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Home My WebLink AboutSOLR-19-0746 4x a444,) City of Arcadia, CA ` �1�� "; Permit,NO SOLR 19-0746 Development Services Department (� ` � - Permit Type:Solar :. . 240 West Huntington Drive,Post Office Box 60021 s,.-.-Work Classification Solar Residential' _ es Arcadia,CA 91066-6021 fk'if uu I (626)574-5416 - -` - . 7 ,, Permit 5fdtus::Issued ARCADIAIssuejD,ate:05/29/2019. Expiration: 11/25/2019 Addr NO. Dir Prefix Street Name Street Suffix 'Unit City,State,Zip Parcel Number 1662 Rodeo RD Arcadia,CA 5766022001 Contacts CLARE FRANK Owner FORTIFIED ENERGY SYSTEMS* Contractor 1662 RODEO RD 26100 NEWPORT RD Al2-128,SUN CITY,CA 92586 (626)355-9745 (661)309-5016 655852 DeSOLAR EDGE ROOF MOUNTED SAND R SYSTE2O PANELS 1 $ Valuation: .�, $ 0.00 Tenant— Y� SOLAR EDGE.NEW SUBPANEL AND BATTERY STORAGE IN GARAGE. : Total Sq Feet: 0.00 Plan Check# Plan# H Fees Amount Payments Amount Paid Battery Storage Device $53.00 Total Fees $377.72 Building Plan Check Fee Residential $50.00 Cash/Receipt#REC-01346-19 $377.72 Distribution Panel $16.48 Amount Due: $0.00 Electrical Permit Issuance Fee $47.01 Fire Plan Check Fee Residential $50.00 Inverters $77.78 �Oip�EtE Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $377.72 CALLS FOR INSPECTIONS S�_ /� �`n/ ^ Request for inspection by telephone at 626-574-5450. Leave a message '7� 0J'� /GGr )��J requesting the address,timeframe and what inspection item is needed. 4�N 6(l_ 7.2- •I I/ VVV 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. g..1(2 May 29, 2019 Issued By: Date May 29,2019 Page 1 of 1 PERMIT/PLAN REVIEW APPLICATION & c41*. Development Services Department,240 West Huntington Drive, Post Office Box 60021 ,, y' 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 ffprce_and effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class C—t r License No. h SS IJi_Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor a 64-y' OWNER-BUILDER DECLARATIO/N ❑ 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 Policy Number for such permit to file a signed statement that he or she is licensed pursuant to the 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 I certify that in the performance of the work for which this permit is issued,I shall exempt there from and the basis for the alleged exemption. Any violation of 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 Date 57 // (f' 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: 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. � kame e ✓I /p �' 1 e Trtle r _ PRINT NAME I certify that I have read this application and state that the above information is cor ect 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 buildin construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. / s / 1Signature 11)C11. are r/ 5- � R B • C • D • E • F • G • H SIERRA MADRE BLVD GENERAL NOTES CAL-FIRE ROOF ACCESS POINT PER CRC 2016SEC.R324.7.1 TYP 1. FIEDVERPY ALL MEASUREMENTS --- -1 — 2. ITEMS BELOW MAY NOT BE ON IRIS PAGE ®FDRMEDRERgYi SYSTEMS II 3Ti-3$I SUB PANEL —_____ — PROPERIYMNE • METEPMPIN \ CONDUIT CONTRACTOR INVERTER AC DISCONNECT FORTFEDENERGY SYSTEMS IC Y / PHONE: (6611309.5018 -- ADDRESS 26100 NEWPORT RO •J 0 p p STE412120 BEEFED CA92606 • UC.NO: 655052 _ 0 HIC.NO: ENTRANCE ❑ DRAWING RAELENG.: CONDUIT IN TRENCH 35 FT UNAUTII�L USE CONS MIN IBWBELOW GRADE °V'� COMUCT 9a rtcusvmmwCOPYRU AWS R ISM F NDMIBE LLEVTO CFAUN'S 1 0 92'-5' DAMAGES.MOma LIMNS. ¢ NEW PV SYSTEM:6.20019 42-0" ❑ FRANK k r L J