11a-091 (9) 46 UPLAND RD BP-2017-0695
GIS N: COMMONWEALTH OF MASSACHUSETTS
Map:Block: IIA-091 CITY OF NORTHAMPTON
Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS
Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A)
Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT
Permit# BP-2017-0695
Project# JS-2017-001137
Est.Cost: $33894.00
Fee: $75.00 PERMISSION IS HEREBY GRANTED TO:
Const.Class: Contractor: License:
Use Group: NORTHEAST SOLAR DESIGN ASSOCIATES LLC 106113
Lot Size(so. ft.): 12153.24 Owner: TAIT CHRIS
Zoning: Applicant: NORTHEAST SOLAR DESIGN ASSOCIATES LLC
AT: 46 UPLAND RD
Applicant Address: Phone: Insurance:
136 ELM ST (413) 247-6045 O Liability
HATFIELDMA01038 ISSUED ON:11/!8/2016 0:00:00
TO PERFORM THE FOLLOWING WORK:INSTALL 7.19KW SOLAR ELECTRIC RAY ON
ROOF
POST THIS CARD SO IT IS VISIBLE FROM THE STREET
Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector
Underground: Service: Meter:
Footings:
Rough: Rough: House ft Foundation:
Driveway Final:
Final: Final:
Rough Frame:
Gas: Fire Department Fireplace/Chimney:
Rough: Oil: Insulation:
Final: Smoke: Final:
THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF
ANY OF ITS RULES AND REGULATIONS.
Certificate of Occupancy Signature:
FeeType: Date Paid: Amount:
Building 11/18/2016 0:00:00 $75.00
212 Main Street,Phone(413)587-1240, Fax:(413)587-1272
Louis Hasbrouck—Building Commissioner
File#BP-2017-0695
APPLICANT/CONTACT PERSON NORTHEAST SOLAR DESIGN ASSOCIATES LLC
ADDRESS/PHONE 136 ELM ST HATFIELD (413)247-6045 0
PROPERTY LOCATION 46 UPLAND RD
MAP I IA PARCEL 091 001 ZONE
THIS SECTION FOR OFFICIAL USE ONLY:
PERMIT APPLICATION CHECKLIST
ENCLOSED REQUIRED DATE
ZONING FORM FILLED OUT Ott�////
Fee Paid 476
Building Permit Filled out r
Fee Paid
Tvoeof Construction: INSTALL 7.19KW SOLAR ELECTRI RAY ON ROOF
New Construction
Non Structural interior renovations
Addition to Existing
Accessory Structure
Building Plans Included:
Owner/Statement or License 106113
3 sets of Plans/Plot Plan
THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON
INFORMATION PRESENTED:
✓Approved Additional permits required(see below)
PLANNING BOARD PERMIT REQUIRED UNDER:§
Intermediate Project: Site Plan AND/OR Special Permit With Site Plan
Major Project: Site Plan AND/OR Special Permit With Site Plan
ZONING BOARD PERMIT REQUIRED UNDER: §
•
Finding Special Permit Variance*
Received&Recorded at Registry of Deeds Proof Enclosed
Other Permits Required:
Curb Cut from DPW Water Availability Sewer Availability
Septic Approval Board of Health Well Water Potability Board of Health
Permit from Conservation Commission Permit from CB Architecture Committee
Permit from Elm Street Commission Permit DPW Storm Water Management
Demolition Delay
Si3•: reof:uih' gOficial Date
Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning
requirements and obtain all required permits from Board of Health,Conservation Commission,Department
of public works and other applicable permit granting authorities.
*Variances are granted only to those applicants who meet the strict standards of MGL 40k Contact Office of
Planning&Development for more information.
