksheet Job: 2251
U>;a'N`
Second Date: Jan 13,2020
By: Tom Baccaretla
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone.631-495-0289 Email Tom@nybtg.com Web www.NYBTG.com
1 Room name Bath 1 Bed 2
2 Exposed wall 8.0 ft 30.5 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 80 x 10.5 ft 1.0 x 222.3 ft
5 Room area 840 ft' 222.3 ft'
Ty Construction U-value Or HTM Area UP) Load Area (ft') Load
number (Btuh/ftl�-'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool j Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 1 F-0sw a..�_. �_. 0.065 n„u -:X3.68 t,l).78 ..F _�0 .,.0..,,� r 0 „._ �O _- _ O'er 0� 0� 0
IW 12F-Osw 0.065 a 3.66 ., 0.78 ” 0 0: 0 0 0 0 b<. 0 0
�—G NYBTG Default 0.350 a 19.70 36.21 0 0 0 0 0 0 0 0
11,10 _0.600 _e 0.00_ 0.00_ 0 0 0 0 0 0 0 _ 0
11 vi/,` , , 12F-Osw zp.065 .s,WA° 3;68 °„,l):78 ,0' 0 0` ',,7;,, 0 112" ry 112 --
°a� a„t "'"'; k'' x,r^'.,rr>' r'p''� ,r-'d'�r ,'�”' S1'� f�re;.«"-^'*,«�
d, „ z° _ ,�4r. <�S1n9`',`nus, L
X11,1Oe� w w � osoo'-'ts�� o:'oo r, 0., ,L— ,o �a.:: 'o_u 'o w.�:. .. ao _o: _o
.�
a° ,n
IW 12F-Osw 0.065 w 3.66 0.78 X64 64 � 234 �� 50 132 �98 360 77
-�i NYBTG Default 0.350 w 1970 36.21 0 0 0 0 34 0 665 1222
L�
NYBTG Default, 0.350 w 0.00 0,00 0 0 0 0 0 0 0 0
0:032 ;s p" !ki a "� .. °""".��_. _ m
,a..,- x;,:!;,1:60 _�1't49„ .�.._a4 °�"�".�;_t"84: �„ '151 ��;:�26. _�222�
F 19A-19bswp_ _ 0.049 _0;00 0.00 0 0 __0 0 0 0 0 0
-, ,, , wa.., _ s u — „r,', a•,
X''A&Aa �f f.. ..�,bla.A.M^iltihW..:_ _ �,?r.,.:.�r 'd`"'w �[u '.L',ZCum mat5s'.:..."ua'G.,w
L,..'S
pfly ,diaG9P�b"+St',n'^r n"r`aM, "i`b+u', 1,xm�+' r.�a^;r^'ti,u:�ni'!� --r - y,"�Yi a. •y �.au'Y
.— i.`L'�.:;`..'`:.�@ _"
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7 77
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...� ....«..w ...,.,.»_ ,-..........�.._, S"_- .......�._...- ....�,.r...,A...- a ....c v..��....a.,s __._.1 ._1`P' sn.......,�. .,_.- .. .. ,m.
�,R��i M,�.� - ^'^" - - __ 'V��IMr•y ._'• �� ,�-mu^�.j+va ttem...
.-...,,. Fav awA°amd,.e�,.�_ kik.,«, i�.,'. ,».,.alaC...� dPt;„-4d ," �,..,.�.. vw�",'r�,.a�».<3r«"'..",.^.i•,�",aL£i�.'`� V°6 ,.
;.�„ ^`- a�'-•.°r` ° - - - . 7.w. - - =2L'
,"-
.-a._.. �..e.,..._._... ......v,.. ..._..._w _ _t,,:,°.«
�`.[..,_.�:,,.;�._--x��">'s9�Nt�oto u�✓`"_��.`G�-�_� Fw .>u�,��r�wt i.,�S�r°-��} .&a_'�'`k,��,'�� �.�-_.,��"xt',z.+,�}-ta:,.�+�-u�w6�." >" N.a,„„,- -x-
's..ia.,S%.S'wa'� ,.x........_�. ....s.,.:,'v _.�4Su.....,.
�"gxC�bb4"m•n>in"u t""."�, -•-m,_" - �„,�,..,.,ya�R s.•,"°'”" "" -"_- "9due�`t.t,.�.�,�.y " (e""'" „ °,�:.-c�, .. - �,„,,,�.„p�„
',�hifi>
, 71
"4°n„
- - --pM-r-r P"r�Mw9-�,. -r'V..r'”--?"v' wrv-
.w
!k°µ.�
--r7-—77 e — — ':--x'-
e„r.��s:e�s•,.. yam.?; „-- ,a--d.$°",",,.4, 46aw'. '�,k: ;""�,",." «� r, m- °M''T
61 c)AED excursion -24 217
Envelope loss/gain 386 151 1835 1935
12 a) Infiltration 117 7 446 28
b) Room ventilation 0 0 0 0
13 Intemal gains Occupants @ 230 0 0 0 0
Appliances/other 0 1050
Subtotal(lines 6 to 13) 503 159 2281 3014
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 10 7
14 Subtotal 503 159 2291 3021
15 Duct loads 550/0 25% 277 40 55% 25% 1264 756
Total room load 780 198 3555 3777
Air required(cfm) 1 1 40 101 1 183 191
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
i�.F- wrigF�tso¢t^ 2020-Jan-2013.10:05
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N
First Floor
103 cf140 cfm 140 cfm 36 cfm
Laundry
m CIO etL
6" 7" 7^ 6„ Bath
19 cfm
Pow r Kitchen Family
6„
16" 103 cfm 91 cfm
6"
6"
4R'=11R nfm
x 10
6" 6" 7„ 6" Bed 1 61.
Dining oyer L ng
120 cfm (100
cfm
141 cfm
Job#: 2251 New York Building Technology Gro... Scale: 1 : 97
Performed by Tom Baccarella for: Page 1
150 Blossom Lane-Southold,NY 159 Rt 25A Building 1 Suite B RightSuite®Universal 2019
225 Blossom Lane Miller Place,NY 11764 19.0.15 RSU26095
Southold,NY 11971 Phone:631-495-02892020-Jan-2013:11:22
Phone (631)765-8003 www.NYBTG.com Tom@nybtg.com E5XWZIMRATD\150 Blossom Lane.rup
slmckay@optonline.net
N
Level 2
Bath 1 Bed 4
Bed 2
96 cfm 96 cfm 40 cfm 93 cfm 93 cf
6" 6" 6" 6" 6"
Vi-6
1 2 10
Hall
8"
800 6" 6"
Upper Foyer 7"
J
159 cfm
Computer Room 84 cfm 84 cf
112 cfm Bed 3
Job #: 2251 New York Building Technology Gro... Scale: 1 : 97
Performed by Tom Baccarella for: Page
150 Blossom Lane-Southold,NY 159 Rt 25A Building 1 Suite B Right-Sute(D Universal 2019
225 Blossom Lane Miller Place,NY 11764 19.0.15 RSU26095
Southold,NY 11971 Phone:ace,N 5-0289 2020-Jan-20 13 11 22
Phone:(631)765-8003 ...E5\WZ1MRATD\150 Blossom_Lane.rup
slmckay@optonline.net www.NYBTG.com Tom@nybtg.com
( Duct System Summary Job: 2251
NEW YORK BUILDING Date: Jan 13,2020
° ^ First By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email Tom@nybtg com Web:www.NYBTG.com
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Email: slmckay@optonline.net
Heating Cooling
External static pressure 0.60 in H2O 0.60 in H2O
Pressure losses 0.31 in H2O 0.31 in H2O
Available static pressure 0.29 in H2O 0.29 in H2O
Supply/return available pressure 0.231 /0.059 in H2O 0.231 /0.059 in H2O
Lowest friction rate 0.078 in/100ft 0.078 in/100ft
Actual air flow 953 cfm 953 cfm
Total effective length (TEL) 373 ft
e • � - • mum
Design Htg Clg Design Diam II W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (Cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk
Bath 2 h 1602 91 17 0.088 6.0 Ox 0 VIFx 44.3 220.0 st3
Bed h 1498 85 63 0.086 6.0 Oxo VIFx 60.3 210.0 st3
Bed 1-A h 1498 85 63 0.081 6.0 Ox 0 VIFx 54.5 230.0 st3
Closet h 636 36 7 0.080 6.0 Ox 0 VIFx 49.8 240.0 st3
Dining h 2126 120 103 0.122 6.0 Oxo VIFx 15.0 175.0 st3
Family c 2947 80 140 0.081 7.0 Ox 0 VIFx 40.0 245.0 st3
Family-A C 2947 80 140 0.081 7.0 Ox 0 VIFx 29.3 255.0 st3
Foyer h 1770 100 31 0.114 6.0 Ox 0 VIFx 27.5 175.0 st3
Kitchen C 2170 60 103 0.127 6.0 Oxo VIFx 7.0 175.0 st3
Kitchen-A C 2170 60 103 0.116 6.0 Ox 0 VIFx 24.8 175.0 st3
Laundry C 848 35 40 0.126 6.0 Oxo VIFx 9.3 175.0 st3
Living C 2972 101 141 0.078 7.0 Oxo VIFx 42.5 255.0 st3
Powder h 336 19 2 0.210 6.0 Oxo VIFx 5.3 105.0
Trunk Htg Clg Design Veloc Diam II W Duct
Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk
st3 Peak AVF 934 951 0.078 721 14.2 10 x 19 ShtMetl
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•
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk
rb1 Ox 0 953 953 75.3 0.078 683 16.0 Ox 0 ShMt
- - wrightSaft® 2020-Jan-20 13.10:05
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PNVPi 9
..Files\Content.IES\WZIMRATD\150_Blossom_Lane rup Calc=MJ8 Front Door faces• E
Duct System Summary Job: 2251
NEW YOflK BUILDING Date: Jan 13,2020
"x o c
Second By: Tom Baccarella
New York Building Technology Group
159 Rt 25A Building 1 Suite B,Miller Place,NY 11764 Phone 631-495-0289 Email,Tom@nybtg.com Web,www.NYBTG.com
For: 150 Blossom Lane- Southold, NY, Scott McKay
225 Blossom Lane, Southold, NY 11971
Phone: (631) 765-8003
Email: slmckay@optonline.net
Heating Cooling
External static pressure 0.50 in H2O 0.50 in H2O
Pressure losses 0.29 in H2O 0.29 in H2O
Available static pressure 0.21 in H2O 0.21 in H2O
Supply/return available pressure 0.146/0.064 in H2O 0.146/0.064 in H2O
Lowest friction rate 0.076 in/100ft 0.076 in/100ft
Actual air flow 800 cfm 800 cfm
Total effective length(TEL) 278 ft
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FR (in) (in) Mati Ln (ft) Ln (ft) Trunk
Bath 1 h 780 40 10 0.083 6.0 Ox 0 VIFx 10.8 165.0 st1
Bed 2 c 1888 92 96 0.121 6.0 Ox 0 VIFx 15.0 105.0 st2
Bed 2-A c 1888 92 96 0.094 6.0 Ox 0 VIFx 5.0 150.0 st2
Bed 3 h 1635 84 76 0.105 6.0 Ox 0 VIFx 33.3 105.0 st1
Bed 3-A h 1635 84 76 0.079 6.0 Oxo VIFx- 25.0 160.0 st1
Bed 4 c 1837 83 93 0.088 6.0 Ox 0 VIFx 24.8 140.0 st1
Bed 4-A c 1837 83 93 0.087 6.0 Oxo VIFx 18.3 150.0 st1
Computer Room c 3131 130 159 0.092 8.0 Ox 0 VIFx 19.3 140.0 st2
Hall h 2178 112 101 0.076 7.0 Oxo VIFx 17.8 175.0 SO
• •fl I® -
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk
st1 Peak AVF •487 450 0.076 584 11.1 10 x 12 ShtMetl
st2 Peak AVF 313 350 0.092 630 9.5 10 x 8 ShtMetl
P e
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct
Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk
rb2 Ox 0 800 800 85.0 0.076 573 16.0 Ox 0 VIFx
- wrightsoft® 2020-Jan-20 13.10 05
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®�� PFS Corporation d/b/a PFSTECO
PFSC)O An Employee-Owned Company
Richard Bird January 28,2020
Muncy Homes,Inc.
1567 PA Route 442 East
P.O. Box 325
Muncy,Pennsylvania 17756
Re: Muncy Homes,Inc.,Muncy,PA
NYSDOS Systems Approval No.M1387-2019-132
Submittal: 32923 Scott Residence at 150 Blossom Lane in Southold,NY in Suffolk County
Dear Mr.Bird, -
Enclosed please find one (1)electronic copy of the accepted documents for the above referenced
manufacturer.
PFS Corporation has completed a review only of the enclosed documents and found them to be within
the approved systems documents on file with New York Department of State Codes Division and
comply with the Uniform Fire Prevention and Building Code which incorporates the 2015 International
Residential Code as modified by New York State, 2017 Uniform Code Supplement and 2014 National
Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved
systems documents only. The Design Professional of Record is responsible for the accuracy and
compliance of the attached plans.
To the best of our knowledge,these plans have been found to be within compliance with the State of
New York Rules and Regulations, Department of State, Title 19 (NYCRk), Chapter XCXII Division of
Code Enforcement and Administration,Part 1209 Regulations and Fees for Factory Manufactured
Buildings.
This is a file copy for your records, review and approval. Should you have any question,please feel free
to call this office at any time.
Sincerely,
Michelle M. Floyd
Staff Plan Reviewer Digitally signed by Michelle Floyd
Michelle DN-m=Michelle Floyd,o=PFS-TECO,
"R!"email=m¢helle Floyd@plsteco corn,
michelle.t]oyd(a�pfsteco.com
Northeast Regional Office
Floyd d Date 2020 01 28 14 4453-05'00'
Enc: As stated above.
Cc: PFS—File copy
Donald Thomas, Jr.,AIA(DOS)
57,0.784.8396. 1115 Old BerwickJRd. - Bloomsburg,PA 11815 'r
T
TESTED
WWW.PFSTECO.COM `MARKS YOU CAN BUILD ON
ti
DIVISION OF BUILDING STANDARDS AND CODES
STATE OF NEW YORK
DEPARTMENT OF STATE
ONE COMMERCE PLAZA ANDREW M. CUOMO
99 WASHINGTON AVENUE GOVERNOR
ALBANY,NY 12231-0001 ROSSANA ROSADO
TELEPHONE:(518)474-4073 SECRETARY OF STATE
WWW DOS.NY GOV
October 18, 2019
Mr. Richard Bird
Muncy Homes, Inc.
1567 PA Route 442 East
Muncy, PA 17756
NYS RESIDENTIAL MODULAR SYSTEM RENEWAL
NEW SYSTEM APPROVAL NUMBER: M1387-2019-132
PREVIOUS APPROVAL NUMBER: M1387-2017-123
Dear Mr. Bird:
In reference to your written application for approval received September 12, 2019 to construct Factory Manufactured
Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models
designated M1387-2019-132 is hereby approved to allow such construction in compliance with the NYS 2016 Uniform
Code (2015 IRC &NYS 2017 UCS). This approval is authorized under Title 19 NYCRR Part 1209 and will remain in
effect until October 18, 2021, unless sooner revoked, and is subject to renewal at that time.A revision in the adopted
code version will also warrant a revision in this approval. The conditions of this Systems Approval also include the
following:
Construction Classification: Type VB
Maximum Ground Snow Load: 90 PSF
Seismic Design Category: B, C or DO
Townhouses shall be designed to Seismic C or DO
(Per 2015 IRC Section R301.2(2)
Wind Speed: 115 mph to:5139 mph Vult
Wind speed >140 mph will require engineered design. Individual projects located
in regions having a ultimate wind speed of 140 miles per hour or greater shall be
submitted to the Division for review and approval.
Exposure Category: Exp C(standard) Exp D(optional)
Climate Zone: 4, 5, and 6
Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane
Prone Regions"and "Non-Hurricane Prone Regions."
1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about
project location, dwelling type, production serial number, and approval number.
2. Individual permit sets are to be submitted to your independent third party agent for review prior to fabrication. Any
deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately
undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design
professional registered to practice in New York State._ The design professional must also provide a statement on
the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of
plans and specifications. Additionally, the certifying design professional shall not be in any way affiliated or
associated with the manufacturer's third party quality assurance agency. The following statement may be used to
provide this certification;
Page 1 of 3
"The plans and specifications of this permit plan set are derived from and consistent with the systems set of
plans and specifications approved and on file with the Department of State, which were approved on
October 18, 2019 under Systems number M1387-2019-132."
The approval identified above is limited to all construction that takes place in the factory Site related work including
installation and connection of the building and/or components,foundations, mechanical connections, stairs, decks,
etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be
presumptive evidence that the factory manufactured home or component complies with the provisions of the 2015
IRC and the NYS 2017 UCS. If the code enforcement official believes that any factory manufactured component is
in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further
review and/or determination.
3. All trusses designed for use in Modular Buildings shall meet the requirements of the 2015 IRC and the NYS 2017
UCS and the design methodology associated with the ASCE 7-10 design standard.
Individual permit plan sets shall provide as a minimum the following information:
Cover Sheet which provides information on:
• The homeowner/project name, project,address including Zip Code and County location
• Structural design criteria listing applicable design loads such as ground snow load,seismic design category,
wind speed, live loads, dead loads,flood hazard, etc.
• Applicable building codes and design specifications
• Energy code information including method of compliance, the climate zone used for thermal design
parameters, and a statement by a design professional certifying that the plans are in compliance with
Chapter 11 Energy Efficiency of the 2015 International Residential Code and the 2016 Energy Conservation
Construction Code Supplement of New York State
• The Occupancy Classification,Type of Construction and square footage
• Applicable general notes
• Index of drawings
• Manufacturer's title block
• List of items NOT being provided by the modular manufacturer
• Verify the intended foundation type and show height above grade, and if the AHJ has determined whether
the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System.
• Additionally, you must verify the location of the building on the lot according to the 2015 IRC Section R302
"Fire-Resistant Construction". Identify the lines used to determine fire separation distance and provide
protection complying with Table R302.1(1)"Exterior Walls"and Table R302.1(2)"Exterior Walls—Dwellings
with Fire Sprinklers"and Table R302.6"Dwelling-Garage Separation".
Foundation Plan (informational only)showing:
• Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads
imposed on the foundation by this specific model, all of which need to be used by a design professional in
developing the final foundation design.
• Anchor bolt/hold down locations and spacing, specialty anchor locations and types
• Stairwell location and framing enclosure if required to complete the conditioned space enclosure
Floor Plans showing:
• Location of the"insignia of approval"
• Square footage area of rooms
• Amounts of required/provided light and ventilation and emergency egress window locations
• Location and amounts of wall bracing based on Table R602.10.1 and length requirements based on Table
R602.10.5, including the requirements specified in Section R602.11 for Seismic Design Categories"D0, D1
&D2"
• Location/type of fire rated wall assemblies
• Header and beam sizes
• Attic access locations
• Locations of cathedral or vaulted ceilings
• Applicable project specific notes
Building Cross Sections showing:
• Identification of structural members and roof system
• Materials used in roof and wall assemblies
Page 2 of 3
i
• Insulation locations and types, sizes and°R"values
• Field completed insulation assemblies
• Building integration details (module connections)
• Location/type of horizontal fire separation and required fire blocking
• Roof truss bracing and structural connections(uplift, lateral, etc.)
• Attic ventilation
• Applicable project specific notes
Building Elevations showing:
• Floor to floor wall heights
• Finished grade line with distance to 1st finished floor to show need for compliance with R313 for automatic
sprinkler system. Show building mean roof height(MRH)
• Siding materials
• Window types, ventilation and egress area, U values
• Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting,_etc.)
• Label emergency egress windows
,• Applicable project specific notes
Electrical Plans showing:
• Smoke and carbon monoxide detector locations
• GFCI outlet locations and arc fault protection provided
• Junction box locations for field connections and miscellaneous future installations
• Ventilation fan capacity and outlet locations
• Electrical load calculations
• Electric panel, Lighting and outlet locations
• Applicable project specific notes
Mechanical/Plumbing Plans showing:
• Drain, waste and venting layout including all pipe sizes (specific to permit set)
• Potable water supply piping (specific to permit set)
• Type and location of domestic hot water heating system
• Type and location of HVAC equipment and duct sizing information
• Heat loss calculations (if HVAC is provided by manufacturer)
Miscellaneous Plans and Details showing:
• Manufacturers truss drawings including special requirements addressed such as sliding, drifting or
unbalanced snow load conditions
• Completed"Notice of Utilization of Truss Type Construction"form. (Title 19 NYCRR Part 1265)
• Summary of references to system for selection of structural members
• REScheck energy compliance reports (specific to permit set)
• Window and Door Schedules providing manufacturers' information
It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State
registered design professional. This approval is subject to the condition that all construction is to be in conformance with
the New York State 2016 Uniform Code (2015 IRC & NYS 2017 UCS). A copy of this letter shall accompany all plans
and specifications submitted as part of a permit application to the local jurisdiction.
Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a
NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5. The Insignia of Approval Order form is
available by emailed me at: donald.thomas@dos.ny.gov
Please Note: Use the NEW System Approval Number(at the top of this letter)when ordering Insignia.
Sincerely,
nc�
Don Thomas Jr., AIA—Senior Architect
Attachment: NYSDOS Stamped set of pdf drawings
cc: Harold Raup and Renee Moist-PFS Corporation
Page 3 of 3
Mono-Truss:Flat:2-Modules-Wide
Section Contents Pages
13.2 Two-Story(continued)
13.2.3 7/12 Roof Pitch
13.2.3.1 35 PSF Ground Snow Load
13.2.3.1.1 20 ft Wide 13.2.3.1.1.1 thru 20
13.2.3.1.2 22 ft Wide Reserved
13.2.3.1.3 24 ft Wide 13.2.3.1.3.1 thru 20
13.2.3.1.4 26 ft Wide 13.2.3.1.4.1 thru 20
13.2.3.1.5 28 ft Wide 13.2.3.1.5.1 thru 20
13.2.3.1.6 31 ft Wide 13.2.3.1.6.1 thru 20
13.2.3.1.7 31 ft Wide-Low HH 13.2.3.1.7.1 thru 20
13.2.3.2 50 PSF Ground Snow Load
13.2.3.2.1 20 ft Wide 13.2.3.2.1.1 thru 20
13.2.3.2.2 22 ft Wide Reserved
13.2.3.2.3 24 ft Wide 13.2.3.2.3.1 thru 20
13.2.3.2.4 26 ft Wide 13.2.3.2.4.1 thru 20
13.2.3.2.5 28 ft Aide 13.2.3.2.5.1 thru 20
13.2.3.2.6 31 ft Wide 13.2.3.2.6.1 thru 20
13.2.3.2.7 31 ft Wide-Low HH 13.2.3.2.7.1 thru 20
13.2.3.3 60 PSF Ground Snow Load
13.2.3.3.1 20 ft Wide 13.2.3.3.1.1 thru 20
13.2.3.3.2 22 ft Wide Reserved
13.2.3.3.3 24 ft Wide 13.2.3.3.3.1 thru 20
13.2.3.3.4 26 ft Wide 13.2.3.3.4.1 thru 20
13.2.3.3.5 28 ft Wide 13.2.3.3.5.1 thru 20
13.2.3.3.6 31 ft Wide 13.2.3.3.6.1 thru 20
13.2.3.3.7 31 ft Wide-Low HH 13.2.3.3.7.1 thru 20
13.2.3.4 90 PSF Ground Snow Load
13.2.3.4.1 20 ft Wide 13.2.3.4.1.1 thru 20
13.2.3.4.2 22 ft Wide Reserved
13.2.3.4.3 24 ft Wide 13.2.3.4.3.1 thru 20
13.2.3.4.4 26 ft Wide 13.2.3.4.4.1 thru 20
13.2.3.4.5 28 ft Wide 13.2.3.4.5.1 thru 20
13.2.3.4.6 31 ft Wide 13.2.3.4.6.1 thru 20
13.2.3.4.7 31 ft Wide-Low HH 13.2.3.4.7.1 thru 20
, NAL .
ST�p
076 '1-
Pg. 13.f
03/07/2016
Structural Schedule for a 2-Story Dwelling: Job#: "Systems"
Ground Snow Load
Basic Wind Speed Vaso ;, -110 mph 3sg, Exp.
Ultimate Wind Speed VULT;` '- 142`r`gp6 35g
Eq Exp"D"Wind Speed VULT ,.. 131`mph 3sg, _I F W1=479 Of W2=392 plf
Mean Roof Height ,3Rft" 3
Wall Zone
Roof Pitch �'= 7/12 , <
Truss Type Mono-Flat',
Kneewall Dim.f`';��'_ n W3=914 Of = I IF W4=817 plf
Roof Design' 4-'Standard' 3 d
Max.Module Width " 14ft��'
House Width(nom)
Wall hleight-Sst Floor"��'-,.°, ',8fY
Wall Height-2nd Floor—
Typical
loor WS=1314 plf W6=1207 plf
Typical Loads:
2nd Fir.LL= 40 psf Ext Wall DL= 50 pif Loading Section-"Loads per Module"
2nd Fir DL= 10 psf Mate Wall DL= 40 pif
1st Fir Clg DL= 5 psf (per mod.)
1st Fir LL= 40 psf
1st Fir DL= 10 psf
Loading Section Formulas:
W1=Truss Reaction+OH(as applicable)converted to PLF=479 pif Reference page#2 2.6 within the Calculation Manual for loading origin.
W2=Truss Reaction converted to PLF=392 plf. Reference page#2.2.6 within the Calculation Manual for loading origin.
W3=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+W1+Ext Wall DL
[(0.5 x 14)x(40+10+5)]+479+50=914 pif
W4=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+W2+Marr Wall DL Loading Section LL and DL Summary folf):
[(0 5 x 14)x(40+10+5)]+392+40=817 plf TL LL DL
W5=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W3+EM Wall DL Wl'= 479 360 119
[(O.S x 14)x(40+10)]+914+50=1314 plf W26= 392 294 98
W6=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+W4+Marr Wall DL W3= 914 640 274
[(0 5 x 14)x(40+10)]+817+40=1207 plf W4= 817 574 243
WS= 1314 920 394
No-Transfer Load(NTL)Loading Section Formulas: W6= 1207 854 353
W3 NTL W1=[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+Clg DL)]+Ext Wall DL W3 NTL W1= 435 280 155
[(0.5x14)x(40+30+5)]+50=435 pif W4 NTL W2= 425 280 145
W4 NTL W2=[(1/2 Max Mod Width)*(2nd Story LL+Floor Cil.+Clg DL)]+Marr Wall Cl. W5 NTL W3= 400 280 120
[(05 x 14)x(40+10+5)]+40=425 pif W6 NTL W4= 390 280 110
W5 NTL W3=[(1/2 Max Mad Width)*(1st Story LL+Floor DL)]+EM Wall DL WS NTL W1= 835 560 275
[(05 x 14)x(40+10)]+50=400 pif W6 NTL W2= 815 560 255
W6 NTL W4=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Marr Wall DL
[(0 5 x 14)x(40+10))+40=390 pif
W5 NTL W1=[(1/2 Max Mod Width)*(1st Story LL+Floor DL)]+Ext Wall DL+[(1/2 Max Mod Width) (2nd Story LL+Floor DL+Clg DL)]+Ext Wall DL
[(0.5 x 14)x(40+10)]+50+[(0.5 x 14)x(40+10+5)]+50=835 pif
W6 NTL W2=[(1/2 Max Mod Width)*(1st Story ILL+Floor DL)]+Marr Wall DL+[(1/2 Max Mod Width)*(2nd Story LL+Floor DL+CIg DL)]+Marr Wall DL
[(0 5 x 14)x(40+10)]+40+[(0.5 x 14)x(40+10+5)]+40=815 pif
Footnotes Applicable to All Pages Within this Section:
1) All LVL is 15"wide,2 OE LVL may be as shown or better.
2) Ext Stud Columns reference page 6 2.1.3 a of the Calc Manual The total number of studs is reflectant of one full stud with the remaining under the header.
