HomeMy WebLinkAboutSOLR-19-2366 •
�r} City of Arcadia, CA „T? Permit Na SOLR-19-2366
s�' - Development Services Department v'y r--� y� t- Permit Type:Solar
240 West Huntington Drive,Post Office Box 60021 II@
r -
14:4411(117.1.
,. Arcadia,CA 91066-6021 f? 1_1+� work Clossifi'cation Solar-Residential
i"r-I' (626)574-5416 Permitstatus•Issued
ARCADIA issue oate:,11/25/20191 Expiration: 05/23/2020
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
168 E LAS FLORES AVE Arcadia,CA 91006-4635 5789016009
Contacts
PETER LIAO Owner PACIFIC STONEGATE INC dba:SOLAR Contractor
168 LAS FLORES AVE VAST
• ' " " 8727 LANYARD CT,RANCHO CUCAMONGA,CA 91730
(909)377-5477 965340
Description:ROOF MOUNTED SOLAR SYSTEM 26 PANELS,NEW Valuation: $ 0.00 Tenant
LOAD CENTER
Total Sq Feet: 0.00 Plan Check 4 Plan 4
Fees Amount Payments Amount Paid
Building Plan Check Fee Residential $50.00 Total Fees $324.72
Distribution Panel $16.48 Cash/Receipt q REC-03171-19 $324.72
Electrical Permit Issuance Fee $47.01
Fire Plan Check Fee Residential $50.00 Amount Due: $0.00
Inverters $77.78
Panels $82.45
Solid Waste Management Fee 2 $1.00 B
f�`e® �
II.� b
itl
Total: ugev�
$324.72 � �eBr L
i.zetz-/ / CALLS FOR INSPECTIONS
q/'1V
r4,1> t Request for inspection by telephone at 626-574-5450. Leave a message
/Y 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.
November 25, 2019
Issued By: Date
November 25,2019 Page 1 of 1
�.IFOLY(,�
. k PERMIT/PLAN REVIEW APPLICATION
•�, .lig
Development Services Department,240 West Huntington Drive, Post Office Box 60021
'em= 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. ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Class C ID 4ense No. 9 34 D Fop. Date 31
26/20 compensation, as provided for by Section 3700 of the Labor Code, for the
Signature of Contractor Woo di
performance of the work for which this permit is issued.
OWNER-BUILDER DECLARATION Eg.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.Mypwolrkers'compensation insurance carrier and policy numbers are:
Code.Any city or county which requires a permit to construct,alter,improve, Carrier &dworkers'
i Y'ed7 �
demolish,or repair any structure,prior to its issuance,also required the applicant 5�-/f I PCP)t7 Zs/
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number N
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 '4 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 tothe-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 �/C
sale(Section 7044,Business and Professions Code:The Contractors License Date \t" � 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.
0 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:
I. 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.
r
Name l� A\wn> o Title ff'(Yt'lid- CoorrtifYAoc
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-mentionednproperty for inspection purposes.
Signature k v`Y "'v`�'~ W Date
Owner: Peter Liao
DESIGN DATA Address: 168 East Las Flores Avenue Arcadia CA 91006
1. CODE: 2016 CALIFORNIA BUILDING CODE ASCE 7-10
2. MATERIAL STRENGTH
CONCRETE: Fe' = 2,500 PSI @ 28 DAYS
CONCRETE REBAR: ASTM A615 GRADE 40 Fy = 40,000 PSI
STEEL: (AISC 360) 13 EDITION
STRUCTURAL SHAPES: ASTM A36 Fy = 36 KSI
TUBING: STM A500 GRADE B Fy = 46 KSI
PIPE: ASTM A53 TYPE E GRADE B Fy = 35 KSI
WOOD: DOUGLAS FIR-LARCH ( 19% MAX. M.C. )
JOIST & RAFTER #2 GRADE Fb = 875 PSI Fv = 95 PSI E = 1.6 x 1,000,000
BEAM & HEADER (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI E = 1.7 x 1,000,000
(6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI E = 1.7 x 1,000,000
POST (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI E = 1.6 x 1,000,000
(6X) #1 GRADE Fb = 1,000 PSI Fv = 85 PSI E = 1.7 x 1,000,000
STUD #2 GRADE Fb = 675 PSI Fv = 95 PSI E = 1.4 x 1,000,000
SELECT STRUCTURAL,(6x, LARGE) Fb = 1,450PSI Fv = 95 PSI E = 1.9 x 1,000,000
MASONRY: CONCRETE BLOCK ASTM C90 Fm = 1500 PSI
NO INSPECTION REQUIRED
3. SOIL REPORT: -
f's= 1,500 PSF/ OR SEE SOILS REPORT
4. LATERAL ANALYSIS:
A. SEISMIC LOAD
V=CSW SEE ATTACHED.
