95-030 CERTIFICATE OF OCCUPANCY
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
June 7 96
Date 19 __
95030 -This is to certify that work requested to be done as shown by Permit No.
has been completed.
CHANGE IN ROOF OVER EXISTING STRUCTURE
This structure may be occupied as a
ROCKHURST
Location
FARLEY, GERTRUDE A.
Owner
TAX MAP NO. . —t—9 By Order Town Board,
TOWN OF QUEENSBURY
Director of Bldg. & Code Enforcement
BUILDING PERMIT
VALUE $ 9000 TOWN OF QUEENSBURY No 95030
TAX MAP NO. 15 . -1-9
WARREN COUNTY, NEW YORK
FARLEY, GERTRUDE A.
PERMISSION is hereby granted to
ROCKHURST D -
OWNER of property located at Street, Road or Ave.
CHANGE.-IN . ROOF OVER EXISTING STRUCTURE
in the Town of Queensbury,To Construct or place a -
at the above location in accordance to application together with' plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
10 CEDARWOOD DR.
GLENS FALLS , NY 12801
2. CONTRACTOR or BUILDER'S Name
JAMES FARLEY
3. CONTRACTOR or BUILDER'S Address
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
( )Wood Frame ( ) Masonry ( )Steel ( ) -
7. PLANS and Specifications
No. 176 SQ. FT. ALTERATION TO RESIDENCE/SECOND FLOOR AS PER P
PLAN AND SPECIFICATIONS. CHANGE IN ROOF OVER EXISTING ST
8. Proposed Use
CHANGE IN ROOF OVER EXISTING STRUCTURE
$ 8 PERMIT FEE PAID—THIS PERMIT EXPIRES February 3 19 97
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
Dated at the Town of Queensbury this 14 Day February 19 95
c
SIGNED BY for the Town of Queensbury
Building and Zoni Inspector
TOWN OF QUEENSBURY , s REVIEWED BY:
COMMUNITY DEVELOPMENT DEPARTMENT , .';'
BUILDING & CODE ENFORCEMENT FEE PAID: a�
531 BAY ROAD
QUEENSBURY, NEW YORK 12804 `" r'-r' PERMIT NO. c)5-03C)
(518) 745-4447
BUILDING PERMIT APPLICATION
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS
WILL BE MADE UNTIL APPLICANT HAS RECEIVED A VALID BUILDING PERMIT.•
All applicants ' spaces on this application MUST be completed and the
signature of the applicant MUST appear on the appli,cation form.
OWNER OF PROPERTY: AMC- G E2 i ie '.D E. A A . "!•J R LEY
Mailing Address : /0 C .DA/e Wo6D Z ,Z Qom. Win' -d� Y /Z a'o
Telephone Number(s) : Work 7Q3 - 167 7 H e 793-74/-'7 �`Other
PROPERTY LOCATION: RoC/<N ' '7 2 D , Q vC�PNS 3v2y , �t/. /Zia
Tax Map Number: Section /5 Block / Lot 9
Subdivision Name: /low -/f4C belie/01 re-i7`s Lot No. 3-C
NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE
CONSTRUCTION: - $ c//0 0 0 , oo
NEW BUILDING:
RESIDENCE/COMMERCIAL OCCUPANCY INFORMATION:
ADDITION TO BUILDING: PRIMARY BUILDING -
RESIDENCE/COMMERCIAL Single Family Dwelling
X ALTERATION TO BUILDING: Two Family Dwelling
RESIDENCE/GaMMERZER1 Family Dwelling
(NO CHANGE TO EXTERIOR SIZE) Office
OTHER WORK (DESCRIBE BELOW) Mercantile
Warehouse
Manufacturing
� X Other..., �S ' £ cSEAson/tA� CA47 f
�—
GROSS AREA OF PROPOSED STRUCTURE: j r (<oc- c'V ( - n u (X -)y
1ST FLOOR SQ. FT.
IF ADDITION, USE OF NEW ADD ION:
2ND FLOOR 17 6 SQ. FT.
OTHER FLOORS SQ. FT. -
(not unfinished cellar or basement) ACCESSORY BUILDINGS: •
Detached Garage .- One/Two Car
TOTAL FLOOR AREA: 17,6 SQ. FT. Attached Garage - One/Two Car
Private Storage Building
SIZE OF NEW STRUCTURE: Commercial Storage Building
Other
/6 FEET X /2 FEET
Foundation Type: fi5c1sr/A-J Will any second-hand or ungraded
Number of Stories : lumber be' used? If so, for what?
(habitable space only) Al°
Height (grade to ridge) : /6 feet Type of Heating System:
Number of fireplaces and/or woodstove (circle all which applies)
to be installed: O Electric / Oil 7 Gas / Wood --
Forced Hot Air / Baseboard / Other
PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES IS:
LTAM6S ,;. F' c 7 3 _9 677
NAME OF BUILDER/ADDRESS/PHONE: Now b eTegAilm'.{_ A.7L-- 77l6 T/.�t 4‘Lc_7-pfp
NAME OF PLUMBER/ADDRESS/PHONE:
NAME OF MASON/ADDRESS/PHONE :
NAME OF ELECTRICAN/ADDRESS/PHONE:
DECLARATION ,
To the "best of my knowledge the statements contained in this appli-
cation, together with the plans and specifications submitted, are a true
and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Code, the Zoning Ordinance
and all other laws pertaining to the proposed work shall be complied with,
whether specified or noted, and that such work is authorized by the Owner.
Further it is understood that I/we shall submit prior to a Certificate of .,
Occupancy or Certificate of Compliance being issued,. an AS BUILT- PLOT PLAN
drawn to scale, showing actual location of p oject on remises .
Signature � ( 2S
(Owner, ownef-' s agent, architec contractor)
FOR ANY SPECIAL PROVISIONS - SEE REVERSE SIDE:
;a \
, 95°I.0 311-7i '29,30
lA
�� L ENERGY CODE COMPLIANCE APPLICATION is JgN199s
ti. TOWN OF QUEENSBURY, WARREN COUNTY6 uC Cr
- '` 9000 HEATING DEGREE DAYS co,
1 QueT�nnofed
Bldgp Uy o
Compliance Methods : PART 5 - Acceptable Practice Method ` d
1&2 Family Dwellings (only)
PART 6* - Thermal Rating - Component Trade Offs
1&2 Family Dwellings; 'Multi-Family
Dwellings ( 3 stories or less)
PART 4* - Design by Component Performance
Commercial Buildings-Hi Rise Residential
*Requires submission of worksheets
APPLICANT'S NAME: PROPERTY LOCATION:
67",e✓D," 4 , -r @z /e y Rocict/ 'iZ5 6/ocK l- bpi 9
PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE:
1 . Gross Floor Area - 116 square feet
2 . Type of Heat - _ Electric Oil Gas Other /VoNE
CAMP
3 . Is building mechanically cooled? Yes ?G No
4 . Percentage of area of windows and doors Over 17% X Under 17%
5 . R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS
SHOWN ON PLANS SUBMITTED:
a. Roof R /3
b. Exterior walls R -► -3
c. Glazed areas R
d. Exterior doors R
e. Floors over unheated spaces R
f. Edge of slab on grade (heated building) R
g. Basement/cellar walls (above grade) R
h. Basement/cellar walls (below grade) R
i. Heating/cooling-ducts-piping in unheated space R
6 . Service (domestic) hot water heating device
Conforms to minimum efficiency per code jC Yes No
TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT. BE EXCEEDED
Applicant' s Signature Date Phone Number
l �h - U /--2 g --95- 3 --7 0 J? -7
INSPECTOR' S REMARKS :
3 r TOWN 'OF'QUEENSBURY
BUILDING & CODE ENFORCEMENT
742 BAY ROAD °�E�J(y
QUEENSBURY NY 12804 "/ F U
t ,f (518)745-4447 79'3'-K 77A
iVc.: Sr DEPART: le4e2 INSP:
FINAL INSPECTION REPORT - RESIDENTIAL
DATE INSPECTION REQUEST RECEIVED:
NAME 1-1�--L'‘
LOCATION 7R9deII/i51
DATE 6l/ PERMIT Ao) 0
TYPE OF STRUCTURE Lee
FOOTINGS FOUNDATION BACKFILL FRAMING
ROUGH PLUMBING SEPTIC _ INSULATION
FINAL ELECTRICAL WOODSTOVE OR FIREPLACE
N/A YES NO
CHIMNEY HEIGHT/B VENT/HEIGHT
PLUMBING VENT
ROOFING
• EXTERIOR FINISH
DECK/PORCH/STEPS/RAILIINGS
RELIEF VALVES
FURNACE/HOT WATER OPE' +TING
INTERIOR TRIM/PRIVACY DOORS
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT
OTHER FLOORS SWEEPABLE
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILIN'-S
SMOKE DETECTORS
BATHROOM FANS
PLUMBING FIXTURES
FOUNDATION INSU -TION
GARAGE FIRE PROOFING
DOOR C , ���
FINALbEiRICAL 44'0
SITE PLAN/VARIANCE REQ.