RESIDENCE I / 1 • 1662 RODEO RD o ( 1 ARCN20016 p \ APN:57 5766060 22001 L 0 AREA OF WORK Ip ENGINEER OF RECORC 29'-6" • _ _ — _ ___t_ — _ _ — _ _ _ _ _ — Qp5/ON OFE5 CONSTRUCTION NOTES • 61+4 NQA:ol c. s/ /1; *4—= • 1. SOLAR PHOTOVOLTAIC SYSTEM TO REINSTALLED ON RESIDENTIAL STRUCTURE. K ND,99D 2. TIT'S PROJECT HAS BEEN DESIGNED IN COMPLIANCE WITH THE CBC SECTION 1609 TO WITHSTAND A BASIC �P WIND SPEED OF 110 MPH(3 SECOND GUST),WINDE%POSURE B. f)EIEcoo' '� 3. THE ROOF MEMBERS ME ON RAFTER AT 24'ON CENTER.CONNECTION TO STRUCTURE SHALL NOT BE WITHIN S'OF NAILING PLATES. 4. THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL OR SITE PLAN BUILDING ROOF VENTS. 5. ALL CONDUCTORS MID CONDUITS MOUNTED ON ROOF SHALL BE MINIMUM 3 314'ABOVE ROOF SURFACE PMSG LAZE I rx IT 1AY9R (INCLUDING CABLES UNDERNEATH MODULES MD RACKING). 6. ROOF ACCESS POINTS SHALL BE FRONDED PER THE FOLLOWING(CRC R324.7.1,CBC 311121): • DATE 03.17018 LOCATED IN MEAS NOT REQUIRING PLACEMENT OF GROUND LADDERS OVER OPENINGS SUCH AS DOORS DESIGN BY:LP. SITE PLAN N ORWINDDWS. REVISIONS 01 1116'1'4' 0 B' 16' W E LOCATED AT STRONG POINTS CF BUILDING CONSTRUCTION IN LOCATIONS WHERE ACCESS POITDOES NOT A-101,00 ® F CONFLICTWIIH OVERHEAD OBSTRUCTIONS SUCH AS:TREE LIMBS,WIRES,OR SIGNS . E • F • G • H &EMI A • B • C • 0 • - 4 II \ \ Ill x MGM, ENG/NEER/Na inc. A Safer Friend& : On r /MEI Clare Frank Photovoltaic System 1662 Rodeo Rd Arcadia, CA 91006 Job No. 19-0407-PV 4/8/2019 0FESS4041 ,s1 � z L �• w � • r . ..8rr . ' m : p 9 0/19 x cry lk- ir 'SiOF CAL�40' 43020 Blackdeer Loop, Ste. 204, Temecula, CA 92590 Phone: (951) 506-6507, Fax: (951) 506-6743 ngwengineering@gmail.com Wind Loading: Basic wind speed, V(mph) = 110 Wind Zone E= -16.6 psf Risk Category = II Exposure Category = B Roof Type = Gable Zone 1(Components &Cladding) = -26.4 psf Gravity Loads: 15.2 psf ROOF(R): Solar Panels (SP): Roof Pitch 5.0 : 12 Module: MSE310SQ8T Fiberglass/comp 5.4 psf Width 39.3 in. 5/8"Sheathing 2.2 psf Length 65.5 in. Truss framing 2.4 psf Total weight 40.1 lbs. R-30 Insulation 0.5 psf Tilt 5.0 : 12 5/8" Drywall 2.8 psf Misc. 1.7 psf ,Solar Panels 2.4 psf DL 15.0 psf Misc. 0.6 psf LL 20.0 psf DL 3.0 psf Mount spacing 6 ft. Trib Area to mounts 9.83 sq. ft. Rafters/Ton chord (R2): Project Data: Roof Pitch 5.0 : 12 Roof area 2140 sq. ft. Fiberglass/comp 5.4 psf EW length 160 ft. 5/8"Sheathing 2.2 psf IW length 160 ft. Top chord 0.8 psf Misc 0.7 psf Wall Height 8 ft. DL 9.0 psf Story Count 1 LL 20.0 psf Module count 20 Project No. 19-0407-PV 4/8/2019 Page 2 Beam No. 1: CHECK(E)TRUSS TOP CHORD (POINT LOAD IS EXPECTED TO DIST.TO ADJ.TRUSSES, NOT CONSIDERED,CONSERVATIVE) Length=8 ft, Unbraced Length=1 ft No roof live load reduction taken. Use(1)2x4 Douglas Fir#2'Shear ratio=39%'Bending Ratio=95%,Beam is OK Distributed Loads: REACTIONS(D,L,Lr): From 0'to8': w1=2'Railer DL=(18OD,OpItL,0 pr W) Ra=(72,0,0), Rb=(72,0,0) point Loads. At2.1': P1=(10)sp+(88)W=30 lb D,O lb L,68lbW Ra=(22,0,64}, RB={8,0,24} A14.2': P2=(10)sp+(88)W=301b D,O lb L,88ibW Re=(14,0,41}, RB=(16,0,47) At 6.4': P3=(10)sp+(88)0=30 lb D,O lb L,88 lb W Ra=(6,0,17), RB={24,0,71} Reaction la: Max brg=236 lb Min brg Length=0.261n Reac0on lb: Max brg=262 lb Min brg Length=0.28 In Ra=(114,0,122) Rb=(120,0,142) Use(1)2x4 Douglas Fir 02 Geomeby.'b=1.5 in, d=3.5 in, A=5.25in"2,'Sx=3.06in"3, Lx=5.36in"4 Material Base Properties: E=1.6x10^6 psi,Fb=900 psi,Fv=180 psi.Fc(perp)=625 psi,Fel/=0 psi.Ft=575 psi Shear Stess Factors: Cm=1,Ct=1. Bending Stress Factors: CI=1.5,CL=0.99,Cb=1.15,Ci=1,Cm=1,Cr=1.15 D:Vu=-120lb at C',N=34,FY;=162,ratio=22%,OK Main:max 4=-0.34ln at 4'=L282 CD=0.9 Mu=2581b-ft et 4.2',ft=1012,F'b=1383.21,ra0o=74%.OK D+W(using.6W):Vu=-2621b at 8',N=75,FN=288,ratio=26%,OK Main:max d=-0.77ln at 4'=U124 Cd=1.6 Mu=594 ib-fl at 4.3',Mcant=O lb-ft,lb=2329,Pb=2459.04,ratio=95%,OK ------------------------------------------ \\\N< . .y -•—•-•DefleRian • Project No. 19-0407-PV 4/8/2019 Page 3 CHECK DEAD LOAD INCREASE COMPARED TO LIVE LOAD *ASSUME ROOF LL CANNOT OCCUR AT SOLAR PANEL LOCATIONS (E) Roof dead load= 15 psf Solar panel dead load = 3 psf Roof live load =20 psf New dead load = RDL+SP New dead load = 18 psf CD= .9 (for DL only) CD= 1.25 (when considering LL) New dead load = 20 psf (E) RDL+ RLL = 28 psf 0.9 1.25 20 psf < 28 psf —. OK Increased dead load imposes lower stress ratio than (E) dead+ live loads • Project No. 19-0407-PV 4/8/2019 Page 4 CHECK SEISMIC LOAD INCREASE: TRIBUTARY AREAS: Roof area =2140 sq. ft. =2140 sq. ft. RDL= 15 psf Exterior wall area= 1280 sq. ft., consider upper 1/2 =640 sq. ft. EW= 8.3 psf Interior wall area= 1280 sq. ft., consider upper 1/2 =640 sq. ft. IW= 9 psf Solar panel area= 358 sq. ft. SP = 3 psf Solar panel quantity=20 DEAD LOAD AT ROOF: (E) Dead load = (Roof area)*RDL+1/2(EW area) EW+1/2(IW area)"IW (E) Dead load =43172 lb SP Dead load = Solar panel area*SP SP Dead load = 1074 lb (N) Dead load= (E) Dead load + SP Dead load (N) Dead load =44246 lb Consider 50%of(E)trib roof DL: Seismic DLsp 1074 lbs. 5% increase Seismic(E). DL(E) = 21586 lbs. = 0.05 — Seismic Therefore < 10% —+ OK Seismic(E) Additional dead load imposes an insignificant seismic load increase Project No. 19-0407-PV 4/8/2019 Page 5 Wind Loading Envelope Procedure(ASCE 7-10,Ch 28),Method 2 Risk Category II Table 1.5-1 Enclosure Classification= Enclosed Building Basic wind speed,V(mph) 110 Fig.26.5-1A Exposure Category B Sec.26.7.3 Wind Directionality Factor(Kd) 0.85 Table 26.6-1 No Topographic Irregularity per 6.5.7.2 '® rre t HILt,,Kt NA 0 mm.sm 1 +N im a 1 npaynada4 da Ha 4111iik, ah,K2 NA 0 teinl Hi, • is a e,K3 NA ESCARPMENT 2-D RIDGE OR 3•D AXISYMMETRICAL HILL Topographic factor Kit 1,00 tr��t . tttt A ON,111111:111111 • ,I Jr% t/ i$? Wind Zone W1: r �� Mean Roof Ht.(ft)® lOtt � %��/yam Height&exp.adj.factor A 1.00 Figure 28.6-1 O.- Longitudinal Roof Pitch 5 :12 = 22.6 degrees Sub Zone A B C D EF G H EoH G0H ps30(Fig.28.6-1) 25.3 -1.3 17.5 0.2 -16.6 -15.3 -11.7 -11.9 -25.8 -21.0 staightlineinterpolation Wind Pressure=A•Kn pe3e 25.3 -1.3 17.5 0.2 -16.6 -15.3 -11.7 -11.9 -25.8 -21.0 Roof Type: Gable (table 30.7-2)pule EAF RF p(psf) Pmount(lb) Pruner(RF=0.94) Zone 1 Components&Cladding: -26.4 x 1.0 x 0.98 = -25.9 x 9.83 sf= -254 P= -24.8 psf 15.2 x 1.0 x 0.98 = 14.9 x 9.83 sf= 146 P= 14.3 psf Project No. 19-0407-PV 4/8/2019 Page 6 CHECK WIND UPLIFT Max Dead load per bracket = (Solar panel width/2*bracket spacing*Solar panel DL) Bracket spacing = 6 ft Dead load per bracket = 29.49 lbs 60% DL = 17.69 lbs U = -25.872 psf (use wind zone "1") U' = U*.6 = -15.52 psf Trib area for wind load = Solar panel length/2*bracket spacing Trib area for wind load =9.83 sq. ft. Wind Uplift = Trib area*U'+60% DL Wind Uplift = -134.87 lbs Check 5/16" Lag screws (Min 2.5" embedment into (E) roof framing) Lag withdrawal (W') = W(Emb depth)(1.6) W (per inch of embedment) for a 5/16" bolt = 266 lb. (per NDS table 12.2A) Lag withdrawal (W') = 1064 lb. W' > total uplift, OK Project No. 19-0407-PV 4/8/2019 Page 7