B. WIND LOAD (SIMPLIFIED PROCEDURE)
(130 mph) EXP "C"
ULTIMATE
4.00RIL €4„,_
rift v%
9 ' '
SrA
ri ' ' .
Material Weights
Weight Of Materials -Roof and Rigid Insulation Approximate Weights of
Floor Requirements Temlock (1"thick) 1.2 psf Trus Joist Products /
Refer to local building code for live load Cork 0.7 psf TJI 35X Joist Series 2.8 to 4.0 lbs./L.F. `
Gold bond 1.5 psf TJI 55 Joist Series 4.5 tD 6.3 lbs./L.F.
design requirements. Styrofoam 0.2 psf --
Foamglass 0.8 psf TJL,TAX Truss 3.75 to 4.25 lbs./L.F.
Rigid fiberglas 1.5 psf TJW 4.5 to 5.25 lbs./L.F.
Composition Roofing TJ/60 Truss 4.75 to 5.75 ibs.IL.F.
2-15 lb.and 1-90 lb. 1.7 psf TJM Truss 8 to 9 lbs./L.F. •
3-15 and 1-90 lb. 2.2 psf Roll or Batt Insulation TJH Truss 10 to 12 Ibs.IL.F.
3-ply and gravel 5.6 psf Rock wool (1"thick)0.2 psf
4-ply and gravel 6.0 psf Glass wool . (1"thick) 0.1 psf
5-ply and gravel 6:5 psf ALPOL (1!'thick)0.1 psf Fir Framing Members
IRMA(Insulated Roof Nominal Joist Spacing
Membrane Assembly)2" 13.0 psf Size 12" 16" 24"
Single-ply roofs (Insulation not included) 2x4 1.4 psf 1.1 psf 0.7 psf
Ballasted system 13.0 psf Floors 2x6 2.2 psf 1.7 psf 1.1 psi
Mechanically fastened 2.0 psf .
Hardwood(Nominal 1") 4.0 psf 2x8 2.9 psf 2.2 psf 1.5 psi
Fully adhered 2.0 psf Concrete(1"thick): 2x10 3.7 psf 2.8 psf t9 psf
Regular 12.0 psf 2x12 4.4 psf 3.3 psf 2.2 psf
Lightweight 6.0' to 10.0 psf 3x6 2.4 pit
• Linoleum or soft tile 1.5 psf
Fir Sheathing • i 34"ceramic or quarry tile 10.0 psf 4x6 5.0 plf
(Based on 36 pcf) GYP-CRETE(9a") 6.5 psf 4x8 6.8 plf
fie"plywood 1.1 psf 4x10 8.6 plf
h"plywood 1.5 psf 4x12 10.4 plf
%"plywood 1.8 psf .
9i"plywood 2.3 psf Ceilings •
j
1W'plywood 3.4 psf Acoustical fiber tile 1.0 psf ._
1"sheathing 2.3 psf Yz"gypsum.board 2.2 psf Weight of Sprinkler Systems
2"decking 4.3 psf Schedule 40,SW.Pipe Schedule 10,Thin Wall
9e"gypsum board 2.8 psf SPipex Dry 019 Wel pin Dry(09 Wet WO
3"decking 7.0 psf Plaster(1"thick) 8.0 psf
4"decking 9.3 sf 1„
t.7 2.1
P Metal suspension system
(including tile) 1.8 psf VA2.3 3.0
Wood suspension system 1'h^ 2.7 3.6
Miscellaneous Decking Materials (including tile) 2.5 psf 2" 3.7 5.2 2.7 3.8
Poured gypsum (1"thick) 6.5 psf 2'h" 5.B 7.9 3.5 5.9
Vermiculite concrete (1"thick) 2.6 psf •
Corrugated galvanized steel . SW' 9.2 13.5 5.0 112
16 ga. 2.9 psf 4" 10.9 16.4 5.6 14.5
20 ga. 1.8•psf5" 14.8 23.5 7.8 20.0
22 ga. 1.5 psf 6" 19.2 31.7 9.3 26.2
24 ga. 1.3 psf
Asphalt shingles 2.5 psf 8" 2e.6 50.8 16.9 40.1
Wood shingles 2.0 psf 10 40.5 74.6
Clay tile 9.0 to 14.0 psf
Note:When accumulating total dead load we strongly urge you to use a minimum of 1.5 psi for .
