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HomeMy WebLinkAboutUntitled r o c 1 City of Arcadia, CA • . Permit NO SOLR-19 2232'. Development Services Department Permit Type Solar 240 West Huntington Drive,Post Office Box 60021 e t lc '=2i 'Arcadia,CA 910fi6-6021 -,.. W C o l cation Solar-ResldentiallOver 10_1(V. (626)574-5416 - ---,. - - Permit Status:Issued ARCADIA issue Date 11/04/2019YI ~Expiration: 05/02/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1200 GREENFIELD AVE Arcadia,CA 91006-4147 5781008019 Contacts Tung Phan Owner ECOSOLAR USA ELECTRICAL LLC Contractor I . 1200 Greenfield AVE 13962 SEABOARD CIR,GARDEN GROVE,92843 (714)265-9077 1045300 Description:ROOF MOUNTED PV SYSTEM, 33 MODULES/MICRO Valuation: $ 0.00 Tenant INVERTERS,NEW 125 AMP LOAD CENTER,NEW 225 AMP MAIN! SERVICE PANEL (200 MCB,60 AMP PV BREAKER) Total Sq Feet: 0.00 Plan Check ft Plan fl Fees Amount Payments _ Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $341.20 Distribution Panel $16.48 Cash/Receipt it REC-02986-19 $341.20 Electrical Permit Issuance Fee $47.01 Fire Plan Check Fee Residential $50.00 Amount Due: $0.00 Inverters $77.78 Panels $82.45 Residential Services up to 400 amps $16.48 Solid Waste Management Fee 2 $1.00 I COI/Flint Total: $341.20 /� r q dry CALLS FOR INSPECTIONS F/441.4_`�441.L �Z-7 / `/y^'y Request for inspection by telephone at 626-574-5450. Leave a message (7 ��� G/ requesting the address,timeframe and what inspection item is needed. gecEi VED Ssse$F aE rc.rv2 AFFicylun - 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 04, 2019 Issued By: Date November 04,2019 Page 1 of 1 t ,7 PERMIT/PLAN REVIEW APPLICATION -.101- . Development Services Department,240 West Huntington Drive, Post Office Box 60021 °%„,,,,,,,% 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 License Class C In Signature of Contractor— ❑ I have and will maintain a certificate of consent to self-insure for workers' License No. ��k r13 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. -— 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 he Labor Code,for he perfo mance of the work for wh ch his permit License Law for the following reason(Section 7031.5,Business and Professions is issued. I Mytlworkers'compenFsation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier 1 1 4 S a C(n �1 I r Mi nn° Onfill ).p t1 demolish,or repair any structure,prior to its issuance,also required the applicant FT / Q.q fl 2 1 7 for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number "`PPP 7 d J 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 C de,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 Date il I(\I-licsi 0 I q Signatuso sale(Section 7044,Business and Professions Code:The Contractors License 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 CONSTRUCTION LENDING AGENCY Code:The Contractors License Law does not apply to an owner of property 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. tt � Name V` E�0 Title f'f(1I0(I IR(elf\ n.7 vitt 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."inspection