HomeMy WebLinkAboutSOLR-21-1056 rj '' City of Arcadia, CA � Permit No.SOLR 21 1056
Development Services Department `} r
^� 'Permit Type Solar
fYo 240 West Huntington Drive,Post Office Box 60021 ii1 (j {y t~
t Arcadia,CA 91066-6021 c orl4 Classrficatio`n Solar-Residential'Over 10'KV,,
(626)574-5416
,., Permittatus Issued,
ISsue'Date 06/11/202 . 1 Expiration: 06/13/2022
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
1407 S SIXTH AVE Arcadia,CA 91006-4317 5780009020
v n . .. , . v.. "I, V MAMAam
Contacts
NANCY LOPEZ Owner SOLAR OPTIMUM INC* Contractor
1407 6TH 501 W Glenoaks BLVD#555,Glendale,CA 91202
(818)804-3122 972228
-, =, ,....wYs.•e...F'A .AVt+MI. 35.a+ Tf.IMIm4.•''%v^.'II A'uV.4: a., ,.o1"-_ Cs..
14
Description:ROOF MOUNTED SOLAR SYSTEM ON FRONT UNIT Valuation: $ 0.00 Tenant
24 MODULES/MICROINVERTER AND COMBINER BOX
Total Sq Feet: 0.00 Plan Check# Plan#
..a.Ar.
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $100.00 Total Fees $324.72
Distribution Panel $16.48 Cash/Receipt#REC-07890-21 $324.72
Electrical Permit Issuance Fee $47.01
Inverters $77.78
Amount Due: $0.00
Panels $82.45
Solid Waste Management Fee 2 $1.00
Total: $324.72
1
4/`7` I CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
flJAL
requesting the address,timeframe and what inspection item is needed.
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.
0 COMPLETED
qsJune 11, 2021
Issued By:Jeff Wang Date
June 11,2021 Page 1 of 1
G~4 oFF Rk,4,
7 PERMIT/PLAN REVIEW APPLICATION
.„..��
FEBB
Development Services Department,240 West Huntington Drive,Post Office Box 60021
°m...ft, o°e Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
Arcadia
LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions Code,and my license is in full force and effect. // El have and will maintain a certificate of consent to self-insure for workers'
License Class License No.q/i:7�1VS` Exp. Date T `O' '2 ''' compensation, as provided for by Section 3700 of the Labor Code, for the
Signature of Contractor .. 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 ,e)!7 ``�/E'
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 0 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 forthwith comply with those provisions.
compensation,will do the work,and the structure is not intended or offered for -
sale(Section 7044,Business and Professions Code:The Contractors License Datee sn. �� 1 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
attomey'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.
ame /jere) S Title
PRINT NAME
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.
ignature ' 1 Date f�/9 . /A
-a F'
n
o . ,ii,ey
.AFFID;VIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND Cl.i BON MONOXIDE ALARMS
Property Address: \Lk lfl`S, 1P-A �
Permit Number: Boil- 2( — t t
Brief Job Description: , D F i UJTtL SD1AR. .,.
Number of smoke alarms installed: 4
Number of carbon monoxide alarms installed: 1
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 131 13.7.
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
dwelling, including basements as required by Section R315 of the of the 2016 California
Residential 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/licenselisting .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 re ing is true and correct, and that this
declaration was executed on (Date) - ii 1 (")--1a'‘ at Arcadia, California.
Owner's Name (printed/typed) t/cPpAil_
Signature of Owner: C"-r‘
.
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
KE ALAB ��1�C RI3Q1aa I CI 01 A L®C 'TBO
r--
Guest Room _ y
® Bath400: -,
u •
® 1 storage
C
(--- "1
Family. Room —
1 Garage
FIRST FLOOR PLAN
• SMOKE ALARM I =.:CARBON MONOXIDE ALARM
, Bath -
Master Bedroom
Dining Room Kitchen
Bath
Closet
lot lOtt
v J
_
Family Room
pEcO ® FLOOR•PLAN
o SMOKE ALAR ' II a C L\.e BON MONOXIDE ALARM
•
SHEET INDEX CONTRACTOR
RESIDENTIAL SOLAR PHOTOVOLTAIC SYSTEM PV1 PLOT PLAN&SIGNED IAYOUTINITYMAP Solaro timum Inc.