FINAL SURVEY PLOT PLAN
OK TO ISSUE& OR 61L 4.4/-
L4
P-Iiiii‘ TOWN OF'QUEENSBURY
�. BUILDING & CODE ENFORCEMENT
742 BAY ROAD
P- OW QUEENSBURY NY 12804
-4i,, s.f w (518)745-4447
:.,aivE: 17 ') DEPART: � '� INSP: --
FINAL INSPECTION REPORT — RESIDENTIAL
DATE INSPECTION REQUEST RECEIVED:
NAME PERMIT A �Q/ i& 6 6"
LOCATION gl-NRSr-
DATE �� 770e
(
JJ�� 9Q 3
TYPE OF STRUCTURE
FOOTINGS FOUNDATION BACKFILL FRAMING _
ROUGH PLUMBING SEPTIC INSULATION •
FINAL ELECTRICAL _ WOODSTOVE OR FIREPLACE _
N/A YES NO
CHIMNEY HEIGHT/B VENT/HEI HT
PLUMBING VENT
ROOFING
�,„.
EXTERIOR FINISH k
DECK/PORCH/STEPS/RAIL NGS
RELIEF VALVES,.
FURNACE/HOT WATE LOP RATING
INTERIOR TRIM/PRIVA Ya DOORS
FINISH FLOORS: 1 .
BATH/KITCHEN WATERTIGHT
OTHER FLOORS SWEE!ABLE \
OTHER FLOORS CARHETED .
STAIR CLEARANCE/RAILINGS \ ' Li/
JOKE DETECTORS 1
BATHROOM'FANS 1 1
PLUMBING FIXTURES I f
- FOUNDATION INSULATION /
GARAGE FIRE PROOFING
DOOR� S ' I i
FINAL ALECICAL �� I
SITE PLAN/VARIANCE REQ.
FINAL SURVEY • OT PLAN
OK TO ISSUE C 0 IIR C C
q 5 T*w5
�.; TOWN OF QUEENSBURY
H /; `r1 BUILDING & CODE ENFORCEMENT
'wr te ; 742 BAY ROAD fey fir h
,,y*� . QUEENSBURY NY 12804 p / 'p
*, ! Vni4.14'' (518)745-4447 773,1617 w
ARRIVE: /! .�� DEPART: //• INSP: ;JAI"
FINAL INSPECTION REPORT - RESIDENTIAL
DATE INSPPECTION �REQUESTT RECEIVED:R �
NAME 4A'RLEr(/ v e'`oz eo A G.-
LOCATION 4
ei 1. L,25 r
f17/r .
DATE r PERMIT��� # q{V -. 030
TYPE OF STRUCTURE R,4, ed ig4}G6
FOOTINGS FOUNDATION BACKFILL FRAMING
ROUGH PLUMBING SEPTIC _ INSULATION
FINAL ELECTRICAL WOODS OVE OR FIREPLACE _
. N/A t YES ! NO
CHIMNEY HEIGHT/B VENT/HEI:•HT
PLUMBING VENT
, ROOFING
EXTERIOR FINISH
DECK/PORCH/STEPS/RAILINI '
RELIEF VALVES
FURNACE/HOT WATER OPE•+TINt
INTERIOR TRIM/PRIVACY BOORS
• FINISH FLOORS: •
BATH/KITCHEN WATER'IGHT
OTHER FLOORS 'SWEE•ABLE
OTHER FLOORS CA•••ETED •
STAIR CLEARANCE/•,,ILINGS
SMOKE DETECTORS /
i
BATHROOM FANS /
PLUMBING FIXTURES
FOUNDATION INSULATION
GARAGE FIRE PROOFING
DOOR CITRICAL
RS +
FINAL 6/�' 'ir'S'
SITE PLAN/VARIANCE REQ.
FINAL SURVEY PLOT PLAN
I/
OK TO ISSUE C/ OR C/C
!Vitt e p g /,a4- 1A) 6.10RIAK, f x
•
i;
• TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT •k '
531 BAY' RD., QUEENSBURY NY 12804
INSPECTOR'S REPORT: ARR DEPART 2 2O IN{TV� 4"
REQUEST FOR INSPECTION RECEIVED: 1— —lLf -INlC
J
NAME ,r)` A GCJf-r(�C) C_
LOCATION (0 C
DATE L( _5 ( S PERMIT #
TYPE OF STRUCT RE: ut'\-e.0 A. \� C/v " 6 1'
J
RECHECK APPROVED
N/A YES NO
•
FOOTINGS/PIERS i
MONOLITHIC POUR FOORM
REINFORCEMENT IN PLACE
THE CONTRACTOR IS RESPo' SIBLE FOR
PROVIDING PROTE T 14 F^OM. FREEZING
FOR 48 HOURS FOLLO IN THE PLACE—
MENT OF THE CONCRE+E
MATERIALS FOR THIS!URPOSE ON SITE
FOUNDATION/WALLPOJI
REINFORCEMENT IN ACE
FOUNDATION/DAMP'RO.FING •-
BACKFILL APPRO'AL- y ---
PLUMBING VENT,VENTS IN PLACE
• ROUGH PLUMB I;LSIII
D
PLUMBING UN''ER SLAB
JA'K STUDSLEADERS
B'1'CING BRIIGING
JfIST HANGE•S
J.CK POSTS/ AIN BEAM F,
AIR INFI TRATION BAR'IER
HEATING 'OUGH—IN _
INSULAT ON:
FOU DATION WALLS INTERIOR R—
FOU'DATION WALLS EXTERIOR R
FLOIRS R— L
WA LS R—
CEILING R—
DUCT WORK OR PIPING IN
UNHEATED SPACES
1 •
c;1 Pn')
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT W `
531 BAY RD., QUEENSBURY NY 12804
2/I-
INSPECTOR'S REPORT: ARR.,,li�S DEPAR'1z,�Ir INT�1 5
REQUEST FOR INSPECTION RECEIVED: L --
NAME Q (1 ae)C" Ci
n
LOCATION ` N040
DATE 3,„/c) ! ERMIT # nn�^5-O3 C/
TYPE OF STRUCTURE: C
RECHECK X( ��9Tv� 0 OV
�) N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE _
THE CONTRACTOR IS RESPONSIBLE FOR
PROVIDING PROTE TION FROM FREEZING
FOR 48 HOURS FOLLOWING THE PLACE-
MENT OF THE CONCRETE..
