HomeMy WebLinkAboutSOLR-20-2057 ,.•.� City of Arcadia, CA Permit NO. SOLR-20-2057
Development Services Department Permit Type:Solar
240 West Huntington Drive,Post Office Box 60021
Arcadia,CA 91066-6021 Work Classification:Solar-Residential
(626)574-5416 Permit Status:Issued
ARCADIA Issue Date: 12/08/2020 f Expiration: 12/08/2021
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
1023 ASDER LN Arcadia,CA 91006-2202 5770026018
Contacts
HUANG,JEFFREY C CO TR HUANG AND Owner SOLAR OPTIMUM INC* Contractor
CHIN FAMILY TRUST 501 W Glenoaks BLVD#555,Glendale,CA 91202
1023 Asder AVE,Arcadia,CA (818)804-3122 972228
Description:ROOF MOUNT PV SYSTEM, 19 MODULES/MICRO Valuation: $0.00 Tenant
INVERTERS
Total Sq Feet: 0.00 Plan Check if Plan#
1
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $100.00 Total Fees $308.24
Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-06257-20 $308.24
Inverters $77.78
Panels $82.45 Amount Due: $0.00
Solid Waste Management Fee 2 $1.00
Total: $308.24
Ae-z --7,714(//,,e(fecec
CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
requesting the address,timeframe and what inspection item is needed.
/, .e%*c ,-. 5/74_ ce/•741 1 coVed
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
rZ
COMPLETED
December 08, 2020
Issued By: Date
December 08,2020 Page 1 of 1
.
`r61FO1 l4 ,
•1 , I PERMIT/PLAN REVIEW APPLICATION , -
Development Services Department,240 West Huntington Drive, Post Office Box 60021
-,..„,..,0° Arcadia, CA 91066-6021, (626) 574-5416,Fax (626)447-9173
City of
Arcadia
LENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
(40
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full force and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class C—I d
Signature of Contractor sse No. i Exp.•
Date 4//30/7compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
OWNER-BUILDER DECLARATION ❑ I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit
License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number
provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt there from and the basis for the alleged exemption. Any violation of ❑ I certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
❑I, as owner of the property, or my employees with wages as their sole orthwith comply with those provisions.
compensation,will do the work,and the structure is not intended or offered for J
sale(Section 7044,Business and Professions Code:The Contractors License gate /2/ �1�GZ�Signature
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own'
employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attorney's fees.
❑I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. "!
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos. Please contact AQMD at(909)396-2000 for
��further information.
f Name l��c, yr kCr -i,,i <" Title
PRINT NAME
I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above-mentioned property for inspection purposes.
Signature Date .
2
/ /0SyZ0727
/,4/,_.,- c 9 j,
ogget
�altp o(N
AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDE ALARMS
Property Address: f 0Z. 3 A 5 DC/2 ( 4 '( f A a C.A 0/' , CA 7(do
Permit Number:
Brief Job Description:
Number of smoke alarms installed: '
Number of carbon monoxide alarms installed: L.
When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created,
Smoke alarms shall be installed in each sleeping room, and outside each separate
sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the
dwelling, including basements and habitable attics as required by Section R314 of the 2016
California Residential Code (CRC) and California Health and Safety Code Section 13113.7.
For dwellings or sleeping units containing fuel burning appliances or having attached
garages, carbon monoxide alarms shall be installed outside each separate sleeping
area in the immediate vicinity of the bedrooms, and on each additional story of the
1 dwelling, including basements as required by Section R315 of the of the 2016 California
Resicential Code (CRC).
Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used.
All alarms shall comply with requirements for listing and approval by the Office of the State Fire
Marshal. http://osfm.fire.ca.qov/licensinglistings/licenselistinq bml searchcotest.php
As owner of the above referenced property, I hereby certify that the smoke alarms and carbon
monoxide alarms have been installed in accordance with the manufacturer's instructions and in
compliance with the code sections referenced above.