PV-2 ROOF PLAN 8 MODULES P
1407 S. 6TH AVENUE, ARCADIA, CA 91006, USA PV-3 STRING LAYOUT Address:
PV-4 ATTACHMENT DETAIL
PV-4.1 BUILDING ELEVATION 614 W Colorado St.,
PV-5 ELECTRICAL LINE DIAGRAM Glendale,CA 91204
24 MODULES-ROOF MOUNTED - 8.88 kW DC, 8.23 kW CEC AC PV- WIRING CALCULATIONS PV-77 PLACARDS Phone Number:
PV-8 MICRO INVERTER CHART Tel:81 B 804-3122
PV-9+ EQUIPMENT SPECIFICATIONS
Lic#:972228,Class C-10
SCOPE OF WORK AHJ:LOS ANGELES CO.
PV PRODUCTION WILL PRODUCE-129.06%OF LAST YEARS TOTAL
GOAL:10,594 kWh ANNUAL CONSUMPTION. -..-: <=
GOVERNING CODES
PV PRODUCTION:13,673 kWh —ai ` SR
MODULES:(24)PANASONIC-EVERVOLT WBS EVPV370 MODULES X DATE I 2020 COUNTY OF LOS ANGELES PLUMBING CODE k'
INVERTER:(24)ENPHASE IQ7PLUS-72-2-US (240V)
RACKING:UNIRAC SOLAR MOUNT 2020 COUNTY OF LOS ANGELES MECHANICAL CODE
2020 COUNTY OF LOS ANGELES RESIDENTIAL CODES----- i _jilt
ATTACHMENT:UNIRAC L-FOOT ATTACHMENT 2020 COUNTY OF LOS ANGELES GREEN BUILDING SOLAR
PANEL:(E)200A MAIN PANEL,(E)200A MAIN BREAKER(BOTTOM FED) 2019 CALIFORNIA BUILDING CODE
:(E)200A SUB PANEL — (E)FENCE 2019 CALIFORNIA ELECTRICAL CODE
(E)PATIO — STANDARDS CODE 2020 COUNTY OF LOS ANGELES OPTIMUM
285.56' es, PROPERTY LINE EXISTING BUILDING CODE
—
—o o—moo —o— — — — Signature with seal
• 1 O
NZ
APT-5780-009.021
m LOT-57
23 TRACT-808 S
z :�.Tr ._.. .Rredhury W Q
6 I y —I PROJECT SITE ^ O
�Arcadla`' Duarte - '/1
/ dens'_ 1• \.��___—_. ua Costco WI 11 LLJ v,
0- o J 1 i (n - '"j.�--' 1407btb-Ave,Arcadie, Z N
CA 91006,USA ' i i
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CNi
rn i ( - Mayflower , `, > Li I O
1 t MI
- • Village \Sarila,Ft \ O
--J I I LLI, = Temple City North El, ; ----- RecAre z < a) O
6 1-STORY EXISTING DRIVEWAY I ID Mont,.J - ��� _ D L T 1
HOUSE t < Q y
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:- - z H U ti
4 I Z 2 VICINITY MAP Q
`t1 \\\ rn PV-1 SCALE:NTS V J
\I I • N. ❑Q z
Z o o a I — ----- 'I z V
71 32'-9' I Ct
—t y r- -_..-._-_ -.I AJ P,,41
I ROOF ACCESS POINT - Q
w NOTES t I ARRAY LOCATION sK LLJ
• PLAN SHALL COMPLY WITH LAFD FPB , '[� I CDo. REQUIREMENT NO.96 FOR MODULE '}I"
--'"— — — — — LAYOUT AND FIRE SETBACK • DESCRIPTION DATE REV
(E)GATE(TYP.) — 286.55' PROPERTY LINE ALL ELECTRICAL WORK SHALL BE --
DESIGNED PER 2020 LOS ANGELES _ •
(E)MAIN SERVICE PANEL, — — ROOF#01 - COUNTY ELECTRICAL CODE,2019 DP—'
200A RATED,240V (24)PANASONIC EverVolt WBS CALIFORNIA ELECTRICAL CODE,AND
EVPV370 370W MODULES 2017 NATIONAL ELECTRICAL CODE. " SHEET NAME
• "110.2 APPROVAL:ALL ELECTRICAL rA' y' a, 1 . PLOT PLAN&
EQUIPMENT SHALL BE LABELED, `----" VICINITY MAP
LISTED,OR CERTIFIED BY A - - - - DATE DRAWN 06-09-2021
NATIONALLY RECOGNIZED TESTING _ _, __ �'`�-_ ' ` _ _ - DRAWN BY DIN
LABORATORY ACCREDITED BY THE MOUSE PHOTO 1 I 3 PLOT PLAN &VICINITY MAP UNITED STATES OCCUPATIONAL SHEET NUMBER
P--1 SCALE:1°=20'-0" SAFETY HEALTH ADMINISTRATION. PV 1 SCALE:NTS PV-1
•
SOLAR
OPTIMUM
STRUCTURAL
CALCULATIONS
for
SOLAR ELECTRIC SYSTEM FOR
LOPEZ RESIDENCE
AT
1407 S. 6TH AVENUE, ARCADIA, CA 91006
�p? 0FESS/0e4,
���o�sUR
C69263
*, Exp.06/30/22 �
)' O C IV IV-0 `�`�\�
Solar Optimum, Inc., 614 W. Colorado St., Glendale, CA 91204
Tel: (818)745-1475
1.