MATERIALS FOR THIS PU'POSE ON SITE
FOUNDATION/WALLPOUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPPROOFINe
BACKFILL APPROVAL
PLUMBING VENT/VENTS IN 'LACE
ROUGH PLUMBING
PLUMBING UNDER..&.'B.
)(FRAMING:
�a.T JAC STUDSLHEADE' :
B• ' ING/BRIDGING
J• ST HANGERS
ACK POSTS/MAIN BEAM
AIR IN'ILTRATION BARRIER _
HEA NG ROUGH-IN
INS LATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS.EXTERIOR R- _
FLOORS R-
WALLS R-
CEILING R-
DUCT WORK OR PIPING IN
UNHEATED SPACES R- •
iat7 11-eCc/ (: )/(
r-
cei/1 Ale, 1�a.>7 e7 h 1_
PROJ NO.: WA
WOOD MEMBER ANALYSIS - DATE: 02/10/95 -
BY: KEVIN J.FARLEY,P.E.
N.Y.S.P.E.LICENSE#088341-1
MAP 15 BLOCK 1 LOT 9 SH / OF 1
TOWN OF QUEENSBURY •
PROJECT:ANALYSIS OF 18''SPAN FOR 2ND FLOOR MODIFICATIONS OF
SEASONAL COTTAGE
ANALYZE ADDING 1-2X8 ABUTTING EXIST JOIST(@ 18'SPACING)AND ADD 2-2X0
INBETWEEN RESULTING IN 2-2X8 JOISTS AT 8'SPACING O.C.(SEE SKETCH)
INPUT DESIGN PARAMETERS (NOS SUPPLEMENT 1991 -ATTACHED1
........................:-.:
............................
b=::::::::::::::::::>:€:>:::E'•`•::`:5 IN (WIDTH OF MEMBER)
d=:::::::>:::::: :<:::i:<::`$5IN (DEPTH OF MEMBER) .
dv= :::::::€::::':::::'.s'::>'B l>IN (SHEAR DEPTH)
Fb=:`::::::::.::::::: ::::;E::1i75 PSI(BASIC ALLOWABLE FLEXURAL STRESS)
Fv=:::::::' €:::::?E:;::::::::70 PSI(BASIC ALLOWABLE SHEAR STRESS PARALLEL TO GRAIN)
Fcp= ::: :::::::•`•:•`•::;>::4,05::PSI(ALLOWABLE COMPRESSION PERP TO GRAIN)
Ft=>;:;;:;;:::::;::;:::;t:;:#:;:425'PSI(ALLOWABLE TENSION PARALLEL TO GRAIN)
Fc= :�s::::::`:::::€:s:::iitoc:::PSI(ALLOWABLE COMPRESSIVE STRESS PARALLEL TO GRAIN)
E=:::::::::'::: ti00..Q;(MODULUS OF ELASTICITY) •
L=e' '> �<>�:#.`m::*i'�16 FT (SPAN LENGTH) �' h3t
SPACING=::':`:':::::':`:::::::: €€7::IN (CENTER TO CENTER SPACING OF MEMBERS) N OT I C E --�
ADJUSTMENT FACTORS (NDSTABLE4A) FOAM INSULATION MUST 1'IJED
Cf(Fb)=}`> ::%::'::::::::::: :::>7:SIZE FACTOR(BENDING) ' BY A 15 MINUTE THERMAI, RRIER
Cf(Ft)- ::: :::z�:> ;1SIZE FACTOR(TENSION PARALLEL TO GRAIN)
Cf(Fc)=: .;;.;r.;.;;;:::;;:;:;:;1:I SIZE FACTOR(COMPR PARALLEL TO GRAIN)
Cr= :::r::::::::::::::::4 15 REPETITIVE FACTOR
Cfu=::::::: :r ::;::z:::::::I%:FLAT USE FACTOR •
Cm=:%::;a:: : : ::::::::I::WET SERVICE FACTOR::i Fil E
Ch=:::::::::::::::: ;:::s:2::SHEAR STRESS FACTOR cgpy
Cd(dI)=::::::::: ::< ::::0 f:LOAD DURATION FACTOR(DEAD LOAD)
Cd(AO=:r<: ::; ::::::::'::i:LOAD DURATION FACTOR(FLOOR LIVE LOAD)
CALCULATION OF LOADS , F I oPY
..,. .
FLOOR DEAD LOAD(FDL)=::::::;::`:,[?::' 7:LB/SF (SEE ATTACHED CALCS) • •
FLOOR LIVE LOAD(FLL)=::::::::::::::: :<;>'.:: t LB/SF -- -
DETERMINE LINEAR LOAD(w):
WITH NOTICE ,BEAM SPACING= 8 IN ;,
,
LOAD COMBINATIONS: KRAFT PAPER INSULATION Milif IIE
FDL= 8.47 LB/FT FDL= ,F. 8�BRIER '
FLL= ' BY NON-COMBUSTI
• 8.47 LB/FT 35.13 LB/FT
USE 35.13 LB/FT . -
•
RESULTING LOADS: -- -
REACTIVE LOAD= 281.07 LBS AT ND OF SPAN
• MAX SHEAR LOAD= • 281.07 LBS4 TOWN OF QUEENSBURY BUILDING DEPARTMENT
MAX MOMENT LOAD= 1124.27 FT LBS Based on our limited examination,
compliance with our comments shall pF NEW
not be construed as indicating the Q"s,\N J•
FgR4 3,
0,9
plans and specifications are in full co ,k.<, F)._
compliance with the code. - A ; ;
T :N ® EENSt •IJR ; 6, ;t- }-� _4,
BUILDING C*, EP I,
OFES ._,
•
REVIEWED BY
•
DATE I
•
•
PROJ NO.: N/A
WOOD MEMBER ANALYSIS DATE: 02/10/95 _
• BY: KEVIN J.FARLEY,P.E.
N.Y.S.P.E.LICENSE#068341-1
MAP 15 BLOCK 1 LOT9 - SH 2.OF4
•
TOWN OFOUEENSBURY
- PROJECT:ANALYSIS OF 18'SPAN FOR 2ND FLOOR MODIFICATIONS OF
SEASONAL COTTAGE
•
PENDING MEMBERS-FLEXUR<s
CALCULATED VALUES
Sx= 15.13'IN^3 STRONG AXIS SECTION MODULUS
Ix= 41.59 IN^4 STRONG AXIS MOMENT OF INERTIA
ADJUSTMENT FACTORS FROM ABOVE:
Cf(Fb)= 1,ISIZE FACTOR(BENDING)
Cr= 1.15(REPETITIVE FACTOR
Cfu= 1 FLAT USE FACTOR
Cm= 1 WET SERVICE FACTOR •
INPUT CRIT zCRITICAL LOAD DURATION FACTOR FROM FLL+FDL
............................