I declare under penalty of perjury that the foregoing is true and correct, and that this
declaration was executed on (Date) �4nru1 Ax 2-i?-I at Arcadia, California.
Owner's Name (printed/typed): �f=! 2rr. k(./A,N �
Signature of Owner: C .(1 • .0 ----
L i
LI
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
SMOKE ALARM AND CARBON MONOXIDE ALARM LOCATIONS
—
461 )0 — .)-------
Guest Room c Bathroom
U Storage
i
0 ,,,,„. ..v.--
i
(-71
Family Room
Garage
•
FIRST FLOOR PLAN
tk = SMOKE ALARM PI = CARBON MONOXIDE ALARM
LI 1:6— Mstr
. I Bath
Master Bedroom
Dining Room Kitchen 3
— Bath
O ( 4
' Closet
Hall ( '
t Closet
`,-- Closet
Family Room
C; (
Bedroom Bedroom
SECOND FLOOR PLAN
0=SMOKE ALARM II = CARBON MONOXIDE ALARM
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A
SOLAR
OPTIMUM
STRUCTURAL
CALCULATIONS
for 1;$ dffi.(u C?.,
rA,Y O„l `, ,, -,
sy X0/04��/r !4
T/,f, c//� .i/ ” '.,,
SOLAR ELECTRIC SYS ,, " , ''FOR • �'
HUANG RES
AT
1023 ASDER LANE, ARCADIA, CA 91006
eO QROF EsRz,v4e
(04-'' ''' '''''i
C69263 z
J, Exp.06/30/22 Q
TF CIV 1. e-
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147414.
Solar Optimum, Inc., 614 W. Colorado St., Glendale, CA 91204
Tel: (818)745-1475
, a
1
PROJECT: HUANG RES PAGE:
CLIENT: DESIGN BY:
JOB NO. : DATE. REVIEW BY
Wind Analysis for Low-rise Building,Based on ASCE 7-16/IBC 2018/CBC 2019
INPUT DATA
Exposure category(B,C or 0) C •
Importance factor,pg 77,(0.87,1.0 or 1.15) I = 1.00 Category II
Basic wind speed(IBC Tab 1609.3.1V ) V = 110 mph
Topographic factor(Sec.6.5.7.2,pg 26 8 45) KSI = 1 Flat r .,
Building height to eave he = 18 ft
Building height to ridge hr = 28.5 ft I. I.Building length L = 73 ft B
Building width B = 52 ft
Effective area of components A = 11 ft2
DESIGN SUMMARY
Max horizontal force normal to building length,L,face = 39.01 kips
Max horizontal force normal to building length,B,face = 17.02 kips
Max total horizontal torsional load = 323.20 ft-kips
Max total upward force = 53.65 kips
ANALYSIS
Velocity pressure
1 qh=0.00256 Kh Ka Kd V2 I = 24.38 psf
II where: qh=velocity pressure at mean roof height,h.(Eq.6-15,page 27)
Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.6-3.Case 1,pg 79) = 0.93
Kd=wind directionality factor.(Tab.6-4,for building,page 80) = 0.85
h=mean roof height = 23.25 ft
<60 ft,[Satisfactory]
<Min(L,B),[Satisfactory]
Design pressures for MWFRS
p=qh[(G Cpf)-(G Cp,)]
where: p=pressure in appropriate zone.(Eq.6-18,page 28). p,,0= 10 psf(Sec.6.1.4.1&6.1.4.2)
G Cpl=product of gust effect factor and external pressure coefficient,see table below.(Fig.6-10,page 53&54)
G Cp,=product of gust effect factor and internal pressure coefficient.(Fig.6-5,Enclosed Building,page 47)
= 0.18 or -0.18