PAGE:•
PROJECT: LOPEZ RES DESIGN BE:
JOOBB NO..EN : I DATE: REVIEW BY:
Wind Anal is f•r Low-rise Buildin• Ba ed •n AS E 7-16 I IBC 2018 I CBC 2019
INPUT DATA C
Exposure category(B,C or D) I = 1.00 Category II V = 110 mph
Importance factor,pg 77,(0.87,1.0 or 1.15)
Basic wind speed(IBC Tab 1609.3.1V35) he = 1$ ft 1 Flat
Topographic factor(Sec.6.5.7.2,pg 26&45) lc = L
L
Building height to eave25 ft
Building height to ridge hr =
Building length L = 207 ft
B = 72 ft
Building width A = 11 ft2
Effective area of components
DESIGN SUMMARY = 63.82 kips
Max horizontal force normal to building length,L,facekips
Max horizontal force normal to building length,B,face = 28.00= 1489.45
ki
ki
ft-kips
Max total horizontal torsional load = 289.45 ki.s
Max total u•ward force
ANALYSIS
Velocity pressure qh=0.00256 Kh lc Kd Vs I = 24.01 psf
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= 0.91
8
Kd=wind directionality factor.(Tab.6-4,for building,page 80) = 0.21.50 ft
5
h=mean roof height <60 ft,[Satisfactory]
<Min(L,B),[Satisfactory]
Design pressures for MWFRS
p=qh[(G Cpr)-(G CPI)] _ 10 psf(Sec.6.1.4.1 &6.1.4.2)
where: p=pressure in appropriate zone.(Eq.6-18,page 28). Pmin-
G CPr=product of gust effect factor and external pressure coefficient,see table below.(Fig.6-10,page 53&54)
G Ce,=product of gust effect factor and internal pressure coefficient.(Fig.6-5,Enclosed Building,page 47)
0.18 or -0.18 7.20 ft
a=width of edge strips,Fig 6-10,note 9,page 54, MAX[MIN(0.1B,0.4h),0.04B,3] =
Net Pressures(psf),Torsional Load Cases
Net Pressures ,Basic Load Cases Roof angle 0 = 11.00
R000ff an•le 8 = 11.00 Roof an•le 8 = 0.00 Surface Net Pressure with
Surface
Net Pressure with Net Pressure with
G CPr IIMMIESEI G CPr (-GC.I) G CP r (+GCP;) (GCP;)
1T 0.45 1.63 3.79
1 0.45 6.53 15.18 0.40 5.28 13.93
2 -0.69 -20.89 -12.25 -0.69 -20.89 -12.25 3T -0.41 -5.22 2T -0.69 -5.22 -3.06- .06
3 -0.41 -14.26 -5.62 -0.37 -13.21 -4.56 3T _0. -3.16 -1.00
4 -0.35 -12.63 -3.99 -0.29 -11.29 -2.64 Roof ankle 8 = 0.00
1 E 0.69 12.15 20.80 0.61 10.33 18.97 Surface Net Pressure with
2E -1.07 -30.02 -21.37 -1.07 -30.02 -21.37 G Co P;) (GCP;)
3E -0.59 -18.59 -9.94 -0.53 -17.05 -8.40 1T 0.40 (+GC GCGC
4E -0.51 -16.67 -8.02 -0.43 -14.65 -6.00 2T 0.40 3.06
1.3222 3.48
.06
5 -0.45 -15.13 -6.48 -0.45 -15.13 -6.48 3T -0.37 -5.22 -
6 -0.45 -15.13 -6.48 -0.45 -15.13 -6.48 4T -0.29 -2.82 -0.66
3 2E 2 3T
2T
3E } 2 }2 2 3 ZONE 2/3 BOUNDARY 3E 3 3T 2T 3E 6
2 2 4T i�
2E }E 6 a\�aT F o;;•!/a a, _--r..__.:.
a�� �B a - (aota"Zh�nn. `
aE _-��� aE .,Tt�:TUIR \C,\\t� IT
0.