purposes. I /I Si nature Date 1j \ �Ik ( (N 0 7 itdT f 4 • twit:,J.'vai i s w ca/t5:^1`1c� AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS n Aim- Property Address: ) .2.0 D 4-120-(2.41e Permit Number: cnt R -1 9-27 3 Z Brief Job Description: Number of smoke alarms installed: if Number of carbon monoxide alarms installed: 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. http://osfm.fire.ca.qov/licensinglistingsllicenselistinq 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) at Arcadia, California. Owner's Name (printed/typed): 1 I. A ID A A. Signature of Owner: �. _ _.. ► _ a This affidavit must be returned to the City of Arcadia inspector prior to final inspection 0 Sr' i , _ .11 ,' ' ', rCtt. _ • ', FJOkOXIr t. ' `•7 •C.& I ors, -• Guest Room _ �Bathroun I Storage F. G C1 • II Family Roam •ono NMLs-"--''''''.--.....-" ' NM - - Garage FIRST FLOOR PLAN gi= SMOKE ALARM V = CARBON MONOXIDE ALARM I 1 rThstrBath Dining Room Kitchen -Bildt 0 - Hall E) Closet m I Closet Closet Family Room ® ® Bedroom Bedroom —— ��qq SECOND FLOOR PLAN 0=SMOKE ALARM fl i a CARBON MONOXIDE ALARM 1 r 10/7/2019 e ` -•�, • ,►,l►►t► yours . rplans.com two ► ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for SOLAR POWER SYSTEM CONNECTION.CHECK AT: • 1200 Greenfield Ave . Arcadia,CA 91006 -,-.1,--.'"' Job: Giatung Phan tt .,_ CtC Mil ;c`-::t';' , nv ,. t trtt',\�_ltt Prepared For: °eq C\T` r eruct"tlt.( _ _ �e\Cint)1.11' 0,i 1,\•r'1t1 :11' t,ctapt Permit Runner ',` r\' i "."1 \tit 11c iottS (619)933-4868 Ckl„. rut - �t,i CA l,t ptatt\ ntt n„ch•tti .{'tn, .\44,0 to tl tltl\l lt,t,.., t 1`p.,t • on you.'so,% itV'a;le c`.t,V. - . the trc111r:;1i"t a t tl p 2,0 . Design Criteria . .outift},l ul OW,l l �\an aVV,T"t.•. `` ok ..A.,',.. ,.,.ti li or 19 ll I- Code: CALIFORNIA BLDG CODE 2016/ASCE 7-19=.;•i="` ''t\ tl 2-Wind: 110 MPH,Exposure:C ,tt ,•t;; tstt` 3 -Wood Species:DF-L No.2(SG= 0.5) Notice:Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon. Contractor/Client to verify existing dimensions/conditions prior to construction &solar racking is installed per manufacturer span requirements. The use of these calculations is solely intended for the above mentioned project. ke0 4‘ E? cis- cc No. C70784 a ,I� p.NI i t- ` `r” sr CP/It $t- 9TP of CAItFdi` .. _ _ 1-844-PV ELITE!info@yoursolarplans.com - 3000 E.Birch Street Suite 2011 Brea CA 92821 WIND LOADING ANALYSIS - Roof Components and Cladding . Per ASCE 7-10 Code for Bldgs.of Any Height with Gable Roof 0 <=45°or Monoslope Roof 8 <=3° Using Part 1 &3: Analytical Procedure (Section 30.4&30.6) Job Name: Giatung Phan Subject: Job Number: Originator: I Checker: Input Data: Wind Speed,V= 110 mph (Wind Map, Figure 26.5-1A-C) 3ldg. Classification = II (Table 1-1 Occupancy Category) ' Exposure Category= C (Sect. 26.7) B Ridge Height, hr= 19.53 ft. (hr>= he) Eave Height, he= 8:00 ft. (he<= hr) • Building Width = 71:00 ft. (Normal to Building Ridge) Building Length= 41.00 ft. (Parallel to Building Ridge) I L Roof Type= Gable (Gable or Monoslope) Topo. Factor, Kzt= 1.00 (Sect. 26.8& Figure 26.8-1) Plan Direct. Factor, Kd= 0.85 (Table 26.6) Enclosed? (Y/N) Y (Sect. 28.6-1 & Figure 26.11-1) Hurricane Region? N A Component Name= Fastener (Purlin, Joist, Decking, or Fastener) hr Effective Area,Ae= 662 ft.A2 (Area Tributary to C&C) he Overhangs?