C � IA ET
c________.--,, ,,
kiny' -fro'r Ddpartment use only
�' "-- City of Northampton StaWa Of pet:
Building Department On ,8.+® e
�
v 212 Main Street , Tr pt1 A ttty , z
` Room 100 e �il aq!�,_bilaYmoi`
Northampton, MA 01060 of Slruttura$dans
phone 413-587-1240 Fax 413-587-1272 PIouSlf Plans ^-K`
Other Spe4 '71
APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING
SECTION 1 -SITE INFORMATION
1.1 Property Address: This section to be completed by office
Map Lot Unit
46 Upland Rd, Leeds Ma 01053
Zone Overlay District
Elm St.District CD District
SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT
2.1 Owner of Record:
Chris Tait 46 Upland Rd, Leeds Ma 01053
Name(Pont) Current Mailing Address:
413-559-7722
Telephone
s. e
a.2 Authorized Anent:
Northeast Solar 7.36 Elm St, Hatfield Ma 01038
Name(Print) 000a iiiiar Current Moiling Address.
iSar _ 413-247-6045
Signature Telephone
SECTIO 3-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollars)to be Official Use Only
completed by permit applicant
1. Building (a)Building Permit Fee
2. Electrical I (b)Estimated Total Cost of
Construction from(6)
3. Plumbing Building Permit Fee
4, Mechanical(HVAC)
5.Fir=Protection e? �l��( ,
6. Total=(1 +2+3 +4+5) $33,894 Check Number 75183 /c
This Section For Official Use Only
Building PermIssued
Signature
Number: Date
Signature'.
Building Commissioner/Inspector of Buildings Date
Section 4. ZONING AU Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information
Existing Proposed Required by Zoning
This column to be filled in by
Building Department
Lot Size
Frontage - , _
Setbacks Front
ISide L: R? R:
Rear
Building Height
Bldg.Square Footage m
Open Space Footage °o -
(Ltd area moms bldg&paved
°&)
#of Parking Spaces
Fill:
(volume&duration}
A. Has a Special Permit/Variance/Finding ever been issued for/on the site?
NO 0 DONT KNOW 0 YES 0
IF YES, date issued:;
IF YES: Was the permit recorded at the Registry of Deeds?
NO O DONT KNOW 0 YES 0
IF YES: enter Book Page and/or Document#
B. Does the site contain a brook. body of water or wetlands? NO ® DONT KNOW 0 YES O
IF YES, has a permit been or need to be obtained from the Conservation Commission?
Needs to be obtained Obtained O , Date Issued: .,
C. Do any signs exist on the property? YES O NO
IF YES,describe size, type and location:
D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO Q
IF YES, describe size, type and location:
E. Will the construction activity disturb(clearing,grading,excavation,or filling)over I acre or is it part of a common plan
that will disturb over 1 acre? YES O NO
IF YES,then a Northampton Storm Water Management Permit from the DPW fs required.
SECTION 5-pESCRIPTION OF PROPOSED WORK(check all applicable)
New House ❑ Addition ❑ Replacement Windows Alteration(s) n Roofing n
Or Doors ❑
Accessory Bldg ❑ Demolition ❑ New Signs [Mt Decks [O Siding[I] Other[X
Brief Description of Proposed
Work: Install 7,19kW solar electric array on roof
Alteration of existing bedroom Yes No Adding new bedroom Yes No
Attached Narrative Renovating unfinished basement Yes No
Plans Attached Roll -Sheet
ba.If New house and or addition to existing housing,complete the following:
a, Use of building:One Family Two Family Other
b. Number of rooms in each family unit: Number of Bathrooms
C. Is there a garage attached?
d. Proposed Square footage of new construction. Dimensions
a. Number of stories?
L Method of heating? Fireplaces or Woodstoves Number of each
g. Energy Conservation Compliance. Masscheck Energy Compliance form attached?
h. Type of construction
i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes iNo
Depth of basement or cellar floor below finished grade
k. Will building conform to the Building and Zoning regulations? YesNo
I. Septic Tank_ City Sewer Private well City water Supply
SECTION 7a-OWNER AUTHORIZATION•TO BE COMPLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
Chris Tait as Owner of the subject
property ._......
Northeast Solar
hereby authorize
t.
to act on my behalf,in all matters relative to work authorized by this building permit application,
Sig a of Ox a Date Czx —
Northeast Solar
,as Owner/Authorized
Agent hereby declare That the statements and information on the foregoing application are true and accurate.to the best of my knowledge
and belief.
Signed under the pains and penalties of perjury.