Fb= 875 PSI(BASIC ALLOWABLE FLEXURAL STRESS)
Fb'= 1006.25 PSI MODIFIED ALLOWABLE FLEXURAL STRESS
lb= 891.98 PSI ACTUAL BENDING STRESS. •
•
•
lb/Fb= 0.89 OK
•
CHECK LATERAL STABILITY
RECOMMEND PER NDS 4.4.1 --USE BLOCKING/BRIDGING AT END POINTS(SEE SKETCH) •
SHEAR STRESS
•
•
ALLOWABLE SHEAR STRESS AND ADJ FACTORS FROM ABOVE:
Fv= • 70 PSI(BASIC ALLOWABLE SHEAR STRESS PARALLEL TO GRAIN)
Ch= 2 SHEAR STRESS FACTOR
•
• Fv'= 140 PSI(MODIFIED ALLOWABLE SHEAR STRESS PARALLEL TO GRAIN)
fv= 25.55
fv/Fv= 0.18 OK
QEFLECTION '
MAX DEFLECTION= •0.89 IN •
CHECK RECOMMENDED: 0.53 IN
•
BEARING STRESS(PERP TO GRAIN)
AREA REOD(IN^2)= 0.66 IN ^ 2
REOD BEARING LENGTH(1N)= 0.44 IN
BEARING LENGTH OK OF NEW
tN J. F49�4
c0,9
SEE RECOMMENDATIONS
•
I�t `rw 1
FO 058341
1990FESSIOO,
• • • • • - Project: MAP' - 6t,ocK 1 L'nT 9 Project No.
----
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:" /Nsr Lc- '(/) zx.G . .To /1:84T Ex 1sr/NG - _ Tc(,sr ..
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•
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TABLE 4A-ADJUSTMENT FACTORS
!SIZE FACTOR, CF
• .
Tabulated bending,tension,and compression parallel to grain design values for dimension lumber 2"to 4"thick shall
be multiplied by the following size factors:
SIZE FACTORS,CF
Fb Ft Fc
Grades Width Thickness
2" &3" 4"
2",3"&4" 1.5 1.5 1.5 1.15
Select 5" 1.4 1.4 1.4 1.1
Structural, 6" 1.3 1.3 1.3 1.1
No. 1 &Btr. 8" 1.2 1.3 1.2 1.05
No. 1,No.2, 10" 1.1 1.2 1.1 1.0
No.3 12" 1.0 1.1 1.0 1.0
14" &wider 0.9 1.0 0.9 0.9
k 6 14,E t-
. et; ;^ n•. ,t S x
; si:e.o,t,), i * ' , :'` '' ,fi -1'f; IC . , ±1� `11•.')I
__ :4 _ _ _ 1t _ _
(REPETITIVE MEMBER FACTOR,Cr,
Bending design values,Fb,for dimension lumber 2" to 4" thick shall be multiplied by the repetitive member factor,
-- Cr=1.15,when such members are used as joists,truss chords,rafters,studs,planks,decking or similar members which ..
: : - are in contact or spaced not more than 24"on centers,are not less than 3 in number and are joined by floor,roof or other
load distributing elements adequate to support the design load.
AT USE FACTOR,C SERVICE FACTOR,C
�' fu WET M
Bending design values adjusted by size factors are based When dimension lumber is used where moisture content
on edgewise use (load applied to narrow face). When will exceed 19% for an extended time period, design
dimension lumber is used flatwise(load applied to wide values shall be multiplied by the appropriate wet service
face),the bending design value,Fb,shall also be multi- factors from the following table:
plied by the following flat use factors: '
WET SERVICE FACTORS,CM
FLAT USE FACTORS,Cr,
Fb Ft Fv FC f. Fc E
Width Thickness
0.85* 1.0 0.97 0.67 0.8** 0.9
2"&3" 4" * when(Fb)(CF)<_ 1150 psi,CM= 1.0
2"&3" 1.0 --- **when(Fb)(CF)<_ 750 psi,CM= 1.0
4" 1.1 1.0
5" 1.1 1.05
6" 1.15 1.05 ' . ,
8" 1.15 1.05 .,�.,'.`:,Or • -
10" &wider 1.2 1.1 .o$;n, -'t ;, .I , , i.,,pit,-- r-.J_,_,•I . •- i,, V,'M
,,.ts, o''• .
• JI, '~- ;;i.:•iFi,S t±1 p:{r, � ',
.,i),•:I r:t , '- EA:++li' : . . IP
. ,
_.. ,.. .„.,„,_,,
18
,
a
SHEAR STRESS FACTOR,CH
-
Tabulated shear design values parallel to grain have been reduced to allow for the occurrence of splits,checks and shakes.
Tabulated shear design values parallel to grain,F,,,shall be permitted to be multiplied by the shear stress factors specified
in the following table when length of split,or size of check or shake is known and no increase in them is anticipated.
When shear stress factors are used for Redwood,a tabulated design value of F„=80 psi shall be assigned for all grades
of Redwood dimension lumber. Shear stress factors shall be permitted to be linearly interpolated.
olated.
SHEAR STRESS FACTORS,CH
Length of split on wide Length of split on wide Size of shake* in
face of 2" (nominal) CH face of 3" (nominal) CH 2" (nominal)and CH
lumber and thicker lumber thicker lumber
no split 2.00 no split 2.00 no shake 2.00
;.--.. 1/2 x wide face 1.67 1/2 x narrow face. 1.67 1/6 x narrow face 1.67
3/4 x wide face 1.50 3/4 x narrow face 1.50 1/4 narrow face 1.50
r 1 x wide face 1.33 1 x narrow face 1.33 1/3 x narrow face 1.33
�?` 1-1/2 x wide face or more. ....1.00 1-1/2 x narrow.face or more. 1.00 1/2 x narrow face or more. 1.00
*Shake is measured at the end
rv_ between lines enclosing the
shake and perpendicular to the
loaded face.
AP TABLE 4A-BASE DESIGN VALUES FOR VISUALLY GRADED DIMENSION LUMBER
(All species except Southern Pine-see Table 4B)
(Tabulated design values are for normal load duration and dry service conditions.
'_ , See NDS 2.3 for a comprehensive description of design value adjustment factors.)
USE WITH TABLE 4A ADJUSTMENT FACTORS
Design values in pounds per square inch(psi)
+ Tension Shear Compression Compression Modulus
parallel parallel perpendicular parallel of Grading
Species and Size Bending to grain to grain to grain to grain Elasticity Rules
commercial grade classification Fb Ft F„ Fcl Fc E Agency -
ASPEN
Select Structural 875 500 60 265; 725 1,100,000
No.1 2"-4"thick 625 375 60 265- 600 1,100,000
No.2 600 350 60 265 450 , 1,000,000 •NELMA
t No.3 2"&wider 350 200 60 265 275 900,000 NSLB
Y d PLZ ' ,.. 1 'd':. `*,.x -ti''t,.r,2a.0 rs.4 '�'" t,..:. .� ? ty x.: .'k t jk W WWPA
t(0 letdt ..1.. - - II '? it t,: I ii r�. .,,,a,-1 1 ..r.2, - 1, ,ff.i> -
4' J. I N;)
t?L.-....- --• _ :1�l ', .'+,:y- i1 _ ,fr+i?. _ .w. _ _ .t-°;' -i -- --a _it-L -" l &?'. jL MIA'_.