(Y/N) -N (if used, overhangs on all sides) L Resulting Parameters and Coefficients: Elevation Roof Angle, 8 = 18.00 deg. Mean Roof Ht., h = 15.00 ft. (h = (hr+he)/2, for roof angle.>10 deg.) Roof External Pressure Coefficients, GCp: 3Cp Zone 1-3 Pos. = 0.30 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 1 Neg. = -0.80 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 2 Neg. = -1.20 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) GCp Zone 3 Neg. = -2.00 (Fig. 30.4-2A, 30.4-2B, and 30.4-2C) Positive & Negative Internal Pressure Coefficients, GCpi (Figure 26.11-1): +GCpi Coef. = 0.18 (positive internal pressure) -GCpi Coef. = -0.18 (negative internal pressure) If z <= 15 then: Kz=2.01*(15/zg)^(2/a) , If z> 15 then: Kz=2.01*(zlzg)^(2/a) (Table 30.3-1) a= 9.50 (Table 26.9-1) zg = 900 (Table 26.9-1) Kh = 0.85 (Kh= Kz evaluated at z= h) Velocity Pressure: qz= 0.00256*Kz*Kzt*Kd*VA2 (Sect. 30.3.2, Eq. 30.3-1) qh = 22.35 psf qh = 0.00256*Kh*Kzt*Kd*V^2 (qz evaluated at z= h) Design Net External Wind Pressures(Sect. 30.4 &30.6): For h <=60 ft.: p= qh*((GCp)-(+/-GCpi)) (psf) For h > 60 ft.: p= q*(GCp)-qi*(+/-GCpi) (psf) where: q =qh for roof qi= qh for roof(conservatively assumed per Sect. 30.6) Wind Load Tabulation for Roof Components&Cladding Component z Kh qh p= Net Design Pressures(psf) (ft.) (psf) 'one 1,2,3 (+ Zone 1 (-) Zone 2 (-) Zone 3 (-) Fastener 0 0.85 22.35 10.73 -21.90 -30.84 -48.72 15.00 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z= hr 19.53 0.85 22.35 10.73 -21.90 -30.84 -48.72 MINN For z= he: 8.00 0.85 22.35 10.73 -21.90 -30.84 -48.72 For z= h: 15.00 0.85 22.35 10.73 -21.90 -30.84 -48.72 Notes: 1. (+) and (-) signs signify wind pressures acting toward &away from respective surfaces. 2. Width of Zone 2 (edge), 'a'= 4.10 ft. 3. Width of Zone 3 (corner), 'a'= 4.10 ft. 4. For monoslope roofs with 0 <= 3 degrees, use Fig. 30.4-2A for'GCp'values with 'qh'. 5. For buildings with h > 60' and 0 > 10 degrees, use Fig. 30.6-1 for'GCpi'values with 'qh'. 6. For all buildings with overhangs, use Fig. 30.4-2B for'GCp'values per Sect. 30.10. 7. If a parapet>= 3' in height is provided around perimeter of roof with 0 <= 10 degrees, Zone 3 shall be treated as Zone 2. 8. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf. 9. Reference: a. ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-10" by: Kishor C. Mehta and James M. Delahay(2004). Roof Components and Cladding: illii 11 - ._ 3_W__ _ _ - ,Ti.. © T. 0 o as i , 1 I 9 I V a 01 00000 Cr aocgaCi t F , l . 0 <=7 deg. 7 deg. < 0 <=27 deg. 27 deg.