3) Int.Stud Columns reference page 6 4 La of Calc Manual Columns shown are braced If unbraced,seepage 6 41.b of calc manual-choose appropriate
column for reaction given
4) Reference page 6.1.1 c of Calc Manual for Exterior Studs and page 6 31 a of Calc Manual for Interior Studs
5) Reference Section#4 of Calc Manual for Headers,Beams and Girders Reference Section#5 for Floor/Ceiling Girders
6) For the purpose of determining truss LL&DI-for W1 and W2,LL taken at 75%of TL,DL at 25%of TL
7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below.See calc manual or alternate load section for Zone 4 values if necessary.
8) Referenced Standards ASCE 7-02,05&10 and NDS 05,12&15.
9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual
Stud Requirements:° First Floor:8'Wall Height Second Floor 8'Wall Height
12"o.c. 16"o.c. I 24"o c 12"o,c. 16"o c 24"o.c.
2x4 SPF#1/#2 OK NG NG OK OK NG
Sidewall 2x6SPF Stud OK OK OK OK OK OK
2x6 SPF#1/#2 OK OK OK OK OK OK
2X3 SPF#1/#2 OK OK NG OK OK OK
Matewall 2x4SPF#1/#2 OK OK OK OK OK OK
2x6 SPF Stud OK OK OK OK OK OK
8ft High matewall stud calc values may be used for9 ft high walls if solid wall blocking is installed at 8 ft a f f
03/07/2016 13.2.3.1.6.11
2nd Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VULT)Exp C,131(VuLT)Exp D
Table"A"- Sidewall Headers and Girders(W1): Table"B"- Sidewall Headers and Girders(Wl):
Second Floor Reaction Stud Columns= SecondFloor Reaction Stud Columns'''
No Mems Species Ma%S an Page# 2x45PF 2x6III U1 III 5 1 Page# 2x45P1 2x6III 2x6 III
p (lbs) #1/#2 Stud #1/#2 No Mem Species Max.Span (lbs) #1/#2 Stud #1/#2
1 (1)2x4 SPF#2(s) "27"(2'-3';); . 584 "'43.a ,2 -`"�Z" ;�2• 1 (1)3 5" 2 OE,LA ,_46';(3,10") 9�0`=� -4.3.a, �3u��' •S2 :•2 "
0 7 `e „ .�`:�; t� <
2 (1)2x6 SPF#2(s) x 40"(3-4'y)x�*s�855 4,3.a 2X�p e�,s 2s`;"...2''' 2 1 55" 20E,LVL ��' v„ ,
A.r � .,y».:° O tiz7b!{5'=11")t , 149 `��' ;4.3.a.,,� ,3R rzs%2 �.2`�:
3 1 2x8 SPF#2 s c.5' _ .rc' u , . ( ,A;� a -Z
O O ppa 1 (4'-,3"}r' _1084".` 4,3.a �3�;�,;�2`� 2° 3 (1)7 25" 2 OE,LVL 92"-(7,-8') 1932��x�4.3,a �4�;-�s3�_,,, 2`
4 (1)2x10 SPF#2(s) q 63"5'-3: 1926:;-„ „43.a;£ -3",=;r`='>Z;- 2 4 (1)9 25" 2 OE,LVL ry125"(4'�7") 2425'```F43a z`,4 '; '>I'32
5 (1)2x12 SPF#2(s) ;,873'x,(6.'-1")•_ X1539, w4,3,a 3 :-2 ;2. 5 (1)11.25" 2 OE,LVL 138 x'(11'-6"},'�i"2912=-�`^`x 4.3 a'-, n%a,'',--="3V
saM ,r r<, °
6 (1)2x4 SPF#1/#2 l,29"(2'-V)� ,� -622 43,a �""2,��, 2�� 2 6 (1)12" 2 OE,LVL 147,"(12'=3") 9092 "xs 4:3a "n)a''f:
7 (1)2x6 SPF#1/#2 '43"(3'-7"j ;911 g'.3.a"T 2'- '2°)" ,2 7 (1)14" 2 OE,LVL X169".(14y-,1"),,"3573 ,;9y3�a n/a A- 3
8 1 2x8 SPF#1#2 X554 4'r7�'x�=a,1153' >�s;,-4,3.a<, 3 �a2 ��.2',: 8 1 16" 2.OE,LVL ";192"16'0" �';� _d' '° `
O / " ( <)_ O ,( 6 .) `4047'-- ""4:3.a .n/a s:4 � 3
9 (1)2x10 SPF#1/#2 67'"(5'e7)5"' 1408 4,3 a•?;.<. 9 9ti 2• 2 9 (1)18" 2 OE,LVL 214(17-10")'" 4526%x a 3a "n�aA.h n/a`N 3
10 (1)2x12 SPF#1/#2 78'x`(6'-6")„ .1636. X4.3 a - �3° 2; 2 SO (1)20" 2 OE,LVL 236"(19'-B°�i„4990�° , >," w
i, ,vr� ..> _ ,..,, ,. 4.3.a •-�,,n/a n/a
3,-
11 (2)2x4 SPF#2(s) '1,739 (3',3')= ,, '828; x-;,4.3 a.�:`.r2;-„-1;;2` 2' 11 (1)22" 2 OE,LVL I'258'-=x(21'-fi") 5457�..z`4.3 a&z �n/a„g=F-n/a te„= -'4,.
12 (2)2x6 SPF#2(s) {.:,',•577"(4'-9"J� 1212, ,.,;,4s9 anv3" c"2 ' " 2 12 (2)3 5" 2 0E,LVL Y 54 (411.) 1236n4,3,a . 3 ,.e 2 2 '
13 (2)2x8 SPF#2(s) �' 73�(6=1"); �1536 =%33.a�; 3 ry y\2y^,2z 13 (2)5 5" 2 OE,LVL ?, 92",(7 8") 1949 2<4y3,a�_c�rg�4 z, '3 r^�2'
14 (2)2x10 SPF#2(s) P89'r(7�-5") 18794.3 a 4 �3 •.2 14 (2)725- 2 OE,LVL X122 (10 2),:2575 4 3.a 54 k 3 - 2
15 (2)2x12 SPF#2(s) X103"(8'-7") 2181 <<' '4.3 as 4�"�'• 3� 2 15 (2)9 25" 2 OE,LVL t 156,'(13-0) 3290 �4 3 a n/a %^ 4 �9,
16 (2)2x4 SPF#1/#2 t�.,42"_(3'-6'�ry `879" -�.;,¢.3.a :`s •2, 2' "�2' 16 (2)1125" 2OE,LVL `X184(15'-9"),,,'4008 �"�4.3.a::.c.nja 4� "3`�-
17 2 2x6 SPF#1#2 :61".5'-1!"x:,:.1288 '14.3. s?,,t,3-,,� "r2.` �2`" 17 2 12" 2.OE,LVL )•202'x16=1U"� e'wz 3,`�F',p'��°% _�•`�4%������
¢¢ti
O / P •. ( ) '�a' <-.'a raR, , .r, .�� ( 1 (1
18 (2)2x8 SPF#1/#2 E'77"(6'-5") ,1633e:'�4:3.a,� 3 2 - 2, 18 (2)14" 2.OE,LVL 1235"(19'•7") -5000,'x' 4.3.a,,,,.�n/4 h/ate 13a'
19 (2)2x10 SPF#1/#2 -94"(7'=10")cam „1998 ,�. 4:3.a 4 '3�""'"`2•;-' 19 (2)16" 2 OE,LVL .•269"(22'-5"}.w K5722 ;y'�„4 3.4' `�n/a '> :n/,-'
cz` :r '_ -;. �r i Fis e. .•,3o x
20 (2)2x12 SPF#1/#2 t�109'(9'-1")--;2918,x,,�4.3.a- .`f 4 .3 2 20 (2)18" 2 OE,LVL (25'd"} �;%6430 N4.3.a� �3 n�a n�
21 (3)2x4 SPF#2(s) 51`(4'-3") 1088= =43.a' n/a n/a,'A%5 snd 21 (2)20" 2 OE,LVL `332"(27'-8") , 7103 4.3,a',''
22 (3)2x6 SPF#2(s) 75”(6' vin/a==2,�F 22 (2)22" 2 OE,LVL 362"(30'-2",)'��,fJ' 77 -4.
11
i �.
23 (3)2x8 SPF#2(s) <'•96"(8'-0") F;�:202V%A, 4,3.a�,� .,n(a.•,��n/a 2 23 (3)3,5" 2.OE,LVL 67"(5'-7")^,.,.;,1423&g' 4.3,a,'-'&n/a n/a�.�'�2
24 (3)2x10- SPF#2(s) .117"(9'•9") �'2472,aS�, 4.3.a ,n/a n/a <, 2- 24 (3)5 5" 2 OE,LVL X106",(8'-10"),,�,,2244�° 4.3,ae/V� 'n/a n/v,, 2
25 (3)2x12 SPF#2(s) )•'135,(11'-3'.'). 2870,(` 4.3.a' a" -�n a="-eT�;2>`>' 25 3 7 25" 2 OE,LVL '140'„11'-8" �'%2967`� .4.3.a Wkin a n
26 3)2x4 SPF#1/#2;"'55"4'-7"��'°`1457 "'�<,4.3.$��,wn/a"' >,n/a .,'; ,-2,J 26 (3)9 25" 2.OE,LVL X178"(14-10'3795-q "4:3:a;,§--n/a �°',p 3�;a
27 —(3)96 SPF#i#2 80 43.a n/a- a` ;,2, 27 (3)11.25" 2.OE,LVL 217"(18'-1',Z< '4630' 4,3.a n/a . n'aka 3
28 (3)12" 2 OE,LVL n 231;(19'3".)?-•`4944 �4.3,a,,, n/a--e n/a 3
O / )� ( ) �2630•% -43.a, 'rn/a "n�a ''2 "e 29 (3)14" 2.OE,LVL :270",(22'-6�) �'X5782 `k.3a" nJa�, =;•'4'
29 3 2x10 SPF #2 1124" 10'4" �.,
30 (3)2x12 SPF#1/#2 143",(11111"j 4053'r '4.3.a n/awt�z n/a�;,3 j 30 (3)16" 2.OE,LVL 308"(25'-8" 6623 x,4,3 a n/a r I i ' ,4�
°r
A=LL=240,TL=180,CD=1.15 Wall Height=8ft Table Load=500 PLF 31 (3)18" 2 OE,LVL `,346"(28'y10"} 7469^_'� 4.;3:�d;.ds%;,n/a��.n/a�e"�n/al
32 (3)20" 2 OE,LVL :;384;
4
1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VuLT)Exp C,131(VuLT)Exp D
Table"E"- Sidewall Headers and Girders(W3): Table"F"- Sidewall Headers and Girders(W3):
First Floor Reaction Stud Columns 2'1 First Floor Reaction Stud Columns',7
No Mems Species Max.Span (Ibs) Page# 2x4 SPF I 2x45PF 2x65PF No Mems Species/ Max Span (lbs) Page# 2x4SPF 2x6SPF 2x6SPF
Stud #1/#2 stud #1/#2 stud #1/#2
1 (1)2x4 SPF#2(s) 20"(1'-8")` „804 .4.2.b 2 '2. 2 1 (1)3 5" 2 OE,LVL =z31"(2'•7") 1266 "A2.b 3 2, ';?12
2 (1)2x6 SPF#2(s) I''29"(2'5")F .:x1180`'-£4.2 b<'" „3'?T '2 2`?; 2 (1)55- 2 OE,LVL U',s&(4'=2")i' "1990,r*x'44 2.ti<r-'�^s 3`==x r 2 a� �2 y>,
3 (1)2x8 SPF#2(s) 37°{3'-1") 1495`��;`..4 2.Is 3 2 �2 „ 3 (1)7.25" 2.OE,LVL <66"(5.';6") 2624 �,.�4,2.b
4 (1)2x10 SPF#2(s) ?°F 45"(3'9")� x,1824 max'-4.2.b 3 s `" % O t')`` �(�' ),> �_"` 2
2-�< ,2 4 1 9 25" 2 OE,LVL 84"7'-0" 3336 ,4.2.h' ^y 4 z3" r
5 (1)2x12 SPF#2(s) 4 ;�( ��,.); � g F. ( ,Fe�o .; .� , F,_,r
#1>53.4=5 ';2115'<z_ -4°2`Y :3> -2 :'e2°>„ 5 1)11.25" 2.OE,LVL `1O0"(8"4"Jr ,400fi," -,')4:16 ,nja�ZF;,�'d
6 (1)2x4 SPF#1/#2 20"(1'-8")>, s 821 `' Zb 2 2`" ;I2,�'" 6 (1)12" 2 OE,LVL 107,8;11") >�4255 X 4.2.6;. •nfa 3,'r •3=
' xF
7 (1)2x6 SPF#1/#2 ,31"(2'-7<) 175242.b�;>; 3 =�2�-="`Zr� 7 (1)14" 2OE,LVL =^123"(ib-3,'}x4912 x4.2 ,nfa, <«43;',,
8 (1)2x8 SPF#1/#2 39!!(3' �1586a >>z J.b;`£;y3":� =2,F- `�2y 8 (1)16" 2.DE,LVL f139 {11•7",)„''<5565 4,2.h'-",n/a• �,4'�,,, `+3�
y., ., ,
9 (1)2x10 SPF#1/#2' 48"(4'-0"j,,, �y i9344,2.b 3 2^�F�.;�� 2i 9 (1)18-' 2.OE,LVL 156"(13'rO"}, 6214> 4.2.6 rte,n/a 4° ,3'
10 (1)2x12 SPF#1/#2;, 56"(4'-8") a`v225U v4.Z6 3 2'�-•,'�c2z=� 10 (1)20" 2.OE,LVL i172','(14' d);�'6859 -`x4:263 ,n/a ',rn/a` ;r4;4%i
11 (2)2x4 SPF#2(s) ".'>,28'.`(2=4'>')e6tk;1142 °.`.?4.26 �;`3 °s=.2 �2'�= 11 (1)22" 2.OE,LVL x;188';(15'-8<}".`y7500
12 (2)2x6 5PF#2(s) '42°(3'-fi';],�uJ, i668e 4.2.b' 3 ^2'y .,,ZL;�< 12 (2)3 5" 2 OE,LVL 41"W.V.),-F 11629 4,2-b-�,�3 ,2K/ -x2„>>
13 (2)2x8 SPF#2(s) ? 53�'M(4'-5) x2112, �*_4.2.b 3 ^2":s uh2,>> 13 (2)55" 2OE,LVL 64"(5=4")k-�',,a,,, 256L ,'"4.26_3•'fv:'4 `3'� z,�2�`"%'.
14 (2)2x10 5PF#2(s) <x64"(5�'-4'='); °2582'� _^4,2.b,,?^„4 3 z< 14 (2)7 25" 2 OE,LVL ` 85°(T=1")r,'�"% 3,85,,�`,»"�432b�>'x��4�:'i'{3� 3, ,
15 (2)2x12 SPF#2(s) 75°(6'-S") '2995 ,4.2,b,, ',!i 3 �;2 ; 15 (2)9 25" 2 OE,LVL 108"(B-0") :',,4322 4,2Fbn/a ,38 ,x3
16 (2)2x4 SPF#1/#2 ,30='(2'-6"}_= ,,1209 x.U4.2:63. r" 2.', - 2'='� 16 (2)11.25" 2.OE,LVL I'132",(11'-0"),="?5266 42.b"�� nja. 4r '-S
17 (2)2x6 SPF#1/#2 ,1773 '4,26 3.,,�^�.. zx; he k� ' tj' ' ,, ,W0. .3`09
, ?Z, �' `� 17 (2J 12" 20E,LVL 140"(11•8"}".,,>5618�`- 4.2.kn; £n/ate -4= g3�
e'r ..xxJv� +-
18 2 2x8 SPF#1/#2 56' r3"-8") '2247. 4„4.2.B�`> 53 2 2�^ 18 214” 2OE,LVL 164"(15'$" 6566 2.b:,��;na ,4' �`3"°
19 (2)2x10 SPF#l/#2 w%69'.(5',9") '4,2746zn?',"' ai^".,'�z�4 >3 -,2`, 19 (2)16" 2.OE,LVL fi:18T,15;-7n7511�, .4.2b-" na `�n a �4'y
".x, .�o n( - �"ms`s�..e N °,""'•,�•.> "..�/ x4,�s=
20 (2)2x12 SPF#1/#2r�79"(6`-7")' ,x3184 ; °'4.2.b��°'4">91�`3" F' 2'' 20 (2)18" 2.0E,LVL 211"(1T-7")� :'8463-`"'" 4.2.b :;',n/a" ;n/aQ =.a;
21 (3)2x4 SPF#2(s) ' 37"(8= ) ,1 96 4.2.6 / / �, O X14'
7' 1 4 �� ��'S,n a n a "2 21 2 20" 2 OE,LVL 234"(x9-•6"}xy 9414' 4.2\b��,
22 (3)2x6 SPF#2(s) "'S5"(4'--7")a <2194x '4.2b,,,,\. 22 (2)22" 2.OE,LVL *258'!(21'-6,),d;10372_ 14.2,b.e;,>,,n/a '.=n/ak in/a,
), ,ra:� F, „�... .
23 (3)2x8 5PF#2(s) :;69"(5'-9") ��2780 �'-<�4:2.b /a `'^'nfa „'2*�,, 23 (3)35' 2 OE,LVL ;'x(,47-"-{3'-11';),;.%1879A, ,4.2.h r n/a,. �n/a y 2,
24 3 2x10 SPF#2 s ,,85"T-1" 3396 ' ��`:4:2:6 nn a�''�n a 3 24 3 5 5" 2 OE,LVL r- 74" 6'•2' 2962 � 4.2.6 'Aja " n 4111 ,2"
O O t ) / 1 ) ( ') 1 '
(28
(3)2x12 SPF#2(s) ,M 98;',(8'•2"} `3942; ;4:2 b,-,"'n/a,a>n/a>> 3' 25 (3)7 25" 2 OE,LVL x`;'98"(8'-2;,'); 3915>"`>4.2b t-nJa;, n/a,
3 2x4 SPF#1#2£'sj46"3'-4" 1592' 4.2.6'„ ;n a_�z 'n a, °? n
.F• 2-"F 26 (3)9.25" 2.OE,LVL 'I25"(10'=5") ,5007.,,` >4:2.h,� ='n Jar n/a?" 3
(3)2x6 SPF#1/#2 58"(4'-10") Z330 ,;4.241 �nl�' n/a 2 27 (3)1125" 2.OE,LVL 152"(12'-8") 6103 4,2 b y`4=�OJa n/a`�0°3' �
(3)2x8 SPF#1/#2}u�=74",(6'-2"), -2954 �° 4i1.b,,�,; n/,' /n)a �2= 28 (3)12" 2OE,LVL ':x162"(15'-6"j 6501 ^ 4.2.b''-, n/a to/a-x 29 (3)14" 2.OE,LVL x:189',(15-9"}"<'7613:>'4 r°4.2.b�0' n/a'� njSV�(3)2x12 SPF#1/#2';✓4104"(8'•8") 4192 4,211-s, ri/a',,n/a 3 30 (3)16" 2 OE,LVL 2I6"(18'-t1") 8720 ; 4.2 b, nJa n`/at Ada 4�
A=LL=360,TL=240,CD=1.15 Wall Height=8 ft Table Load=950 PLF 31 (3)18" 2 OE,LVL ,x243",(20'-3"}";,.9831 ,-'4.2:b5'';`�y",';pJa r�'rn/a
e a= _F;,,n a ;
32 (3)20" 2 OE,LVL („270"(22'-6"),,-,10941 ,";`'4:2,rbx ��;<n fe > ,n/a-
Stud Column Table Load for Tables"E"&"F"=1000 PLF 33 (3)22" 2 OE,LVL E,297"(24--90) $42061'. 4,2. n/a'
A=LL=360,TL 240,CD=115 Wall Height=8ft Table Load=950 PLF
Table"G"-Matewall Headers and Girders(W4): "Per Module" Table"H"-Matewall Headers and Girders(W4): "Per Module"
First Floor Stud Columns 3 First Floor Stud Columns'
Reaction Pa e# Reaction
No Mems 5 ecies Max Span (lbs) g Zx4SPF Zx4SPF 2x6SPF N� s 3 Ibs Page# 2x411F 2x45PF 2x6 SPF
p P ) Stud #1/#2 #1/#2 Mem Species Max Span ( ) surd #1/#2 #1/#2
1 1 2x4 5PF#2s 21`:.1`-9' '4762`` :>" 42:bx: FQS�'z t..,1 av�l'a; 1 135" 20E,LVL
( ) () �,= s( ')' .. 'c�z�,,., wr ( )
2 (1)2x6 SPF#2(s) `%31"(2'-T7}; 1116 4,2.b ,1� L '1� 2 (1)5.5" 2 OE,LVL "52"(4'-4") 1853 ?_
( 4.z b 1 °i y1`
'- .' ''' ,
r ,a 'C"5
3 (1)2x8 SPF#2(s) (���99 (3-3�'), 1414 4.2.61 "1, ,1'` 3 (1)7.25" 2.OE,LVL 68"(5'-8") 244
4 (1)2x10 5PF#2(s) fi`48"(4-0")° X1726'. °s4.2.B�s=' hx�"uia:R1^�.y`] 1'. 4 (1)9.25" 2.OE,LVL z'-,>"87,(71=34j;.%„<3123, >��4.2.h%,;, >2s<"� 2 ,;r%1�
5 (1)2x12 SPF#2(s) ;5fi'E(4'-8'-'); 2004„ ,'4"2.6 '>i- 1`i.'�f;Cz.1., 5 (1)1125" 2 OE,LVL q 106'6(8'-10")� 3791 -4.2.b ,rt ,� 2,'
6 (1)2x4 SPF#1/#2 ,22"(1'=10,) :x 792 4,2.b 1' -,"+,f'�� ;Cl"� 6 (1)12" 2 OE,LVL 3.;113?{9'=5") ,x40`271 �,,4.1b°,'v. -2" 2
7 (1)2x6 SPF#1/#2('33�„(?'-9x)` X1184= r�4 2.6�!S•" � '•'-1 x1�>a,' �: y
�.-F'-,1`x,r`�i ,�\ rr 7 (1)14" 2 OE,LVL ,130'; 1"4649„�2,�:4`2 b, F3� -3, 2;
8 (i)2x8 SPF#1/#2 42"'(3 6")u 1500 ^�42.6`" �1 Y'1; 1> 8 1 16" 2 OE LVL X147"(12'-3"1 "5264't.� 42.b',` `r3�'v.' �3> -m2-
9
m2-9 (1)2x10 SPF#1/#2 ,'511;�4�'3"}`��,�'`1833 . 4.2.6 .l�y�*���1� 1,' 9 (1)18" 2 OE,LVL x'164';(13'-8';}„ 5880„�� 4.2.b' `h�3*;>, 3
z.