a=width of edge strips,Fig 6-10,note 9,page 54, MAX[MIN(0.1B,0.4h),0.048,3] = 4.00 ft
Net Pressures(psf),Basic Load Cases Net Pressures(psf),Torsional Load Cases
__ Roof angle(1 = 27.70 Roof angle 0 = 0.00 Roof angle u = 27.70
Surface Net Pressure with Net Pressure with Surface Net Pressure with
G Cp l (+GCp,) (-GCp,) G Cp r (+GC �) (-GCp,) G Cp 1
p (+GCpi) (-GCp,)
1 0.55 9.10 17.87 0.40 5.36 14.14 1T 0.55 2.27 4.47
2 0.00 -4.32 4.46 -0.69 -21.21 -12.43 2T 0.00 -1.08 1.12
3 -0.44 -15.15 -6.38 -0.37 -13.41 -4.63 3T -0.44 -3.79 -1.59
4 -0.38 -13.75 -4.97 -0.29 -11.46 -2.68 4T -0.38 -3.44 -1.24
1E 0.72 13.05 21.83 0.61 10.48 19.26 Roof angle 0 = 0.00
2E -0.04 -5.32 3.46 -1.07 -30.48 -21.70 Surface Net Pressure with
3E -0.57 -18.21 -9.43 -0.53 -17.31 -8.53 G Cpl (+GCp,) (-GCp,)
4E -0.52 -16.99 -8.21 -0.43 -14.87 -6.10 1T 0.40 1.34 3.54
5 -0.45 -15.36 -6.58 -0.45 -15.36 -6.58 2T -0.69 -5.30 -3.11
6 -0.45 -15.36 -6.58 -0.45 -15.36 -6.58 3T -0.37 -3.35 -1.16
4T -0.29 -2.86 -0.67
SE 3
26 2 3 26 2 3 2 20NE 2/3 BOUNDARY SE Sr 3 2E 2 31
SE 3 27 SE 21
ate` / 6 a \i�6 a__al 26 2 6 a DIT ..6.---.6
`� -~Y�i DIE .,.,vn r
4E-_� \\\ � is 4E, .x,,,,116• \ 'LW _� ,\\\ 101
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5 � 1 `' air I 5 IE �. 5 41" IE
REFERENCE CORNER 0 REFERENCE CORNER / REFERENCE CORNER / REFERENCE CORNER /
WIND 07REC110N ° ' WIND°RECT10N �NIND DIRECTION ° WINO DIRECTION
Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction
Basic Load Cases Torsional Load Cases
HUANG RES
023 ASDER LANE.
ARCADIA, CA 91006
LOAD CRITERIA
WEIGHT OF MODULE 42.95 LB SOLAR
MODULE LENGTH 5.47 FT OPTIMUM
MODULE WIDTH 3.25 FT
MODULE AREA 17.78 FTA2
UNIT WT OF MODULE 2.42 PSF
AVG RACKING WT 0.3 PSF
TOTAL AVG WT (MODULE+RACKING) 2.72 PSF
NO OF MODULE 19
CONNECTION POINT TRIB LENGTH 6 FT
CONNECTION POINT TRIB WIDTH 2.75 FT
CONN POINT TRIB. AREA 16.5 FTA2
LOAD PER CONN PT LOAD 45 LB
ROOF SLOPE 23.00 DEGREE
SLIING FORCE 17.51 LB LOAD*SIN(ROOF SLOPE )
LOAD ON EXISTING ROOF
1) ROOFING b.UU PSF
2) 5/8" PLYWOOD 1.8 PSF
4) INSULATION 5 PSF
5) MISC 15 PSF
TOTAL DL 10.80 PSF
ROOF AREA 3796.00 SF
TOTAL ROOF WT 41.00 KIP
WALL WT 3.00 KIP
TOTAL BUILDING DL 44.00 KIP
EACH MODULE AREA 17.78
TOTAL AREA OF MODULE 337.77 SF
TOTAL MODULE WT 0.93 KIP
ADDITIONAL DL ADDED TO EXISTING BUILDING 2.11 %
LATERAL LOAD ANALYSIS COMMENTS
SINCE TOTAL ADDED DL TO THE BUILDING IS LESS THAN 10%, PER CBC 2010 EXISTING LATERAL
RESISTING ELEMENTS WILL NOT BE AFFECTED
VERTICAL LOAD ANALYSIS COMMENTS
PER CBC SECTION 1607.9.1.1 EXCEPTION 2, THE ROOF LL CAN BE PERMITTED TO BE
RATIONALLY REDUCED TO 10 PSF AT THE AREA OCCUPIED BY THE SOLAR MODULES
THEREFORE. DESIGN LOAD BY ADDING SOLAR MODULE OF 2.75 PSF IS LESS THAN WITHOUT
MODULES AND HENCE EXISTING FRAMING WILL THEREFORE BE OK.