Ann Bronner
Print Name
Spa 8/18/2016
Signature at O nertAgent Date
SECTION 8-CONSTRUCTION SERVICES
8.1 Licensed Construction Supervisor. Not Applicable 0
Name of License Holden Phillip 6aunsgard CS106113
License Number
41 Heath Rd Colrain, Ma 013• + 6/7/17
�A __...._......
AtltlreS� /J,� Expiration Date
// %/ ry / e 413-247...6045
sign. !l/ '� </. one
9.Registered Home improvement Contractor: Not Applicable 0
Northeast Solar 169641
Company Name Registration Number
136 Elm St,. tfield, Ma 01038 7/14/17
Addres' • Expiration dilate
, Bd- Telephone 413-247-6045
•
SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.GE.c. 152,§25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building permit.
Signed Affidavit Attached Yes X7 No......
11. - Home Owner Exemption
The current exemption for homeowners"was extended to include Owner-occupied Dwellings of one(i) or two(2)families
and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts
as Aupervisor.CMR 789. Sixth Edition Section I08.3&.1.
Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there
is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and!or farm
structures,A person who constructs more than one home in a two-year period shall not be considered a homeownet.
Such"homeowner"shall submit to the Building Offcial,on a form acceptable to the Building Official that he/she shall be
responsibte for all such work performed under the building permit.
As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon
completion of the work for which this permit is issued.
Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to
Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s)
you hire to perform work for you under this permit.
The undersigned"homeowner'certifies and assumes responsibility for compliance with the State Building Code,City of
Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated.
Homeowner Signature
The Commonwealth of Massachusetts Print Form
P4 t 3ls
Department of Industrial Accidents
' Office of Investigations
I�' .1 Congress Street, Suite 100
41111-,� ,-Yg
r _ f/ Boston,MA 02114-2017
\°* rr'4. www.ntass.gov/dia
Workers' Compensation Insurance Affidavit: General Businesses
Applicant Information Please Print Legibly
Business/Organization Name:Northeast Solar
Address:136 Elm St.
City/State/Zip:Hatfield, Ma 01038 phone #:413-247-6045
Are you an employer?Check the appropriate box: Business Type(required):
1.0 I am a employer with 10 employees(full and/ 5. 9 Retail
or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment
2.❑ I am a sole proprietor or partnership and have no 7. Q Office and/or Sates(ind. real estate,auto,etc.)
employees working for mein any capacity.
[No workers' comp. insurance required] 8. Non-profit
3.❑ We are a corporation and its officers have exercised 9. ❑ Entertainment
their right of exemption per c. 152, §I(4), and we have 10 ❑ Manufacturing
no employees. (No workers'comp.insurance required]+z I LQ Health Care
4.❑ We are a non-profit organization,staffed by volunteers,
with no employees. [No workers' comp.insurance req.] 120 Other
*Any appliemt that checks box#1 must also fill out the section below showing their workers'compensation policy information.
"If the corporate officers have exempted themselves but the corporation has other employees,a workers'compensation polies required and such an
organization should check box#1.
tam an employer that is providing workers'compensation insurance for my employees. Below is the policy information.
Insurance Company Name:Hanover
Insurer's Address:46 Upland Rd
City/State/Zip:Leeds, Ma 01053
Policy#or Self-ins. Lie.pWHN 5715134-02 Expiration Date4/8/17
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
Failure to secure coverage as required under Section 25A of MOL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DIA for insurance coverage verification,
I do hereby certify,under thisiiiimi and pena is,. of perjury that the information provided above is true and correct.
mature: a Date:
8/1812016
Phone#:413-247-6045
Official use only. Do not write in this area,to be completed by city or town official
City or Town:— __ _Permit/License n
Issuing Authority(circle one):
1. Board of Health 2.Building Department 3.City/Town Clerk 4. Licensing Board 5.Selectmen's Office
6.Other
Contact Person: Phone#:
www+v.mass.gov/dia
Vreeland Design Associates
An integrative approach to design engineering and site planning
Date: November 11,2016
To: Ann Bronner
NorthEast Solar
136 Elm Street
Hatfield,MA 01038
From: David Vreeland, P.E.