SO (1)2x12 SPF#1/#2)r,59z�(4'-11").,;,,2129,k ^4.2 6 =,1 - 1,_ 1 �> <_ -F, : o
11 (2)2x4 SPF#2(s) 36"{2'6"} x'1078 '4.2.6 '1�`�a<;,,;T= -°,lam` 11 (1)22" 2 OE,LVL 198'((16'6")' 3i1043) �.> 42.b"•;>',s�;4,.,.>
12 (2)2x6 5PF#2(s) 44"(9'81� c 1575 4,2.b> 1 vk 1= 'wT1 12 (2)3 5” 2 OE,LVL `-jl�,42".,(3%,6") .�1513 �:' ,4,1b ,;,; ,:1 1;; ,�`-}1`*x=
13 (2)2x8 SPF#2(s) Sfi"4-8 2002',:2002' -4.2 b.z``I. -;c=1 G' ;C�1� 13 (2)5.5- 2 OE,LVL '6f- 5-7"), "2386"=� "4.2.b"ate.-==:2�-'"r;2 '1"0
14 (2)2x10 SPF#2(s) 68'5'-S,T 2444` �
„ ,4.2.b >2". i 2} 1 n 14 (2)7.25" 2 OE,LVL ,.98 (7=4"p `°3].50 t,,`,f^4.2,b".':sr7;`2`"`�y '2`�'�}y
15 (2)2x12 SPF#2(s) ,,79='�(6'- 'j`�x 2836^` 4.2.6, 2. ,i';2-x,° �1 ` 15 (2)9 25" 2 OE,LVL a`l'1"2 (9'-4") .,14028"� 4.2,b `x9'2 2_ ��u�2,
16 (2)2x4 SPF#1/#2 i' 32"(2'=8.')""x 11'46''.4 2.6:r'-==`i _1 ;,1,i i6 (2)11.25" 2.OE,LVL 37"-,(11'-5"} =x'4904 =>4.2.6`-.` 3 �n3 �2�r
17 2 2x6 5PF#1#2 1 47,,3-11 F„r�,16778 4:2 1"' Y,1';_`x•;1-<' 17 (2)12" 2 OE,LVL A46,,(1,2'-2")'•�%5237x� >"4.2.b",F 3 > `3%' ;+2,,,
18 2 2x8 SPF 917#2 59.4.11 w°2127 4.2 1, .<S" "'1..> 18 (2)14" 2.OE,LVL .170"(1 -2"). 6117,E; 4.2 ti 3 ,.32','m,
19 2 2x10 SPF#1/#2 t''72"6'-0" - '2600^ '.�4.2 6< -,�2`- ?`2?"�`r-"=1`�P' 19 (2)16" 2 OE,LVL :;195'-'(16,-3"}";.x,7004 r 4.2,bx'= 4 '4 �'%
20 (2)2x12 SPF#1/#2 84"(T-0:'ji",�7�,30141� 4.Z.b r`2 ^�2 >,',x1 20 (2)18" 20E,LVL ;219'-(18'•3"}, _`7889,''',**'^4.2;b= x4°^' �,4"',. .�8.fir
21 3 2x4 SPF#2s 39"3-3' ^1416 x4.2.b u� a„ �=1>' 21 2 20” 2OE,LVL (20'-4;') 8777, "'4 ,4`,`���i;. 3 ;
22 (3)2x6 5PF#2(s) {."158"(4'-10!)�, 2075 <4.2 b ?n/a-`�;n/a-`�, 1.,< 22 (2)22" 2 OE,LVL k268'(22',-4"}_-39672< `a4.2.b-;fir'S>U` ��5' „==`�>63';r
23 (3)2x8 SPF#2(s) `> 73^`(6'-1")�;D�e26302-„'"4.2.b r n(a n 1'; 23 (3)3.5- ME,LVL '',49:5'(,4'4")`' 1750,.,E 4.2,b.z%'�n/a �n/a a-Yr
24 (3)2x10 5PF#2(s) 90"(7--6")--3212 a ,u ' X 4.2.6 n/a„�-.,Tta� ri 24 (3)5.5” 2.OE,LVL 7T>'^`(6'-5") � r 2759, 4.2 b,__,: n,a
25 (3)2x12 SPF#2(s) ; X304",(8'-8")>a�z-3732> �4'26 .'n/a C`n/a- 2'=� 25 (3)725" 20E,LVL %SOZ"{8�6"),°%�;3647 ,->�,42b` Ln/a ;�p/a_� Y�_
26 (3)2x4 SPF#1/#2 ' 42"(V-6' �, '150CT," >4.2K— `n/a 26 (3)9 25" 2 OE,LVL 1130`(10'10")a"`46614-�y,'4.2.b%,,Io/a; n/a' %-,2 a�
27 (3)2x6 SPF#i/#2. 61"(5'=1x}F `.�22205`, `:4.2.6„ .n/a n/a 1�; 27 (3)1125" 2 OE,LVL 158"-�13!-2")'�;5683, 4,2.b',, noJa ' n/a+ x2,"
28 (3)2x8 SPF#1/#2y;78'((6=6")j"=.2795'4 '4.2:6> :,n/a„,•tn/a; iz, 28 (3)12" 2OE,LVL >168;
2nd Fir.Fir/Clg Girders-28'-Vide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VAsD/VuLT)Exp C,131(VuL�)Exp D
Table"J"-Matewall Floor/Ceiling Members(W4): "Per Module" Table"K"-Matewall Floor/Ceiling Members(W41): "Per Module"
1st Fir.Clg./2nd Fir.Fir. Reaction I Stud Columns' Ist Fir.Clg./2nd Fir.Fir. Reaction T:::Stud Columns 3
Page# 2x4SPF ZA SPF 2x6 SPF (lbs) Page# 2A IPF 1 2A SPF 2X6 SP
No. Mem' I Species KAax Span (lbs) Stud #IM2 #1/#2 No. Menn' I Sp cies Max Span Stud 4$1/112 #1/92_
(1)2xIO SPF#2(s) (1)9 25" 2 CE LVL
'(S"i& 5 '3'
over 05,0,',5.2.b,
2 S, I over
(1)2xI2 SPF#2(s)
)11.2S 2.OE,LVL
(2)925 2 OE,
(1)2xio SPF#I/#2 LVL
2 over 71
4"(6'-2")1 26151,',�','S.2 �2 -2,,
1 2 over (13'-V!)-�,-,��5793 .2 3- 3
2 OE,
(1)2x12 SPF#1/#2 (2)1125 LVL
g,
(2)2x1O SPF#2 )
(3)9 25" 2 OE,LVL
_96"'(13"B'") SsS,�," 2, 2' 3 over
3 over Is
V,
1V- LVL
(2)2x12 SPF#2 s (3)1125' 2 OE,
(2)2XIO SPF#1/#2 kV, A LL=360,TL 240,CD 1.15 Wall Height 8 ft Table Load 850 PLF
4 over 5.21 :2 *'21't,
(2)2x:12 SPF#1/#2 'A
(3)2x1O SPF#2
V_
5 over i30"(i6'-10--) 4689 5,2.b"7�`�',Jnjs 'n/a'
N," 2","1 3"�11111�V
(3)2x12 SPF#2 s 1/0,,�>'
(3)2x1O SPF#1/#2
6 over 2
a
(3) A2 SPF#1/#2
A LL=360,TL=240,CD=1.15 Wall Height=8 ft Table Load 850 PLF
1st Fir.Fir.Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(VAsD/VuLT)Exp C,131(VuLT)Exp D
Table%" First Fir.Fir.Girders(W6): "Per Module" Table"M"-First Fir.Fir.Girders(W6): "Per Module"-No RoofLoad
First Floor I Reaction Page# First Floor I Reaction Page# (W6-W2)
No. Mem' spect s Max span (lbs) No Mem' I speci s Max Span (lbs)
1 (1)2x8 SPF#2(s) 32"(21-8") �V4�2.c 1 (1)2X8 SPF#1/#2 K,�,3q-(3,-v) 1402 4.Lb
2 (1)2x1O SPF#12(s) 4&(T-4") 2 (1)2xIO SPF#1/#2 48"W-01 '4 I_b7
3 (1)2x12 SPF#2(s) 1.�"4 e
(V-10 3 (1)2XI2 SPF#1/#2
4 (1)7X8 SPF#1/#2 34"(21-1-0"') C 4 (1)7.25" 2 OE,LVL �nAVI(V-611), 2344-j,,,,'4,1.b
5 (1)9 25" 2 OE,LVL 82"(W-11)") 21)�Y\7 4.11 1
5 (1)2x1O SPF#1/#2 42"(3'-6") c
6 (1)2xI2 SPF#1/#2§, (4!-1!,) 6 (1)1125" 2.OE,LVL 3535 4.1.b'�y
7 (1)7 25" 2.OE,LVL 3050 I�X'4'2 o',,, 7 (1)14" 2.13E,LVL
2.OE,LVL 382i�1-
8 (1)9 25" 4 8 (2)2x8 SPF#1/#2 55"(4'-7") 4,1.,b
9 (2)2X10 SPFA
9 (1)11.25" 2.10E,LVL 7'41,d/,"4595, 4.2,C U1#2 2425
10 (1)12' 2 OE,LVL
10 (2)2xI2 SPF#1/#2 _78"
11 (1)14" 2 OE,LV
L
11 (2)7 25" 2.OE,LVL ',,,4.Lb
L 2 12 (2)9 25" 2 OE,LVL
12 (1)16" 2 OE,LV
13 (1)18' 2 DE,LVL ii�-,4` 7121 4,U,: 13 (2)1125" 2 OE,LVL 137" 4904,,,, �4'1.b��`I c
,Q
(7"9)"'.1
(8�i 1),
LV
141 L IT� 2 OE,LV 50
(1)20" 2.0E, 6 ��7860 4.Ze 14 (2)14' L 4,Lb
15 (1)22" 2.OE,LVL 859 4. c,,, is (3)2x8 SPF#1/#2 73-(6!-1',)V1,,2607 4.1b
3186, AA.b
16 (2)2x8 SPF#2(s) 2426 4.2.c 16 (3)2XIO SPF#1/#2 �89(7'�S")
17 (2)2xlO SPF#2(s) (4'-8")-, 2961 4.1c 17 (3)2x12 SPF#1/#2
18 (2)2xl2 SPF#2(s) 3434 4.2 c,,,,� 18 (3)7.25" ME,LVL ',102"(8'4')�`� �3647�-:�,,,s 4,1.b,��`_
19 (2)2x8 SPF#1/#2 t,/49"(4'-'�') "2577 '4.2,c 19 (3)9 25" 2 OE,LVL
20 (2)2xIO SPF#1/#2 60" 3151, ,4 It 20 (3)1125" 2 OE,LVL All
21 (2)2xI2 SPF#1/#2 365 0 "ej:c� LVL r 1,14 - �-
21 (3)14" 2 OE, 7095��, �'1'6
22 (2)7.25" 2 OE,LVL �,'77'! 4028', �4,2:c'q A=LL--360,TL 240,CD=10 Table Load=850 PLF
23 (2)9.25" 2 OE,LVL (8-'Z 5144,/- 4.2,c
24 (2)1125" 2 OE,LVL [,:19*,(9�_i -`6268' ��'4.2.c Table"N"-First Fir.Fir.Girders(W6): "Per Module"-No 2nd Fir.Lood
25 (2)12' 2 OE,LA 27" '6686 41ic� First Floor Reaction Page# (W6-W4)
26 (2)14" 2 OE,LA 148'(12-4�' c No. Mem' Species' max.span I (lbs)
27 (2)16' 2 OE,LA f-170"�(14�2'!,��,8930 4.2.c 1 (1)2x8 SPF#1/#2
10")- -1176
28 (2)18' 2.OE,LVL 2 (1)2xIO SPF#1/#2 1'7_0"`(�V`
29 2 OE,LVL 7' 3 (1)2X12
(2)20 '211'(17' SPF#1/#2 t 8�!
3 30 LVL , I
(2)22" 2.0E, 4 (1)7 25" 2 OE LVL 90"(7--V),M"�1517
0
31 (3)2x8 SPF#2(s) '3182 1,4.2.c 5 (1)9 25" 2 OE,LVL 3
32 (3)2x1O SPF#2(s) �74,(6'�-i') 6 (1)1125" ICE,LVL 236
33 (3)2x12 SPF#2(s) -'4iir, 4,Zc' 7 (1)14' 2.OE,LVL 174" 41- a
34 (3)2X8 SPF#1/#2 6V LV�41�)��85 4.1c, 8 (2)2xg SPF#1/#2 1� 8V(6'-9") 1364, 4.1.a
35 (3)2XIO SPF#1/#2 '78", �PS �4 2.cl,,, 9 (2)2xIO SPF#1/#2 V,,9 2 `1667 �,,�A,a
2x12 SPF#1/#2
t.1)22T2 IPPM117 TT�jl-IJ,- 4604, -,4.,d.0 10 (2) 1936 1-4.1:a 2,
37 (3)7 25" 2.OE,LVL 4.2.c 11 (2)7 25" 2 OE,LVL
38 (3)9 2S" 2 OE,LVL 5968 4.2.6 12 (2)9.25" 2 OE,LVL 4,1.a,_�
39 (3)1125' 2.01E,LVL j264' 13 (2)1125- 2.OE,LVL U79",(14'40")�,0,3037_0 4.1'an,
40 (3)12" ICE,LVL 147"(12'-3',) �',775� '4.2.c 141 (2)W 2 OE,LVL (18'-6') ,,��379S,,,,,, 4.1,a' ,
41 (3)14' 2.OE,LVL F-172"(144') 9 0 6 1 A,4' is (3)2xg SPF#1/#2 ;�IOV(8'40") �-1795,, 4.1a
42 (3)16' 2 OE,LVL 196"(16'-4") 103�2' 16 (3)2xIO SPF#1/#2 4.1a'`'
43 (B)IS' 2 OE,LVL �2i" 17 (3)2xl2 SPF#1/#2
-(11--0")
44 (3)20' 2 OE,LVL 245"(irO'-S 1366", �42c,",' 18 (3)7 25' 2.OE,LVL �,13V
,45, (3)22" 2.OE,LVL 270"(22'-6") 2.� 19 (3)9 25" 2 OE,LVL �i'69"
A=LL=360,TL 240,CD=1.15 Table Load 1250 PLF 20 (3)11.25- 2 OE,LVL S-",(17"
,21, (3)14' 2.OE,LVL �V256't(21-4")' �4414,1-
A=LL=360,TL=240,CD=10 Table Load=400 PLF
03/0712016 13.2.3.1.5.14
1st Fir.Headers&Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VuLT)Exp C,131(VuLT)Exp D
• NO ROOF LOAD TRANSFER(W4-W2) •
Table"P"-Matewall Headers and Girders(W4-W2): "Per Module" Table"(X"-Matewall Headers and Girders(W4-W2): "Per Module"
First Floor IReaction Stud Columns' First Floor Reaction Stud Columns'
s Page# 2x4SPF 2x4SPF 2x65PF s t Page# 2x45PF 214111 2x6SPF
No, Mem Species Max Span (lbs) stud #1/#2 #1/#2 No Mem Species Max.Span (lbs) Stud #1/#2 #1/#2
1 (1)2x4 SPF#2(s) 127"(2'-3z�<<e,;=517..a,,r <.4.1 a o 1 '1 "t'=�1' 1 (1)35- 2.OE,LVL 41"(3'-S") 785 4.3.a,
2 (1)2x6 SPF#2(s) „40"E3'4,- 759 '4'S* 1 .;,,1>, 1 2 (1)55" 2.OE,LVL '65"(S'-5") 1238
3 (1)2x8 SPF#2(s) =516(4-3"),' 960„ ,4:1:a' "1 :-;. O t�. ( )`--4'1 a� . < F✓<:.•, v
� 1, 1 , 3 1 7 25" 2 OE,LVL 86"T-2" 1634% =4.1`a; 1' T� '�1;,
4 (1)2x10 SPF#2(s) sa62"(5-2")` , •1174 ',4;La''i "1,"�� " O •'•'=- -
1%' 11 4 1 9.25" 2 OE,LVL p 110'`(9�2").!, 2089x`,,'41a f 2 �, 1 1
5 (1)2x12 SPF#2(s) ,72",(6`-0")=,',"1361,_:� 4°I a,�.- 1' "�;,1`-�`x �l 5 (1)1125" 2 OE,LVL 134"(11'x2") 2543; •' 4,1.a „>�2�'>- 2 � P
6 (1)2x4 SPF#1/#2 "29'.`(2`;5',') $Slx�c4,k.a 1 , ,"y=1 "::�$F 1�` 6 (1)12" 2 DE,LVL 143 ('1.1'=11"} 2715 4.17";a. 2>
1/#7 12x6 SPF# 2 042';3-6 804 ^> ;4.1a 1; 7 2.OE,LVL x-166( - aZ(1)143162:
8 (1)2x8 SPF#1/#2 %54"(4',>6")<< 1020'y�> 4.1:a';:>', •« -�,1'; 8 (1)16" 20E,LVL 9,188"(15'8','}',^3583%'xa ,Al.a' -,;�Z
9 (1)2x10 SPF#1/#2 66°(5;6")> 1 47„"� ,i;a; 1, �1 �ql'��� 9 (1)18" 2 OE,LVL 210"(ST-6"), ' 4003,, ��F.l,a-� ti r2,
10 (1)2x12 SPF#1/#2; X76"`(64')' 1446 ',_41.a ,I ,.1 5-w,�,1 10 (1)20" 2.OE,LVL I>232"(19'=4")>'- 4417.E 4,1,a ��°2'
11 (2)2x4 SPF#2(s) 1, 38't(3�-2") 732,,••c�4:1.a_x'�.>1- 1• "'�1•• it (1)22" 2 OE,LVL ;253"(21'3") �3""
12 (2)2x6 SPF#2(s) :i 56,;',(4 8','J� -.,I073 `�4.1'a�`u *1 "1�: �„1w; 12 (2)3 5" 2 0E,LVL r 53"(4,-5'=}� ,,` iQ05;--nom 4 La `I'> dp,'y1',f,•
13 (2)2x8 SPF#2(s) 71.,{'-11s),� 1358° >'4:1 a, I 1 .>n;l 13 (2)5 5" 2 OE,LVL 83"(6 r 1586�n'�4.1.a
14 (2)2x10 SPF#2(s) 87"-{T3")'2 1663 y�4aa� ^>^1 -1 SeF 14 (2)725" 20E,LVL x,110"(92")'->> 2097x,=;�%.:4.1.ar ,` ;
24x9.y
15 (2)2x12 SPF#2(s) °101'-(8'-5")�'°x-'-1929ll.: a41 a q �'`,;1;° 1_ " 1 15 (2)9 25" 2 OE,LVL f 141"(11=9")=; 2682,,,•`a4.1.a"` >l2-�; 2".rF;�i',
16 2 2x4 SPF#1/#2 1'<41"3'-5" `..778"N "4J.'i�',4V".l` I 1 16 (2)1125" 2.OE,LVL ��171"(14'-3")a 3270>- ,�4y.1,a, 'Zz,; , 2> ;
17 (2)2x6 SPF#1/#2 60'6(5'•0")°4as 1140 4.1.a.>�z> 1' •1 `l,(, m� •<
18 2 2x8 SPF#1 76,6 ,, x1446 �„41.a; 1�t, .1`�>:,>vvl� 18 (2)14" 2.OE,LVL 213"(17;-9"):,, ^ ` x> �
_ 1086 4;1.a< '�22 �Z
19 (2)2x10 SPF#1/#29V(7'-9") » > -�� ��
< „1768x° 4.1.a :`5;1=- -' 1"" '1'� 19 (2)16" 2.OE,LVL ,244,(20'4. ✓-'4683<'`T;`'� x3 �;a.3..
` `
20 (2)2x12 SPF#1/#2 108"{9'=0")�� -2063 ' "4a.a '''�--> ' 1' " 20 (2)18" 2 OE,LVL '274"(22'-10'%f�- 5285`x``,,4.1a �,,z�3§,° '8� ,2''>
21 (3)2x4 SPF#2(s) 51"{4'-3'>') �' 962 >4.2.a =°,`°,n/a' n/a "1'a, 21 (2)20" 2 OE,LVL '>305"(25'=5,')' 5888>'i 4.1,a F�.�3c .,3 a 2^
1x"
22 (3)2x6 SPF#2(s) 1 a;74',(6'-2°)"., "1410 '4,1 a ,n/a x <n/a x,'1 22 (2)22" 2 OE,LVL „335"j27'-11")`-,6494 "'4.2 a;^'x-3�° �•3' F�u2'"
23 (3)2x8 SPF#2(s) 5£,'94"(T-10"),F;,f789� 23 (3)3 5" 2 0E,LVL 61"(5'-V)Itz;w%1359i( ,41,a,, "n/a v,✓.,n/a?, >lxn;,-
24 (3)2x10 SPF#2(s) ("115"(9'-7t')°t�.,2189 4.1..,-,'---n/a,�'-°-n/a ;;i` 24 (3)5 5" 2 OE,LVL ( 96"(8'4Q) ?> 1831, - 1.a ",%n�a n/a� 1
25 (3)2x12 SPF#2(s) -133"(11'-1") =`2542 -4.1.a` �;"n/a; n/a � 1,: 25 (3)725" 2 OE,LVL 327" 10'=7,',' 2423'--s"'4 2.a
26 (3)2x4 SPF#1/#2 F•;54'x(4"-6")- "'1024;x'.;>41 a- '>n/a, i n/a�y�s��1 26 (3)9 25" 2.OE,LVL 162113'=6,') 3106'k�-.4a,a'" min/a,Gzn/a ;x;T.:�:
27 (3)2x6 SPF#1/#2 �<,79"(6L7") ��3500 '; •41'a" ,an/a-4'n%a' 'X, 27 (3)1125" 2.OE,LVL i�],97"(16'-S")�- 3794 ,4vt.a>` `n/a n/a``F `2
28 (3)2x8 SPF#1/#2 '( �« .1 `/ ";h 2 q/.�iX ,2
%100'$'-4"')„„1902°a 4 .a >.Fn a Ja 1;��.,� 28 (3)12" 2 OE,LVL ,210"(1T-6"J> 405 I",'4.La •>;;n)a ''
29 (3j 2x10
SPF#1/#2 ,122"(10'-2'),-,2327;x" 4.1.ax :',n(a,xyn/ar,• ,1 �' 29 (3)14" 20E,LVL X245"(20';5") 4748>, 41a„ %-n/a�^'•n/a-' z2,,,,
30 _(3)2x12 SPF#1/#2[,1411`(11'-9") 4705'•;'�`�4.1.a'-�•n)a,� n/a1 30 (3)16" 2OE,LVL 280"(23'4");�, 5450,•',�" 4.la�N-, n/arr,,n/aa 2>�
A=LL=360,TL=240,CD=1,0 Wall Height=8 ft Table Load=450 PLF 31 (3)18" 2.OE,LVL '315"(26',3",),,;,x6256 e 4d.a r n/a, n
32 (3)20" 2 OE,LVL 351",(29'3'4)fo;w6869 oT4 xl;a '£n/a ,n/a�,_'`2
33 (3)22" 2 OE,LVL �<386"(32'-2")°` `7588" '4;1eu oja� =n/a; °`'31=
A=LL=360,TL 240,CD=30 Wall Height=8ft Table Load=450 PLF
2nd Fir.Fir/Clg Girders-28'-Wide,7/12-Pitch,Standard Mono-Flat-Truss,35 Pg,110/142(Vaso/VuLT)Exp C,131(VuLT)Exp D
• NO ROOF LOAD TRANSFER(W4-W2) •
Table"R"-Matewall Floor/Ceiling Members(W4-W2): "Per Module" Table"S"-Matewall Floor/Ceiling Members(W4-W2): "Per Module"
1st Fir.Cig./2nd Fir.Fir. Stud Columns' 1st Fir. Reaction
.Clg./2nd Fir.Fir. Stud Columns'
Reaction
S Page# 2x45PF 2x4SPF 2x6SPF g 1 Page If 2x45PF 2z45PF 2z65PF
No Mem Species Max Span (lbs) stud #1/#2 #1/#2 No Mem Species Max Span (lbs) Stud #1/#2 41/112
` (1)2x10 SPF#2(s) ! <s w•,s `,..Q 4 `Az���;� (1)9 25" 2 OE,LVL .N s�- �, ��. _, y, \� ��.
1 over {;. 84"(7`-5"J °,. d 1704 e- 51.a^=�.z 1- ,Xl x,�°�.1 1 over �i15T�(13`-1',')°r, 3003'"Tu,5`l:a ; %2"`,r; 2 'ems 1
1 2x12 SPF#2 s r- '`',; _Fts�.;` i� `�' 1 1125" 2.OE,LVL
(1)2x10 SPF#1/#2 (2)9 25" 2.OE,LVL
2 over i:95T=11") 1814` '`5:1.a',>-s 1 ;>3' 1 2 over 20 0'111(2
(1)2x12 SPF#1/#2 ,�,,., �1r�a> (2)1125" 2 OE,LVL n�< -
(2)2x10 SPF#2(s} .;' <a>�>�' i''<'.,'> .x�r %o- ,'z"��` (3)925" 2 OE,LVL
3 over 126"(b-r6"),'-- '2429 i<5,1:a 9s^^ 2 °2' 1° 3 over 9'230"`(19-2")' '- 508 5:�1:a" n/a°`n-n/a
(2)2x12 SPF#2(s) (3)1125' 20
E,LVL �X`x`F � {° -""-,, '"�` _=�-• _
(2)2x10 SPF#1/#2 y >:�� `���,1=� �.. _";," 'aC'; x;- .F", A=LL=360,TL=240,CD=1.0 Wall Height=8ft Table Load=450PLF
4 over 2'/'' ,J
(2)2x12 SPF#1/#2: ^•moi,✓-% ,,�s ;' %�,'L'`>- �`a�'=�';f
(3)2x10 SPF#2(s)
5 over 166"(13'-10")<a 32I4 ti--jS n/a��x 1=>
(3)2x12 SPF#2(s)
(3)2x10 SPF#1/#2J.
6 over -176"(14'-8 3429`', S.1 a,_��nJa- 'n/a.%,
(3)2x12 SPF#1/#2
A=LL=360,TL=240,CD=1.0 Wall Height=8ft Table Load=450 PLF
03/07/2016 13.2.3.1.5.15
,
Section #4
Typ. Header and Girder Calculations
Section Contents Pages
4.1 T_ yp. Header and Girder Calculations: 1-1-360,TI-240,CD-1.0
(For members supporting floor loads only-NO roof loads)
Summary Sheets 4.1.a thru f
Sample Calculations 4.1.g thru I
Calculations 4.1.1 thru 66
4.2 Tvp.Header and Girder Calculations: 1-1-360,TI-240,CD-1.15
(For members supporting floor loads and roof loads combined)
Summary Sheets 4.2.a thru f
Sample Calculations 4.2.g thru I
Calculations 4.2.1 thru 66
4.3 Tvp.Header and Girder Calculations: 1-1-240,TI-180,CD-1.15
(For members supporting roof loads only-does not include capes)
Summary Sheets 4.3.a thru f
Sample Calculations 4.3.g thru I
Calculations 4.3.1 thru 66
4.4 Tvp.Header and Girder Calculations: 1-1-180,TI-120,CD-1.6
(For roof&wall members supporting wind loads only)
Summary Sheets 4.4.a thru f
Sample Calculations 4.4.g thru I
Calculations 4.4.1 thru 66
4.5 Tvp.Header and Girder Calculations: LL180,TL120,CD-1.15
`(For rafters supporting snow loads only-no finish clg underside of rafter)
Summary Sheets 4.5.a thru f
Sample Calculations 4.5.g thru I
Calculations 4.5.1 thru 66
A.