HUANG RES
023 ASDER LANE,
ARCADIA, CA 91006
CONNECTION DESIGN
SOLAR
OPTIMUM
(VELOCITY PRESSURE, qh [- 'I Th; IPSF (SEE WIND LOAD CALC)
A) LATERAL FORCE Fh FOR ROOFTOP STRUCTURES (FOR ONE CONN POINT)
(ONE SCREW PER CONN POINT)
HORIZONTAL WIND FORCE, Fh = qh * Gcr*Af ASCE 7-10, Eq. 29.5-2
WIDTH OF BUILDING, B 52 FT
MEAN HEIGHT OF BLDG, H 23.25 FT
CONNECTION POINT TRIB LENGTH, I 6 FT
CONNECTION POINT PROJECTED HEIGHT 1.07 FT [2.75' SIN(ROOF SLOPE)]
VERTICAL PROJECTED AREA, Af 6.45 FTA2
Gcr 1.9 IF(B*H*0.1>Af,1.9) ASCE 7-10, Eq. 29.5-2
WIND LATERAL FORCE, Fh 298.59 LB
SLIDING FORCE 17.51
DESIGN LATERAL FORCE 316.09
B) VERTICAL FORCE Fv FOR ROOFTOP STRUCTURES ( (FOR ONE CONN POINT)
VERTICAL WIND FORCE, Fv= qh * Gcr *Ar ASCE 7-10, Eq. 29.5-3
WIDTH OF BUILDING, B 52 FT
LENGTH OF BLDG, L 73 FT
CONNECTION POINT TRIB LENGTH, I 6 FT
CONNECTION POINT TRIB WIDTH, w 2.53 FT [2.75' COS(ROOF SLOPE)]
HORIZONTAL PROJECTED AREA, Ar 15.19 FTA2
Gcr 1.5 IF(B*L*0.1>Ar,1.5) ASCE 7-10, Eq. 29.5-2
WIND VERTICAL FORCE, Fv 555.46 LB
DESIGN WITHDRAWL FORCE 555.46
HUANG RES
023 ASDER LANE,
ARCADIA, CA 91006
CONNECTION DESIGN
SOLAR
OPTIMUM
DESIGN LATERAL FORCE 316.095
USE LAG SCREW 5/16" INCH
CAPACITY PER ONE SCREW, Z11 320 LB (NDS 2018 REFERENCE DESIGN VALUE,SEE ATTACHED)
DESIGN CAPACITY, Z11 425.6 LB
DESIGN IS GOOD
DESIGN WITHDRAWL FORCE 555.455
USE LAG SCREW 5/16" INCH
WITHDRAWL CAPACITY 227 LB (NDS 2018 REFERENCE DESIGN VALUE,SEE ATTACHED)
DESIGN WITHDRAWL CAPACITY 1056.69 LB
DESIGN IS GOOD
'COMBINED WIND SHEAR/UPLIFT 0.28 0.552 0.83 < 1.0 DESIGN IS GOOD)
(UPLIFT) (SHEAR)
USE 5/16" DIA X 3 1/2" LAG SCREW PER CONNECTION POINT
,-;V r:usCo•V ,..s '•w.:.;:t.-i:.,..•;:.:u�o... rte- .. .�. .. ,•.,e-•<•..:.•t.:-h,:t,.:�..w.1•.+..Y
7S:•.,.. gr' sa,�; '' ,�.:?••�.tM�ti•,�.-..T;l'I`?-a:.'w^.?:,'��.'S'�=:"'"•• '=,'t�',.� .�r;�a7-�a>�• t ^,y* } ." t;�'
47.4 2 :ti ids c '• G •12w.,, s
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or . ----
1--2.7_, ::` :_ t ,K-
Table 9.2A Lag Screw Withdrawal Design Values (W)1 :: y"
Tabulated withdrawal designvalues :,4' - • `7 rt `
(W)are in ds of thread ''. _
�� Po per inchpenetration into aids grain o>f "•' = K`�";••'_.;
Length of thread peneiration in main member s t:11 not include the length of the tapered•tip(see: i
,t:t m„ar "'.0r,.1.....::,
Specific _ -•'.1. . 11- tom.