'miscellaneous'with all dead loads.
• •
LI
0 TRUS JOIST CORPORATION
.a division of Ti International
P.O.Box 60 Boise, Idaho 83707 208/375-4450
•
BWU Consultants, Inc.
1168 N. San Gabriel Blvd., #N
Rosemead, CA. 91770
Tel: (626) 288-0708
Email: twengrs1168@gmail.com
Date:
(2016 CALIFORNIA BUILDING CODE)
EXIST'G ROOF LOAD'G (AS BUILT) SOLAR PANEL
D.L. SIZE:
TILE ROOF'G 9.0 psf 18.0 SQ.FT.
1/2" PLYWD SHT'G 1.5
2x10 @ 16 O.C. 2.8
RAFTER
MISC 0.7 WEIGHT:
D.L. = 14.0 psf WT = 2.9#/SQ.FT.
L.L. = 20.0 psf (USE 3.0 #/SQ.FT.)
T.L. = 37.0 psf
L: 20'-0" MAX SPAN
W: . (14+3+20) x 16/12 = 49.3 plf
M: 2466.5 pf . Sreq: 21.37 in3
R: 493.3 lb Areq: 6.23 in2
2x10 RAFTER CAN CARRY SOLAR PANELSl 4„
SECTION 3403.3 s 141
or
26 x 3 x 18 = 14041b �� , eN;(
(ROOF DL 14) x 4008 = 56112 lb
1404 / 56112 = • 2.5%
•
WIND LOAD
PER (CBC SECTION 1609)
130 MPH, EXP "C"
6.5.15, Design Wind Load on Others Structures
F= qzG Cf At (6-27)
qz= .00256 Kr'Kzt Ka V2 I (6-15)
Ht.z at the centroid of area Af= 10 ft Exp= c
Exposure coefficient Kr= 0.85 . 6.5.6.6,1-64 for MWFR
Topography factor Kzt= 1.00 6.5.7.2
Table
Directionality factor Ka = 0.85 6-4
Wind Speed V= 130 mph
Table
Importance factor 1„ = 1.00 6-1
qz= 31.26 psf
Gust.Effect factor G= 0.85 6.5.8
Force coeff Cr= 1.31 Figure 6-21 through 6-23
Design wind pressure, FIAT = 34.81 psf
tcsKIML spa
cro-1142 wet
4
•
3 3
BWU Consultants, Inc. s ri(
1168 N. San Gabriel Blvd., #N r•V Q
Rosemead, CA. 91770 4* `e c'it\>`e
Tel: (626) 288-0708 6-14 �Lob •r
Email: twengrs1168@gmail.com
Date:
LATERAL (2016 CALIFORNIA BUILDING CODE)
WIND EXP "C", WIND SPEED: 130 mph (C.B.0 SECTION 1609)
UPLIFT / WITHDRAWAL FORCE FOR SOLAR PANEL
STANDOFF / FAST JACK Vup= 34.81 Ib/sq.ft
NO. SOLAR SUPPORTS OF TILE UNIT FORCE PER
PANELS UPLIFT FORCE HOOK/STANDOFF (5/16"o) LAG SCREW
11 11 x 34.81 x 18 = 6892.38 lb 22 313.3 lb/lag screw
15 15 x 34.81 x 18 = 9398.7 lb 32 293.7 lb/lag screw
SEISMIC PER C.B.0 SECTION 3403.4
1404 lb / 56112 lb = 2.5% < 10.0% OK
O.K. USE 5/161'0 X 3 1/2" LONG STAINLESS STEEL LAG SCREW WITH MIN. 2 1/2"
EMBED TO EXIST'G ROOF MEMBER..CAN RESIST WIND UPLIFT FORCE.
Vail = 274 x 2.5
= 6851b > 313.31b OK
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ` 77
•
Table 12.2A Lag Screw Reference Withdrawal Design Values,WI
nts Tabulated withdrawal design values(W)are in pounds per inch of thread penetration into side grain of wood member.