1 BEECH-BIRCH-HICKORY ---
•
Select Structural 1450 850 100 715 1200 1,700,000
f• No.1 2"-4"thick 1050 600 100 715 950 1,600,000
No.2 1000 600 100 715 750 1,500,000
No.3 2&wider 575 350 100 715 425 1,300,000 NELMA
,xW.4e* _'':4 Ks -iW 775ts.1 1 �0 i )4;.�s.-��/IfC��,i'� _ 00 �' . f7,�15�r`� �� .� :� °°�
ARIA.yry i 41(la' ' L;_ '4 s 4 `', ItiV, ,t�11 iYil�
r f �L- -__-,.�,- ---- _G''•i,ult.,,_ . _��°.. IL_ #',: -Ii_,syi10 -- '_ ..it _ g"" ._ i L �'o°19___a
I COTTONWOOD _ ----
Select Structural 875 525 65 320 775 1,200,000
No.1 2"-4"thick 625 375 65 320 625 1,200,000
No.2 625 350 65. 320 475 1,100,000
No.3 2"&wider 350 200 65 320 275 1,000,000 NSLB
xfSl id 21`AI W-It . -1 `B g25"..3f r `'.65 t w' "320.a r' ..0.076151 100';i 00 r,"�'.
ri- il!..air]l+ It W.W.I.,�d. 1, 4,. -'s.'r 1, ';�' 'r'., - 4.et+ I
j'� 1 �� `N t i�1�1 a(,t�
i.
19
• . TABLE 4A-BASE DESIGN VALUES FOR VISUALLY GRADED DIMENSION LUMBER _',
. (All species except Southern Pine-see Table 4B)
(Tabulated design values are for normal load duration and dry service conditions.
See NDS 2.3 for a comprehensive description of design value adjustment factors.)
USE WITH TABLE 4A ADJUSTMENT FACTORS
Design values in pounds per square inch(psi)
Tension Shear e Com rssion Compression Modulus
Compression P ;
parallel parallel perpendicular parallel of Grading
Species and Size Bending to grain to grain to grain to grain Elasticity Rules
commercial grade classification Fb Ft Fy Fcl Fc E Agency
DOUGLAS FIR-LARCH
Select Structural 1450 1000 95 625 1700 1,900,000
No.1 &Btr 2"-4"thick 1150 775 95 625 1500 1,800,000
No.1 1000 675 95 625 1450 1,700,000
No.2 2"&wider 875 575 95 625 1300 1,600,000 WCLIB
No.3 500 325 95 625 750 1,400,000 WWPA
Stud:_; .44,,
y` s a>; _-. ;>a•-' -'''75 ;•'7'F", `:450-:r?a: #-4.- .--,-:s •,625 ` 5 ..825 7 1;40b;OD0 s,
e W,, ct rI ;` s 2".4111ick''::; 4 10 ,Pg ;,.5;..:65 "''x �- F="
�.�.�..,�'��}..rrx4, +rs �,. _:ram: 0.,4,. �.��`?- 0�'�;��:;'G�i`�.t�i�5.x..��r�:t t�625�''a•y,n:"y1,B00;a�;i •_.,�,500,rQ00iY'^
�t�^wc ta.,,..h'.` Fr4 ?.f:i >':s'`,?,fs` - s a:;t..-' Rt-:04' ::=St.: i• �7.;r 5 .i z;7-i c, iri.
ta'�i`,d" .]_�.' �• � �-� �'55U4 �,�,:t-375?1A:;, �;' = 5. '���rit625;�"`;�., 1350 a� _u1`-400000
'yarn •�;�.. �`�%E. ;ks _':j"_',+r. ..-?'r1 S.zt h'���=�.�-�'r`i'.-�?,'1�w�,:..-,,.... ,,�' a_..}-.y,, ��: r.._.- �-'
I I z =c' =1,-;:C'.,' nv.... ,: a' ,4 :t- ',.;,;,-s t":, ` , :4izn_ 752i 'f•1,.' g 1....,r.::�"�'e„1'3 D; DD '•`}�
.�...,,,gam ". � .:. ,...-.-r�_. . 2":"4"livide�,F s�%s3«�275s._�P.:_�.. „s.175,,.:.:_;."t3`.�,95,�_,.. .>»s..�625.....->__...c>. 75.,.....x...�-0 , ..
DOUGLAS FIR-LARCH (NORTH)
Select Structural 2"-4"thick 1300 800 95 625 1900 1,900,000
No.1/No.2 825 500 95 625 1350 1,600,000
No.3 2"&wider 475 300 '95 625 775 1,400,000 NLGA- ,-
Stud'«F"'w:' �', r7.>,r�,},,t"`,'y a��:i-�a,.3 a.sr x75 .a 7: k 6,s 6':6'�$e-�'%x': A??�?.`s�,a;$s�0:.»,.z'�:' 1',4DDr000,��=
t ;i` 2 4 thick 4 : 95'0 i' ; V si ` 95 - y 825' "`, 1"50"w o W t;50tl:001T:';;
ta8darF 1 s:z F 525.. 5 •k.. 9 .�4 t "625 `4_00 r ., 4UQ,040``
At _.,.1-, - :.1.• _.- ,2a,4 wjde� - -� i2561- s>.- 0 1 x .:;:46 '; .y?.625_ _ ...;825;;w >,z 1;300000s; ;
DOUGLAS FIR-SOUTH
Select Structural 1300 875 90 520 1550 1,400,000
No.1 2"-4"thick 900 600 90 520 1400 1,300,000
No.2 825 525 90 520 1300 1,200,000 i
No.3 2"&wider 475 300 90 520 750 1,100,000 WWPA
-ttfd a�° a t c s s .''? 90r u y b20 s fF2 1;+100;�
( s Sud pri , L 2 4 hfcji4. ,,`z 2'55,1 " i30` 20 ''� 55 ..R.90;OD0`:
- t Y ,,,, i.4 �y'K3.�.f9v,,,t t,... 5 �2•� '3, ,•�,L. n v-- b g k •w � y,�o_rT¢'
• „t , . ,t:�., v, . ti <s` ' "-4.,520 1300, a- z 1 1.00,^M Tt.
t-t .r s .t, .. g 9 k'wfde,S-t': t 25 b0 0,. c't at: /l/�0�4.
'dui "�� 'sr T. � 4��k��t'�a�, a��.n T,. � � ���..:1+.. ••P..�3����Q,!Y .�"' +
EASTERN HEMLOCK-TAMARACK c
Select Structural 1250 575 85 555 1200 1,200,000
No.1 2"-4"thick 775 350 85 555 1000 1,100,000
_ No.2 575 275 85 555 825 1,100,000
No.3 - 2"&wider 350 150 85 555 475 900,000 NELMA
- ,- .k-.A:ak-h .t � `9rta ;�^.- °14 ' i: - e� i 74lg000X
G NSLB
- 3 i -1 " r 244h1 : I a,675 `,1 ;: {a lils ' yx, 55' 10 O00000
' ` ' ' r"e-ri4t11".=,F A,,( ;:„.,v{° .,s •- 7.k, 4 7 , oS , S '5 s"'.R : 50s ., 'f ` Oo
AD ,.... ...,, `-. - 4 2°41i tie -,:.4 ii,A1175 :A a :o , ._ .,, 85 .0� _ �655 , ;fir t 60 ,a. t9800.0b;&EASTERN SOFTWOODS
Select Structural 1250 575 70 335 1200 1,200,000
-- No.1 2"-4"thick 775 350 70 335 1000 1,100,000
No.2 - 575 275 70 335 825 1,100,000
No.3 2"&wider 350 150 70 335 475 900,000 NELMA
4--74 .r 4.3 .,ftwe•TMv y # - L' ,t « '. I't,e:~ t :5LL. ,t '' TAA°",52�i 51s1 9 �:4� NSLB
a c�lX hnr ` +2, "36�'Ave 1r`' $ 5t � ,. 0y - p �1050' OOeo�o,6
. t "' ..� !"Y,,"of #} f 2 x1 wide....l ., '.1•.5 1 g4,..7,,,4 7.5r-.`7 4;ao ;ZO ,'a'•° ...�... ,335.1E° 0,+ 555p�0k,,;-_ ° 800;003:�:
EASTERN WHITE PINE
Select Structural 1250 575 70 350 1200 1,200,000
No.1 2"-4"thick 775 350 70 350 1000 1,100,000
No.2 575 275 70 350 825 1,100,000
No.3 2"&wider 350 150 70 350 475 900,000. NELMA
Wa U '* 2, r?vSY4``' ?":4'_.t ' ?lia�f+ :'20D�1 t '' s F '' 7' ` « . '00 0,11% NSLB
ono- 27=4�thic6, 'R ; • 67b ";s".'.w;'-'•(300;*"" � b' a "l'.-4.3 • W`' 1,:,1050;r4 %OD0;000""g
S as.;trt t� • 1 u y`y,, J.r 75 01 #•: :176.'�••4 , 7,0 ?i +93 b''4t { F 65U�;Ysiv�;,?: 9Q0x000};'
II z�i't'hl r.., •1ii'=1;^s;2"4„wlde:wn r-..,.�`3ati7,6 s',w ilig-`16, �' rat??4'•�•.' ag' . t`a50< '..s ,t:,.•�:Ji550.-,-,:-A', ;`^;t800,000.