Vreeland Design Associates
Re: Chris Tait,46 Upland Rd, Leeds,MA: Structural assessment of existing house roof to
support proposed solar array.
1 have reviewed the roof framing details on the main house roof for the proposed PV panel
installation. The roof framing of the 2-story,26'x32' house with a single car attached garage
constructed in 2011,are 2x4 Fink design roof misses, installed at 24"on-center, spanning 26' with
a 6/12 roof pitch.The roofing is asphalt shingles.22 solar panels are proposed to be installed on
the west roof.
1 have reviewed the mounting details for the proposed array. Based on my calculations and a PV
solar panel unit weight of approximately 42+lbs, with the attachment points of the array placed at
a maximum of 4' on center and staggered to minimize the load to any one roof truss, the roof
framing is adequate to support the proposed PV solar array and the snow and wind load
requirements of the current MA State Building Code.
Please contact me if you have any questions or need additional information.
Sincerely, toe 0834,,
t �c
DAVID A. 9G
Q g VREELAND y
d_J 0,•:4 La �ku...
CIVIL
No.46317 v'
463
David Vreeland,PE .ol
Vreeland Design Associates �'3s/oNA4
116 River Road, Leyden, MA 01337 Phone: (413) 624-0126
Email: dvreeland@verizon.net Fax: (413) 629-3282
pod ce cknan.#-J"
EVALUATION REPORT
Report Humbert 0248
Originally Issued: 09/2012
•
Valid Through; 0912013
Division: 06—WOOD AND PLASTICS 3.0 DESCRIPTION
Section:06060—Connections and Fasteners
11 General Description
REPORT HOLDER:
EZ Roof Mount L-Foot Kit consists of 5 basic
SunModo Corporation components:(1)shoe assembly with captive waterproof
1906 SE 6'a St,Suite A washer,C2)lag bolt to fasten through the shingles to the
Vancouver, WA 98661 roof rafter, (3) flashing that is placed under the row of
shingles above the shoe and then over the shoe. (4)L-
• EVALUATION SUBJECT Foot that is placed over the protruding shoe threads
and (5) hex cap that is secured on to the shoe. See
SunModo EZ Roof Mount L-Foot Kit for Shingle Figures 1 to 5 in Table 2.
Roofs
3.2 Materials
1.0 EVALUATION SCOPE:
EZ Roof Mount is fabricated from aluminum. Shoe
1.1 Compliance with the following codes: assembly is fabricated using casting aluminum alloy
with dimensions of 2.80 inches in diameter and 1 GO
• 2009 International Building Codes inches M height. it is held in place using one 5516 inch
• 2009 International Residential Codes diameter fag bolt that i5 4 inch in length and made of
• 2006 International Building Codes stainless steel. Flashing is fabricated from sheet
• 2006 international Residential Codes aluminum with dimensions of 10A inches in width. 12.5
inches in length and 0.04 inches in thickness.
1.2 Evaluated in accordance with:
L foot is a 2.00 inch long unequal leg angle made from
• Evaluation Criteria for Joist Hangers and 606346 aluminum with dimensions of 3.00 inches in
Miscellaneous Connectors (IAPMO ES EC002- depth, 2.00 inches in width and 0.24 inches in
2011),Approved March 2011 thickness. It contains a 0.375 inch diameter round hole
• Acceptance Criteria for Roof Flashing for Pipe with a 0.83 inch diameter chamfer (in base) that is
Penetrations BCC-LS A0286),Approved April 2010 located in the center of the base leg. One slot
measuring 164 inch long by 040 inch wide occurs in
1.3 Properties Evaluated: the center and is located 0.30 inches from the top edge
of the vertical leg, which has a scallop front and rear
• Structural face. See Table 2 for component material properties
• Weather Protection and figures.