07 LN Pg. 4.a
03/07/2016
W
O TYPICAL HEADERS&GIRDERS:"SPANS AND REACTIONS" LLA= 1/360 TLA= 1/240 DP= 1.15
Referenced Standards NDS 05,12&15
N
PLF LOAD ON MEMBER 100 15D 200 250 300 350 400 450 Sao - 550 600
LOAD @ END LOAD @ END LOAD @ END LOAD @ END LOAD @ ENO LOAD @ END LOAD @ END LOAD @ END LOAD @ END LOAD @ END LOAD @ END
MEMBER MA%SPAN IFrI (LBS) MAX SPAN(FD (LBS) MAX SPAN(Fr) 0.115) MAX SPAN IFO (LBSI MAXSPAN(Fn (LBS) MAXSPAN IFf) (1.851 MAXSPAN(FTI (m) MAXSPAN(FTI M MAXSPAN(FTI (LBS) MAX SPAN(FT) (LDS) MAXSPAN(Fr) (Las)
(1)2x4 SPF#2(s) 488 247 425 371 369 371 330 414 301 453 2.79 490 261 524 246 555 233 584 223 615 213 640
(1)2x6 SPF#2(s) 759 385 621 543 539 543 482 Goa 440 663 .4o8 717 382 767 3613 813 341 855 326 899 312 939
(1)2x8 SPF#2(s) 960 489 786 Gas 682 688 6.10 768 *57 841 516 908 483 971 455 1028 432 1084 412 1137 395 1189
(1)2x10 SPF#2(s) 1170 598 959 842 832 842 745 940 680 1028 630 1110 Sao 1187 556 1258 528 1326 503 1389 482 1452
(1)2x12 SPF4 2(s) 1353 695 1110 976 963 976 863 1091 788 1193 730 1288 683 1376 644 1458 612 1539 583 1611 559 1685
(1)2x4 SPF 01/#2 S29 268 4S2 394 392 394 350 440 320 482 296 520 277 556 261 589 248 622 237 653 226 680
(1)2x6 SPF#1/#2 806 410 660 577 572 577 512 644 468 706 433 762 405 814 382 863 363 911 346 955 331 996
(1)2x8 SPF#1/#2 Iola 520 834 732 724 732 648 817 592 894 548 965 513 1032 484 1094 459 1153 438 1209 419 1262
(1)2x10SPF#1/#2 1241 637 1017 895 883 895 791 999 722 1093 669 1180 626 1260 591 1338 560 1408 534 1476 512 1543
(1)2x12 SPF#1/#2 1435 740 1178 1038 1022 1038 916 1160 837 1269 775 1369 726 1464 684 1550 650 1636 619 1712 593 1789
(1)3 S'2 OF,LVL 587 297 510 466 463 466 4.28 538 402 606 380 668 363 729 348 785 335 840 324 893 314 944
(1)5 5"2 OF,LVL 924 471 803 735 728 735 673 848 632 954 599 -1054 572 1150 548 1238 528 1325 SID 1408 494 1487
(1)7 25'2 OF,LVL 1219 624 1059 973 951 973 888 1121 834 1261 789 1391 754 1517 722 1634 696 1749 672 1856 652 1964
(1)9 25'2 OF,LVL 1556 802 1352 1245 1226 1245 1133 1434 1064 1613 1007 1778 962 1939 922 2089 888 2234 858 2373 832 2509
(1)11.25'2 OF,LVL 1892 981 1644 1519 1491 1519 13,78 1748 1294 1965 1225 2167 1170 2362 1121 2543 SO 80 2720 1043 2888 1012 3055
(1)12"2 DE,LVL 2018 1049 1754 1622 1590 1622 1470 1867 1381 2099 1307 2313 1248 2521 1196 2715 1152 2903 1113 3083 1079 3259
(1)14"2 OF,LVL 2355 1232 2046 1898 1855 1898 1715 2183 16 ll 2454 1525 2704 1455 2944 1395 3171 1344 3391 1298 3600 1259 3806
(1)16"2 OF,LVL 2691 1416 2338 2176 2120 2176 1960 2501 1841 2810 17,43 3096 ]5 94 3628 15 36 3880 14 84 4120 1439 4355
(1)18"2 OF,LVL 3028 1603 2631 2455 2385 2455 2205 2821 2071 3168 1960 3488 18 71 3797 1794 4089 1728 4371 1669 4639 1619 4905
(1)20"2 OF,LVL 3364 1792 2923 2738 2651 2738 2450 3143 2301 3527 2178 3883 1993 4550 1920 4863 1855 5162 1798 5453
(1)22"2 OF,LVL 37,00 1983 3215 3021 2916 3021 2696 3467 2531 3887 2396 4279 2287 4656 2192 5011 21.12 5356 2040 5683 1967 5972
(2)2x4 SPF#2(s) 615 313 537 493 488 493 453 570 425 641 394 693 369 742 348 786 3 3D 828 315 869 301 906
(2)2x6 SPF#2(s) 967 496 843 769 759 769 68o 859 621 940 S76 1016 539 1085 5 08 1150 4.82 1212 460 1271 440 1326
(2)2x8 SPF#2(s) 1274 659 1105 977 960 977 860 1090 786 1193 728 1287 682 1376 643 1458 610 1536 582 1611 557 1681
(2)2x10 SPF#2(s) 1626 849 1346 1196 1170 1196 1049 1334 959 1460 888 1574 832 1683 785 1784 745 1879 710 1968 680 2055
(2)2x12 SPF#2(s) 1890 995 1556 1389 1353 1389 1214 1550 1110 1695 1029 1828 963 1952 9o9 2070 863 2181 823 2285 788 2385
(2)2x4 SPF#1/#2 667 340 582 535 529 535 491 619 452 683 419 738 392 788 369 834 350 879 334 922 320 964
(2)2x6 SPF#1/#2 1048 540 914 819 806 819 722 914 660 1000 611 1079 572 1153 540 1224 512 1288 488 1350 468 1412
(2)2x8 SPF#1/#2 1381 718 1172 1039 1018 1039 913 1160 834 1268 773 1369 724 1463 683 1551 648 1633 618 1712 592 1788
(2)2x105PF#1/#2 1733 911 1427 1273 1241 1273 11.13 1420 1017 1552 943 1675 883 1789 833 1896 791 1998 754 2093 722 2185
(2)2x12 SPF#1/#2 20 D0 1062 1649 1480 1435 1480 1287 1649 1178 1804 1092 1945 1022 2076 965 2201 916 2319 874 2431 837 2537
(2)3 5"2 OF,LVL 743 380 647 594 587 594 544 687 511 773 484 853 463 932 444 1005 428 1075 414 1144 402 1211
(2)5 S'2 OF,LVL 1170 606 1018 941 9.24 941 856 1086 Bos 1222 762 1348 728 1470 699 1586 674 1698 652 1805 632 1908
(2)7 25'2 OE,LVL 1543 808 1343 1248 1219 1248 11.28 1437 1061 1617 10 O5 1783 961 1945 922 2097 889 2244 859 2383 834 2522
(2)9 25'2 OF,LVL 1969 1044 1713 1603 1556 1603 1440 1844 1354 2072 1283 2284 1226 2489 1176 2682 11.34 2870 1097 3050 10 64 3225
(2)1125'2 OF,LVL 2395 1286 2084 1962 1892 1962 1751 2253 1647 2531 1560 2788 1491 3037 14 30 3270 1380 3501 1334 3718 1294 3930
(2)12"2 OF,LVL 2555 1378 22.23 2097 2018 2097 18 68 2408 1756 2703 1664 2977 1590 3243 1526 3494 1472 3738 1423 3969 1381 4197
(2)14"2 OF,LVL 2980 1626 2593 2463 2355 2463 21.80 2825 2049 3167 19.42 3487 1855 3795 1780 4086 1717 4371 1660 4641 1511 4907
(2)16'2 OF,LVL 3406 1881 2964 2831 26.91 2831 2491 3244 2342 3635 2219 3999 212D 4351 2034 4683 1962 5008 1897 5316 1841 5619
(2)18"2 OE,LVL 3832 2141 3334 3206 3028 3206 28 02 3667 2635 4107 2497 4516 2385 4910 2289 5285 2207 5647 2134 5994 2071 6335
(2)20"2 OE,LVL 4251 2402 3705 3583 3364 3583 3114 4095 2927 4581 2774 5035 2651 5475 2543 5888 2453 6292 2371 6675 2301 7053
(2)2V2 OF,LVL 4659 2663 4076 3965 37 DO 3965 3425 4527 32.20 5061 3051 5558 2916 6041 2797 6494 2698 6938 26 09 7362 2531 7774
(3)2x4 SPF#2(s) 704 361 614 566 559 566 518 654 488 739 464 818 444 894 426 964 412 1036 399 1103 388 1169
(3)2x6 SPF#2(s) 1107 575 965 895 878 895 815 1035 767 1166 728 1289 697 1408 666 1512 632 1593 603 1670 578 1746
(3)2x8 SPF#2(s) 1459 767 1273 1188 1158 1188 1074 1370 10 12 1544 954 1694 893 1809 843 1919 800 2021 763 2118 731 2212
(3)2x10 SPF#2(s) 1861 991 1624 1526 1477 1526 1370 1758 1254 1922 1163 2074 loss 2214 1028 2347 976 2472 931 2591 892 2705
(3)2x12 SPF#2(s) 2264 1222 1975 1836 17 66 1&36 15 86 2046 1451 2234 1346 2409 2261 2572 1190 -2725 11.30 2870 1078 3008 1033 3140
(3)2x4 SPF#1/#2 763 393 665 615 606 615 562 711 529 802 5 02 885 481 969 462 1047 446 1122 432 1195 420 1267
(3)2x6 SPF#1/02 1199 627 1046 974 952 974 883 1124 832 1267 789 1399 750 1517 708 1609 672 1696 641 1778 614 1856
(3)2x8 SPF#1/#2 15.81 838 1379 1293 1255 1293 1164 1490 1092 1671 1013 1803 948 1925 895 2041 849 2148 BID 2252 776 2352
(3)2x10 SPF#1/#2 2017 11185 1760 1662 1601 1662 1454 1873 1331 2047 12.34 2207 1156 2356 1091 2497 1036 2630 988 2755 947 2877
(3)2x12 SPF#1/#2 2453 1340 2140 1958 1871 1958 1681 2179 1539 2380 1428 2565 1338 2738 1263 2900 1199 3D53 1144 3199 1096 3339
(3)3 5"2 OF,LVL 852 441 742 686 674 686 624 791 587 891 557 985 532 1074 511 1159 493 1241 477 1320 463 1397
(3)5 P 2 OF,LVL 1342 708 11.68 109D 1061 1090 983 1256 924 1411 876 1557 838 1699 804 1831 776 1961 750 2083 728 2204
(3)7 25'2 OF,LVL 1769 948 1541 1450 1400 1450 1296 1666 1219 1872 11.56 2064 11.05 2250 10 60 2423 1023 2594 990 2758 961 2918
(3)9 25'2 OF,LVL 2258 1231 1966 1867 17.86 1867 1654 2143 1556 2405 1475 2648 1410 2884 1353 3106 1306 3324 1263 3531 1226 3734
(3)1125'2 OF,LVL 2746 1524 2391 2292 2172 2292 2012 2626 1892 2942 1794 3238 17 15 3525 1646 3794 1588 4058 1536 4309 1491 4555
(3)12"2 OF,LVL 2930 1637 2551 2453 2317 2453 2146 2809 2018 3146 1913 3460 1829 3765 1755 4052 1694 4335 1638 4601 15 90 4864
(3)14"2 OE,LVL 3406 1936 2976 2888 2703 2888 2504 3301 2355 3694 2232 4059 21.34 4414 2048 4748 19,76 5075 1911 5386 1855 5692
(3)16'2 OE,LVL 3871 2238 3401 3332 3090 3332 2861 3800 2691 4247 2551 4664 2439 5069 2341 5450 2258 5822 2184 6177 21-20 6526
(3)16'2 OF,LVL 4330 2545 3826 3782 3476 3782 3219 4307 3028 4808 2870 5275 2744 5729 2633 6156 2541 6576 2457 6973 2385 7365
A (3)20"2 OF,LVL 4785 2860 4251 4239 3862 4239 3577 4821 3364 5374 3189 5892 3048 6394 2926 6869 2823 7333 2730 7774 2651 8212
N (3)22"2 OF,LVL 5234 3179 4659 4704 4248 4704 3934 5340 3700 5947 3508 6516 3353 7066 3219 7588 3105 8096 3004 8584 2916 9061
6f Note
1)Reference pages 4 2 1 thru 4 2 66 within the calculation manual for Indmdual member calculations
t
Section #6
Studs and Stud Column Calculations
Section Contents Pages
6.1 Exterior Studs:
6.1.1 Exterior Studs:Wall Zone"5"
Summary Sheets .a thru
6.1.1.2 Sample Calcu ations 6.1.1.2.e thru j
6.1.1.3 Stud Calculations 6.1.1.3.1 thru 48
6.1.2 Exterior Studs:Wall Zone"4"
6.1.2.1 Summary Sheets 6.1.2.1.a thru d
6.1.2.2 Sample Calculations 6.1.2.2.e thru j
6.1.2.3 Stud Calculations 6.1.2.3.1 thru 48
6.2 Exterior Stud Columns and Jack Studs:
6.2.1 Exterior Stud Columns and Jack Studs: Zone 5
6.2.1.1 MRH=20ft
Summary Sheets 6.2.1.1.a thru f
Sample Calculations 6.2.1.1.g thru I
Stud Calculations 6.2.1.1.1 thru 24
6.2.1.2 MRH=25ft
Summary Sheets 6.2.1.2.a thru f
Sample Calculations 6.2.1.2.g thru I
Stud Calculations 6.2.1.2.1 thru 24
6.2.1.3 MRH=30ft
Summary Sheets 6.2.1.3.a thru f
Sample Calculations 6.2.1.3.g thru I
Stud Calculations 6.2.1.3.1 thru 24
6.2.1.4 MRH=33ft
Summary Sheets 6.2.1.4.a thru f
Sample Calculations 6.2.1.4.8 thru I
Stud Calculations 6.2.1.4.1 thru 24
6.2.2 Exterior Stud Columns and Jack Studs: Zone 4
6.2.2.1 MRH=20ft
Summary Sheets 6.2.2.1.a thru f
Sample Calculations 6.2.2.1.g thru I
Stud Calculations 6.2.2.1.1 thru 24
6.2.2.2 MRH=25ft
Summary Sheets 6.2.2.2.a thru f
Sample Calculations' 6.2.2.2.g thru I
Stud Calculations 6.2.2.2.1 thru 24
6.2.2.3 MRH=30 ft
Summary Sheets 6.2.2.3.a thru f
Sample Calculations 6.2.2.3.g thru I
Stud Calculations 6.2.2.3.1 thru 24
.2.2.4 MRH=33ft
Summary Sheets 6.2.2.4.a thru f
Sample Calculations 6.2.2.4.g thru I
Stud Calculations 6.2.2.4.1 thru 24
FEST1►' Pg. 6.a
03/07/2016
Studs and Stud Column Calculations
Section Contents Pages
6.2 Exterior Stud Columns and Jack Studs: (continued)
6.2.3 Exterior Stud Columns: Maximum Axial Load
6.2.3.1 Braced Stud Columns
Summary Sheets 6.2.3.1.a thru d
Sample Calculations 6.2.3.1.e thru I
Calculations 6.2.3.1.1 thru 16
6.2.3.2 Un-Braced Stud Columns
Summary Sheets 6.2.3.2.a thru d
Sample Calculations 6.2.3.2.e thru I
Calculations 6.2.3.2.1 thru 16
6.3 Interior Studs:
6.3.1 Interior Studs: Residential Code
6.3.1.1 SummaEj Sheets 6.3.1.1.a
6.3.1.2 Sample Calculations 6.3.1.2.b thru d
6.3.1.3 Stud Calculations 6.3.1.3.1 thru 1
6.3.2 Interior Studs: Building Code
6.3.2.1 SummarySheets 6.3.2.1.a
6.3.2.2 Sample Calculations 6.3.2.2.b thru g
6.3.2.3 Stud Calculations 6.3.2.3.1 thru 1
6.4 Interior Stud Columns and Jack Studs:
6.4.1 Interior Stud Columns and Jack Studs: Residential Code
6.4.1.1 Summary Sheets(Braced&Unbraced) 6.4.1.1.a thru b
6.4.1.2 Sample Calculations 6.4.1.2.c thru k
6.4.1.3 Stud Calculations 6.4.1.3.1 thru 6
6.4.2 Interior Stud Columns and Jack Studs: Building Code
6.4.2.1 Summary Sheets(Braced&Unbraced) 6.4.2.1.a thru b
6.4.2.2 Sample Calculations 6.4.2.2.c thru n
6.4.2.3 Stud Calculations 6.4.2.3.1 thru 6
t -
r
g"���A•SF �_� I
Q
a
• 07
Pg. 6.b
03/07/2016
Max.Exterior Stud Axial PLF Capacities at Specific Stud o.c.'s per Wind Zone
Wind Exposure: C Wall Zone: 4 Mean Roof Height: 30 ft
Wail Wind Speed 2x4 SPF Stud 2x4 SPF#1/#2 2x6 SPF Stud 2x6 SPF#4#2
Hgt. Vasd Vult 12"o.c. 16"o.c. 24"o.c. 12"o.c. 16"o.c. 24"o.c. 12"o.c. 16"o.c. 24"o.c. 12"o.c. 16"o.c. 24"o.c.
90 116 1148 653 143 1853 1229 622 "3506° f261 QQ—L,,,, 1753,x; 3$06, 2630 1753
93 120 1089 594 70 1806 1186 582 : 3506 2530 1735 r`Itde"" "'2630 `-'Tt3'
8
100 129 952 455 n/a 1700 1087 488 2630'"" 1576 `€°3506`%x" ;2630" x`!11:753`"
'
101 130 932 434 n/a 1685 1073 474 1554 `=350fi = -2630 11,� `"1753-
110 142 736 219 n/a 1540 936 337 3506 1323 "`3506"-��2630- • ,,1753-
120 155 488 n/a n/a 1370 772 n/a y3506 rrj 2433 1028 '3506 ,, ,,,,,,,a
90 116 924 481 n/a 1566 1017 483f ,,;, €<i;2530.'%,) 1566 3a"�7r,„;,,,,2680,
93 120 864 420 n/a 1520 975 442 50 „ ,,�,F,,2630 1491 „g3306 .,;",,2630 -,Ar 7,53;,
8.5 100 129 724 271 n/a 1416 877 346 ,35Q6, j 2627 1317 '''3506-._„ 2630, ,,,§1753,
101 130 704 249 n/a 1402 863 333 35,06 , 2602 1292 3506 2636 1753"'
110 142 500 n/a n/a 1259 727 n/a a3506 r 2354 1034 x'3506 1-'--2630 ` " ,17.53,-
120 155 231 n/a n/a 1091 561 n/a 3360 2051 697 3sp6 2630 in;-£753
90 116 731 331 n/a 1324 839 365 �+' ;;,{ 2570 1333 „ 3SQ ;, `, `2530153
93 120 671 267 n/a 1280 797 324 �s<n 5o6„ 2488 1253 „'3566„'„ ,`2630 �"1753
9 100 129 528 103 n/a 1178 701 n/a 35Q6 2299 1063
101 130 507 78 n/a 1164 687 n/a yv�_356"°,` 2273 1036 „3506 "2630;2 1753
110 142 292 n/a n/a 1024 551 n/a 3240 2005 751 :;35Abs-, «,",2630
120 155 n/a n/a n/a n/a n7-a—
flo tt =Gray Highlight/Blue Text indicates Compression of plate perpendicular to grain governs.
Wind Exposure: D Wall Zone: 4 Mean Roof Height: 30 ft
Wall Wind Speed 2x4 SPF Stud 2x4 SPF#1/#2 2x6 SPF Stud 2x6 SPF#1/#2
Hgt. Vasd Vult 12"o.c. 16"o.c. 24"o.c. 12"o.c. 16"o.c 24"o c 12"o c. 16"o c. 24"o.c 12"o c. 16"o.c. 24"o.c.
90 116 995 499 n/a 1733 1117 517 7,3,5t?6�„j;,,€„`°2630"^ 1626 -1$5061 2630-,`-,',,,J7,93.,
93 120 928 430 n/a 1682 1070 471 .1 5 6.. ',;,2630 154935136,,,, 26 0„`` , 1753L
8 100 129 763 250 n/a 1560 955 357 � 6 ` �2636,,e 1355 "'9506`
101 130 740 223 n/a 1543 939 340 37506`1',,'d'2630'" 1327
110 142 500 n/a n/a 1378 780 n/a 5tt6;`f 2446 1043
120 155 175 n/a n/a 1182 585 n/a 3501 2117 658 ',3505``"",``”`"2630 ""1753
90 116 768 319 n/a 1448 907 377 1372SS
93 120 700 245 n/a 1399 861 330 Z3S0,6,,' 2597 1287 1j3�06«<E,,,,. 2680 �,,€€ 1753,
8.5 100 129 530 39 n/a 1279 746 n/a ,35Q6 j 2388 1071 ,3506, 2630,2'2630,2' 1753'
101 130 505 5 n/a 1262 730 n/a 3506, 2359 1040 '.:35o6a= ;2530`��,��;E�17S3`
110 142 245 n/a n/a 1099 569 n/a 3375 2065 714 .3506'��:. 2630 �,�',17535
120 155 n/a n/a n/a 903 n/a n/a 3018 1701 238 35�6rE,, '�",2680=r 1715
90 116 573 157 n/a 1210 731 n/a /3506,,"j 2358 1124 3$Qez" ""'"253(kaa� ;`1753
93 120 503 73 n/a 1161 685 n/a 2267 1030 `3966109``x' 2530:I'IT?,II€,7S3-
9 100 129 323 n/a n/a 1043 570 n/a 3278 2043 792 35D6EI€pd 2630=E€€€`,°:il<`'"11753k
101 130 296 n/a n/a 1026 553 n/a 3245 2011 757
110 142 n/a n/a n/a 864 n/a n/a 2929 1693 378 `,;3506 12630='.{ 1655
120 155 n/a n/a n/a 667 n/a n/a 2544 1293 n/a 35th&: ,;`,""2630,=",j 1340
Nunbe� =Gray Highlight/Blue Text indicates Compression of plate perpendicular to grain governs.
Notes:
1) Refer to pages 6.1.2.e thru I for sample stud calculations.
2) Refer to remainder of section#6.11 for individual calculations of studs shown above.
3) Studs must be positioned on edge and be spaced as noted or closer to obtain these results.
4) A stud on"edge-ways"is a stud with it's larger dimension perpendicular to the wall(typical wall construction).
5) Studs to be braced in plane of least dimension by an approved method.
6) Wall height includes a single sole plate and a double top plate(ex:8'high wall=91.5"stud length).
7) Referenced Standards: ASCE7-02,05&10 and NDS 05,12&15.
6.1.2.c
03/07/2016
Max.Exterior Stud Axial PLF Capacities at Specific Stud o.c.'s per Wind Zone
Wind Exposure: C Wall Zone: 5 Mean Roof Height: 30 ft
Wall Wind Speed 2x4 SPF Stud 2x4 SPF#1/#2 2x6 SPF Stud 2x6 SPF#1/#2
Hgt. Vasd Vult 12"o c. 16"o c. 24"o.c 12"o.c. 16"o.c. 24"o.c. 12"o.c. 16"o.c. 24"o.c 12"o c 1191G7 24"o.c.
90 116 980 484 n/a 1722 1107 507 ¢ 506 2Ea30,' 1609 3506 " °280
93 120 913 414 n/a 1670 1059 461 ;jPS06s; 0 ; 1531
100 129 746 230 n/a 1547 943 345 �,E 4506.,���,",30 1335
8 101 130 721 201 n/a 1529 926 327 "€`"3Sp6<"- 30"` 13053 ,06y,H '`ST53
110 142 475 n/a n/a 1361 764 n/a 611E'13506`""1 2419 1013 ix3SQ6 ,a ;;2 «1I53;u
120 155 140 n/a n/a 1163 566 n/a 3470 2084 617 "35Q6.0",,;26330 1'753
90 116 753 303 n/a 1437 897 367 3506 `„263'0` 1354 i1w,03506Mw ,26307,5$,,F”
93 120 684 227 n/a 1387 850 319 3506, 2577 1266 11501 500*1) �w1753A'
100 129 511 14 n/a 1266 734 n/a 350 2367 1048 10`3506,49 2630 :, €1753 n,
8.5 101 130 485 n/a n/a 1249 717 n/a IS06 1 2335 1015 35Q6"*11' 2630V, 1(€1;1753
110 142 217 n/a n/a 1083 553 n/a 3345 2035 679 350`6 •280.91
120 155 n/a n/a n/a 884 n/a n/a 2983 1664 182 356e")"` 2604E 1686
90 116 558 140 n/a 1199 721 n/a 35061,`€"'1 2339 1103 350 `"`'`' 2630,0 "' 1153�6,,
93 120 486 51 n/a 1149 674 n/a 3484 2246 1008 °35i)`VI"' ��2630:R€� -,1763,
100 129 303 n/a n/a 1031 558 n/a 3254 2020 766 35 ;€€' 1 6°80,M, ^' 1733,„
9 101 130 275 n/a n/a 1013 540 n/a 3220 1986 729 35€i6 "" -17.,53
110 142 n/a n/a n/a 848 n/a n/a 2896 1661 335 , I3506 ;2i30aE" 1628
Izu 155 n/a na na 648 n/a n/a 2506 1252n/a 1
lViiifZ�=Gray Highlight/Blue Text indicates Compression of plate perpendicular to gran governs.
Wind Exposure: D Wall Zone: 5 Mean Roof Height: 30 ft
Wall Wind Speed 2x4 SPF Stud 2x4 SPF#1/#2 2x6 SPF Stud 2x6 SPF#1/#2
Hgt. Vasd Vult 12"o.c. 16"o.c. 24"o.c. 12"o c 16"o.c 24"o.c. 12"o.c. 16"o.c. 24"o.c 12"o.c. 16"o.c. 24"o.c.
90 116 797 289 n/a 1584 978 381 3506,'_'-,26301 1395 26 ;; 17 3r9l
93 120 716 195 n/a 1526 922 323 3506`rr?° E2'630�Aj 1299 ,,< 3506_"' 263W,,` 1'7W11`
8 100 129 512 n/a n/a 1386 788 n/a SS660''j 2459 1057 35E6"T 268b,,� ;17mv
101 130 481 n/a n/a 1365 767 n/a 3SCi P11 2425 1020 3506,," 226(#'""" "1753E"
110 142 155 n/a n/a 1171 574 n/a 3483 2098 635
120 155 n/a n/a n/a 940 328 n/a 3093 1690 15
90 116 565 85 n/a 1303 769 n/a 'x350 E€E<<€ 2431 1116 x3506 (<263 ,
93 120 479 n/a n/a 1245 714 n/a 35 ,5,,,,,, 2329 1008 " 350€ r.,2630�, .47,$3
8.5 100 129 259 n/a n/a 1107 577 n/a 3389 2080 731 3S0fE,EE ," 3},,, X753
101 130 223 n/a n/a 1086 557 n/a 3352 2043 687 3jga€ ,r3 ;;„• X53.,,
110 142 n/a n/a n/a 893 n/a n/a 2998 1680 207 361E,', fr3€f;€, 1698
120 155 n/a n/a n/a 657 n/a n/a 2568 1218 n/a AG6 x2630' 1 1333
90 116 361 n/a n/a 1067 593 n/a 3324 2089 842 ""93606 "e,,,,�,,i30..;4'
93 120 269 n/a n/a 1010 537 n/a 3213 1979 721 ,,,3 €)6, '' 50` 753
100 129 17 n/a n/a 872 n/a n/a 2944 1709 399 X506,`�IA30'-` 1667
9 101 130 n/a n/a n/a 852 n/a n/a 2904 1668 345 N3506 7��4 630-11 1635
110 142 n/a n/a n/a 656 n/a n/a 2522 1270 n/a j!M�;�M26301/4 1322
120 155 n/a n/a n/a n/a n/a n/a 2056 742 n/a E506 2593 934
"'A]otsber€€,i=Gray Highlight/Blue Text indicates Compression of plate perpendicular to grain governs.
Notes:
1) Refer to pages 6.1.1 a thru I for sample stud calculations.
2) Refer to remainder of section#6.1.1 for individual calculations of studs shown above.
3) Studs must be positioned on edge and be spaced as noted or closer to obtain these results.
4) A stud on"edge-ways"is a stud with it's larger dimension perpendicular to the wall(typical wall construction).
5) Studs to be braced in plane of least dimension by an approved method.
6) Wall height includes a single sole plate and a double top plate(ex.8'high wall=91.5"stud length).
7) Referenced Standards. ASCE7-02,05&10 and NDS 05,12&15
6.1.1.c
03/07/2016
Max. Interior Stud Axial PLF Capacities at Specific Stud o.c.'s
Building Code: IRC,RCNYS,and MOTFDC
Wall 2x3 SPF#1/#2 2x4 SPF Stud 2x4 SPF#1/#2 2x6 SPF Stud
Hgt 12"o.c. 16"o.c. 24"o.c 12"o.c. 16"o.c 24"o c. 12"o.c. F70 7 24"o c. 12"o.c. 16"o.c. 24"o c
i' "167
€ ' 7 t EIqI'E35%�aEsk);8 1118 838 559 22 ' �'X11
E
yO A! g f�l�jy`t';'!ry%''''s jlfkgn��o"' agd*Fn
8.5 �ry1163506,--
744 42231 _, i 'il%ny
9 884 663 442 1903 1427 951 SIE' 2231,W9 V1 IP116 ,,V 3506 P 2,630%.x'T, E'
NG =Gray Highlight/Blue Text indicates Compression of plate perpen Icu ar to grain governs.
Notes:
1) Refer to section 6.3.1.b thru d for calculation samples. See section 6.3.1 for stud calculations.
2) Studs must be positioned on edge to obtain these results.
3) A stud on"edge-ways"is a stud with it's larger dimension perpendicular to the wall(typical wall construction).
4) Studs must be spaced as noted or closer to obtain these results.
5) Studs to be braced in plane of least dimension by an approved method.
6) Wall height includes a single sole plate and a double top plate(ex:8'high wall=91.5"stud length).
7) Referenced Standards: NDS 05,12&15.
v
6.3.1.a
03/07/2016
Section #2
Snow Loading & Drifting
Section Contents Pages
2.1 Truss Reaction Comparison 2.1.a
Truss Reaction Comparison 2.1.1 thru 13
2.2 Truss Loads-PLF
Truss Loading Converted to PLF 2.2.1 thru 13
2.3 Snow Loads
Balanced&Unbalanced Snow Loads 2.3.a
Eave Overhang Snow Loads 2.3.b
ASCE 7-02,7-05&7-10 Load Comparison 2.3.c
2.3.1 ASCE 7-02 Sample Calculations 2.3.1.1 thru 8
2.3.2 ASCE 7-05&7-10 Sample Calculations 2.3.2.1 thru 16
2.4 Snow Drift 2.4.a
PLF Loading on Supporting Members 2.4.b thru f
2.4.1 Truss Usage to Su ort Drift Loads 2.4.1.1 thru 36
2.4.2 Snow Drift for 4'Vertical Offset 2.4.2.1 thru 57
2.4.3 Snow Drift for 20'Vertical Offset 2.4.3.1 thru 57
J
fr R T
O
07$ '� Pg. 2.a
03/07/2016
Snow Drift Loading Summary Charts: lu=50 ft.
Roof Offset(h)= 4 ft (max) lu= 50 ft Upper Roof Length Truss
Balanced Drift Total Snow Drift Matewall Loads(plf)per House Width° Usage
Pg(psf) Snow(psf) Surcharge(psf) Load(psf) Length(w) TL&LL 20 ft 24 ft 26 ft 28 ft 31 ft Page#
35 27 47.2 74.2 123 in TL= 506 608 658 709 785 2.4.1.21
LL= 421 506 548 590 653
50 38.5 43.6 82.1 102 in TL= 546 655 710 764 846 2.4.1.22
LL= 461 553 599 645 714
60 46.2 41.1 87.3 91 in TL= 572 686 743 801 886 2.4.1.23
LL= 487 584 633 682 755
90 69.3 33.6 102.9 63 in TL= 650 780 845 910 1007 2.4124
LL= 565 678 734 791 875
Roof Offset(h)= 4 ft (max) lu= 50 ft Upper Roof Length Truss
Balanced Drift Total Snow Drift Sidewall Loads(plf)per House Widths Usage
Pg(psf) Snow(psf) Surcharge(psf) Load(psf) Length(w) TL&LL 20 ft 24 ft 26 ft 28 ft 1 31 ft Page#
35 27 47.2 74.2 123 in TL= 618 720 770 821 897 2.4.1.21
LL= 520 604 646 689 752
50 38.5 43.6 82.1 102 in TL= 669 778 833 887 969 2 4.1.22
LL= 570 662 708 754 823
60 46.2 41.1 873 91 in TL= 702 816 873 931 1016 2.4.1.23
LL= 603 700 749 798 871
90 69.3 33.6 102.9 63 in TL= 801 931 996 1061 1158 2.4.1.24
LL= 702 815 871 928 1012
Roof Offset(h)= 20 ft (max)3 lu= 50 ft Upper Roof Length Truss
Balanced Drift Total Snow Drift Matewall Loads(plf)per House Width' Usage
Pg(psf) Snow(psf) Surcharge(psf) Load(psf) Length(w) TL&LL 20 ft 24 ft 26 ft 28 ft 31 ft Page#
35 27 48.3 75.3 125 in TL= 512 614 665 717 793 2.4.1.25
LL= 427 512 555 598 662
50 38.5 59.7 98.2 140 in TL= 626 752 814 877 971 2.4.1.26
LL= 541 650 704 758 839
60 46.2 67.2 113.4 148 in TL= 702 843 913 983 1089 2.4.1.27
LL= 617 741 803 864 957
90 693 90.2 1595 169 in TL= 933 1119 1213 1306 1446
LL= 848 1017 1102 1187 1314 2.4.128
Roof Offset(h)= 20 ft (max)3 lu= 50 ft Upper Roof Length Truss
Balanced Drift Total Snow Drift Sidewall Loads(plf)per ouse Widths Usage
P sf) Snow(psf) Surcharge(psf) Load(psf) Length(w) TL&LL 20 ft 24 ft 26 ft 28 ft 31 ft Pa e#
35 27 48.3 75.3 125 m TL= 626 728 779 831 907 2.4.1.25
LL= 527 612 655 698 762
50 38.5 59.7 98.2 140in TL= 770 896 958 1021 1115 2.4.1.26
LL= 672 780 834 889 970
60 46.2 67.2 113.4 1481n TL= 867 1008 1078 1148 1254 2.4.1.27
LL= 768 892 953 1015 1108
90 69.3 90.2 159.5 1691n TL= 1159 1345 1439 1532 1672 2.4.1.28
LL= 1060 1230 1314 1399 1526
1)Loads above based on 5/12 pitch,worst case condition.