Select Structural 1400 900 75 405 1500 1,600,000
No.1 &Btr 2"-4"thick 1050 700 75 405 1350 1,500,000
No.1 950 600 75 405 1300 1,500,000
No.2 2"&wider 850 500 75 405 1250 1,300,000 WCLIB
No.3 500 300 75 405 ' 725 1,200,000 WWPA
y*�u3U �,,. �: ,tr In i .:87 c ', hs#r " - ri�? q ,:r.,800 ��i urea;'LQO;
0
MD .r> i 4'" 'x''.' ` 2,4111 ck;6 j T�i3 P75y r x�J'4.576, /, ' ,6".tz'n.$ r ,`a,,44C5 ' { r'#.1,5b0 oaf•�J 300;000}
A. 4p:4p A ' S Q '.3e6.:., 1 -,ao6,�A4119 ;000,�.xLg�lty 5 iv ; •;2"-4r Nlipg ,, X' r 250 s ;f¢o;, a r 6a r gig tWMPPP:43A t 850,i 1,-102 OO9MY¢k`yw'�e:`�,=a:�•..,,, ,is,?:tz,,�._�.,..�:� <:v�-F... : ...<,....,.,:L?'�:Ww�:i.�.Sr�.�.., ;trf� ��i �, �� c.t.�'> �:. !:at:.t:'�Hta.-. ni���..�,�'�'a"-��r w;
20
,. - TABLE 4A—BASE DESIGN VALUES FOR VISUALLY GRADED DIMENSION LUMBER
(All species except Southern Pine—see Table 4B)
(Tabulated design values are for normal load duration and dry service conditions. -
See NDS 2.3 for a comprehensive description of design value adjustment factors.)
USE WITH TABLE 4A ADJUSTMENT FACTORS
'i' •
Design values in pounds per square inch(psi)
Tension Shear Compression Compression Modulus
parallel parallel perpendicular parallel of Grading
•`; Species and Size Bending to grain to grain to grain to grain Elasticity Rules
commercial grade classification Fb Ft F„ Fcl Fc E Agency
EM-FIR(NORTH)
Select Structural 2"-4"thick 1300 775 75 370 1650 1,700,000
No.1/No.2 1000 550 75 370 1450 1,600,000
No.3 2"&wider 575 325 75 370 850 1,400,000 NLGA
.s , -f ,; r•1,- l� 7 °757 4'-1 7-7 y ;;-,,L,, i.c,•I2„�-4 7.s t �' '7 g i , o`er"P J
sSttid ,>' ti4tx'> vk:t,ti. y 5 ?° 5 t:t15' a..., _370 �925i },•"
I!! P :8t
• . , ;°1 s s, tat.,. . 17.5•,#t ,. 6.s 370. _ „.,„:75: ,1y800100 -
IXED MAPLE
` Select Structural 1000 600 100 620 875 1,300,000
No.1 2"-4"thick 725 425 100 620 700 1,200,000
No.2 700 425 100 620 550 1,100,000
No.3 2"&wider 400 250 100 620 325 1,000,000 NELMA
'Stud ,»r , ,, , 74 <� 2tn` I. L` ,:'x' '32S 's l .a10,f/1..K,x r 621,r r .35 ;' ,0d0'•.t 0, -
'G t)st.ti a ,-, -sy e L`"tlil v ,, :.' ,,. 47 i . ,l" , 8g) 725 •'t1'�6,�;
i Staeidartlf '4 741 s-f r ' 2. v. •r .. ,ae 0 0. r F�
Utili .'s _ ,:' t `w . 2 �w• °# 00 . . ,tint .820 0 .90,;OD
MIXED OAK
. Select Structural 1150 675 85 800 1000 1,100,000
No.1 2"-4"thick 825 500 85 800 825 1,000,000
No.2 800 475 85 800 625 900,000
. No.3 2"&wider 475 275 85 800 375 800,000 NELMA
v;4 .:. .., :._. -r.>•,j :;rf>• Jr ''' 75s x-�s 5 r rmt'8' :T41 '7 vv :a" t r -
:&IUd r uy'+"t 5`?.. 'S, y t.c6251s �T t�. s
• ;:C�n§{NCtI0f1 �1 r 4 r '7 2" it ice' r 0 y 24 8 4'• $ t t y 4 i T' +' i.e e tit -
kStan..440., � 4- F tl4Z a•52 3 •.�" ;;" i. • 80' " /'65'`} 800 s s sr
• *Oti1 0<".Vt•:4 '-f ¢'i t2'`ka d6 -+ '1..,� 1' .85:,'•- -.800 ,.::=t k•2 :r.' t/ e i r}
N410 ORTHERN RED OAK
Select Structural 1400 800 110 885 1150 1,400,000
No.1 2"-4"thick 1000 575 110 885 925 1,400,000
No.2 975 575 110 885 725 1,300,000 .