Gravity Lag Screw Unthreaded Shank Diameter,D= •ri:�i. .ae, .,�: <,N €
G 1/4N 5/16" � x r -,•s-N, : r3 ,,
=:3 -k
3/8" 7/16" 112" 5/8" 3/4" 7/8" •1,r ��fig* � ''fi:�;- • �s ::
0.55 260 307 ' 352 395 437 516 -'14:114.974,74'r!"v% } '' -
... .4 z07; 592 664 g -y
„,-, ,a1.=0,$5'1`: : ....:-.' 2..s...,.. , 305,.. 34Z. . 378•. . ' 447 523 . 57 �� >.ii. .;
227 260 292 .,. s3 >�- ' �,;::�Li .� s
192323 r 382 438 492 543 , x' t t 5" a
� ' aM t
�, -:r: i;4ei :':.;,.:�,..t: tt. 1A0l •. ZIB''•' .'245 27I`z` . 32(!•:•. :.- ' Aziz ` " ;=:
36T" '' a24t`.• .
0.35 132 156 179 200 222 262 300 337 373 ,�Vii*x� 4 t'.
' Tabulated withdrawal designvaluesfor lagscrew
Table 7.3.1). (W) connections shall be multiplied by all applicable adjustment factors(see ANS]};;a. ti��4=y .�;�1_x .°
giV
2 Interpolation is permitted. -•t' ' 12,1444tILI t
Table 9.3A Lag Screw Design Values (Z)for Single Shear(two member)Conn•c';-;<. •{ * --
• ti
with members of identicalr�' `'
species v:�rY•;.� �] �q: •4�+ > Y
Side Lag r '
Member Screw '1/4.4t,3• I ---,kip,,,,,, r ,;
Thickness Diameter G=.55 (3=0.50 0=0.45 :I :X •,-T "; r -,"� s.
C1�0.40 '�r�.lYf"�''�.• ��•
-.. 3= 1
D Z Z Z Z Z11 Z Z Z Z Z Z Z Z Z Z =Z': ` er> W'"t7L a-_ __
S I� LL 1 1 u int 1 t .1 "1 1 Q u sl 1:xl -fi��'-n � k 1 t
Inches Inches lbs. lbs. lbs. lbs. lbs. lbs• lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs s .,+:_i--4-7.. �. -
1/4 230 I80 180 170 220 170 170 160 210 ' 160 160_ 150 200 150 150 140 I9 +� • f -- t.4
/ '"`r . 23 ,320 °130td„3= x;220'3 ti '- ' - c a _ �-� y s,i, }
,�K� � µ��� _..� :...�,sa2A�..:, . :•:f.ldl' 2'20'X190 -u29D•'`•:18 '7'�tAYk ��: � , r .:
3/8 420 300 300 280 400 270 290 . 250 3801;240�270V;220 360 210 250 190: 5,�e t ��,` �„
7/16 5711 e39[!;'H,400_'',3-3b 1.590:-. 3'380'1::29(5'-:5ODj��'7-' a`,35() 2 260:` t ''4 a r^ li Y.