2)16"Eave OH loads added to the Sidewall plf loads above. DL=10 psf,LL=Total Snow Load.
3)20'Max Roof Offset(h)Chart to be referenced for Roof Offsets between 4'and 20'in height.
4) Matewall pif loads shown are"per module".
5)Single-Wide houses-use sidewall chart at twice actual module width.
6)See section 2.4 for sample calculations. Calculations not shown may be provided upon request.
2.4.e
03/07/2016
Snow Drift Design:
Allowable Snow Load/LL(psf)per Truss ox.,Design and Quantity: Ref ASCE7 Standards: 02,05&10
(PSF Based on max unbalanced load applied to roof truss design)
Truss Roof Pitch<or=9/12
Design
psf/O.C. 24"o.c.Spacing 16"o.c.Spacing 12"o.c.Spacing
Sin le Double Triple Sin le Double I Triple Sin le Double I Tri le
35/24 40.5 81 121.5 60.8 121.6 182.4 81 162 243
45/24 52.1 104.2 156.3 78.2 156.4 234.6 104.2 208.4 312.6
50/24 57.8 115.6 173.4 86.7 173.4 260.1 115.6 231.2 346.8
60/24 69.3 138.6 207.9 208 312 138.6 277.2 415.8
Truss 9/12>Roof Pitch<=12/12
Design
psf/O.C. 24"o.c.Spacing . 16"o.c.Spacing 12"o.c.Spacing
Single I Double I Triple Sin le Double I Triple Single I Double I Tri le
35/24 31.2 62.4 93.6 46.8 93.6 140.4 62.4 124.8 187.2
45/24 40.1 80.2 120.3 60.2 120.4 180.6 80.2 160.4 240.6
50/24 44.6 89.2 133.8 66.9 133.8 200.7 89.2 178.4 267.6
60/24 53.4 106.8 160.2 80.1 160.2 240.3 106.8 213.6 320.4
Snow Drift Applied per Truss at 24"o.c.: 20ft Roof Offset,50ft Upper Roof Length,35psf Ground Snow Load.
Loads-Truss at 24"o/c-Projection for Human Occupancy
Surcharge Load From Drift
75.3 psf w(Length of Drift)= 10.417'or 125 004"
66.027 UnBalanced Snow Load=27 psf
56.754
47.481
38 208
27 psf
I J
Snow Drift Applied per Truss at 16"o.c.: 20ft Roof Offset,50ft Upper Roof Length,35psf Ground Snow Load.
Loads-Truss at 16"o/c-Projection for Human Occupancy
41 Surcharge Load From Drift
75.3 psf w(Length of Drift)= 10.417'or 125.004"
69.118 UnBalanced Snow Load=27 psf
62.936
56.754
50.572
44.390
38.208
2.026
27 psf
03/07/2016 Pg. 2.4.1.25
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ATC Hazards by Location JAN 0 8 2020 Page 1 of 1
LUC Hazards by Location
1 `
Search information14
Address: 150 Blossom Ln,Southold,NY 11971,USA -°i"" s `- `�' `; ; v '1"' £"4Ne ;:"crjran`-'.;,; •`_`� ,..
Coordinates: 41057892,-72 43768399999999 "
Elevation: 26 R
Timestam 20 0-0 03T145818106
Hazard Type; Wind :Lon,isiaud.'. 91
6<'ya
ifi'�i,
ASCE 7-16 ASCE 7-10
MRI 10-Year ,> „ .,� _..„__._ 76 mph MRI 10-Year „_ _ „......,_,,......,.,_„ 80 mph
MRI 25-Year .„.,-_.........__,.- ...... 87 mph MRI 25-Year .......,,.,.. 90 mph
MRI 50-Year __ _ _ _ __ ________ 99 mph MRI 50-Year „,- __.. 100 mph
MRI 100-Year __ _ _ _-_- 106 mph MRI 100-Year __ _ _ 110 mph
Risk Category l „......................„...._.. — 119 mph Risk Category f
9 ry P 9 rY ....___._.......,..._,.,�.,.�....... 2 mph .,
Risk Category II _ ._-- 128 mph Risk CategaryII A 136 mph <
You are in a wind-borne debris region d you are also within 1
Risk Category 111 ___-___ „-_ A 137 mph mile of the coastal mean high water line
If the structure under consideration is a healthcare facility and
you are also within 1 mite of the coastal mean high water line, Risk Category III-1V ,_.„-,„„ , A 146 mph
you are in a wind-borne debris region.If other occupancy,use
the Risk Category II basic wind speed contours to determine if it the structure under consideration is a healthcare facility and
you are in a wind-borne debris region you are also within 1 mile of the coastal mean high water line,
you are in a wind-borne debris region if other occupancy,use
the Risk Category 11 basic wind speed contours to determine if
Risk Category IV ,„„------------......_,.,„.A A 142 mph you are in a wind-borne debris region
You are in a wind-borne debris region
ASCE 7.06
ASCE 7-05 Wind Speed „_„., A 121 mph °
You are in a wind-borne debris region
The results indicated here DO NOT reflect any state orlocal amenHments to the values or any delineation lines made during the building code adoption process Users should confirm any
output obtained from this too/with the local Authority Having Jurisdiction before proceeding with design.
Disclaimer
Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer Per ASCE 7,islands and coastal areas outside the last contour should use the
Iasi wind speed contour of the coastal area—In some cases,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is slightly higher NOTE.
For queries near wind-bome debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris
region
Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions
While the Intonnation presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability fords accuracy The material presented
in the report should not be used or retied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other
i licensed professionals ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of
practice,nor to substitute for the standard of care required of such professionals in Interpreting and applying the results of the report provided by this website Users of the information from
this website assume all liability arising from such use Use of the output of this website does not Imply approval by the governing building code bodies responsible for building code approval
and Interpretation for the budding site described by latitude/longitude location in the report.
haps://ha=ds.atcouncil.org/ 1/3/2020
REScheck Software Version 4.6.5
Compliance Certificate
OIL
Project #32923_000 (Job_5/N) � ` .
e
Energy Code: 2015 IECC � 'g�� ?i
iv.. t6
Location: Suffolk County, New York ��.
Construction Type: Single-family � Y
Project Type: New Construction 62
Conditioned Floor Area: 2,701 ft2 0
Glazing Area 14%
Climate Zone: 4 (5999 HDD)
Permit Date: 01/23/2020
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Customer: Scott Builder:Turn Key Mod D Mincemoyer
150 Blossom Lane Flanders, NY 11901 Muncy Homes, Inc.
Southold, NY 11971 1567 Rt442E
Muncy, PA 17756
Compliance: 8.9%Better Than Code Maximum UA: 450 Your UA: 410 Maximum SHGC: 0.40 Your SHGC: 0.27
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area
Assembly or Cavity :Cont. U-Factor
Perimeter
... "I . : .1.�.- - I :.. A
Ceiling 1: Flat Ceiling or Scissor Truss 1,552 50.0 0.0 0.026 40
Ceiling 2: Flat Ceiling or Scissor Truss 13 50.0 0.0 0.026 0
Comment: projection
Wall 1:Wood Frame, 16" o.c. 788 21.0 0.0 0.057 35
Comment:front 2sty
Window:4-35 x 65 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 63 0.290 18
SHGC: 0.25
Comment:f 4
Window: 5-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Law-E 78 0.290 23
SHGC: 0.25
Comment:f 5
Door: 1-64 x 80 2 Sidelites: Solid 38 0.270 10
Comment:f 1
Wall 2:Wood Frame, 16" o.c. 128 21.0 0.0 0.057 5
Comment:front 1sty
Window: 2-35 x 65 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 32 0.290 9
SHGC: 0.25
Comment:f 2
Wall 3:Wood Frame, 16"o.c. 788 21.0 0.0 0.057 34
Comment: rear 2sty
Window: 3-34 x 49 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 35 0.290 10
SHGC: 0.25
Comment: r 1
Project Title: #32923_000 (Job_S/N) Report date: 01/14/20
Data filename: OAPremier Data\REScheck 32000\32923.rck Page 1 of 10
l
bV t
Cavity Cont.
J, y _ ti a , Rtea
Assembiv
U-11-actor UA
ter
Window: 7-38 x 59 SL:Vinyl/Fiberglass Frame, Double with Low-E 109 0.290 32
SHGC: 0.25aS
Comment: r 7
Door: 1-72 x 80 Vinyl SGD: Glass 40 0.280 11
SHGC: 0,34
Comment: r 1 01/23/2020
Wall 4:Wood Frame, 16" o.c. 128 21.0 0.0 0.057 7
Comment: rear lsty
Window: 1-34 x 49 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 12 0.290 3
SHGC: 0,25
Comment: r 1
Wall 5:Wood Frame, 16" o.c. 516 21.0 0.0 0.057 26
Comment: left
Window: 1-34 x 49 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 11 0.290 3
SHGC: 0.25
Comment: 11
Window: 1-38 x 59 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.290 5
SHGC: 0.25
Comment: I 1
Window: 2-48 x 12 7d AW:Wood Frame,Double Pane with Low-E 8 0.280 2
SHGC: 0.32
Comment: 12
Door: 1-32 x 80 15 Lite: Glass 19 0.350 7
SHGC: 0.37
Comment: I 1
Wall 6:Wood Frame, 16" o.c. 516 21.0 0.0 0.057 27
Comment: right
Window: 1-34 x 49 SL:Vinyl/Fiberglass Frame, Double Pane with Low-E 12 0.290 3
SHGC: 0.25
Comment: rt 1
Window: 2-48 x 12 7d AW:Wood Frame, Double Pane with Low-E 8 0.280 2
SHGC:0.32
Comment: rt 2
Door: 1-36 x 80 9 Lite:Solid 22 0.350 8
Comment: rt 1
Wall 7:Wood Frame, 16" o.c. 264 21.0 0.0 0.057 14
Comment: bsmt level stair area
Door: 1-30 x 80 Blank: Solid 18 0.200 4
Comment: bsmt level stair area
Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1,511 19.0 0.0 0.047 71
Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 13 19,0 0.0 0.047 1
Comment: projection
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.5 and to comply with the mandato�y��� grr nts i ted in the RESchi!ck Inspection Checklist.
jvJ �/'�\J ��G ,No e� Digitally signed by Darryl
Darryl Mincemoyer :, Minim er
Name-Title Signature
'`°`D tae 2020.0P*10:07:24-05'00'
Project Notes:
1-Calcs reflect only that portion of the unit assembled in the factory& included in the REScheck. Should further
living space be added or finished a new REScheck shall be completed by others.
2-For unconditioned basements&cape roofs spaces, the builder shall enclose basement& attic stairs.
The walls surrounding the basement&attic stairs shall be insulated & protected with a vapor
barrier. The bldr is responsible for supplying all materials.
3-In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation
floor insulation under the duct.
4-An IRC & IECC Air Barrier& Insulation Checklist is partially completed in plant&supplied to builder with
final house packet for on-site completion by others.
Project Title: #32923_000 Oob_S/N) Report date: 01/14/20
Data filename: 0APremier Data\REScheck 32000\32923.rck Page 2 of 10
V
REScheck Software Version 4.6.5
Inspection Checklist
Energy Code: 2015 IECC
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
x° ,,
,Section, i?!s `s Verifiedr Field Verified
NPre=liispection),P[ati-Review,° -_ ° 4,`tompiies?'-; Comments/Assumptions
Req. VLtre; ue r ;sa
a'1 A s `s.c ��3; '�
103.1, ;Construction drawings and '°`°° _ _ �`` �° -'°'� - °'❑Complies
103.2 :documentation demonstratef ���
9 ❑Does Not
[PR
I]i !energy code compliance for the E 'ire "_ ° - _`" ° �° I
building envelope.Thermal (. P � ,;�� =���° °"�`°°° `° �� °❑Not Observable ,
:envelope represented on F°:°,° '° _ ° ,�• ° ❑Not Applicable
Az
construction documents. :'� �,- , - a "
103.1, ;Construction drawings and ❑Complies
103.2, !documentation demonstrate ) x yam`. � ' N�° '❑
" � Does Not
403.7 :energy code compliance for etas s s
[PR3]1 it lighting and mechanical systems. ' '"' �`` � ' -° �F � `, ❑Not Observable
:Systems serving multiple ° ° ' '' ° ❑Not Applicable
dwelling units must demonstrate
;compliance with the IECC
Commercial Provisions. `°°
0 1. 1 Heating and cooling equipment is I Heating: Heating: ❑Complies
403,'7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not
[PR2] on loads calculated per ACCA E Cooling: Cooling:
Manual i or other methods : Btu/hr Btu/hr ❑Not Observable ,
approved by the code official. ❑Not Applicable ;
� F 1
Additional Comments/Assumptions:
11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) l'!3'1 Low Impact(Tier 3)
Project Title; #32923_000 (job_S/N) Report date: 01/14/20
Data filename: O:\Premier Data\REScheck 32000\32923.rck Page 3 of 10
section
DtltlfitlOEA;'<InS� GtlOttwOiY1Rt@IIiS/t4S+sT7t111ilOrl$
303,2.1 A protective covering is installed to ❑Complies
[F011j3 protect exposed exterior insulation []Does Not
"and extends a minimum of 6 in. below
❑Not Observable'
grade. ❑Not Applicable ,
a�. P
403.9 Snow-and ice-melting system controls'❑Complies
[F012?,;installed. ❑Does Not
( ❑Not Observable'
°❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) '2,1 Medium Impact(Tier 2) '33 Low Impact(Tier 3)
Project Title: #32923_000 Qob_S/N) Report date: 01/14/20
Data filename: O:\Premier Data\REScheck 32000\32923.rck Page 4 of 10
`
,
Project Title: #32y23_UUO (jobS/N) ` Report date: 01/14/20
Additional Comments/Assumptions:
r
t
1 High Impact(Tier 1) -:2 1 Medium impact(Tier 2) ,'3.3 Low Impact(Tier 3)
Project Title: #32923_000 Oob_S/N) Report date: 01/14/20
Data filename: O:\Premier Data\REScheck 32000\32923.rck Page 6 of 10
~
`
16
S- 03A All installed insulation is labeled ElComplies
*1312 or the installed R-values
UlDoes Not
J provided.
E]Not Observable
-,E]Not Applicable
402.1.1, :Floor insulation R-value. R- R- Elcomplies ;See the Envelope Assemblies
402.2.6 1 E]Does N table for values.
[IN111 EJ Wood E] Wood ot
E] Steel EJ Steel E]Not Observable
E]Not Applicable
303.2, Floor insulation installed per 411Complies
402.2.7 !manufacturer's instructions and E]Does Not
[IN211 :in substantial contact with the
A,E]Not Observable
;underside of the subfloor,or floor
:framing cavity insulation is in E]Not Applicable
:contact with the top side of
:sheathing, or continuous
hnsulation is installed on the
underside of floor framing and
:extends from the bottom to the
top of all perimeter floor framing
402.1.1, ;Wall insulation R-value. If this is a: R- R- 'ElComplies See the Envelope Assemblies
402.2.5, 1 mass wall with at least 1/2 of the : :table for values.
,0 Wood E] Wood E]Does Not
402?.2.6 :wall insulation on the wall E] mass F i
t _] Mass E]Not Observable
[IN311 !exterior,the exterior insulation
E] Steel Steel E]Not Applicable
90- :requirement applies(FR10).
zz
303.2 ;Wall insulation is installed per Elcomplies
[IN-411 !manufacturer's instructions.
53,
E]Not Applicable
AdditionaUCmmmmmemts/Aaaummptiomm:
11 High Impact(Tier 1) 1'--2'1 Medium Impact(Tier 2) 1`3 1 Low impact(Tier 3)
`
�
'
Project Title: #3Z9Z3_UOD (JobS/N) Report date: 01/14/20
`
,
/
`
Project Title: #329Z3_UOOOub_S/N) Report date: 01/14/20
` .
`
`
Project Title: #32yZ3_88O (job_S/N) Report date: 01/14/20
`
C It
4013, Compliance certificate posted.
,1`17F iElDoes Not
IE]Not Observable
-SIE]Not Applicable
IEIC
303.1 Manufacturer manuals for omplies
ElDoes Not
[FI18]3 'mechanical and water heating
systems have been provided.
,AE3Not Observable
JE]Not Applicable
AdditimnaKComments/Assumptimns:
/
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low impact(Tier 3) 1 Project Title: #3Z923_O0D (job_S/N) Report date: 01/I4/20
Data �|ename: OAPremierData\REScheck3Z8O8\32y23.rck Page IUofl0
r
2015 IECC Energy
Efficiency Certificate
Above-Grade Wall 21.00
Below-Grade Wall 0.00
Floor 19.00
Ceiling / Roof 50.00
Ductwork(unconditioned spaces):
Window 0.29 0.25
Door 0.28 0.34
iij..
Heating System•
Cooling System:
Water Heater•
Name: Date:
Comments
_1t3,iTNC� H��O►i°1VI�S; INC:
a_�.Y..�,Rnestr 4-i2HigLcvw.y '.D.?aauy::pAz7">,sr:
1Vluncy>Homes 5u�periar Builders Premier=.Euilders
DATE: 01/10/20
JOB#: 32923
BUILDER: Turn Key Mod
The following information is being provided by the modular manufacturer to aid the Builder in completing the
NYDOS required Truss/Pre-Engineered LumberlTimber Frame Notice per Title 19 NYCRR Part 1265. The Builder
shall be responsible to complete the remaining information on the required form and shall submit the completed
form to the Authority Having Jurisdiction upon application for the Building Permit.
PLEASE TAKE NOTICE THAT THE:
(check each applicable line)
P,j New Residential Structure
❑ Addition to Existing Residential Structure
❑ Rehabilitation to Existing Residential Structure
TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE:
(check each applicable line)
Q Truss Type Construction (TT)
Pre-Engineered Wood Construction (PW)
❑ Timber Construction (TC)
IN THE FOLLOWING LOCATION(S):
(check each applicable line)
❑ Floor Framing, Including Girders and Beams (F)
❑ Roof Framing(R)
Q Floor Framing and Roof Framing(FR)
Job, Truss, Trss,Type ]SMP '212
78663'
HINGE MONO' f 146
� 28,'-1150/90
Universal Forest P oats Irm Grand Rapids,MI 40525;W&O Paild4 7.610-,J,n 99 901&lffel Indusbi 2016,
MoVun220907'.
:CoIsht c 2015 Univeital Forest Frodu'Op,Inc.All R1q'hts,-Reserved
2 I 11=2-,B,
'DeCantilever,
tail
SMH*'
t '0412to&.2-0
A6T ?i
6==157(,;Ii),'
wako 7 (LC 9); (LO ii)
144 opt N
Max 13);8ftV24(L613);
2
I ,
vs
X NS , -a - I ''I
lu - — Bt:
14
24-14 - 11.2-10,
13-1042,-'
Plate Offsets jXY)_'rI'04.12.EdoeL [2 2.0-041
SPACING.-'2:0-0 SPACING 1-04, OPFL,, In (10o) Udeq qd PWAS, RIP,
EOADING(psQ IOADI�d tpsk LOADING(pi(), Pliali Gifii DOL A.iS TC, 0.48 Vedfl.L� 421
'MLL 48.2 _7CLL, 7�O >�752,, 240', MT20', 4971144
Lumber WL ,05, Be 0.0 Velt(M -P,39 a 4 lj� lw �MTISHS '1�711144
'(0roundlincyr-90.0) , 1Rep$"iitm:r YES WB 0.48 Horz(ali) 0.00 "04 'ilia,
(around Sniw-_60,CI) (GrL snovol
TCDL" 7.0 'JCDL 10.6 TCOL �4.1)
OCLL (I 'Code 160261M (Ma* 77,16
IICLL 0 �0 0 BCLV TP12 14,
OCNIL 4700• _,BCOt. 15.0 -11COL FT-
LUMBER-
0�040RD �Slrudurzf�m*
TOP or6."odpurlWo
CHORE� �ceptendve_
',T2,-2W SPF 210OF V6E#-�94SPFNO.2
BOT CHORD'74,$P OSS, wees I Ra"t wlept 4,9
VEBS SPP SO4"Excor
-2AOSPDSS 0A dr
4".
P
0',
Mi)c H=1=499(tC 9Y;fi,r-158(LO'13)"
'Max Llplifi-T=425(1.6 90;-Sli(Lbb) IKSY114 w"
Max
j:ORCiS.,(lb)-MiRmilin C"aii1witiodmum T'edslon
TbP,CHARD 'ZZt=
4-1J6--550)8k 45=•37X81,54=409190,74-40049Q
BOTCHORp WEBS' 2.8=;Z'642,08181573
OIL")
REQUIRED FIELD'JOINTCO NI(CijI64t '(�VM*.my
1),Dado,0-3-14 12 deep dslo;0.14 and b.10-flo rolili udgvjrorfiJolhi Ion the boiiCnRace„
Wrnd,.ASCE 7.10,VAw
IJCDLgf.$,psI);,(Aft."ISOMph§12in o.4;TCW:4.20i1;Bcw-a.ops 6;h=xt CAL 11,EV C;enclosed;UVVFRS(eqVsIope)'6abie,ehd.zoni and C-C
tat'gnp!)OL:i4.66-
E-digned by Kevin,Freeman
3f,TCLL-ASCE 7-10;,Pgr�eeo,o 6if(griound�riove);Ps'=482 ps?((tillp PirbaljEip I I p
a
,
4)Roof design a"load has been reduced lo'z;o�unLIbrsIopo.
:5)Uhbalan4id sdow loads have been constdbred f"Is'deis�gp. tjOittlinfIrl'i z
0
7)See HINGE PLATE DETAILS f6rpiatv plac"an -'A
8)Provisions must be made.t*'prolvont latervllrhovrfmgntof h
q)Aila#diti6hal momber'conneii1onishall bqpjovidid1'bybthira for fbicis'&s Wi
ca(ed.,
toy This trusthas been designed fora J0.0Pjfbottom chord Gvd load nonccnqudeet vhth any othei Gvs leads. .5
Tt9
a truss has liven designed for a We load of 20,Dptl ch'lhe hoitom'chiid inial areaswhina a rectangle 1:"161 byZUWde will rd between the batiom
cfiofdartdinyother'membets,whhOCDL-10.0 f
12YPiWAO'Mo6fiinical66nnecUo'n,(byottkars)ottmssWboaf-' platepap sit at jutol-f,
:14}'Take pre u t4 keep the chords in plane,any Wndiingorhvisting of the hinge plate must be repaied before the buldavIs put InM'sorvice.
I field stilleo,mern'beks'ite an inteiiral,part offt trusi design,Ritain a design prolisstonal tospe*finalfield co�rwcdonq and tipigcr#.f
supo N&
y
tod itatid h
iA mbeis must 6s any Joadsig
f6)ThIvtrus,Is'do no In,=_dr�al��h the 2QI2I3CSk.=C%l and nififqrlc�d st6AdaMANSqTPj I preal-tw
i ' sIg d vawd
I?)eased HM685822 I"o ss",I
-114186201 016
M fe 3 a[ (111- tes atall ns as ej, a'qs 1) er
ssionalp,ir�ee 5q qs a s to wen
tiah 'a 16'staii., efinaldstermIna opwhiftr
e rijasnMaire, flig a, floanqA sea no(ana,
ls�� p!abloWerthaloca a is,b �i 1 v�j 0 b0i go al� is
a sk,%,44 s' ated apjpolnlisq.
uniyGfiat'F�fist Piiducts,k16- -280VEASTREL171.14EAD.
AWAANIN -.�,,Vorif'y-,d'o.�ignp�fariibt#i*aWcIREADNPTES
�WM shia6otbe6tor maimedV((houj approvalofthe twWosign aqvihear
f6tr4tingi4thidionday rndm6n.IJuWieFrasp6psibiibis via daiined-undir,,IPiffhis'Oestga Is based'only u*
J;,&j�,jjjtijldog componentto be insfamd and Waded mp6q5-,b
designer-not lmidesiqnar.Bracing ihdom It for latiija)iLippok cij IndMdultweii ijwmbiri
Ji0i`prespDnaHfii¢Gttheerector,Add,Ooaatpermanentbjze0g-oftheevera0structureIstherespopi2'itpcft6ebWR4dettgner,ForpeneraJgutdarycetrega ng
do,delivarytarvitoo ondtri of Airhoriop iv4Tr4sg flat
ft6mWTCA.61DOEnteip6soLN.Madi'son,VASITtO As
03/0712016 1.2.9.1
'UNIVERSALiOREST kQDVCT5, INC:.
Joy TNss• Customer -
7Wal HmsssdE , sMp'� 212'
Thb,pfpfessional engineering seat indicates that a licensed professional has reviewed the design under the standards referenced vdtttip this;dccttmenl,nok hecessadly'=
the curfent.staie building code.The engineeridg seat is not an approval to usb.adesip in a'speeifie state,The final daterrolnitlon oh whether a truss desigh 1§,aCcgptabto,
uriderlhe tocally-adopted building code iesl4h the buRding ofsctat acdestgnated appointee.
tillililkflf/j��. '
.7 .' P M�
� � ��y j��t� +�,*,~ i i�b'�C3�'*e'�� �, x- •s'C�'/►'fL Y� � �{"�YS�Y�� �V
n�aI W . ._
P-01,
-01, S 100
AI
fE1tl(�I3F
i
orpora�c Engine rl,mg
2841 Eastlieltlille,,NE Glragd gpids,;v[I'4952�T97 6(616)364=:1,;61 Pak(GJ
ufpi.eUm,
i),'365=go�0'
03/0712016^ 1.2.9.2
Electrical Load Calculation: MUIYCY HOMES INC.
Ref. NEC 2005/2008/2014,Article 220 Chapter 4,
Optional Feeder and Service Load Calculations W7 ft a4ma—um.At V= '
wwwJUMP
Modular Only
Y
Date: MTW264 Performed By: fl M cemoyer Mfg. Muncy Homes Inc
Model:f'jW 2923
!Turn KeVM60 Scott.
Air Conditioning 0
Central Electric Space Heating x.65) * 0
Less Than Four Separately Controlled
Electric Space Heating Units x.65) * 0
Four or More Separately Controlled
Electric Space Heating Units ( 0 x.40) * 0
mm ft. of Elec Heat at 250 watts per ft= 0 total watts
* Use the larger of the air-conditioning or the
diversified demand of the heating load.
Other Loads:
Watts or Circuit Wire Voltage
Watts Floor# Volt-Amps Ampacity Size
General Lighting 270� 1' �� 8103 15 14-2 120
9 9 ( * x 3)x
sf ��. ._
Small Appliances ( 3 x 1500 ) 4500 20 12-2 120
Range 80Q0;', 40 8-3 240
Dishwasher ;.;,,>.100t1M°° 15 14-2 120
Garbage Disposal -na ;-�;-'j 0 0
Microwave s na 0 0
Washer . ,1500;;. 20 12-2 120
Dryer 30 10-3 240
Furnace ° � na._ 0 0
Water Heater(shipped loose) 4500,:°°p 25 10-2 240
Whirlpool na 0 0 0
Subtotal: 33203 r
*Total square footage per floor
First 10 KW of other loads @ 100% = 10,000 watts
Remainder of other loads @ 40% ( 23203 x.40) = 9,281 watts
Heat Above: - �0°°°fwatts
INET Total Calculated Load: = 19,281 watts
ILL/
' Required Service Size: 19281 240 = - 80.3 Amps
Installed Panel Size = 200 Amps
01/23/2020
ti
Window Schedule MUNCY HOAXES, INC.