1 g �%► 7E 5 ! IE
REFERENCE CORNER b 5 % REFERENCE CORNER WIND DIRECTION
IE REFERENCE CORNER
0
REFERENCE CORNER WIND DIRECTION
a II,WIND DIRECTION WIND DIRECTION
Transverse Direction Longitudinal Direction
Transverse Direction Longitudinal Direction Torsional Load Cases
Basic Load Cases
I
i
. . ....._ _ . . . .....__•. .. ... . -
1.- .. 1-.),.. .-'•,;;;.....:.,:;.,;•:::ril,,'--,4., ....,3"-,K.:•,,,,,,,:n...,...,--”. ..,,,,,,-. „?...5...?•-.7•,..,!.r-,..,IM'e,"',--'-'•",1,7"h.nt:Sf..t.•1,..:1.,::,:.,..',vv....V..!•'•:-•.-X-e•-•,..r.;5,f;..,-.,.=.:0'.72,:::.,--7-j1.- -. ' - :-I.-'
:z-..!..4,4,4:,.,.,-.-•..1,e..z.k.!-:.. :4":.7fv-'1';74'.:':-..,•-•=,:-:•.•:-. -3:-•`:',,...3im,!•ir---4111"--:-4,47•7,•:7"•:'-fcR:1!:•,ii-.-:-T.4-11•4;..n,--.-•-t.---Ast:1,--wv47...4A1r-,e-qc,-:•-AT,,z7.-,--',•-p.zAns:.,....7,-.. . . r,
'.1.ii';..IT-iiiii:',':•26f4:,cipi4E151?..i.-*44-.,.-;,_ii".•!.F,Wiii:i4.*::'..31,e1A1g*.eittigiiitifAilitegg.,43-3-'4;s•c.Af.11Fg0f4N.--4,Ys;•,•., . ,s
-M-Z7....,.'r..-XfPir.r , . . ....?-.._.. .. '--,--:',Z*7:74'1?".- ---'5'"-4.4.:;;T:--=;:,.71:." ..1
...-!:tr.P.V.IA:'F2'.:-;','V4-7.5•-';7';.',';' ,'.'nfl$'.-- -` -':.-•f:;-.:Ii'-.-F=-..'....'ir'.'•*.-•71:r4Skg:Tgi!- .4*';i*,--..?"'57411Nl'egICr!R-F3.-'nt'-}:"':.;'714(W':-Cr471-1.1:: :'17!. ' .*:
. . ,_.,.•a:!:".
/ /-2,-2_3
Table 9.2A Lag Screw Withdrawal Design Values (W)' f:i't i
,V.i.,
":- ,1_•i.•,,.0-3-17...--:41 si:.•--...---'m. -.,
Tabulated withdrawal design values(W)are in pounds per inch of thread penetration into side gain
Length of thread penetration in main member shall not include the length of the tapered tip(See AP -"1-tf"r*I-cl';:W4 Le=f1:-.'•'---`.;:!-
I:le i 14.-.kiF,-WkYii,a' I E--':‘......„'=".•_
--•-
,-,...,3,-„,,....,... ::..,4,1-4-re.,.
Specific ' ,:---4,,, .4..::-'f,0: A5,?..3?,!--tt,I1 .--2
,---'-'7,44,5-„,,I=•=,,,,t_ •!'-. .YW74-,.--..7‘,11
Gravity Lag Screw Unthreaded Shank Diameter,D2 , I:,',Y1,-..-,-,-..!4ric;-:,.1f•ift, ..i.tt:r2„..----5-Ter..-A
i.4-:L` l'il.trF..§.17r5s.
G 1/4" 5/16" 3/8" 7/16" 1/2" 5/8" .3/4" 7/8" T"-
0.55 260 307 ' 352 395 437 516 592 664 p ,,----;---„xo-,,..,-.:.,-:-.A,A• .
....,..,.... . , .. . ... - ••• • . ••,-,,, _ , i-7-1;,.....e.,,,--.-- -f?-:".i..p...-4;•:,,,,.:- ..F..... .. -...1
•;,:.;;;;--%-a.,...t150'.1...::- ._.!22.V);;_:...•266,:;:!... 30 ....• 4 342. :. 37C :'...447 .513:'........570.,: ;-,t,a-,.. ;-.t.5e:.- ttz.‘ti,wr-f -'6,,• -c-,' .