No.3 2"&wider 550 325 110 885 425 1,200,000 NELMA
Stud. dig_ . rk-N'-• t '`� F a'}.�m `s ' -7O; k l,, +1 T • t o t.4.7' »' k`+�'`q_ t
r; �`::# -x ! � �,�� �;�%v=4•?���� '�;.; � d50?�r.?� t. i'10 qt�;5�, x 885fi "vr450-- : I1;200A00'
--Cohstfuctiori" :?a;n " ;' ;'4ith llic4 1T(I0, ;`r _"' pf` ;;:1F1.0;e P, ld ppv ,+ tim., �1,20 00?,
,• �, ° ;rtb�, };?,.•r ih --'" A% �' 'gr - t µ..,�,28 �,.tiw'7 f_
Stan'd'ard��%�'�:�.s:`,-:{�'`��.�,�-t..�,'�°€�= .,��..�`62�v� • ,�05 � 1 '' �' 'F �..,, � it:10040T�
'-.Unlit ,—;..4at`Y,,;; ' :::y" t;,..- 'ii*.vG� :'.: aT ..,...5.;1 eit�. ONE :' `ir r665 -s•,`�,',.:r's:500 ;: :g1,ODl):OOt'-„
1. NORTHERN SPECIES
Select Structural 2"-4"thick 950 450 65 350 1100 1,100,000
No.1/No.2 575 275 65 350 825 1,100,000 •
i No.3 �2"&wider 350 150 65 350 475 1,000,000 NLGA
d{ tl-40.—.:?`' :•s*:%. t"'�‘";., s,:s;<-'.:43; • J'sl�,'x''s' _6 ;,f..ar.0• •k,'%a3•`9-.s:ti.J-V.' 1i3.':a aa�:a'i•. - --• ig41.0
,ttn' ' * ttg-V-VM—t rli-"tb' 'i675 .":: 300r 2,-: s' *65 y*=.E tAr.0 -`'v"..; 105D.. y,i'A1 0¢Q;Q.DD:
sigi.ction t,, ', ,,,,z;5;:� r.,th.,,..a:);,. _7 tom,.;. - w;; k .er-r ;:'t.,k-„.:h s, •'fit''. _. :.`--900'000
z y d.s3vJ.,._ o-y Sin);,.:. --' i w§ '"s'1 � }, Fk. �51 j `A77( s„ t�SD {
Sfanc�ard �yy, �r °� i , 37 t r+'- :rr;�a• l r«�`+'n< °•: �. 3 vii.,u^ i:.•..:,si,.•.t,
-*i5 1g..Glh,.; ^' H Wic f. I•L . 1,,F� �.473...%i5I.11' 'tYir '1.5T, k'ia,��r , < 45s,,-,Avi wi,
. ';:,- F .�; '.��: , t£ 75.�,.; �{'., 65� �_',t~'=• 350+-x., jy; 550w.,�, , .�900,0.00--
,4UBlttY: iJ,'�� 9.';,ns:.a� 2':-4e.SM1!)�B' � .s,:1175°��..:s i'j?*r_,a .t-._ �,.,�- a'r.,..*a�L•. a s�.5
i NORTHERN WHITE CEDAR
Select Structural 775 450 60 370 750 800,000
No.1 2"-4"thick 575 325 60 370 600 700,000
No.2 550 325 60 370 475 700,000
No.3 2"&wider 325 175 60 370 275 600,000 NELMA
7Srd: 'lrrk' :a ,72 1;,_i'it 7,,, ,sr' 'r' .;.,•250^-�`.. :t- .i60 =r`"� :':?'3'fi370,7,� ` ,z;„' 0. ::�k60 000"s^"
n'a5�s:, ::::: ,. Fr.-� `425' ,- ,
ti tit„ c>5�..rts.: <,`-€� .- � rfTr;« "'^ -,te a,-. •
+.x'y, -: ,Vil.4S. 2 i-%4f375 a ,"41;65;F, 7,1 : :370 .;-,z ._:�; 6mif* :E. 70p;QA0-
Goristruction�?>:,•, ��<2""=4"thick-. ;6 5`� f �,,. _ � � �; :��,
.3,,, :.s_'� l- �r.ram" �w<. M.L'i" } '--��{�� a �' r«: r'- s -L f t-tia 7
f p ?,,, .• Wit? r 0!!_;z. : - =t:1l=2 ,44,.tf60�: r:: ...ri.9Z0:^.tea .��:�p475: 4.i '800;010.,
^StancJairl-• .,�°"'�r ;; - `,�.. ;;��;?:,.3�0,z1;-� 4Da=-''w� ,y�,..,�,. z�••,�k,.. as�.;�. ��,... a
�...,_ Tyr n_; ,c�
• ,;-:�..,_,.., .;..�. .. '��.- � � �� ��=,ets�� t- `�325�: •.600,OOO;Y
� Uty,;c{:$,?.�...v_.>:t'?szLrn�4��#_ :�2.-4,w{de�:.. ;.�::�,176„� �,� =,�-140��;f:s .,:�,��•-60�.?,.... ,.:3Z0'.��.<f its' ��_ _.
RED MAPLE
Select Structural 1300 750 105 615 1100 1,700,000
No.1 2"-4"thick 925 550 105 615 900 1,600,000
No.2 900 525 105 615 700 1,500,000
No.3 2"&wider 525 300 105 615 400 1,300,000 NELMA
'Stud- -:', r,77: a t -=,7.00, :,"425,r,, >105 '"`k„i �.+, t„'f `°'`4 d i
��; t � '' ..cs w;st �cP."a`?�.y.^,- �. . sv;_.�L�,'.G�'. �,.,'s .• ,,�y6�5"-�:.�_-.cst..'tc4�'-��'„��� '1';300:00Q5',
_ .^"n - __ 5.�,5'iti.e;'„g:, ..-r t�• '?r, {..'-r w,+n?v. N ; t5
,.�..,�: .r�2„-4"thi` , t< <,1050 u 600. ?�'- :105`•;€-%;.a °�°`. fi15';,'-z.�':_.�r � .i',. '.
ConstFuctibnr `a ,,,�;�, �;r _ ..,�,,. .�,;• _ 92.5�;`=''�: �'=1400�000'
:,l�• l - ,._1,`�na -'N „G. '��7 •-r.:,- ,1�5;`- ��'X.. ':��Fa`i ii ril�,d wS'�i- ^_.a:.�..
_-,:co ,-:4m,r rsc, . : r.t: i6 5"=-°" i, ,,t7 ._ ;,1;300;0
.,., �Stend�rd=';` ..,.;.r"S�'' -- M•s�;•�!� ;,;�=i'5 5`• r.�, 325.�r�. - ,1.g5. ti'i%`�'.•,-�..{..yn ..�`?'- �r. ,>, -r:...,OR
a ::,- +, r''' .a;i:2'i', ;>r.,j.1' ,.-Y 'YA44'- �}.,,,.,�..'�,•,,, �K%4 1:-,, y,1't, --0"% 1,1 •ti 4,^e
s.• b �.. r; �,.f a n:t, a1U5_ ,.,: =fii5 ?}75u yr rs1200�p00
275i, � 150, .{g:=*,r ,,;P,, ,a�,4.r r' x* ts2, . :4-,:i le.._f�<,r.-:!{-,;;-�a';( f,,...._�f ,... ..... h t...-..<_r.. •4F'yy,•y. � .,.....s2�':v.�al.-,✓1 �a -
Y. _ -H. ,.,. a--A:' ;x'"°�jy`(a ":•4 '.f,.v.r:''..�r.<.°.>�+.1:.,y,.�u;�:::"s't"..'�':..is�i;L .'�.,.'-+.'_. .Ln>.-,; `,.a
21
TABLE 4A—BASE DESIGN VALUES FOR VISUALLY GRADED DIMENSION LUMBER
(All species except Southern Pine—see Table 4B) ii
(Tabulated design values are for normal load duration and dry service conditions.
See NDS 2.3 for a comprehensive description of design value adjustment factors.)
USE WITH TABLE 4A ADJUSTMENT FACTORS .