W- =
Andersen Silver Line Series (DBL Hung)
Ident. No. U Val Light Vent Type Max Flr Egress Material SHGC
Area SF Or SF
3449 0.29 8.09 4.27 DH 101.13 -- Vinyl 0.25
3565 0.29 11.55 6.13 DH 144.37 6.1 Vinyl 0.25
3859 0.29 11.44 6.02 DH 143 6 Vinyl 0.25
AW4812 0.28 1.60 2.10 Awning 20 -- Vinyl 0.32
Door Schedule
Ident. No. Size U Val S.F. Material Finish Type
Glazing
32 32"x80" 0.35 8.61 Steel PTD 15 Lite
36 36"x80" 0.35 5.50 Steel PTD 9 Lite
36SL2 36"x80" 0.27 4.07 Steel PTD 2 Lite w/2 Sidelites
72VINYL 72"x80" 0.28 31.90 Vinyl Vinyl Sliding Glass(Silver Line)
CZtu01/23/2020
i
Whole House Ventilation Supply Air Worksheet: 2-Story
Job#: Construction: SeimTigfft
Date: 1/13/2020'"= 1st Story Area: __1565 Oft
#of Stories: 2.` 1st Story Clg Height: 9`ftf
#of Bedrooms: 2nd Story Area: 113?. q ft'
#of Fireplaces: 2nd Story Clg Height:
Total Building Area: ?_,,-2702 sq ftZ,41.1
Building Volume: .-23181cu k,,.,
1_LI
Air Change/Hour(ACH)Value: ''"'0.28,
lkw (ACH x Volume) 60 minutes=CFM Provided: 1Q8 cfrri"°
Additional CFM provided from Fireplaces: ; 0cfm, ,,'a"
( Total CFM Provided: ' d �108`cfrnti'
<, CFM Required per 2012/2015 IRC-Table M1507.3.3(1): ;' `-'°75 i frn
Supply OK or NG OKI' zF
01/23/2020
Whole house ventilation exhaust is provided by a continuous run bath fan. See electrical plan
for the identified fixture locations and size.
Manual J Table 5A - Infiltration Air Change Values for Three or Four Exposures
Default Air Change Values"for Twto"story Construction
Construction Air Changes per Hour—Heating Ififiltration 1
Floor Area of Heated Spaet(SgEt) i fm for One
Fireplace
'900 Or Less 901 to 1500 1501 to 2000 2001 to'3000 3001 or More
right (1.27 0.20 0:18" 0,15 17:18 0,
Semi Tight 0.53 3.39 .0.34 0.28 0.25 13
Average 0,79 0.58 0.50 0.41 0.37 20
Semi-Loose 1.23 0.90 0.77 0.63 0:56 27
Loose 1.67 122 1.04 0.85 0.75 33
`1) For one additional fireplace,add-7 CIm,to.the above fireplace values:For two or in4re-pdditt6nal fireplaces,add 10 Cfm(total)to the 2156ve.
2012/2015 IRC-Table M1507.3.3(1)
TABLE M1507.3.3(1)
CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
DWELLINO,UNIT NUMBER OF BEDROOMS,
FL60RAREA 0-1 2-31 4-5 1 6-7 1 >�T
(square feet)' Airflow In CFM
1,500 30 45 60 75 90'
1,501-3,000 45 60 75 90 105
3,001-4,5,00 60 75 90 105 120
4,501-6,000 75 90Z 105 120 135
6,001-7,500 90 .105 126 135 150
�>7,500 105 120 1,35 150 165
For SI.1.9quare foot=0.0029 M2,1 cubic foot per minute=0.0604719 mals.
IRC Braced Wall Program - Applicability Check - "Wind Design"
�3, _ P'ogram OK io use,''wind§peei4'rits v ifhin prescriptive 2015
Ultimate Wind Speed: _ IRC requirements.
Model Specific Information:
Sales Division: Premler,Bailde'r`s,`° No.of Stories: 2 ,
�
Designer ;'`Darryl Mincemoyer: Townhouse?: No"", z_
Database No: 32W 0(? Wind Exposure:
=M-<
Date: 1114'%2{320 Seismic Zone: a'B
Footnotes for Braced Wall "Wind" Analysis Pages:
1) Braced Walls to be located in accordance with section R602.10 and a minimum of 20 ft from edge to edge
of BWP(R602.10.2.2).
2) If Continuous Sheathing (CS-WSP) per R602.10.4.2 is used, Braced Wall Panels(BWP's)shall be
required at each end of the Braced Wall Line, or 10'-0"away max with an 800 lb hold-down at the BWP
closest to the end of Braced Wall Line. Minimum BWP width dimensions shown in table have been
interpolated from Table R602.10.5.
3) Required length of Braced Wall required interpolated from Table R602 10 3(1). Braced Wall total installed
shall not be less than 4' in any one Braced Wall Line
4) Andersen or MW Equivalents: 3037=24210, 3465=2852, 3857=3046,4237=34210,4257=3446,
2257= 1846, CW13=CW13.
5) A"glazed"door represents a Slider, French, or Patio door and uses the worst case(largest)opening for the
nominal size given.
6) Method GB(Drywall Cladding), minimum panel lengths are 96"when drywall one side only, and 48"when
drywall both sides(Table R602.10.5)
7) Framing Below: For Seismic Zones A, B, &C,fasten the bottom plate of Interior Braced Wall to joists or
blocking below with (5) 0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each joist w/(3)
0.131"x 3-1/4"nails each side(Figure R602.10 8(2)).
8) Framing Above: For Seismic Zones A, B, &C, fasten the top plate of Interior Braced Walls to the truss or
blocking above with (5)0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each truss bottom
chord w/(3)0.131"x 3-1/4"nails each side or 6"o.c.for continuous blocking per(Figure R602.10.8(2))
Footnotes for Braced Wall Analysis Pages: Alternate Braced Walls
9) For a 9'-0"high wall,Table R602.10.5 allows a 2'-8"wide ABW Method Panel to replace a 4'-0"wide WSP
method panel. 4.0/2.67= 1.5= Multiplier used to determine Equivalent WSP BW Length when ABW
panel exceeds 2'-8"in length.
10) For an 8'-0"high wall,Table R602.10.5 allows a 2'-4"wide ABW Method panel to replace a 4'-0"wide WSP
Method panel 4.0/2.33= 1.714=Multiplier used to determine Equivalent WSP BW Length when ABW
panel exceeds 2'-4"in length.
11) Exterior Sheathing Fastening for ABW Method Panels:
1st Floor of 2-Story- 8d 4"o.c. Edge Fastening
@ 9 9 3/8"Min.Wood Structural Panel r ILki
8d @ 12"o.c Field Fastening Sheathing Both Sides of Wall
1-Stry or 2nd Fir of 2-Stry: 8d @ 6"o.c. Edge Fastening 3/8"Min.Wood Structural Panel
8d @ 12"o.c. Field Fastening Sheathing One Side of Wall
12) ABW Hold-downs Required for an 8'or 9'high wall, Seismic"C"max(Table R602.10.6.1) y �'
One-Story or 2nd Floor of Two-Story: 1800 Ib capacityu
1 st Floor of Two-Story: 3000 Ib capacity
0 s251�
Program Date: Created 3/24/2015 Program Revision Date: 9/11/2019 10 c q �'
01/23/2020
I
a
Braced WaiiAnalysis 2015 International Residential Code
Sales Division Database Designer Date No of Stones Wind Speed Wind Exp. Seismic
PremierBwlders 32923 000 Danyl Mmcemoyer 111412020 2 136 C 8
Braced Wall Line: A Location:Rear Long Wall
Window' Width x Height Quantity
2257 22 5" x 57 5" 1- , Floor Level Roof Pitch° ,7112
2259 22 5" x 59 5" 9 ft Wall Height Eave to Ridge Hgt 8737.ft
3037 30 5" x 37 5" - °58 ft • BW Line Total Length
3449 e`' 34 5" x 495" 31b" 27.5 ft=.BW Line Spacing
3465 _ 34 5" x 655" 24 29 ft Sum of Openings in BWL
3565 35 5" x 65 5" - 16,375 ft Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP)
,,3857 38 5" x 1 57 5" Oft - BWP Value reduction for Method WSP BWP's<4'vide(Table R602 10 5 2)
"3859 ' 385" x 59 5" _3 0-1 No of panels 42"wide
4237• 42 5" x 37 5" " _ 4D.665 ft Sum of Openings&Walls Not Used as BWs m the BWL
4257 42 5" x 57 5" WSP,ABM BW Method(Table R602 10 4)
CW13 29 5" x 36 5" 14.38 ft-Length BW Required(Table R602 10 3(1))s
- x - Alt Braced Wall and Portal Frame Braced Wall-Length Adwstments
x vVft- , Length of CS-PF or PFG Panels in BWL F7nla PF Method
x Oft CS-PF or PFG Panel BW Length Adjustment
x - Oft Length of PFH Panels in BWL [0 No of PFH panels in BWL
X - 0 It ' PFH Panel BW Length Adjustment 'ABW Panel Lengths"
Doors Oft Total Length of ABW Panels in BWL O 0` 0, "
32 3451. x 82" - `Oft ABW Panel BW Length Adjustment 0
36 3861, x 82" Ad'ustments: All values extracted or interpolated from Table R60210 3 2
36 s11' 52" x 82" �-,1.30 Adj for Exposure
36 s12 `` 65 5" x 82" 0,95- Adj for Eave-to-Ridge-Hgt Ng Segmented Wall Adjustment?
5'glazed.,, 60" x 82" =j 0.95 Adj for Wall Height 1.00 Adj for 800 Ib HD each BWP
6'glazed,- 72 5" x 82" 1, 1.00 Adj for#of Braced Wall Lines
8"glazed, 96" x 82" "' :E Number of BWL's Parallel to BWL Being Analyzed
9'Gar Or,' 108" x 82" 1.00 Adj for Not Fastening Interior Gypsum
16'G6 Dr 192" x 82" No Apply Adjustment?
Special ,1,00 Adj to Remove Honz Shthg Seam Blocking WSP (R602 10 10,Ex#3)
" x No If sheathing is applied horizontally,apply adjustement?
x Total BW Required AfterAdiustments
x 16.87ft BWAdjReq'd (1438xl3x095x095xlxlxixl)=1687
x1Z335,ft BWProvided (58-40665)
Pass or Fail?
Braced Wall Line- B Location:Front Long Wall
Window' R 0. R 0 Quantity BWP
CS-WSP Method
Width x Height BWP Adj to R 0'
_2257 22 5" x 57 5" "'1 Floor Level Roof Pitch 7112
2259 - 22 5" x 59 5" - 9 ft''- Wall Height Eave to Ridge Hgt
'3037, 30 5" x 37 5" -;613 ft BW Line Total Length
4449 34 5" x 49 5" -27.5 ft BW Line Spacing
3465 34 5" x 65 5" 23.71 ft Sum of Openings in BWL
3565• 35-5" x 65-5" 4 `27.0 3.5 ft Non-Qualifying Panels in BWL(&or Portions of Wan Not Used as BWP)
3857',, J 38 5" x 1 57 5" Oft ° BWP Value reduction for Method WSP BWP's<4'vide(Table R602 10 5 2)
3859 1 38 5" x 59 5" 2 27 0 "0;°,No of panels 42"wide
4237 - 42 5" x 37 5" 27:21,ft Sum of Openings&Walls Not Used as BWs in the BWL
4257°' 42 5" x 57 5" CS-WSP BW Method(Table R602 10 4)
'CW13. 29 5" x 365" > ' -12 ft-, Length BW Required(Table R602 10 3(1))'
x - Alt.Braced Wall and Portal Frame Braced Wall-Length Adjustments
x Oft Length of CS-PF or PFG Panels in BWL iia PF Method
x ^0 it, CS-PF or PFG Panel BW Length Adjustment
X Oft,' Length of PFH Panels in BWL 0 No of PFH panels in BWL
X Oft PFH Panel BW Length Adjustment 7J
Door' Oft '0 Total Length of ABW Panels in BWL "e,0, 0 0 _
32 34 5" x 82" - 0 ft - ABW Panel BW Length Adjustment 0
-36,, 38 5" x 82" Ad ustrn ts• All values extracted or interpolated from Table R60210.3 2
36 sl1 52" x 82" 1,30' Adj for Exposure
36 s12 6S•5" 8 ' 1 31;0` ' '0.95 , Adj for Eave-to-Ridge-Hgt No Segmented Wall Adjustment?
5'glazed x uz A`, 0.95 Adj for Wall Height ,1.00 Adj for 800 Ib HD each BWP
6'glazed ✓ ? 1.00>-=Adj for#of Braced Wall Lines
8'glazeck Number of BWL's Parallel to BWL Being Analyzed
V Gar, X 84' x 82" - 1.00 Adj for Not Fastening Interior Gypsum
' 16'G C3°r 92" Z; 9 8,2' - No Apply Adjustment?
SP-J1,*- 100 Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI
No,Horizontal sheathing blocking req'd for CS-WSP Method
S=i �.�"`axx,,,^ �� - ..", - Total BW Required After Adiustments
SN, x" "' 14.08ft BW AdjReq'd (12x13x095x095x1x1x1x1)=1408
a S ,r F1C> 30:79 ft BW Provided (58-27 21)
' Pass or Fad? -
P n Rew,
01/23/2020
1
t �
Braced Wall Analysis 2015 International Residential Code
Sales Division Database Designer Date No of Stones Wind Speed Wind Exp. Seismic
Premier Builders 32923 000 Darryl Mmcemoyer 1/14/2020 2 136 C B
Braced Wall Line: 1 Location:Left End Wall
Window' R O x R 0 Quantity Min CS-WSP Method
Width Height BWP Adj to R 0 Y
`2257 22 5" x 57.5" 1_ Floor Level Roof Pitch 7112-_-
;2259 , 22 5" x 59 5" 9 ft_",- Wall Height Eave to Ridge Hgt ""8 3Tft
r.3037 30.5" x 37 5" - - 26.75 ft BW Line Total Length
"^,3449 -- 34 5" x 49 5" 1A" 27.0 ``10.06ft BW Line Spacing
3465 34 5" x 65 5" `8 968' Sum of Openings in BWL
r`3565 35 5" x 65 5" Q:5833 ft Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP)
3857, ^ 38 5" x 57 5" 0 ft'- BWP Value reduction for Method WSP BWP's<4'vide(Table R602 10 5 2)
3859 38 5" x 59 5" 1 27.0 D No of panels 42"wide
4237 425 x 37 5" - ;9.5433 ft Sum of Openings&Walls Not Used as BWs in the BWL
-4257 42 5" x 57 5" CS-WSP BW Method(Table R602 10 4)
GW13 29 5" x 36 5"
-5.19 ft Length BW Required(Table R602 10.3(1))3
- x - Alt Braced Wall and Portal Frame Braced Wall-Length Adiustments
x Oft Length of CS-PF or PFG Panels in BWL ; nla", PF Method
x CS-PF or PFG Panel BW Length Adjustment
x Oft - Length of PFH Panels in BWL No of PFH panels in BWL
x �> 0 it PFH Panel BW Length Adjustment
Door' Oft Total Length of ABW Panels in BWL 0 0 '0
32, `°'- 3451. x 82" ; 't ;31A. Oft ABW Panel BW Length Adjustment 0
„ 36 3851. x 82" Ad ustrn is All values extracted or interpolated from Table R60210.3 2
36 sl1 52" x 82" 1.30 Adj for Exposure
„ 36 s12. 65 5" x 82" 0,95 r`Adj for Eave-to-Ridge-Hgt Na Segmented Wall Adjustment
5'glazed, 60" x 82" - -0.95 'Adj for Wall Height t.00 Adj for 800 Ib HD each BWP
6'glazed A 72 5" x 82" 1.45 Adj for#of Braced Wall Lines
^
-8'glazed 96" x 82" _ 4 Number of BWL's Parallel to BWL Being Analyzed
9'`GarDr,,< 108" x 82" f.QQ Adj for Not Fastening Interior Gypsum
16'Gar Dr 192" x 82" N. Apply Adjustment?
Special `1.001` Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI
x No Honzontal sheathing blocking req'd for CS-WSP Method
x 9 „a- Total BW Required AfterAdiustments
x8.83 ft BWAdjReq'd (519x13x095x0.95x145x1x1x1)=883
x17.207 ft BW Provided (26 75-9543333)
Pass or Fail? a+^ PAW,,
Braced Wall Line, 2 Location:Right End Wall
Window' R 0 x R 0 Quantity Min CS-WSP Method
Width Height BWP Adj to R 0.2
-2257 '. 22 5" x 57 5" "`1 ' Floor Level Roof Pitch 7ft2,
.2259 22 5" x 59 5" 9 ft Wall Height Eave to Ridge Hgt
3037 30 5" x 37 5" 26.75 ft BW Line Total Length
3449., 34 5" x 49.5" 1 27.0"`, "`e' 16.14&ft BW Line Spacing
3465 f 34 5" x 65 5" 6.68 ft Sum of Openings in BWL
3565, 35 5" x 85 5" 2%,,':Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP)
3857- 38 5" x 1 57 5" 1v _ '0 ft� LBWP Value reduction for Method WSP BWP's<4'vide(Table R602 10.5 2)
.3859'' 38 5" x 595" -ONo.of panels 42"vide 0
4237,> 42 5" x 37 5" - ',6 O8 ft Sum of 0penings&Walls Not Used as BWs in the BWL
4257' 42 5" x 57 5" s CS-WSP BW Method(Table R602.10 4)
CW13` 29 5" x 36 5" ^ _ 7.46ft 11 Length BW Required(Table R602 10 3(1))3
x « Alt.Braced Wall and Portal Frame Braced Wall•Length Adjustments
x Oft Length of CS-PF or PFG Panels in BWL Na .`PF Method
x Oft- CS-PF or PFG Panel BW Length Adjustment
x ;;Oft Length of PFH Panels in BWL a]No of PFH panels in BWL
x Oft PFH Panel BW Length Adjustment
Door' 0 ft Total Length of ABW Panels in BWL 0_a 0, 0 s
32..` 346 x 82" _ -0 ft ABW Panel BW Length Adjustment _Q
36 38 5" x 82" Ad ustments: All values extracted or interpolated from Table R602.10 3 2
.36si1; 52" x 82" `-1.30.. Adj for Exposure
36s12 ;u 65 5" x 82" 4,95; Adj for Eave-to-Ridge-Hgt FNciSegmented Wall Adjustment?
5'glaze d 82" :4,95 Adj for Wall Height t.00 Adj for 800 Ib HD each BWP
6',01 2. ', kI, 1.45•'°Adj for#of Braced Wall Lines
"4,- Number of BWL's Parallel to BWL Being Analyzed
1.00,`,Adj for Not Fastening Interior Gypsum
6'U"r Ir 1 2 x _ 1' No"Apply Adjustment?
fi pys�iel I A A a��A« 4.00:i Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI
` Flt x
TV,[ k`'' '" No Honzontal sheathing blocking req'd for CS-WSP Method
t> 7 " `� Total BW Required AfterAdiustments
„sti, r c M26BWAdjReq'd (746xl3xO95xO95xl.45xlxlxl)=1269
x . � ? .��k BW Provided (26.75-8 08)
Pass or Fad? 2i'ASS. `ss
P.
01/23/2020
t �
Braced Wall Analysis 2015 International Residential Code
Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic
Premier Builders 32923 000 DarrylMmcemoyer 111412020 2 136 C B
Braced Wall Line: 3 Location:Interior Braced Wall
Window' R 0 x R 0 Quantity Min CS-WSP Method
Width Height BWP Adj to R O'
225T"` 22 5" x 57 5" A "" Floor Level Roof Pitch 7112
2259 22 5" x 595" 9ft,, Wall Height Eave to Ridge HgtJ 837 ft
'3037 30 5" x 37 5" „ s" - 27,5ft BW Line Total Length
3449 34 5" x 49 5" '31.375 ft BW Line Spacing
3465, 34 5" x 65 5" 0 it Sum of Openings in BWL
3565 35 5" x 65 5" 0.4Wft Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP)
3857'� 38 5" x 1 57 5" Oft BWP Value reduction for Method WSP BWP's<4'vide(Table R602 10 5 2)
3859 38 5" x 59 5" 0 No of panels 42"vide
4237° 425 x 37 5" - 0.4584 ft Sum of Openings&Walls Not Used as BWs in the BWL
4257".• 42 5" x 57 5" CS-WSP BW Method(Table R602 10 4)
CW13'` 29 5" x 36 5" 13,55'ft Length BW Required(Table R602 10 3(1))3
- x - AIL Braced Wall and Portal Frame Braced Wall-Length Adiustments
x '" O,ft, Length of CS-PF or PFG Panels in BWL nta PF Method
x 0 ft" CS-PF or PFG Panel BW Length Adjustment
x -_Oft` Length of PFH Panels in BWL M,, ,No of PFH panels in BWL
X 0 ft- PFH Panel BW Length Adjustment
Doors Oft Total Length of ABW Panels in BWL of,0
32 34 5" x 82" - 0 ft°- ABW Panel BW Length Adjustment ,z 0',
36, 38 5" x 82" Ad'ustments• All values extracted or interpolated from Table R602.10 3 2
36 sl1 52" x 82" 1.30 Adj for Exposure
36 s12 ' 65 5" x 82" -'0,95 95 Adj for Eave-to-Ridge-Hgt F,No. Segmented Wall Adjustment-2
5',glazed^ 60" x 82" A 045 ;Adj for Wall Height 1 00 Adj.for 800 Ib HD each BWP
=6'glazed 72 5" x 82" 1 A Adj for#of Braced Wall Lines
-8'glazed 96" x 1 82" 4 INumber of BWL's Parallel to BWL Being Analyzed
9 Gar Or 108" x 82" 1.00 -Adj for Not Fastening Interior Gypsum
16'Gar Dr"° 192" x 82" No Apply Adjustment
Special 100°'Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI
x 1 1, 1 No I Horizontal sheathing blocking req'd for CS-WSP Method
x Total BW Required After Adjustments
x n :23,05ft BWAdjReq'd (1355xl3xO95XO95xl45xlxlxl)=2305
° x 27.042 ft BW Provided (27 5-0 4584)
Pass or Fail? e77, N "`PAS3;,777,7,77,
Braced Wall Line: 4 Location:Interior Braced Wall
Window° R O x R 0 Quantity Min CS-WSP Method
Width Height BWP Adj to R.0'
2257 225.1 x 57 5" 1,ry Floor Level Roof Pitch = 7/12 ,
2259 "' 22 5" x 59 5" 9`ft'= Wall Height Eave to Ridge Hgt "8,37 ft
,3037 30 5" x 37 5" 27.6ft BW Line Total Length
3449 `_ 34.5" x 49 5" 3-375,ft BW Line Spacing
3465 34 5" x 65 5" 0 ft, Sum of Openings in BWL
3565' 35 5" x 65 5" -3.417 ft Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP)
3857^ 38 5" x 1 57 5" oft BWP Value reduction for Method WSP BWP's<4'vide(Table R602 10 5 2)
3659 38 5" x 59 5" 'O,; No.of panels 42.wide EE
423 x- 42 5" x 37 5" -3 417 ft Sum of Openings&Walls Not Used as BWs in the BWL
4257' 42 5" x 57 5" GS-WSP_ BW Method(Table R602.10 4)
CW13 29 5^ x 36.5"
13,55 ft Length BW Required(Table R602 10 3(1))3
x Alt Braced Wall and Portal Frame Braced Wall-Length Adjustments
x 0 ft--, Length of CS-PF or PFG Panels in BWL .-;,p/a PF Method
X 0 ft,',i CS-PF or PFG Panel BW Length Adjustment
x Oft Length of PFH Panels in BWL �No of PFH panels in BWL
X O ft;`_PFH Panel SW Length Adjustment
Doors Oft Total Length of ABW Panels in BWL 0 0 0
32 3451. x 82" - Oft ABW Panel BW Length Adjustment 0,"
36 38 5" x 82" Ad'ustments All values extracted or interpolated from Table R60210.3 2
36 slV, 52" x 82" 1330., Adj for Exposure
36s12 65.5" , mm 0,95"<Adj,for Eave-to-Ridge-Hgt {Ub'Segmented Wall Adjustments
,5'glazed 60' 8"^ / ° ,- 0,95>- Adj for Wall Height 1.00 Adj for 800 Ib HD each BWP
6'glazed ( `• ;44 I JAS''Adj for#of Braced Wail Lines
8'.glazed 82" ? 74 1 Number of BWL's Parallel to BWL Being Analyzed
9'Gar Di 103 x Y `- 1,00 "-Adj for Not Fastening Interior Gypsum
16',GatUr U 19 , x 4 ORI �) "% &f - :Na Apply Adjustment?
Special W— $ ;`'$r ,°,411' t 1'DO Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI
1 x € ""` ' - (g - No Horizontal sheathing blocking req'd for CS-WSP Method
4 x Total BW Required After Adiustments
} t ` x I �' 23,05ft. BWAdjReq'd (1355xl3x095x095xl45xlxlxl)=23.05
30.917ft I BW Provided (27.5--34167)
Pass or Fail?
Program 6,_,--n D
01123/2
Braced Wall Analysis 2015 International Residential Code
Sales Division Database Designer Date No.of Stories Wind Speed Wind Exp. Seismic
Premier Builders 32923 000 Darryl Mmcemoyer 111412020 2 136 C B
Braced Wall Line: A Location:Rear Long Wall
Window' R.0 x R O Quantity Min CS-WSP Method
Width Height BWP Adj to R 0'
2257, 2251. x 57 5" 2• Floor Level Roof Pitch° 7l12
2259:; 22 5" x 59 5" 8 ft Wall Height Eave to Ridge HgtJ 8.37 ft
3037< 30 5" x 37 5" P= �. - 42 ft- BW Line Total Length
"'.3449 34 5" x 49 5" G 4 s 24:0 H` ;Y t 27,6 ft BW Line Spacing
3465 34 5" x 65 5" - - X15.71 ft"Sum of Openings in BWL
3565.`;Z 35 5" x 65.5" Oft Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP)
3857 38 5" x 57 5" ° ;= %Off << BWP Value reduction for Method WSP BWP's<4'monde(Table R602 10 5 2)
3859 38 5" x
5951, 4,;, =24 D,:a'' 0 No of panels 42"wide D No of panels 36"wide
4237` 42 5" x 37.5" Y - 15.71 ft, Sum of Openings&Walls Not Used as BWs in the BWL
4257 42 5" x 57 5" CS-WSP BW Method(Table R602 10 4)
CW13 29 5" x 36 5" 6,5 ft Length BW Required(Table R602 10 3(1))3
x Alt Braced Wall and Portal Frame Braced Wall-Length Adjustments
x Off Length of CS-PF or PFG Panels in BWL rila PF Method
Oft > CS-PF or PFG Panel BW Length Adjustment
x Oft >,Length of PFH Panels m BWL ONo,of PFH panels m BWL
x " ' 0 ft, PFH Panel BW Length Adjustment
Doors Oft Total Length of ABW Panels in BWL D '*, 0 0,..
32 - " 34 5" x 82" Oft... ABW Panel BW Length Adjustment '0
36 3851, x 82" y''e Adjustments: All values extracted or interpolated from Table R60210.3 2
,;'36sll 52" x 82" I
for Exposure
,--36 s12 65 5" x 82" h for Eave-to-Ridge-Hgt Ng Segmented Wall Adjustment?
5'glazed'r 60" x 82" - aT`- for Wall Height 1.00 Adj.for 800 Ib HD each BWP
6'glazed 72 5" x 82" for#of Braced Wall Lines
8'glazed` 96" x 82' - "- Number of BWL's Parallel to BWL Being Analyzed
-''WGarDr 108" x 82" - for Not Fastening Interior Gypsum
�96'GarDr 192" x 82" - Apply Adjustment?