5 Length of thread penetration in main member shall not include the length of the tapered tip(see 12.2.1.1).
be Specific
Ice Gravity, - Lag Screw Diameter,D
G2 1/4" 5/16" 3/8" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4"
'0- .
on 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327
'tc- . 0.71 381 450 516 579 640 757 868 974 1077 1176 1273
1. 0.68 357 422 484 543 600 709 813 913 1009 1103 1193
0.67 349 413 473 531 587 694 796 893 987 1078.. 1167
0.58 . 281 332 381 428 473 559 641 719 795 869 940
0.55 260 307 352 395 ' 437 516 592 664 734 802 868
— 0.51 232 274 314 353 . 390 461 528 593 656 716 775
w 0.50 225 . 266 305 . 342 378. •• 447_ -513 576 636; 695 ' •'-752'
r_ i 0.49 218 258 296 332 367 434 498 559 617 674 730
le 0.47 205 242 278 312 345 408 467 525 580 634 686
), 0.46 199 235 269 302 334 395 453 508 562 613 664
n 0.44 186 220 252 283 312 369 423 475 525 574 621
0.43 179 212 243 273 302 357 409 459 508 554 600
0.42 173 205 235 264 291 344. 395 443 490 535 579
0.41 167 198 226 254 281 332 38.1 428 473 516 559 a
) 0.40 161 190 218 245 271 320 367 412 455 497 538 G
`l 0.39 `t 155 183 210 236 261 308 353 397 438 479 518 m
0.38 149 176 202 227 251 296 340 381 422 461 498 :.I
t 0.37 143. 169 194 218 241 285 326 367 405 443 479 v
0.36 137 163 186 209 231 273 313 352 389 425 460 m
0.35 132 156 179 200 222 262 . 300 337 373 407 441 y
0.31 110 130 149 167 185 218 250 281 311 339 367 m
1. Tabulated withdrawal design values,W,for lag screw connections shall be multiplied by all applicable adjustment factors(see Table 11.3.1). 2
2. Specific gravity,G,shall be determined in accordance with Table 12.3.3k r17
u)
12.2.3.4 For calculation of the fastener reference
12.2.3.2 For calculation of the fastener reference withdrawal design value in pounds, the unit reference
withdrawal design value in pounds, the unit reference withdrawal design value in lbs/in. of ring shank pene-
withdrawal design value in lbs/in. of fastener penetra- tration from 12.2.3.3 shall be multiplied by the length
titin from 12.2.3.1 shall be multiplied by the length of of ring shank penetration,pt,into the wood member.
1, fastener penetration,pt,into the wood member. 12.2.3.5 Nails and spikes shall not be loaded in
1 12.2.3.3 The reference withdrawal design value, in withdrawal from end grain of wood(Ceg=0.0).
lbs/in. of penetration,for a single post-frame ring shank • 12.2.3.6 Nails,and spikesshall not be loaded in
• nail driven in the side grain of the main member, with withdrawal from end-grain of laminations in cross-
the nail axis perpendicular to the wood fibers, shall be laminated timber(Ce0.0).
determined from Table 12.2D or Equation 12:24,with-
in the range of specific gravities and nail diameters giv-
en in Table 12.2D.Reference withdrawal design values, 12.2.4 Drift Bolts and Drift Pins
j t W, shall be multiplied by all applicable adjustment fae-
tors (see Table 11.3.1) to obtain adjusted withdrawal Reference withdrawal design values, W, for con-
1 design values,WP. nections using drift bolt and drift pin connections shall
W = 1800 G2 D (12.24) be determined in accordance with 11.1.1.3.
i
IAMERICAN WOOD COUNCIL
. L ®IFORp,' 86,
4
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,tm17f
.
AFFIDAVIT SELF-CERTIFICATION
FOR COMPLIANCE OF SMOKE ALARMS
AND CARBON MONOXIDE ALARMS
Property Address: /S'Y Z 44s 7Zale6-< Ale, .ec J 4 •
Permit Number: ,pL,e.-(q - 1366
Brief Job Description: .2O6f Aintkarep 301A-12. SYSTig-l.
Number of smoke alarms installed:
Number of carbon monoxide alarms installed: 2-
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
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. htto://osfm.fire.ca.qov/licensinglistings/licenselistinq bml searchcotest.Dho
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) 7>1-2-�i a /a-0// at Arcadia, California.
Owner's Name (printed/typed): 7G/ . Z( Al)
Signature of Owner: cz
2
This affidavit must be returned to the City of Arcadia inspector prior to final inspection
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Garage
FIRST FLOOR PLAN
t= SMOKE ALARM I = CARBON MONOXIDE ALARM
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Bath.
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Dining Room Kitchen 30
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Ball 0
Closet
— - 1 Closet Closet
Family Room
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SECOND FLOOR PLAN
O.SMOKE ALARM 11 o CARSON MONOXIDE ALARM