Design values in pounds per square inch(psi)
Tension Shear Compression Compression Modulus
parallel parallel perpendicular parallel of Grading
Species and Size Bending to grain to grain to grain to grain Elasticity Rules
commercial grade classification Fb Ft Fv Fcl F� E Agency e '
1.ED OAK
Select Structural 1150 675 85 820 1000 1,400,000
No.1 2"-4"thick 825 500 85 820 825 1,300,000 i
No.2 800 475 85 820 625 1,200,000
No.3 2"&wider 475 275 85 820 375 1,100,000 NELMA
�S{l1tl ,/(a 4:..� f#"*,4a�� s �`s - 625 Wiz: 375c*" . t�'"'�'.85;:��`-d»>v t�' '820' ''-�75,144..,I bs,�. N rri 1b0 000.a-r.1
1r- `�2_a• id: 'tl• c;tee - ..F . 8-o' '1000.000-i" S
EDWOOD •
Clear Structural 1750 1000 145 650 1850 1,400,000
Select Structural 1350 800 80 650 1500 1,400,000
Select Structural,open grain 1100 625 80 425 1100 1,100,000
No.1 2"-4"thick 975 575 80 650 1200 1,300,000
No.1,open grain 775 450 80 425 900 1,100,000
No.2 2"&wider 925 525 80 650 950 1,200,000
No.2,open grain 725 425 80 425 700 1,000,000 RIS
No.3 525 300 80 650 550 1,100,000
(CN.So.3r,,open grain { 425 250 80i 425 400 900,000
f'V g.t3f . LA t.- tF _ �5- -y i,v r -''� jyGt '1' a..`''`^A '3' :. ". Y1 ,�9; , I, III r
�'l J...L OiY, .•'.-_llll -' '4 r.....(in...+� 1, ,Si,-; M' �'•}'„1:7" �/W-} I. Ig • '�'i=t,���W/�• 4 iTIIh�1=�r�� 'i., t. � ��r +` 5 r� ^� 1 is y-� i T�e�a�„f t, •0 1,1 1
1,U, cia.:,f:. Wd- rt. •ram. t , .. '80t , 2. rt ,e _ :$4,0.$
.PRUCE-PINE-FIR
,Select Structural 2"-4"thick 1250 675 70 425 1400 1,500,000
No.1/No.2 875 425 70 425 1100 1,400,000
No.3 2"&wider 500 250 70 425 625 1,200,000 NLGA
I L Gr . ;4:11:4 x/ „,, " 3.6/5 :ml 0,p "i 0 v:a r¢ 425'. f. + 75 r''7- ;200�60 • o
7ill7s jrouc r ( i y_r. �)Za` {} ?ji �Kycs) iri 1 e�4
3F-1,;.a,.I t �� ti 0. �A 4�]F r , �u' // 0 1/Y
14f + r_`✓�t.`L`'tf,Ar...17),'r , O.li .,r~ il: :'4: .r. i63:, i.. .1i.000 ro
-Select Structural 1300 575 70 335 1200 1,300,000 rj'_.
"' No.1 2"-41hick 850 400 70 335 . 1050 1,200,000
No.2 750 325 70 335 975 1,100,000 NELMA ,.,
No.3 2&wider 425 200 70 335 550 i 1,000,000 NSLB
ro
i � , � �. .? �a;:fi 4 x � A tc'" 5 E•tt^r 6 0 ! WCLIB
41, lt[C7j 1 ', r N.," ,.it'.. gib . s! 12.51 ;14100 t/1 WWPA
ttl•IAT,�p.C.i . ' �}y'x `f t,( ' •¢ r_Y:. i 11 r1,G: ttiti'>) , 1r ,;
..p.a 14'Lu_______. _.: ` �!• d8 I ,- --5 . . -•.K,0 1. , 'ter 1, • :- I r.s i - •i opt ,fr,
WESTERN CEDARS
Select Structural 1000 600 75 425 1000 1,100,000
No.1 2"-4"thick 725 425 . 75 425 825 1,000,000
No.2 700 425 75 425 650 1,000,000
No.3 2"&wider 400 250 75 425 375 900,000 WCLIB -.f•
V. .1 it3s y b,t T. ¢� S.r _ f•, s v Y
Y,Mi'� K��.1:+'R'Eri.+'�AG�i�Y' 4'.F'�dv' 7�`s�' .0}r'AY c'�t y'l. 1 d+ �L Y
.�y� � �r.,. �t - n"",`»v,, s�.• �.s»�. 4 p�ta�b� �.S.r00 Qi10�,;_•i WWPA
i..n, 14r, . , • J 11'6c ;, •'+ A.; 17fw; I �'�+ _1 F •c 1 F
tar "14.'. :• c `L4.`' /,, 4z-� 7fIJ p•'ale'%-9�"'I!
WESTERN WOODS
Select Structural 875 400 70 335 1050 1,200,000
No.1 2"-4"thick 650 300 70 335 925 1,100,000
No.2 650 275 70 335 875 1,000,000
No.3 2"&wider 375 175 70 335 500 900,000 WCLIB
, � k [a i,��xR �r�1y'y,t500a� 2 � :.55.O,-a� b�00� , WWPA
f , ?' l•
if1B � �t
l .
®'
•
22
TABLE 4A—BASE DESIGN VALUES FOR VISUALLY GRADED DIMENSION LUMBER
'' (All species except Southern Pine_see Table 4B) -
(Tabulated design values are for normal load duration and dry service conditions.
See NDS 2.3 for a comprehensive description of design value adjustment factors.)
USE WITH TABLE 4A ADJUSTMENT FACTORS
filli . Design values in pounds per square inch(psi)
Tension Shear Compression Compression Modulus
parallel parallel perpendicular parallel of Grading
Species and Size Bending to grain to grain to grain to grain Elasticity Rules
commercial grade classification Fb FI F„ Fcl Fc E Agency
WHITE OAK '
Select Structural 1200 700 110 800 1100 1,100,000
No.1 2"-4"thick 875 500 110 800 900 1,000,000
No.2 850 500 110 800 700 900,000
No.3[��ii.. ff 2"&wider ��4��7�'(5�� yy (275 11'yy0�yy 800 t 41070;y 800,000 NELMA
f' 1'y[-,i�+ MAYe"_ ..JLa-w �1L_'41 fia •IL t x l .lr - -a. .it.�-.-, ,C 'It •_ P,P ,t__j . i,I�I�v lel i
WillVL. -- rL_ . .i 14_ ' ,F.e '; - —'i . . .:.Lr, . "- ',I 5I;, *
YELLOW POPLAR '
c Select Structural 1000 575 75 420 900 1,500,000
No.1 2"-4"thick 725 425 75 420 725 1,400,000
No.2 700. 400 75 420 575 1,300,000
No.3 2"&wider 400 225 75 , 420 325 1,200,000 NSLB
fu.t:c ,._ ".. _
1 .' , . ^, 11 " _1[. - i�1 -'4I's PlI JL.: �: : L ,I 41 ',IL i�!S J
6 Cn 4�
rkli:Qas11 t �.;y,-t 1 i ' r 1 y '7.,r : .:I,I)9'i I1'
Vyir h't ,, t, r,;; :1,, .11:, 'I,i;;�;I:I
i
:') ` 4. ; ', t r .t'✓,'f:mo! t
� _..� ._
1
TABLE 4A-FOOTNOTES
1. LUMBER DIMENSIONS. Tabulated design values are applicable to lumber that will be used under dry conditions such
® as in most covered structures. For 2"to 4"thick lumber the DRY dressed sizes shall be used(see Table 1A)regardless of the
moisture content at the time of manufacture or use. In calculating design values,the natural gain in strength and stiffness that
occurs as lumber dries has been taken into consideration as well as the reduction in size that occurs when unseasoned lumber
shrinks. The gain in load carrying capacity due to increased strength and stiffness resulting from drying more than offsets
the design effect of size reductions due to shrinkage.
2. STRESS-RATED BOARDS. Stress-rated boards of nominal 1",11/4"and 1� "thickness,2"and wider,of most species,
are permitted the design values shown for Select Structural,No.1 &Btr,No.1,No.2,No.3,Stud,Construction,Standard,
Utility,Clear Heart Structural and Clear Structural grades as shown in the 2"to 4"thick categories herein,when graded in
accordance with the stress-rated board provisions in the applicable grading rules. Information on stress-rated board grades
applicable to the various species is available from the respective grading rules agencies. Information on additional design
values may also be available from the respective grading agencies.
41) .
23