,_,..„--,...M.,:p... -,•,-;i2Vm.cik'''''•;-. ..._,,
0.45 192 227 260 292 323 382 438 492 543
V.;...0.:4.01.. , fti-F:.'.Y,':.1.§.V:'7-.:.2le.:-..4..'.'24 '' ':"..'2ne?.1,,.qf32o...,, '"167-2• :i' 414.,:,..'•pr,n,:,... .?-1..MTVE"4":-.-*Ww.'--
,..
0.35 132 156 179 200 222 262 300 337 373.f„ :f..:*-1-„.:k•R:,•6,,:„•,,,,siz.7.41.. 1
' Tabulated withdrawal design values(W)for lag screw connections shall be multiplied by all applicable adjustment factors(see Attsgil-4 .,-,-;:z ---,74,/pA4r,k7gior-v.
Table 73.1).
2 Interpolation is permitted. --;4114tAit-1*-13:R4tiP:::F*1-531#17..1-
.
-...?;•:",: .-.,-,....,..:.,,,,,r,--&-....,,g7,--..,-,--- 7:-.1-'
•
.=•':-4:-atoinit-,y3t,,,.-y•34-4;f:,..-. 9tve-,-F4,---,...,,
,..1..z:- -1,...g.s.,; -::74,gt:Litatqi::::-M r..
` --•-:_w4-as$1,413-;,-2,1::,,,„&o.A.•0:;.:,,
. , .... .,. ___...,,,,N,Isic.4-1,-av•:-.4,--,-4
Table 9.3A Lag Screw Design Values (2)for Single Shear(two member)Cojihee
z,tr.-,.,:v A
- rtz
.A.,-':,'--
.- ."-----4--=-tme.tlig,TTO •O;
with both members of identical species •.;,Vt-,,'-',;11--iffa.7--,.,i2TA---ig. -
Side Lag °'-'4'24.7--, 4,.W.-..-- -f`!7 -;-t '.4.•4 '.
-;',`-"-P---ZA:3.--J---etgsategitg-1,54.p:4.,,. •‹...-i-f.1-
Member Screw 'q;-i--__,-,*14I.;-1,,
Thickness Diameter G4.55 G=0.50 G=0.45 G .410 •-•J.--.1-'...,,,xy---,,..i..--c-.-.1,44.',.AFEze.--r-py
-.:. ---....--..k , !4.v.7,-M1.-4
:•;;LP iLf:FAZ.7-- -4,:iMilkl€F,..Z.„-41.,,,,tfi--,=„4----4.,...4-.-4;-,i,..
•...7 .:-.:...a.m!'"-'.7-:-. .-gtei•efe..z.4-P''
'-''.t-••- ---'4$144.M•4;*.--47*,- ,t D Zu Z,. Z,,,. Z, Zu Z., Z.,. 2, Zu Z., Z., Z, Zu Z. ,„ Z. -Z.I.:•;,...F2_,.-1;4.-;,-,-iW__.-44.::0
inches inches lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs lbs. lbs. Ihs,.::_l.--tiki,fs-ri. , ti-•;....,3ft..4.1.-sc i
1/4 230 180 180 170 220 170 170 160 210 . 160 160 150 200 150 150 140 q9--,--tarc.:1-,.
iui.iii-Fga-3.w.-40,-,-a„TIP-037.gf.F.Fignkg3:-.tg,w.Rw.20fligo,':g220g04.0?:::.:7:::it0mo.... ..:,:wcatjalE..,-,_,1041,14.4-W.--4,....:„A
3/8 420 300 300 280 400 270 290 250 380 240 270 220 360 210 250
r p16ir-33figE73g1re40-64, 411:714-07. 16'7, 80:;.72,9-6'-r5b0 E;.'.2.:0"Cr-r-'15(fil''-2 60 ''460 ':- 20 .4:21:7•:'''•-g•Ix-4,74:17W4.-1,:.. •I' 651.1i:1414 :
1%2 710 420 500 380 660 380 460 340 610 340 420 310 550 310 380 280. •-•.-:.;513t-:"'d-871T-ti.--":14,L-21..451:--i4.-,:ifi't.„.11' r"m-''.•,."ts '
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1' Tabulated lateral design values(Z)for lag screw connections shall be multiplied by all applicable adjustment factors(ANSI/AF8cP •,...„.„,ej-w..,.... ..„-rie.....4.4,,,-4.T:zi....4:4
2 Tabulated lateral design values(Z)are for"full diameter"lag screws(see Reference 6)inserted in side grain with lag screw axis PerPrzter, , :i..and with the following lag screw bending yield strengths(F,,b):Fyl,=70,000 psi for D=1/4",Fo=60,000 psi for D=5/16",
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