Special to Remove Honz Shthg Seam Blacking-Not applicable to CS-WSPI
x --111,_ No- Horizontal sheathing blocking req'd for CS-WSP Method
x Total BW Required After Adiustments
x 6.846-BWAdjReq'd (65x13x09x09x1x1x1x1)=684
x - 26.29 ft BW Provided (42-1571)
Pass or Fail? j`' -PASS,
Braced Wall Line: B Location:Front Long Wall
Window' R 0 R 0. Quantity Min CS-WSP Method
Width x Height BWP Adj to R 0'
°-2257 22 5" x 57 5" Floor Level Roof PitchF7-711-2-7-
2269 °, 22 5" x 59.5" „�;r .r.�-P.,e; 8 ft•' ,Wall Height Eave to Ridge HgtE,8 37 fr
3037 30 5" x 37 5" 42 ft, BW Line Total Length
3449 34 5" x 49 5"
27.5 ft BW Line Spacing
3465'° ,' 34 5" x 65 5" - "`- _` 15.54 ft Sum of Openings in BWL
3565' 35 5" x 65 5" 2%`.,� 24:8�'.��' °,' 0,5 ft i Non-Qualifying Panels in BWL(&or Portions of Wail Not Used as BWP)
3857 . 38 5" x 1 57 5" Oft JBWP Value reduction for Method WSP BWP's<4'wide(fable R602 10 5 2)
3859 38 5" x 59 5" ",8 ._:°x_24.0 '° ,- ."O°- No of panels 42"wide ®No of panels 36"wide
_4237 ° 42 5" x 37 5" 16,04 ft Sum of Openings&Walls Not Used as BWs in the BWL
,4257 . 42 5" x 57 5" .-?' CS-WSP,BW Method(Table R602 10 4)
CW13` 29 5" x 36 5" 6,5 if Length BW Required(Table R602 10 3(1))3
- x - 71 Alt.Braced Wall and Portal Frame Braced Wall-Length Adiustments
x `a", Oft" Length of CS-PF or PFG Panels in BWL nla; JPF Method
x Oft - CS-PF or PFG Panel BW Length Adjustment
x t °0W° Length of PFH Panels in BWL ®No of PFH panels in BWL
x Oft PFH Panel BW Length Adjustment
Doors Oft, "Total Length ofABW Panels in BWL Q °0" " 0---,,
32"` 34 5" x 82" - 0 ft ABW Panel BW Length Adjustment -
36,, 38 5" x 82" Ad ustrn ts• All values extracted or interpolated from Table R602.10 3 2
36 sit 52" x 82" 1,30' Adj for Exposure
36 s12- 65.5" x "" ""' , :,> 0,90,7 Adj for Eave-to-Ridge-Hgt No Segmented Wall Adjustment?
5'glazed 60" s 0 90 Adj for Wall Height t.00 Adj for 800 Ib HD each BWP
°6'glazed Y3 .` 1.00 Adj for#of Braced Wall Lines
8'glazed �c 8?' a`gy` - _ 2 Number of BWL's Parallel to BWL Being Analyzed
9'Gar os ,Y CTDi'KK x 82° P 1.D0 Adj.for Not Fastening Interior Gypsum
16'Gar Dr 1 2F x :S`1 - Na Apply Adjustment?
special P > 1.00,',Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI
No"Horizontal sheathing blocking req'd for CS-WSP Method
VI 0=31 `A °.4 4'4Total BW Required After Adiustments
x `"`� - 6.84ft BWAdjReq'd (6.5xl.3x09x09xlxlxlxl)=684
S'° ti x - 25.9fi ft'BW Provided (42-1604)
Pass or Fail?
Progran P 'rsn7n * 9 9
01/23/2020
a
i
Braced Wall Analysis 2015 International Residential Code
Sales Division Database Desi ner Date No.of Stories Wind Speed Wind Exp. Seismic
PremlefBullders 32923 000 Darryl Mmcemoyer 111412020 2 136 C B
Braced Wall Line: 1 Location:Left End Wall
Window' R 0 x R 0 Quantity Min CS-WSP Method
Width Height BWP Adj to R 0'
2257, 22.5" x 57 5" 2 Floor Level Roof Pitchr, ,,7112,
°2259- 22 5" x' 59 5" - Sit "Wall Height Eave to Ridge Hgt ,8.37 it-
3037
"`3037 30 5" x 37 5" 27;5 ft- BW Line Total Length
3449 34 5" x 49 5" -_42ft•' BW Line Spacing
3465 34 5" x 65 5" `8 08 ft Sum of Openings in BWL
13565, 35.5" x 65 5" 6.754-'Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP)
3857" 38 5" x 1 57 5" " ' ">0 it % BWP Value reduction for Method WSP BWP's<4'Nide(Table R602 10 5 2)
3859,,-, 38 5" x 59 5" - `0 1 No of panels 42"wide ®No of panels 36"wide
,4237 ,, 42 5" x 37 5" A 8 83 ftSum of Openings&Walls Not Used as BWs in the BWL
4257 42 5" x 57 5" CS-WSP,BW Method(Table R602.10.4)
CW13,`; 29 5" x 36 5" ','9.4 ft Length BW Required(Table R602 10 3(1))3
- x Alt.Braced Wall and Portal Frame Braced Wail-Length Adjustments
x Oft Length of CS-PF or PFG Panels in BWL nla JPF Method
x Oft CS-PF or PFG Panel 8W Length Adjustment
x 'Oft Length of PFH Panels in BWL 50-71Noof PFH panels in BWL
x Off PFH Panel BW Length Adjustment
Doors Oft Total Length ofABW Panels in BWL ,0"_ "� 0 , %
',32`.a,' 34 5" x 82" - Oft ABW Panel BW Length Adjustment .0
"36, 385.1 x 82" -` Ad ustments: All values extracted or interpolated from Table R60210.3 2
36$11 52" x 82"
1.30' Adj for Exposure
36 s12 65 5" x 82" `- 0.90 Adj for Eave-to-Ridge-Hgt ,No Segmenfed Wall Adjustment?
5'glazed 60" x 82" 0.90' .Adj for Wall Height 1.00 Adj for 800 lb HD each BWP
8'glazed 72 5" x 82" ..,T.00 Adj for#of Braced Wall Lines
8'glazed 96" x 1 82" 72Number of BWL's Parallel to BWL Being Analyzed
9',Gar Df'. 1 108" x 82" 1.D0` Adj for Not Fastening Intenor Gypsum
16'Gar6r 1 192" x 82" No Apply Adjustment?
Special ,1'.00 , Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI
AW4812_-`;`48.5" 1 x '.12.5-7 `2 24.0_,,-,,,-, No I Horizontal sheathing blocking req'd for CS-WSP Method
X Total BW Required After Adjustments
x "` 9.9ft. BWAdjReq'd (94x13x09x09x1x1x1x1)=99
X 4 z 18,67 ft BW Provided (275-883)
Pass or Fail? 'PASS'S
Braced Wall Line: 2 Location:Right End Wall
Window° R 0. x R 0 Quantity Min CS-WSP Method
Width Height BWP Adj to R 0'
" 2257 " 22.5' x 57.5,"-_ZZZ •2 • Floor Level Roof PitchF77711217,
'7!121,
2259•s^ 22 5" x i sF
W
_ $ft Wall Height Eave to Ridge HgtF 8 37 fi"
3037 30.5" x 27;5 ft:"°BW Line Total Length
3449 34 S' ^�c 42 ft BW Line Spacing
3465-" 34.5" ba ^• 8 08 ft_Sum of Openings in BWL
`3565:'_ 35 5" .5" `Oft;, Non-Qualifying Panels in BWL(&or Portions of Wall Not Used as BWP)
'`3857 38 5" 57 5" u 2 f a i 'Oft BWP Value reduction for Method WSP BWP's<4'Nide(Table R602 10 5 2)
3859 38.5' ?J V;1 59.5" 0 No of panels 42"wide MNo of panels 36"Nide
4237 42 5' X ', X37.5'1'" k: -8:08 ft Sum of Openings&Walls Not Used as BWs in the BWL
•4257 ' 42 5" X7io_
5' f� CS WSP BW Method(Table R602.10.4)
CW13' 29.5" ` A ,� -' 9,4,ft Length BW Required(Table R602 10.3(1))3
x —? = Alt.Braced Wall and Portal Frame Braced Wall-Length Adiustments
- x Oft Length of CS-PF or PFG Panels m BWL tits PF Method
Oft CS-PF or PFG Panel BW Length Adjustment
x Oft' Length of PFH Panels in BWL MNo of PFH panels in BWL
Oft,,,,PFH Panel BW Length Adjustment
Doors 0ft '-Total Length ofABW Panels m BWL 0 �>�0 U" , , ^0 `'^
s:32 ` 34 5" x 82" - Oft ABW Panel BW Length Adjustment 0
=�'•36���a°
385. x 82" ��y��-• _ Ad ustin is All values extracted or interpolated from Table R602.10.3(2
36s11 52" x 82" Adj for Exposure
-36s]2 655" x 82" - 0.90, Adj for Eave-to-Ridge-Hgt FNo Segmented Wall Adjustment?
r 5'glazed, 60" x 82" ',0,90 : Adj for Wall Height 4.00 Adl.for 800 Ib HD each 13WP
6'glazed"," 72 5" x 82" 1.00,, Adj for#of Braced Wall Lines
'8'glazed 96" x 82" 2 Number of BWL's Parallel to BWL Being Analyzed
19',Gar Dr 108" x 82" 1.00 Adj.for Not Fastening Interior Gypsum
16"GafDF-° 192" x 82" No Apply Adjustment?
Special ,t.o0 Adj to Remove Honz Shthg Seam Blocking-Not applicable to CS-WSPI
',�'AW4812• 48.5 x 125^1 2°^-" 24.0--,,` Na'_Honzontal sheathing blocking req'd for CS-WSP Method
x Total BW Reguired After Adwstments
xEu �._�y" °-,'" - 9,9ft , BWAdjReq'd (94x13x09x09xIx1x1x1)=99
x `�" �`� 19.42 ft°BW Provided (276-808)
Pass or Fa117 ;PASSx'
Program Revision Date 9/11/2019
4
CS-WSP/WSP SHALL BE CONSTRUCTED PER TABLE BELOW
MINIMUM NAIL MINIMUM MINIMUM MAXIMUM PANEL NAILING ULTIMATE DESIGN WIND SPEED Vult
WOOD NOMINAL WALL SPACING (MPH)
STRUCTURAL PANEL STUD
SIZE PENETRATION PANEL SPAN THICKNESS SPACING EDGES FIELD WIND EXPOSURE CATEGORY
(INCHES) RATING (INCHES) (INCHES) (INCHES (INCHES B C D
O.C.) O.C.)
6d Common 15 24/0 3/8 16 6 12 1140 115 110
(2 0"0.113") 16 3 6 1 140170 140 140
8d Common 1.75 24/16 7/16 16 6 12 140 135
(2 5"x0 131") 24 6 12 1140 115 110
OF NE
INA
01/23/2020
Warning It is a violation of the NYS Education Law Article 145 for any person,
unless he is acting under the direction of a licensed Professional Engineer,
to alter this Item in any way
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SCALE 1/h' I-0' SCALE
TABLE OF DRAWINGS
GENERAL UTILI'T'Y INFORMATION
A-1.0 COVER SHEET
A-1.1 GENERAL INFO.
FLOOR PIANS
A-3.0 FOUNDATION PIAN + 1ST FLOOR PIAN 1/4"= V-0"
ELEVATIONS
A-4.0 FRONT+BACK;+LEFT+ RIGHT 1/4"= 1'-0"
SECTIONS
A-5.0 SECTION ANIS SECTION DETAILS VARIES
* REVISED DRAWING
**NEW DRAWING
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REBARTIED TO WALL REBAR AT \MTH#6 VERTICAL REBAR @
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41,
T.Q. ROOF
SITE ELEVATION: +28'-
B.O. 2ND FLOOR CEEUNG ___ __ __ __ __ __ /\�'�. __/_ w %�\: � �_\ \ /_l __ _ \_ __ _ __ __ __ _ __ _ __ ___ __..__ _ ___ .__ _____. ____.__ ______ _____ — __ ___ __
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4� SITEELEVATION. +2V-3" .._,.,......_--......._....,..._._.............._..__..._...__ \ ,,\� /No
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ARCHITECTURAL ASPHALT ROOF SHINGLES -
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30 YEARS OR BETTER(COLOR TO MATCH
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k.:
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30 YEARS OR BETTER COLOR TO MATCH
SITE ELEVATION; +10-5 �
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SITE ELEVATION. +1 8 \ / - —�;� - --- - -
- ......._..._.._........._......................... - ....._...._.......__.
T.Q. FOUNDATIOqqN .... . ..........._._.
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SITE ELEVATION: +0'- ____
T.O. GRADE
SITE ELEVATION: +0'-0"
WEST FRONT ELEVATION
49 SOUTH COUNTRY RD.
SCALE: 1/4" = I'—oil WESTHAMPTON BEACH, NY
PHONE: 516-721-9474
EMAIL:CZARNECKIDESIGNS�ia GMAIL.COM
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ARCHITECTURAL ASPHALT ROOF SHINGLES
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ELEVATIONS
SITE ELEVATION_ 0 5 w
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APL 2 O C 2RIDGE
D ROOF AFTER @ 6
J�
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/ \ / / \, \
T.O. FRONT PORCH REAR DECK _ \ ,
NATION:
SITE ELEVATION: +1'-
-,
_
......
...
,
„
SITE ELEVATION: +p'-6"
.......... _ _..-.. -.....
T.Q. GRADE
SITE ELEVATION: +4'-0"
;- EAST REAR ELEVATION
SCALE: II4n _ I '—Or' FEBRUARY 07, 2020
� -
-
T.O. ROOF ..........1----............................. ........................................-_.__ ....._................................................................................................................ ................................................---_______.........-_....._.__.. �........---.---.........---.--.......................................................................................... ......................................�---- ................................................................................................................................................._.....................................-._l..__.......-..SITE ELEVATION: +28*-9"
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FEBRUARY 07, 2020
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_"U88 ibAnt)INC REQUIRE®
a 0 � NOTED bust provide Manuals
/ Z D, J and S as per
DATE,�?��2� B. p NYS Energy Code
FEE: IeG /BY: RETAIN STORM WA
NOTI Y BUILDING DEPARTMENT AT Blower door PTO CHAPTER 236
TER RUNOFF
765-1332 3 AM TO 4 PNI FOR THE UMAW
FOLLOWING INSPECTIONS: and ductwork THE TOWN CODE.
1. FOUNDATION - TWO REQUIRED testing required.
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST —. 71
BE COMPLETE FOR C.O. :,:
PLUML3ER CER'TIFICATION
ALL CONSTRUCTION SHALL MEET THE ��LEAD'CONTEIVT BEFORE
REQUIREMENTS OF THE CODES OF NEW BLE FOR CE=RTIFICATE,OF d d cu _A vCY
YORK S ORE CONSTRUCTION ORC-SPON I ERRORS.
I DESIGN SOLDER,USED;IIV WATER
' SUFP-LY SYSTEM CANNOT
OMpL( WITH ALL CODES OF EXCEED 2110'O,F I%LEAD.
K STATE &TOWN CODES
NEW YOR
AS REQUIRED OF_
A
SOUTAD TOWN ZBA PLUMBING
SOMOLD LANNINGBOARD ALL PLUMBING WASTE
&WATER LINES•NEED
SO DTOWNTRUSTEES TESTING BEFORE COVERING
Y.S.DEC
OCCUPANCY OR
USE IS UNLAWFUL DO NOT PROCEENTIL D WITH
�
WITHOUT CERTIFICATE FRAMING U
r OF FOUNDATION LOCATION;
OF OCCUPANCY HAS BEEN,APPROVED.
MUNCY HOMES I NC .
DATE: ` 01-13-2020
JOB 0: 32923-000
BUILDER: TURN KEY MOD
BUILDERS CUSTOMER: SCOTT
SITE ADDRESS: 150 BLOSSOM LANE
SOUTHOLD, NY 11971
SUFFOLK COUNTY
DESIGN LORDS MUNCY HOMES, INC. - PLANT LOCATIONS NYS SUBMITTAL INDEX:
OCCUPANCY CLASSIFICATION - DETACHED SINGLE FAMILY DWELLING PLANT: *3 COVER SHEET
1567 PR ROUTE 442
GROUND SNOW LOAD - Pg: 35 PSF MUNCY, PR 17756 STRUCTURAL SCHEDULE
WIND: 136 MPH Vult, EXP "C" AREA SITE MAP
SEISMIC DESIGN CRTEGORY: B MODULES TO BE MANUFRCTURED BY RTC WIND CUT SHEET
FLOOR LL: 40 PSF LIVING - 30 PSF SLEEPING MUNCY HOMES, INC. NYS "NOTICE OF RPPROVRL' LETTER FOR SYSTEM APPROVAL pRoF EmmplL pNGnEM
FLOOR DL: 10 PSF RESCHECK COMPLIANCE CERTIFICATE r
CONSTRUCTION TYPE CLRSSIFICATION: WOOD FRAMED UNPROTECTED (VB) NYS "TRUSS ID NOTICE" Z MW��r
FOUNDATION TYPE: BASEMENT DESIGN PROFESSIONAL: TRUSS MRNUF. DETAILS MMENPR MR 2
LOCATED IN FLOOD ZONE: NO DAVID E. BTII GSLEY, PE ELECTRICAL LORD CALC ��
LOT LINE FIRE SEPERRTION: NOT REQUIRED (WRLLS/PROJECTIONS >5' FROM LOT LINE) 217 EAST MAIN
PR 1T E DOOR AND WINDOW SCHEDULE
FINISHED FLOOR ABOVE GRADE: < 6' WHOLE HOUSE VENTILATION SUPPLY AIR WORKSHEET
STORIES ABOVE GRADE: 2 BRACED WALL ANALYSIS
SPRINKLER SYSTEM REQUIRED: NO FLOOR PLRN(S) r� , t,
CLIMATE ZONE: 4 FOUNDATION LAYOUTS'
ELEVATIONS
LVL CONNECTION DETAIL
BUILDING CROSS SECTIONS) Ou
TYPICAL PLUMBING DETAILS eta
BRL OF SYSTEM SHTS THAT APPLY TO THIS ACTUAL HOUSE "
NOTE: "
BUILDER SHALL AFFIX TRUSS SIGNAGE TO EXTERIOR OF
THE BUILDING PER TITLE 19 NYCRR PART 1265
01/23/2020
NYS UNIFORM CODE (WHICH INCORPORATES BY REFERENCE):
- 2017 INIF'ORM CODE SUPPLEMENT, PUBLICATION DATE JULY (2017 UCS), WHICH REPLACES THE 2016 INIFORM CODE SUPPLEMENT (2016 UCS). DOS/3rd PARTY SERL:
- REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS (THE 2015 IRC, 2015 IBC, 2015 IPC, 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC,
AND 2015 IEBC), WITH SPECIFIC CODE PRINTINGS, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2017 UCS.
NYS ENERGY rnnF (WHICH INCORPORATES BY REFERENCE):
- 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PUBLICATION DATE AUGUST 2016, REVISED AUGUST 2016 New York
(2016 ECS). RLL.REFERENCES WITHIN THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE AMENDED TO BE R REFERENCE TO THE 2017 UCS.
- REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, WITH
SPECIFIC CODE PRINTING, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS.
- RSHRER 901-2013, PRINTING AS IDENTIFIED IN THE 2016 ECS.
- OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240. Review Only
\ Date: 01/28/2020
APPLICABLE CODES & STANDARDS: \ v
- SEE NOTES ABOVE REGARDING THE LEGAL CITATION c PFS Corporation Bloomsburg,PA
OF THE APPLICABLE BUILDING CODES. IN ADDITION \�,�`�
TO .THOSE CODES STATED ABOVE, THE FOLLOWING 1 �/
CODES/STDS ARE ALSO RPPLICABLE.
- NEC 2014-
-
014- RSCE 7-2010
- NDS 2015 f
- ENERGY CONSERVATION COMPLIRNCE SHALL BE \ l�
THROUGH CHAPTER 11, COMPUTER SOFTWARE AS \
PROVIDED IN SECTION N110ZL5 - REScheck.
RESCheck CALCULATIONS SHALL BE DONE FOR EACH
UNIT AND SHALL BE PROVIDED TO THE AUTHORITY \
HAVING JURISDICTION.
PREMIERBUI msKM IM EnWC=
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THE DEPT OF STT9TE, wrmoH ► APPROVED oN ionaiaols UN)ER srs)EM .n�sa,-zoos�sz \
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USE (2) ROWS OF 0,131'x3' NAILS @ S' O,C, PLACE OF 0.131'x3' NAILS, -USE 0) ROWS OF (1.131'x3' NAILS @ 6' O.C. (1,150 PLF MAX. UNIFORM LOAD)
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USE (2) ROWS OF APPROVED SCREWS @ 24' D.C, 75% OF THE 4TH PLY OF THE BEAM, THEY MAY BE (3) 1.75' MEMBER BEAMS,
16' TO 24' x 1.5' MEMBER BEAMS, APPLIED FROM ONE SIDE OF THE BEAM, OTHERWISE, -USE (3) ROWS OF 0.162'x3.5' NAILS a 12. O.C. (635 PLF MAX. UNIFORM LOAD)
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NOTES: HEATERS WATER CLOSET. FINDWIT QHOWE ) F00T HIGH FIBERGLASS
OPT SHUT-OFFS 1/2° OPT SENT-0FF IN AUEL-FIRED WATER SLEEPING ROOM,BATHROOM ORA CLOSET ACCESSED HALL NOT BE INSTRI I ED AWED I BATH(WITH SHOWER)WALLS OR 6 FOOT
MGH MOISTURE RE APPLIED
GYPSUM WALL PROVIDED IN
THROUGH R SLEEPING ROOM OR BATHROOM APPLI
FACTORY FOR SITE ED TILE OR 6 FOOT HIGH
2-INSTALLATION SHALL BE PROTECTED FROM FREEZING MOISTURE RESISTANT GYPSUM WALL PROVIDED IN
PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO R VISIBLE FACTORY VINYL CAULKING IS APPLIED AROUND
AIR GRP AT FLOOR IN THE SAME SPACE AS WATER HERTER. BRTHS,A PIECE OF 4 MIL MIN PLASTIC I5 LAID
1/2" 3-WHEN WH I5 ON FIRST OR SECOND FLOOR R PAN SHALL BE PROVIDED UNDER CARPET WATER CLOSET IS CAULKED W/VINYL
1/2" 6 ITS DRAIN SHALL PIPE BELOW FIRST FLOOR(DRRIN PROVIDED IN THEN CARPET IS INSTALLED
FIN FLOOR
PLANT FOR SECOND FLOOR UMTS) ORRIN SHALL PIPE 6 DISCHARGE
OPT SHUT-OFFS FIN FLOOR t INDIRECTLY TO A HAZARD FREE POINT 14 DRAIN SIZE FOR 3 WATER CLOSETS SHALL 8E 4°MIN.
FIN.FLOOR TI-E PRN SHALL NOT BE LE55 THAN 1 1/2'DEEP 15. m2C1 POTABLE WATER SUPPLY OUTLETS SHALL HAVE
H t I i C AND SHALL BE OF SUFFICIENT SIZE AND SHAPE TO FLOODTHE -LLEVEL RIM OF LET END SPACED
FIXTURE OR AR ECTHE
TO
FIN.FLOOR H t RECEIVE TANKALLESS DRIPPING DOES NOT REOIIRE OR ENSATE R PAN 2012 E5 IRC)WATER ITER PROVIDE AN AIR GRP COMPLYING WITH P2902.31
C H I 16 IN ONE-FRMILY CRAWL SPACE(FIELD SUPPLIED),
TWO-FAMILY OR MULTIPLE DWELLINGS,THE
KTTC_HF_N SINK HND LHVHTORY SUPPLY TIB/ HOW R SUPPLY WR9HlIPPLY WHT R OSFT SUPPLY Y WATER VALVE TOPSHUTPOFF THE WATER SUPPLYSHALL BE EDTO PIPING WITH E
FR TORY INSTR RTTON FH TORY INSTR I RTION FRCTORY TNSTR�TON FACTORY TNSTR RTION FIXTURES NANDTE EQUIPMENT IN EACH DWELLING SUPPLY
OTHER D INTERFERENCE WITH THE WATER SUPPLY TO
OTHER DWELLING(OMITS,OR OTHER PORTIONS THE
BUILDING SUCH DWELLING UNIT CONTROL VALVES SHALL
3"VTRBE LOCATED WITHIN THE DWELLING UNIT 50 CONTROLLED
17 (IRC)AIR ADMITTANCE VALVES SHALL COMPLY WITH
SECTION P3114
18. (IRC)VENTS FOR FUTURE FIXTURES SHALL COMPLY
1 1/2' WITH SECTION P31.046
I
3"VTR
I 1 1/2" 18°MIN 42"MAX 2'STANDPIPE
3"VTR
30°MIN-MR55
V_ 18"to 30'MAINE
SRN TEE SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL
I I
FIN FLOOR i FIN FLOOR SRN TEE 6"TO 18" '
TRIP LEVER �
WRSTE ; S
OPT DBL BOWL FOR MAINE 2„ q. T
SAN TEE t .-1K SAN.TEE
T i 1 1/2”P-TRAP Z'P-TRAP FIR FLOOR x 2 m
1 1/2" FIN FLOOR
2" 1 1/2,
1 1/2"P-TRAP
2'P-TARP
SHOW R
90919
DRRIN & VENT BHTHT B DRRTN 6 VENT IRVRTORY DRRIN d VENT WASHER DRRTN 8 VENT "
FR TORY INSTR HT70N FR-TORY TN,9TRI I Fn FACTORY INSTRLLED FR.TORY INSTALLED
DEPARTMENT OF STATE
DIVISION OF BUILDING STANDARDSAND CODES
ALBANY,NY 1Y231-0001
3"VTR 3"VTR FUTURE VENT MAY BE 3"VTR Stamp oTApp—I fere System,Model or Component
DISHWASHER(OPT)ORRIN LOOPED VENT 6 ORRIN LIES i i DELETED WHEN CLOTHES i M1387 2019-132 10-18-19
UNDER CT.OR THRU RIR GRP FROM 2nd FUR.ON SITE I t WASHER IS ON FIRST ORt
PER MRNUF.INSTRUCTIONS BY BUILDER AND ARE NOT i 3'VTR FROM I I SECOND FLOOR I Mamdacboels Na AppScanon Na Date otApprc+d
TO BE TIED INTO VENTING �lst FLR FIXTURES I 1 I NOTICE.msmmpmele mytotno;emnpo�mdtne(eeaymmwamrea
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DISPOSAL By
2nd F3' PLUMBING
(OPTJ 015FOSRL I I I
(OPT]
11 4SELLS
45°ELLS
SRN.TEE
CONT WASTE MASTER SERIES
SAN TEE 2' T T 4°z3'WC i T T 4°x3°WC
CONT WASTE _ •T"BRRNCIH FITTING I FLANGE 1 FLANGE
•1 1/2'P-TRAP 1 1/2' 2"P-TRAP FIR FLOOR I FIN.FLOOR I RLL MODELS
I ; ; I \� PLUMBING
FIN.FLOOR FIN.FLOOR FIK FLOOR CAPPED 6 LABELED
FIN.FLOOR MUNCY HOMES, INC.
•2°W/DISHWASHER OR AS CODE REQUIRES
OPTIONAL DISHWR H R RISER SCHEMHTIG MAIN VENT STACK 8 WC SFCONDRRY VENT STOCK d W.C. F(IT IRF VENT INSTR I FO FOR MR RND NH 1567 PR ROUTE 442
KITCHEN SINK DRRIN 6 VENT FR TORY INSTR RTION CAPE UNITS FRGTORY INSTRLLRTTON FHCTORY INSTHLLRTION HND RS COD R OTTR OR RT B I D R R 01 ST MUNCY, PR 17756
FACTORY INSTRLLHTION FRCTORY INSTRLLRTION (FRCTORY INSTR l ft FOR BRS M NT MODELS)
SEE SHEET 3b,GENERAL PLUMBING EACH VERTICAL UNIT SHALL HAVE ONE DRN BY DATE SCALE REV SRT. N0.