2.0 USES 4.0 DESIGN AND INSTALLATION
EZ Roof Mount L-Foot Kit for Shingle Roofs is used to 4.1 Design
mount solar systems and other rooftop devices such as Tabulated allowable loads shown in Table I of this
satellitedishes on asphalt shingle roofs with wood report are based on allowable stress design (ASO).
rafters underneath. Adjustments to these values are required for wet
EZ Root Mount is specifically designed to be used for service conditions, sustained exposure to elevated
installation of solar panels for electric or hot water temperatures. use with fire retardant lumber or with
production on roofs with slopes from 3 to 12 units lumber whose specific gravity is less than 0.55
vertical in 12 units horizontal, (Southern Pine). Allowable values based on fastener
strength may be adjusted for duration of loading. See
footnotes of Table 1 for more detailed explanation,
Page 1 of 4
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EVALUATION REPORT 4J)
•
Report Number. 0248 ^�-
Originally Issued: 0912012
Valid Through: 09/2013
4.2 Installation Rain test data and thickness of aluminum flashing
submitted is in conformance with Acceptance Criteria
. EZ Roof Mount must be installed using the 5116 inch for Roof Flashing for Pipe Penetrations (ICC-ES AC
diameter stainless steel lag screw at each bracket 286-2008). Rain test conformed to Underwriters
location as described in the manufacturer's installation Laboratory Standard for Gas Vents, UL 441-96 Section
instructions, Lag screw must penetrate into the root 25.
• rafter a minimum of 2%inches.Prior to installation,the
roof rafter shall be bored with the required lead and _ Test results are from laboratories in compliance with
clearance hale for the unthreaded and shank portions ISOfIEC 17025
of the lag screw as required in Section 11.1.3 of the
NDS -05. Threaded portion of the lag screw shall be 7.0 IDENTIFICATION
inserted into its lead hole by turning with a wrench and
not driving by a hammer. A die-stamp label in the flashing bearing the name and
address of the manufacturer, the model number.
4' Use of auxiliary holes in the Shoe other than the use of IAPMO Uniform ES Marks of Conformity, and this
an extra fastener to slop the shoe from rotating during Evaluation Report Number(ER-0248)_
installation is outside the scope of this report
Flashing should be installed full under the shingle up to IA R
the raised portion of the flashing to prevent water MO
1 ingress under the shingle. No portion of the flashing
should be bent upward; the flashing must rest fully ESiir
... against the roof shingles. Otherwise the water and wind TM
performance may be impaired.
IAPMO 80248
5.0 CONDITIONS OF USE
•
EZ Root Mount L-Foot Kit for Shingle Roofs described
in this report complies with the codes listed in Section
• 1.6 of this report subject to the following conditions:
5.1 El Roof Mount shall be installed In accordance with
this report, manufacturer's installation instructions and
the codes listed in Section 1.1.
5.2 Calculations to verify the imposed loads on the EZ
Roof Mount assembly do not exceed the allowable
bads contained In Table 1 of this report shall be
submitted to the code official when requested.
Calculations shaft be prepared by a registered design
professional when required by the statues of the
jurisdiction where the work is constructed.
6.0 EVIDENCE SUBMITTED
Testing and analysis data submitted is in conformance
with Evaluation Criteria for Joist Hangers and
Miscellaneous Connectors(IAPMO ES EC 002-2011).
Page 2 of 4
EVALUATION REPORT \j)
Report Number: 0248
J
Originally tssurd: 09/2012
Valid Through; 0912013
TABLE 7: ALLOWABLE LOADS FON EZ ROOF MOUNT L-FOOT KPT Obsir""
)t""
Load Uireetino Ultimate Land Test}road at Test Load at Calculated Allowable
Test Value 0.250 inch 0.125 inch Fastener/Metal
(see figure below) F.S.a3.0 deflection deflection Strew lb Design Load
1,800 ® 340 340
n 200 240 130 ® 130
Notes
1. Allowable load values me based on the least value Ron the ultimate load of three testa(strength limit).tested
load at 0,125 inch deflection(defection limit),calculated fastener capacity(wishdmwxl or lateral)fur wood
with a specific gravity of 055(Southern Pine)or allowable stress of the aluminum 1,-foot COnneg0r.
2. Allowable load values gr based wt lumber with all ofthe following characteristics'
a. Located in dtv service conditions where the moisture content does not exceed 19%for an extended period
of flint such as in most covered structures.