1-112it-t-540:.':'
1/2 710 420 500 380 660 n 380 460 340 610 340 420 310 550 310 380 280 X59+ ^ _, 5
�5/�.,, $0 'S7U rS t1,7gir� b�r1f 4,.,.47,.�, >5�1,��40E7570Q„42( 7:. 'sc 81f ;I2(i >l 't Fe, -'. << ..K
3/4 1320 660 880 660 1240 590 820 590 1160 500 750 500 1080 420 680 420::,$t) 4 " x fi-'`•g,,,..r"
Y7/& ,1 ,u3ZQ •1lI.,. ?4'.:162 :06:;z1tY44',*63,0',1520( 540_ 96O Y� 14,P4'.4604-Pig .,z "'7, -.- �``,.. ,.
1 2170 770 1370 770 2060 680 1290 680 1890 570 1180 570 1690 480 1090 480. 1r46t '�at ,-_ '- ' {
,• - -'-25 ;81'C.: •,}�1r i.t x2360 ,71b: 5601...:71,6.2130.. 61:.J440`''�616' L900'.::• lkie _- , `. '�4°Ir-_`^ , --"I 'ee �i'G `
1-1/4 2880 860 2000 860 2630 750 1860 750 2370 640 1720 640 2110 540 1590 540 r `;2 `
230 180 180 170 220 170 170 160 210 160 160 150 200 150 150 140 051 "' 'F "�..,t rte'"it t
Fkill.4.-r °.:2tSfi'?� 5.0:7 30r-;.3207:440.....•- ti 2'21 y ''' ��. '- .�,4a.i< *x 5 � r''
4: �• )107-216-7.: 10.....'.2i,2 _290'> 200��D.O �
3/8 420 300 300T 280 400. 290 290 260 380 270 270 240 360 250 250 220 ;340 to "T, � �r
;•?/16;;,'.'570'', ,4011 :400-:'.370`'.550'•-.380 .'-380: 340 '•52131.:-.350•,.,..350 : 310'.•490? 330'�33fr . i t * " ,E; S g `1/2 750 520 520 x460 710 480 480 430 680_ 440 450 400 640 390 420 350 •'600-4i aR 4:14.p.- i '
2-in 518: • Ii70 :700 ,780•': 630. 120 630;;• 7307;;560 1060 ;560',.`680 500 ••I000 i 51b','63Uy}U z: t r
3/4 1680 870 1090 770 1570 800 1020 700 1440 720 950 630 1320 650 860 560 .-P3fr ' 1. .
•7/821U0'.f.1084 '1400:41.-940 :'1950- 1000. 1280. 86(1 1810' 900:-.1170-•780 1660 . 770• I05fl •.710' - ,+
', 1cA' .. r ...
1 2560 1280 1660 1140 2390 1130 1530 1050 2220 950 1390 950 2050 800 1260 800 1860`_ii, -1.,
1-IB:,. 3080;.1350'.1950 1350••2880; 1180 1800 1'180-2690 1010'•1650 1010 2490• 840-•[490 , D':"'A � '�;;, ,,,-,-
1-1/4 3650 1440 2270 1440 3430 1250 2100 1250 3210 1060 1920 1060 2990 910 1760 910 .27..1". - +: -,e ^E��.'
I 'Mutated lateral design values(Z)for lag screw connections shall be multiplied byall applicable adjustment factors ANSI/AFBc'A- [., "1= '" 1 'T
= Tabulated lateral design values(Z)are for"full diameter"lagscrews(see Reference 6)inserted in sidegrain with lagscrew axis �T =�' " el - '
and with the folscrew bending yield strengths Pte°- 7 j5::,lam= '�..
lowing lag nding (F,,):Fry=70,000 psi for 0=1/4",Fry=60,000 psi for D=5/16",F,� ''• _, '
• .:J�' nc 1 +4r • '
Ng
<..: ,�. q• ' ::4.0
.�- t,
>:T Ll• - fir.--•
AMERICAN WOOD COUNCIL u'' ' '