< 0 <=45 deg. Roof Zones for Buildings with h a 60 ft. (for Gable Roofs<=45°and Monoslope Roofs<= 3°) , a , Q; o 10 , 1 , 1 J L I 1 0.'7--©-_r a3 h ROOF PLAN Roof Zones for Buildings with h > 60 ft. (for Gable Roofs a 10°and Monoslope Roofs <=3°) • Gravity Load Data' Panel Data Panel: ' EQUX-A400-WHT Number of Modules: 33 • Weight of PV Module 46.5 lbs • PV Module Dimensions L= 72.2 in W= 40.0 in Roof Data Roof Material: TILE Roof Dead Load Qo= 17 psf PV System Dead Load Op„= 3 psf Framing Spacing sreof= 24.in Linear Dead Load WD=(Qo+Qpv)*swot= 40 plf Lag Screw Check Lumber: DF-L-No:2 Uplift Demand • Design Wind Pressure p= -30.8 psf(Zone 2) Trib. Depth for Each Rail dp =U2= 3.01 ft Trib. Depth for Each Rail bp„ =W/2= 1.67 ft • Screw Anchor Spacing spy= 4.00 ft(max.) Uplift Force on Each Screw, Portrait UL=(p+Qp„)*dpv*spy= -335 lbs(Upwards) Uplift Force on Each Screw,Landscape Uw=(p+Qp5)*bp„*spv= -186 lbs(Upwards) Design Uplift Force Pupiin=0.6*[Max(UL,UW)]= -201 lbs(Upwards) Uplift Capacity NDS 2015 Adjustment Factors • Co= 1.6 CM= 1 Cf= 1 SG= 0.50 C„ Ceg, Cg, Cdl, CN are not appicable Speicfic Gravity of Lumber SG= 0.50 NDS Supplement Table 4a Diameter of Lag Screw D= 5116 in • Withdraw Design fin 1800*SG"`*D36= 266 lbs/in NDS 201512.1-1 Depth of Embeddment Ip= 2.50 in Total Nominal Withdrawal Value W=W*I p= 665 lbs Withdrawal Design Vaule W=W*CD*CM*C,= 1064 lbs NDS 2015 Table 11.3.1 Demand-Capacity Ratio Pupllft/W = 0.19 < 1 (OKAw) Beam/Top Chord Check Lumber DF-L No.2 Moment Demand Span: 1 2 Orientation j It(ft) pi(lbs) Lenght(ft) : 7.1 10 Portrait 1 3.8 -335 2 8.2 -335 3 9.9 -335 Linear Dead Load wd= 40 plf Portrait 4 14.2• -335 Wind Load, Portrait UL= -335 lbs Wind Load, Landscape Uw= -186 lbs #of Attachment per Rafter NA= 4 WdX2 M(X)=Rr(X— Pi@—l/)— 600 € 400 ..__' � ..... 200 Fa -200 0 0-;— -0--? 410.0=�-15.0-',_ 20.0 -400 -600 I Hi Length x(ft) Ma, Moment Dead 496 lb-ft Dead+Wind 565 lb-ft Dead+Snow 496 lb-ft Moment Capacity Framing Member Size 2x6 Lumber Grade: DF-L No.2 CM= 1 C1= 1 Cr 1.15 CF= 1.3 fb= 900 psi Ca,and C;are not applicable Breadth b= 1.50 in Depth d= 5.50 in Section Modulus Sa =bd2/6= 7.56 ins Bending Stress Capacity Fb= CM*C1*Cr*CF*fb= 1346 psi Table 4.3.1 NDS 2015 • Co FL;=Cc*Fb Ma*S„ ASD Load Design Bending DCR Dead 0.9 1211 psi 787 psi D 787 psi 0.65 OKAY Dead+Wind 1.6 2153 psi 896 psi .6W+.6D 538 psi 0.25 OKAY Dead+Snow 1.15 1547 psi 787 psi D+S 787 psi 0.51 OKAY Deflection Limit E= 1600 ksi I= 20.80 in4 Transient Deflection 0.140 in Transient Deflection Allowed 858 > 180 [OKAY] Total Deflection 0.211 in Total Deflection Allowed 569 > 120 [OKAY] SEISMIC WEIGHT COMPARISON/ANALYSIS-(PER CBC 2016 Part 10 Chapter 4 Section 402.4) PV System Weight Module Model EQUX-A400-WHT Panel Weight Wpanel= 46.5 lbs Number of Panels Npv= 33 Total PV System Weight WPV=Wpanel'NPV= 1534.5 lbs Existing Roof Weight Roof Weight Qo= 17.0 psf Building Length Lbund= 41 ft Building Width Wbuild.= 71 ft Roof Area Abuild= 2911 ft2 Building Perimeter Pbuild= 224 ft Wall Height hr= 8 ft Wall weight Qwall= 15 psf Interior wall weight `tint= 10 psf Roof Load Wnoor=Abuild*Qo= 49487 lbs Wall Load Nwall= hr/2*Qwan*Pbuild +Abuild*Qint/2= 27995 lbs Total Story Weight Wbuild=Moor+Wwau= 77482 lbs Percentage Weight Increase WPv/Wbund= 1.98% < 10% OKAY