NOTES(NOT FOR KY) MAIN 3 INCH MINIMUM STACK
DRTR06\6bBRSE NAME MJL 3-22-91 1 NONE 8-18-2017 6b
# (3)10d NAILS,16"OC ON SITE RIDGE TO RIDGE DETRIL #2 DETRIL #11
FIELD WORK FIELD WORK F
4 6 5/12 C28 !, LSTFL:6,20g STRAP OR 4 6 5/12 Q8W MAXI SIMPSON LSTA36,209 STRAP OR
EOURL OVER RIDGE 6 FL I ON®48"o c. EOURL OVER RIDGE 6 FLIP CONNECTION®48"oc RIDGE BERM I6d NAILS f9 3 1/2'OC
MAX WITH(5)10d NAILS PER LEG (SITE) CONT.RIDGE VENT,SEE NOTE-1 MAX WITH(51 IOd NAILS PER LEG INTO TRUSS(SITE) (3)10d NAILS I6'OC ON SITE RIDGE TO RIDGE HORIZ PLATE TO
RIDGE BERM
7/12(ALL W) 6 5/12(31W): 5IMP50N LSTA18, 5 OR 7/12(ALL W)6 5/12(31W): SIMP50N LSTR18,209 STRAPS OR BETWE (SITE)
EOURL OVER RIDGE 6 FLIP CONNECTIONS®48"oc 2x4 SPF a3 OR EOURL EQUAL OVER RIDGE 6 FLIP CONNECTIONS®46'oc CONT RIDGE VENT,SEE NOTE al
MAX WITH (5)10d NAILS PER LEG(SITE) 1x4 MAX WITH B1 IOd NAILS PER LEG(SITE 2x4 SPF a3 OR EQUAL BY OTHERS)CTURED AT 16"WOOD TR 4.O.C.
ALT CONNECTION FOR 4 6 5/12(28W MAX]ROOFS IPO OF THE x4 ALT.CONNECTION FOR 4 6 S/12(28W MAXI ROOFS' LPO OF THE SEE 5P MANUAL
RIDGE STRAP,A 2x4 COLLAR TIE MAY BE INSTALLED W/(4)IOd 12'OC.PLATE TO PLATE(SITE) RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTALLED W/(4)10d 14 DESIGN DRAWINGS F—RIDGE
NAILS ERCH ENO JUST BELOW THE 2x4 CONTINUOUS PLATE WHERE NAILS EACH END JUST BELOW THE 2x4 CONTINUOUS PLATE WHERE 2.4
THE FLIP ANO TRUSS TOP CHORD MEET THE FLIP AND TRUSS TOP CHORD MEET lOd NAIL
_ KNEE WALL
TE
ALT CONNECTION FOR 7/12(ALL W)6 5/12(31W)ROOFS IPO ----- CONTINUOUS LA G TO BE ALT CONNECTION FOR 7/12(ALL W)6 5/12(31W)ROOFS. LPO __---- ((ITE) CONTINUOUS LATERRL BRACING TO BE
THE RIDGE STRAP,R 2x4 COLLAR TIE MAY BE INSTALLED EOURLLY SPRCED.RTTRC NRILS THE RIDGE STRAP,A 2x4 COLLRR TIE MAY BE INSTALLED EOURLLY SPACED,ATTACH WITH(2)Bd NAILS
W/(4)10d NAILS EACH END JUST BELOW THE RIDGE BROS TRUSS HINGE,SEE DETRIL a6 W/(4l IOd NAILS EACH END JUST BELOW THE RIDGE BADS
AS R SUBSTITUTION FOR THE STRAP CONNECTING THE AS A SUBSTITUTION FOR THE STRAP CONNECTING THE TRUSS HINGE,SEE DETAIL 06
TRUSS TOP CHORD TO THE FLIP RAFTER,A 2x4 DRE-MRNl1FRCNRED W000 TRUSS TOP CHORD TO THE FLIP RAFTER,R 2x4
COLLAR-TIE MAY BE INSTALLED W/(4)10d BY OTHERS)AT I6",192"OR 24"O.0 COL BE INSTALLED W/(4)10d SOLE PLATE FOR FASTENING,
FOR FASTENING, 2x3 BRACE(FACTORY) SIMPSON MTSl2 RAFTER
NAILS LAT END JUST BELOW THE 2x4 SEE DETAIL all SEE SPECIFICATIONS MANUAL FOR NAILS EACH OW THE 2x3 BRACE SEE DETAIL all L2 TIE-DOWNS OR EOURL
CONT PLATE WHERE THE FLIP AND (SITE) KING POST TRUSS DESIGN DRAWINGS CONT PLATE WHERE (SITE) SPACED 48'OC (SITE)
TRUSS TOP CHORD MEET --_-_-_-_-_-_-_-_ __ --------- ----- 12 TRUSS TOP CHO KING POST 4,5 OR 7
__ _
KNEE WRLL KING POST
KING POST KNEEWRLL SIMPSON MT512
OPT CATHEDRAL ROOF INSULATION FOR 24'AND 26'WIDE (WHEN NO RAFTER TIE OR
1/2"OR 5/6'GYPSUM BOARD ROOF FOR 24'RNO 26'WIDE 1/2'OR 5/8 GYPSUM BOARD CONT PLATE UNIT OVERHANG DETAILS, KING POST EOURL,a 48"
UNIT OVERHANG DETAILS, INSULATION SEE DETAIL a4 IS PRESENT, OC FIELD
INSULATION 1/2'OR 5/8"x2 1/2
BAFFLE TYP "—TYPICRL 2x4 OR 2x6 SIDEWRLL CONT PLATE SEE DETAIL a4 BAFFLE TYP COMPRESSION STRIP FOR 28 WIDE UNIT FASTEN TWIST INSTALLED
SEE NOTE a4 1/2'OR 5/" FOR 28'WIDE UNIT SEE NOTE a4 TYPICAL 2x4 OR 2x6 SIDEWRLLSTRAPTRUSS
TYPICAL 2x3 OR 2x4 MARRIAGE WALL STRIP OVERHANG DETAILS, OVERFIATAID SAILS, BOTTOMCHORD)
SEE DETAIL'a TYPICAL 2x3 OR 2x4 MA
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UNIT WIDTH UNIT WIDTH
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SCALE'3/8"=1!-U' SCRLE:3/6"=1'-0" SCRLE: NTS
DETRIL #3 IF DETRIL #5 DETRIL #6
INSULR BAFFLE TO PROVIDE AIR SPACE FIBERGLAS OR SELF SEALING SHINGLE, FIELD WORK FIELD WORK
FOR THE GRBLE OVERHANG BLOCK TO RAKE CONNECTION OR FOR ATTIC LATION TYPE 15 FELT WITH 18"OVERLAP OR
FIELD WORK GABLE OVERXRNG INSIDE RPo�TO TRU55 CONNECTION, SEE NOTE a4 TY ER 5 F OR SELF 8"OVSEFI-IG SHINGLE 055 SIMPLEX SHINGLE LNOERLRYMENi
SEE ERSTENING SCHEDULE. TYPE IS FELT WITH 18"OVERLAP OR INSULATION BPFFLE T VIDE RIR SPACE
OR EOUOL IS WIDE AN ICE BARRIER 1"MIN
SEE SET-UP INSTRUCTIONS FOR EXTERIOR SOFFIT, OR SIMPLEX SHINGLE ICE
FOR ATTIC VENT N.
FASCIA.J-RAIL AND DRIP EDGE TO OVERHANGS SITE WORK THAT CONSISTS OF AT LEAST(2)ETHERS 2"
OR EOURL 36"WIDE AN ICE BARRID2 OF 11NDERLRYMENT CEMENTED TOGETHER SEE NOTE s4
THAT CONSISTS OF AT LEAST(2)LAYERS OR OF R SELF-RDHERING POLYMER MODIFIED TRUSS I�2"
OF UNDERLRYMENT CEMENTED TOGETHER BITUMEN SHEET,SHALL BE USED IN LIEU STS � ROOF SHEATHING
(RD OVERHANG 15 LIMITED TO 12"MAX OR OF R SELF41DHERING POLYMER MODIFIED 48"OC
IN HIGH WIND ZONES(NOTE a3) MEN SHEET,SHALL BE USED IN LIEU OF NORMAL M THE:EVES E AND SHALL
OF L UNDERLAYMENT AND SHALL EXTEND FROM THE EVES EDGE TO q
TRUSS AT ENOWALL EXTEN M THE EVE'S EDGE TO R POINT AT LEAST 24 IN INSIDE THE
w EXTERIOR WALL LINE OF THE BUILOIN
2,11 SPF STUD GRADE OR EOURL z POINT AT T 24 IN INSIDE THE AFTER ROOF HRS BEEN RAISED TO
ONLY AT EAVE ENO EXTERIOR SNFATHING 7 EXTERIOR WAL E OF THE BUILDING CONT 12' S TRIP APPLICABLE PITCH.GO TO BREAK IN
(TYP AT ISRG.SUPPORRIP ROOF.LIFT UP SHINGLES 6 INSTALL
1x6 INSIDE AND BREAK AT HINGE POINT o (2)16d NAILS INTO EACH TRUSS
OUTSIDE�iKES DIMENSION VARIES � - -
FLUMINUM DRI TRUSS HINGE FIELD WORK
TR 7
2x2
x� 2x2 Z*y SCRLE: V=1'-0"
N CONT.1/2'OR 5/SN ALU DRIP EDGE ----------- (2)16d NAILS TO TRU55 NOTES
1 1/2"OB STRIP AFTER OVERHANG I5
1� (TYP AT BRG SUPPORTS) 1x6 FASCIA BO ITH 1x6 LOWERED.BY BUILDER 1. RIDGE BOARDS ARE INSTALLED R MINIMUM OF 1"BELOW
FAVF FND ALUM.CO ASCIA
PEAK OF ROOF TO ALLOW FOR ATTIC VENTILATION
1x6 SPF a2/a1 OR EQUAL GABLE TYP.FLIP SECTION 2 RI SPECIFIC STRAPPING REED IN DETRILS 1 6 2:
OR
OVERHANG BLOCKS AT 24"D.C.MRX AT RIDGE 10d NAIL DIRECT TO SND EQUAL
PITCH: IDLE N LSTA36,20 STRAP 48
WHEN THE DE51GN LIVE LORD EXCEEDS 50 psf. PERFORATED SOFFIT BY BUILDER EQUAL OVER RIDGE 6 FLIP CONNECTION®USS(
THEN THE BLOCKS SHALL BE AT 16"OC.MAXORATED SOFFIT MAX WITH(5l I[ldIM ON L PER LEG INTO TRUSS(S1TQ
7QU PITCH: IIMPSON LSTA18,NE IONSSTRAPS0 OR
ROW OF SIDING OVER RIDGE 6 FLIP CONNECTIONS®48"oc
INS D BY BUILDER MAXMFlX WITH(5)lOd NAILS PER LEG(SITE)
VdU
NOTE'ROOF SHEATHING 15 CONTINUOUS FROM TRUSSES TO END OF OVERHANG 3 (NY,
Y1 CONNECTIONS FOR ULT WIND SPEEDS(SUB
f,CO NE MPH 3FO SHALL BE DESIGNED/SUBMITTED
ON AN INDIVIDUAL BASIS
4 INSULATION BAFFLES REQUIRED ADJACENT TO SOFFIT/
ERVE VENTS AND SHALL EXTEND OVER TOP OF THE
TYPICRL FRONT OR REAR GRBLE OVERHRNG OPTION DETRIL ATTIC INSULATION MIN OPENING TO BE>SOFFIT
VENT FREE-RIR
SCALE,3/4"-V-(r FIXED OVERHANG - FOLDING OVERHANG FIELD WO
SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL
SCRLE; 1 1/2"=1'-0" SCRLE: 1 1/2"=1'-0"
DETRIL a7 # DETRIL #9 FIELD CONNECTION OF LOWER ROOF TO 5IDEWALL: DETRIL #10
SITE CONSTRUCTED SECTION INSTALLED I6d NAILS®B'OC,2 ROWS STAGGERED
OVER ROOF SHEATHING RAFTERS FIELD WORK FIELD WORK THROUGH RIDGE BOARD TO SIDEWRLL FIELD WORK
FIELD WORK SER FLASHING(SITE)
RIDGE BEAM
• RIDGE VENT,SEE NOTE-1
II II II II SIDING
ROOFING MATERIAL II II II II SECOND STORY SIDEWALL -
ALTERNRTE 1x6 NAILER II II II I TYPICAL TRUSSES RIDGE VENT INSTALLED
IN PLACE OF 2x4 SLO ING II II II MFRS INSTALLATI RUCTIONJ5,
DRIP EDGE 2x4 BLOCKING II II II SEE NOTE a1
II II
S G.UNDERLAYMENT,AND SHINGLES DEPARTMENT OF STATE
II II I SHEATHING NYLON STRAP FOR FLIP SECTION DMSION OF BUILDING STANDARDSAND CODES
LATERAL BRACING ALaAW NY1Y2J1-0001
_ 2x3 B 24"OR I6"OC Stamp ofApp-sl fora System,Doml arCompment
II II I SIDING KNEEWALL
II II I PRE-MRNUFRCTURED WOOD TRUSS TOP CHORD JOIST HANGER OR M1367 2019-132 1Q'18-'19
FLASHING BY OTHERS)AT 15",192'OR 24"OC LEDGER Mand h.W.Na Appiest.Na Data ofApgwd
II II I SEE SPECIFICATIONS MANUAL NOTICE TIs spwTM lsaca`mNs"I.tmeos o tsdthsfMarym3Wamred
RIDGE VENT• 2x10 MIN balm¢s(Mm,ta)ammarsn�edendenmuelduefatlay mmMaaurels rmtiy
II II I FOR TRUSS DESIGN DRAWINGS STRUCTURAL BERMS SHEATHING TRUSS KNEEWALL RAILS The eppraa snaom relrveun mamLaciwafran re yor0b5ryfarde"am;emrs
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II I I II
I I I I I I I I ROFING MATERIAL
MODULE'R' MODUL -tr D.s1dTh—Jr.RA%JAO
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7 MUNCY HOMES, INC
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SINGLEBOX EXTENSION ks7AC B, OPTIONRL OFFSET (TWO STORY UNITS) (TWO STORY UNITS) DRN BY DATE SCRLE REV SHT NO
SCRLE: 1/2"=1'-O" 9 09 19 SCRLE: 1/2"=1'-0"
DATABASE NAME MJL 3-22-91 SHOWN 6-01-2016 71
07\71
ETAI # — PORCH OP # #2 NOMINAL LUMBER 2x FLOOR JOISTS OR DETAIL #8 — PORCH OPT. #6 THE FOLLOWING ROOF TYPE/HOUSE WIDTHS NOTES
SHINGLES RD FELT AT BREAK PREMFINUFRCT ED WOOD FLOOR TRUSS 1111GE PRARE SITE INSTALLED BY BUILDER SIDE WALL BYTHERSMA UAOR 192"OC 8'-0" ((pax) -4/12,28 6 31-WIDE MONO ROOFS-120/155 PH.
(41 8d NAILS PER SIDE SITE INSTALLED BY BUILDER SEE TRUSS MANUAL FLOOR DE -5/12,31-WIDE MONO ROOFS-120/155 MPH L RIDGE BOARDS PRE INSTALLED A MINIMUM OF 1"BELOW
DESIGN DRAWINGS PERK OF ROOF TO ALLOW FOR ATTIC VENTILATIONMETAL STRAP HINGE Z PORCH CRLCS PROVIDED IN SECT-346 OF APPROVED
1/2"x12"PLYWOOD GUSSET SITE INSTALLED3 (NY)CONNECTIONS FOR ULT WING SPEEDS Nultl
BY BUILDER MODULEMAYBE BUILT FULL.-LENGTH rf>or=140 MPH 35G SHRLL BE DESIGNED/SUBMITTED
4 TO RATHER THAN THE PORCH SPflNNING ON RN INDIVIDUAL BgSIS
2x4 SPF:2/41®16"OC 35/50 PSF L BOTH MODULES IF PORCH SPANS B2x4 SPF e2/e1®12"OC 60 PSF GS I-BERM HANGER,WOO MODULES,REPEAT 5RME PORCH 4 WIND SPEEDS STATED AS xra/xxx-WIIN NUMBER TO THE
STRIP OR JOIST ER CEILING JOFASTENING IN BOTH MODULES. LEFT OF /"I5 NOMINAL or BASIC WIND IND S ED(NUMBER TO RIGHT DF"/"IS ULTIMATE WINO SPEED(Vll1
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12 2x8 IST(-an) E GIRDER-TO-STUD COLUMN d COLUMN
3 TO-FLOOR-RIM JOL5T CONN ION E"
213 SOFFIT SUP ORT — ALT FLR/CLG DETAIL MODULE SEE CHART BELOW
y . ^•zi _ SITE INSTRLiEO�" SCALE 3/4"=1'-O' G INTERIOR FLOOR RIM-TO LINEATION
• - -' (21 2x6 SPF s2/•1 CONNECTION"G' SEE ART BELOW
35/60 PSF GSL D ROOF TRU55-TO-GIRD CONVECTION"0".
2x3 NAILER DETAIL #4
SEE CHART BELOW
MANUFACTURER SUPPLIES RIDGE- aE SEEE CHART BELOW MN CONNECTION°E'
PERFORATED SOFFIT SITE INSTALLED VENT FOR FIELD INSTALLATION E
212 NAILER.ENDS ONLY,SITE INSTALLED FD ALUM COVERED BY OTHERS AS PER MANUFACTURERS - -_-- _ -_-
BL10CC5 INSTRUCTIONS __ F STUD COLUMN-T OUNORTION
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THIS ROOF IS PIED FOLDED BACK UP ON HOUSE (NOTE e21 }t MRY BE PR IDED RD INSTALLED BY OTHERS
ET IL S PREMPNLFRCTU 2EC1 l!O@:FLOQR TRUSS OR MAY B PROVIDED AND INSTALLED
ROOF AND INST ON SITE BY BUILDER^• a �, ; BY OTHERS RT I6'OR 192 MgRRIRGE W MENGUE PORCH IN PART, IN WHOLE BY THE MODULAR
SEE TRU55 MANUAL NOTE e5 MRNUFRC RER
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rn CHART BELOW
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NUFRCTUREO WOOD TRUSS '
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2x4 OR 2z6 TOP P TE SOFFIT r TYP 15T FLO �, SIDEWRLL CONNECTIONS MRTEWRLL CONNECTIONS
BLOCK x(27 L 1/2"z 9 I/ 'MICROLL BEAMS FOR 60 PSF GEL i ROOF TRUSS-TO-FEROER CONNECTION"A" ROOF TRUSS-TO-GD2(lER CONNECTION"D" `
ALUM OR VINYL (31 1 1/2°z 9 1/4 MICROL M BERMS FOR 9O PSF GEL
SUPPORT COLUMNS-10' "OC X SUPPLIED AND FIELD WING HOUSE WINO HOUSE
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SPEED WIDTH SPEED WIDTH
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V!ITHSTRNO-AXIRL�LORD O L8. - 28v MTSI6 TWIST-STRW'WITH(7)10dx1S" 0/116 4 281 d LU5210 WITH(8)10d NAILS IN GIRDER. '+f
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Z NAILS EACH END. Z8v IN GIRDER,(8)10d X LS IN TRUSS
i• s-;t - r RLE: 1/2"=1'-0" STEEL.COLUMN(TYP) O 110/142 '�.
1 tJ t q'-•x��_7;,,`) a' ,.+ L '�•).) ° MT5I6 TWIST-STRAP WITH(71 IOdzl HU528 WITH(221 lOd NAILS IN GIRDER, 07fi7J
' i4,.+ r- NAILS EACH END(EXT SIDE HDR), �--� 31v (81 !Od IN TRU55 (DBL GIRDER REOD) p^¢
U 101/130 28, HZSR TWIST-STRRP WITH(5)Bdxl
OPT OTRUSS DETA LS z 11D/Laz NAILS EACH END(INT SIDE HDR) W 1 /155 231vd (8 SIOd WITH 1N TRUSS(22)1008LAILS R GIRDER.
,J i,t` '•t ! ,, L.E 3/4 1'-O' LSTR18 STRRIGHT-STRAP WITH IOd Z
DETAIL #3 ___." ._ 4 FASTEN V�'TTR
„"NOTES
Z 31v NAILS EACH END. Z 99919
R CONT RIDGE VENT NOTE: O
SEE NOTE el # MTS16 TWIST STRAP WITH f71 OdxLS U -F DOUBLED-TRUSSES,INSTALL HUS210-2 FOR MONO
DETAIL 9 TAR I5 RP D TO ROOF DE UNDER FLANGE SKYLIGHT I5 THEN 28v T SE5,AND LU528-2 FOR STORAGE TRUSSES
ALUM.FASCIA PUT INTO P CE(NO NAILS ARE 0 BE INSTALLED THRU FLANGE AS NAILS EACH END(EXT SIDE DRI. -FO TORRGE TR1155E5 ONLY,FIN LU5210 HANGER MAY
PER MAN TRR APPLIED TO GE d 15-FELT INSTALLED d HZSR TWIST-STRAP W/ 8dxL5
SHINGLE INSTALLED W/STR S UP TO FLANGE d MORE NAILS EA END(INT SIDE R) BE BTITUTED FOR HUS28 HANGERS SPECIFIED
" METAL S -- - •� ! TAR ED OVER FELT 6 SHIN S PRESSED IN PLACE 120/155 LSTR18 STRFlIGiT-STRAP ITH(7)lod G -TO-STUD COLUMN CONNECTION"E"
RS , NAILS EACH ED[EXT E HOR1,d_ - _ ��TWIST-STRIP WIT (57 BdxLS - � USThE1 CONVECTIONSPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL
`�- , - .,-. MRNUFRCNRERSNAILS EACH ED(INT LDE HDR) W' - CURB HERDER-TO-STUD COLUMN LONNEC ONTOP CHOR =°' 'PORATED SOFFIT;, ' SKYL-IGHT D AIL Mtc� Z sD/116SCALE:- ''1, WID HOUSE O thru �° QI LSTRIB STRAIGHT-STRAPS WITH
1"=1'- .M� m SPEED WIDTH CONN TION 101/130 (�10d NAILS EACH EN0
. , Z 9p/116 28v d Q)LSTRIB STRR T-5TRRPS WITH U- 7 O 31v (7)10d NRIL5 E H END W LSTRIB STRAIGHT-STRAPS WITH
H Z 28v ( IGd NAILS EACH END
5HING U 28v d Q1 LSTR38 S IGIiT-STRIPS WITH 110/142 31v (� STRIB STRAIGHT-STRAPS WITH
''•• "� ',i:I�'f•:•.1- J', f i Z 101/130 31v (71 lOd NR EACH ENE U (5) d NAILS EACH END
DET L 1 -. -., _._ m<
D IL •"As'T Zp 120/155 Z31vd 1 �BILS ERCHE7STRAIGHT-STRAPS WITH
U 110/142 28v d (3l LSTA STRAIGHT-STRRPS WITH STUD COLUMN-TO-F TION CONNECTION'F'
7/12 SCRL 1 1/2"=1,_0„ K_ d
'^ 120/155 31v (77 lOd ILS EACH END WIND HOUSE
" 2x4 MIN BLOCK STUD COLUMN-TO- UNORTION CONNECTION°C" - SPEED_ WIDTH CONNECTION
ATE
u'•~ IDEPARTMENTSTANDARDS
7/16"AGENCY RATED SHEATHING OR EGURL '' WIND HOUSE OPT el-M TCM40 FND STRAP TIE DIVISION OF BUILDING SIPNDARDS AND CODES
PRE-CUT FOR SITE INSTALLATION BY BUILDER - ""`-°"'^`" - SPEED WIDTH CONNECTION Z WITH O4)16, SINKERS IN COL, ALBANY,NY 12211-0001
L) OZ 90/115 28.d (101 1/4 x 2- 4 TITENS IN FND stamp o/Appmval for a system,Model orCemponeet
OP el-M9TCM40 FD STRAP TIE
T1-11 SIDING OR EGURL SUPPLIED PRE�:l1T FOR ITE W, H(141 I6d SINKERS IN COL, U 120/155 31v M1387 2019-132 10-18-19
INSTALLATION BY BUILDER 2z4 MIN.BLOCK Z iB L4 x 2-L4 TITENS IN FND OPT e( -LS J F A HOLD-DOWN
O 90/116 28v d WITH QOl 8d ER NAILS IN COLUMN MmmhstuNa No App&mse Na DataolMpmrei
d 31v 'OR" rNDiKE.76s�pwal4aprxaNe mNtomweovmmsnrsaineteear nv.naa.ee
' BLOCKING ALONG TOP CHORD 101/130 OPT s2-1 STI I FND HOLD-DOWN FLOOR RIM JOIST-TO-FOUDATI CONNECTION•G" satd�es@t-saar)mxare taencacaem�erama�uretaeu)•�oeawrers rarity
DET # I j - w7N0 HousE TNe im�re�>�da erf..essa'ea'0y for demdm
DETAIL 6 �OF TRUSS FOR SHEATHING WITH(ZOl Bd SINGER NAILS IN COLUMN
"B" 5/12 > NAILER BLOCKING IS 2x4 Z (-7 COI TION or-AnstereN(edrwn,m,sig�eysvmdmr�mrasymerorai�ErQomem Offio
AT 16"OC MAX AND IS Z OPT e1-MSTCMSO FND STRAP TIE SPEED WIDTH
REQUIRED FOR A MIN O WITH(26)16d SINKERS IN C0.. (2]FSR FNO TWIST 5 RPS WITH(8) ,." -,.rhy-�..�'•-
LL OF 60 PSF U [L41 1/4 x 2-1/4 TITENS IN FND
Z IOM NAILS IN RIM JET (2)
FOR ON-SITE P_71 , - - �- 110//142 2 lvd °OR" ZO 93/116 28v d ANCHOR BOLTS IN F'D F50. .Bhn Added..PE,Dnedm DanddThamm.h.wvAlA
- - - 120/155 OPT s2-LSTFD10RJ FND HOLD-DOWN U 120/155 ru 31u ONE FSR INSTALLED ON E INT OF
S DETAIL FD WALL,ONE FSA IN LLED ON
CONT IWE VENT WITH(281 Bd SINKER NAILS IN COLUMN.
THE EXT OF FND WALL
-. 'CONTINUOUS VENT - SEEN E a1 F SNOW DOUBLE TRUSS EACH SIDE FOR
- art-r ZO 5 OF 40 A MAX LL OF 80 PSF SNOW
2z4+TRUSS TCE- Q1 I6d NAILS - PSF MRX ZONES EXCEEOING 80 PSF LL
t¢• 4' FROM 8 TO 2z4 RAIL SHALL HAVE(3)TRUSSES EACH
SIDE. 17 HOUS WIDTHS LESS TWR1 28 FT IN WIDTH TO USE 28 FT CONNECTION SPECS MASTER SERIES
22 1/ K 22 1/T MAX CCONTIINNGEONT TUPONSELL RANGE 21°WO PLED SITE CONDITIONS 5r'CON4ECTION5 SHOWN
SEEABOVE
CRLC MANUAL SECTION 346 FORALLOWABLE
SPECIFICB510EWRLL 6SPECIFIC
MFITTEWFLLTRUSS,PORCH
OF TRU55 cTIONS RLL MODELS
3]S N CONNECTOR VALUES USED ABOVE OTHER CONNECTORS WITH>OR=VALUES MAY BE SUBSTITUTED FOR THE VE
- 41 NOTE e4 FOR WIND SPEED EXPLANATION xxx/x FRRMING DETRILS
51 EE CALC MANUAL SECT 435 FOR PT DECK FLOOR JOISTS
MUNCY HOMES, INC.
1567 PR ROUTE 442
DETAIL B, OR 7/12 TRUSS RT\2 -O.C. 5 OR 7/12 TRUSS RT 16" OR 192, OC MUNCY, PR 17756
SCALE: 1 1/2"=1'-C' TYP ATTIC ACCESS AND SKYLIGHT FRAMING DRN BY DRTE I SCRLE I REV 5HT NO
CTION THRU OFFSET ROOF FIELD WORK SCALE: 3/4"=1'-0" DATABASE NAME
SCRLE: 3/4"=1'-0"
08\8a MJL 3-22-91 SHOWN 6- - e