•
It. Located where it does no experience sustained exposure to elevated temperatures that exceed 200"Y.
• For nny other conditions,allowable table values shall be multiplied by the related adjustment factors)ICS,
wtdlo C)in acemdance with the National Design Specification for Wood Construction(NOS-0S).
3, Allowable load values arc based on lumber with a specific gravity of 0.55(Southern Pine or equal).
a_ Aliosvnbte bad values for withdrawal are based on a minimum penetration of 2 Vk inches into the roof rafter
by one 5116 inch x 4 inch long stainless steel lag screw.
5. Allowable values may not be increased for load duration in accordance with Section 103,2 of the NDS-O .
•
Uplift
Lateral
}� JF
Page 3 of 4
EVALUATION REPORTG' "°
Report Numbon 0298
Originally Issuedt 09/2012
Valid Through: 0912013
TABLE 2:MATERIAL PROPERTIES
Component Material
Sh0e Aluminum alloy ANSI/AA A380.0
Waterproof'W_asher' EPUM with durometer rating of 60 -
Lag Bolt 304 stainless steel ASTM A 240
L-foot _ all
Aluminum oy 6063-fG ASIA[0221
Hex Cap Aluminum alloy ANSI/AA A380.0
Flashing Aluntinn OAIM B209
EZ ROOF MOUNT COMPONENTS
Ta
t.
L xS r-?4.
Figure I:Shoe Assembly
Figure 4: lies Cap
etim
-�
Figure 2-Lag Bolt
I igure S:Flushing
Figure 3:L-font
Page 4 of 4
EVALUATION REPORT
Report Number. 0248 `<
Originally Issued: 09/2012
Valid Through: 09/2013
•
•
•
•
TABLE I: ALLOWABLE LOADS FOR EZ ROOF MOUNT U-FOOT KIT(lbs.)'ar'i°
Load Direction Allowable Load Test Load at Test Load at Osten! ted Allorvable
(see figure below) Test Value 0.250 inch 0125 inch Fastener/Metal Design Loud
T.S.=3A deflection deflection Strut tth
Uplif(Withdmwah 715 7,800 695 j 340
Lateral MI 240 130 1�®
Notes
1. Allowable ked values are based on the least value from the uhbnate load of three tests(strength limit),tested
load at 0.125 inch deflection(deflection lunit),calculated fastener capacity(withdrawal or lateral)for wood
• with a specific gravity of 0.55(Southern Pint)or allowable stress of the aluminum t:Coot connector.
2. Allowable toad vanes arc based un lumber with all of the following characteristics:
a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period
•
of limo such as in most covered sbvetmec
b. Located where it does not experience sustained exposure to elevated temperatures that exceed 700°F.
km any other conditions,allowable table values shall be multiplied by the related adjustment faaor(s)(C„
and/or C.)ill accordance with the Notional Design Specification for Wood Construction(NDS-05).
3. Allowable load values arc based on lumber with a specific gravity of0.55(Southern Pine or equal).
4. Allowable load values for withdrawal are based on a minimum penetration of 2'A inches into the roof rafter
by one 5116 inch x 4 inch long stainless steel lag screw.
5. Allowable values may not be increased for Iced duration in accordance with Section 103.2 of the NDS.0$.
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Northeast � I 1T 31 IJ{ IILLI I _Ij _ l IF111I �L �� I-,�
_
1
iyuI
IL L 1 1_ 1 LmJ I
Typical feet placement w/
1 1I �' 11.1 _ [ Illi iAl
16" o.c. rafter spacing 1 , I
U5
1
IIFI
. 'li, . t9. I _+. I e_i
I f I I 1j
111 Im i 1I1 �j�� I11
1 1.. _mJ ,_,t, : LY' L+' _`Y
41'
1 111 I I ill
Ill _-__ 41 - IT 1 1-v,
Typical feet placement w/
24" o.c. rafter spacing TIIII ;' I
I
Il:' IL. 1 )Il ll 111 111 11 _ '..
"^I "" vr, I _ Cr 1 ^' I `!'.
1 1
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