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HomeMy WebLinkAboutUntitled • City P .P I ID), :-' 'flip t m,'�fi`1 Permit of Arcadia, CA V PermftNo.SUR-1'9-0832 ' Development Services Department 1 Type:Solar \ , 240 West Huntington Drive,Post Office Box 60021 1 ,...=1 �_,r! ,- 1 I i , 1 !:I !i r Work Classification:Solar-Residential Arcadia,CA 91066-6021 Li: ,i 2,"-,i.} 1_ , i ; ,_] I (626)574-5416 _ - -; - _ - Permit Stotus:issued ARCADIA - Isstippate:OS/03/2919l Expiration: 10/30/2019 Addr NO. Dir Prefix Street Name Street Suffix Unit thy,State,Zip Parcel Number 525 W Woodruff AVE Arcadia,CA 91007 5787013012 Contacts 525 WOODRUFF LLC Owner CLEAN ENERGY SOLUTIONS INC Contractor 525 W Woodruff AVE 417 W ALLEN AVE 105,SAN DIMAS,CA 91773 998787 Description:ROOF MOUNT PV SYSTEM, 1 INVERTER/31 Valuation: $ 0.00 , Tenant MODULES Total Sq Feet: 0.00 Plan Check# Plan# Fees Amount` payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $308.24 Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-01119-19 $308.24 Fire Plan Check Fee Residential $50.00 Amount Due: $0.00 Inverters $77.78 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $308.24 RAW- c Lr, /G ` 1517ar1od CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message 5--CC-1? ty requesting the address,timeframe and what inspection item is needed. Fete/il6P `j/L1oKe Dexcenc /1FC:1O4t14 r7permit/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 4 COMPLETED 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. May 03, 2019 Issued By: Date May 03,2019 Page 1 of 1 rPERMc:\ ,r, ,.. IT/PL�AI REVIEW APPLICATION ad, „ ,, zttT*' 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 ICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION 0 '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 : d 'tProfessions Co e,al6ny license is in / !I I have and will maintain a certificate of consent to self-insure for workers' I1LicenseCla ((/ License Nofi� War Da” I� )r- compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. , ignature of Contractor OWNER-BUILDER DE ON %d 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 perf ante of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My wor �/ �--�`'cgmpepsati 1surance 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 - .t------------- for \for such permit to file a signed statement that he or she is licensed pursuant to the (This section need not be completed if the permit is for one hundred dollars or less) provisions of the Contractors License Law(Chapter 9(commencing with Section 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 inthe performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the workers' Section ofnot by thanana applicantufor dollarsa permit$subjects the applicant to a civil compensation Laws of California,and agree that if I should become subject to the penalty not more five hundred ($500)): 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 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 t� 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. 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). 0 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 �,.yyr further inpfor1m�atiio,n. '7�� w �IVameA' G L Y� �1 _ Title %lir!" - iti PRINT NAME / 1(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 ereby uthorize representatives of the City of rcadia to enter upon the ab 'oned property for inspection purposes. I Snature Date .1. . , I� ;at% 41 y c.� 7G pxr::' AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: SZS W WoD.D2cFc 814 Permit Number: /9' - 0 g3 2.- Brief Brief Job Description: 501,47,2 Number of smoke alarms installed: ,6 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 shalt 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.oov/licensinelistings/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 th fore ing is true and correct, and that this declaration was executed on (Date) f�/y /9 at Arcadia, California. Owner's Name (printed/typed): Tait .-✓✓t/ Signature of Owner: C /7iti This affidavit must be returned to the City of Arcadia inspector prior to final inspection SI' AL ;NDC " =01 i0ii0: DE As ii -•CW Guest Room c JOBat6roon Storage O Family Room • ( Garage FIRST FLOOR PLAN ®= SMOKE ALARM I = CARBON MONOXIDE ALARM I Ia B l. aQi _ pi Master Bedroom Dining Room Kitchen - - Bath Hall ca,....cra3H7 0 ~- ---� Closet Closet Family Room Bedroom Bedroom SECOND FLOOR PLAN �=SMOKE ALARM I = CARBON MONOXIDE ALARM a Y . y :1 \ 5/1/2019 ours lcir (ans.wn, twist. ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: 525 W Woodruff Ave, Arcadia,CA 91007 ROUTING ACTION Job: Feng,Yinhua Date InitialsChecker FQeom. ��Pee Notes on Sheet# Prepared For: S© .__X , - t ..? -1-- 10 Planning Clean Energy Solutions,Inc. Eng. / e'4ck{oi 1055 West 7th Street,33rd Floor Firedln �_ ✓ Los Angeles,CA 90017 PWS-WaterP (800)994-1134 WELL Trees Design Criteria 1- Code: CALIFORNIA BLDG Gout 2016/ASCE /-1U 2-Wind: 110 MPH,Exposure:C 3-Wood Species:DF-L No.2(SG= 0.5) ,CARBONMONOXU E' Notice:Use i4-ehictions of these calculations. AND.SMO1WDET '- tS The attached Calculations are valid only when bearing original signature hereon. ED Contractor/Client to verify existing dimensions/conditions prior to construction "S)HALL B', Q� . &solar racking is installed per manufacturer span requirements. PURSUANT TO The use of these calculations is solely intended for the above mentioned project CRC AND CRC 2c0FESS/0 " ,O NG TROo*9e c c; NO.C70784 m d EXP.06/30/2019 rn `A. . VIS 1-844-PV ELITE I info@yoursolarplans.com 3000 E.Birch Street Suite 2011 Brea CA 92821 • n 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 9<=3° Using Part 1 &3: Analytical Procedure (Section 30.4&30.6) Job Name: Feng, Yinhua _ Subject Job Number. Originator: 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= 23.99 ft. (hr>= he) Eave Height, he= 17.00 ft. (he<= hr) Building Width = 30.00 ft. (Normal to Building Ridge) Building Length= 45.00 ft. (Parallel to Building Ridge) I L Roof Type= Gable (Gable or Monoslope) k >I 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= 332 ft.^2 (Area Tributary to C&C) he Overhangs? (Y/N) N (if used, overhangs on all sides) L Resulting Parameters and Coefficients: Elevation Roof Angle, 0= 25.00 deg. Mean Roof Ht., h = 25.00 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*(z/zg)^(2/a) (Table 30.3-1) a= 9.50 (Table 26.9-1) zg= 900 (Table 26.9-1) Kh = 0.95 (Kh = Kz evaluated at z= h) Velocity Pressure: qz= 0.00256*Kz*Kzt*Kd*V^2 (Sect. 30.3.2, Eq. 30.3-1) qh = 24.89 psf qh = 0.00256*Kh*Kzt*Kd*VA2 (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 0.95 24.89 11.95 -24.39 -34.35 -54.26 15.00 0.95 24.89 11.95 -24.39 -34.35 -54.26 20.00 0.95 24.89 11.95 -24.39 -34.35 -54.26 For z= hr 23.99 0.95 24.89 11.95 -24.39 -34.35 -54.26 For z= he: 17.00 0.95 24.89 11.95 -24.39 -34.35 -54.26 For z= h: 25.00 0.95 24.89 11.95 -24.39 -34.35 -54.26 Notes: 1. (+) and (-)signs signify wind pressures acting toward &away from respective surfaces. 2. Width of Zone 2(edge), 'a'= 3.00 ft. 3. Width of Zone 3 (corner), 'a'= 3.00 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: a I - 'I „jai, jI nal I I 4Qfl I �al/l II .11_ I kii! I aY OO OO 'T (Tr0 ©000 JOO CaOC 1- - 65 q,- O C�CiY O n g <=7deg. 7 deg. <0 a 27 deg. 27 deg.< 0 <=45 deg. Roof Zones for Buildings with h <= 60 ft. (for Gable Roofs a 45°and Monoslope Roofs<= 3°) I O J__©___L QI I —t 1 © 0 ,© � 1 I 1 J L I 1 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: CANADIAN 305W Number of Modules: 31 Weight of PV Module 39.60 lbs PV Module Dimensions L= 66.38 in W= 40.00 in Roof Data Roof Material .Tile Roof Dead Load QD= 16 psf PV System Dead Load QP„= 3 psf Framing Spacing sow= 24 in Linear Dead Load wD=(QD+Qp,.)*sroof= 38 plf Lag Screw Check Lumber: DF-L No.2 Uplift Demand Design Wind Pressure p= -34.3 psf(Zone 2) Trib. Depth for Each Rail dP„=U2= 2.77 ft Trib. Depth for Each Rail b =W/2= 1.67 ft Screw Anchor Spacing sPV= 6.00 ft(max.) Uplift Force on Each Screw, Portrait UL=(p+Qpv)*dP„*spy= -520 lbs(Upwards) Uplift Force on Each Screw,Landscape U„v=(p+QP)*bp„*sP„_ -313 lbs(Upwards) Design Uplift Force P„plift=0.6*[Max(UL, Uw)]= -312 lbs(Upwards) Uplift Capacity NDS 2015 Adjustment Factors CD= 1.6 CM= 1 CI= 1 SG= 0.50 C„ Cog, Cg, Cd;, Ct,are not appicable Speicfic Gravity of Lumber SG= 0.50 NDS Supplement Table 4a Diameter of Lag Screw D= sits in Withdraw Design/in 1800*SG"`*D""= 266 lbs/in NDS 201512.1-1 Depth of Embeddment IP= 2.50 in Total Nominal Withdrawal Value W=W*I ,= 665 lbs Withdrawal Design Vaule W=W*CD*CM*Ci= 1064 lbs NDS 2015 Table 11.3.1 Demand-Capacity Ratio Pupllf/W= 0.29 < 1 [OKAY] Beam/Top Chord Check Lumber:DF-L No.2 Moment Demand Span: 1 2 3 Orientation j Il(ft) pj(lbs) Lenght(ft) : 8 8 8 Portrait 1 3.8 -520 2 7.8 -520 3 9.3 -520 Linear Dead Load wd= 38 plf portrait 4 13.3 -520 Wind Load, Portrait UL= -520 lbs Wind Load, Landscape Uw= -313 lbs #of Attachment per Rafter NA= 4 M(x)=Rt(x—Lt)—P x—1 K'axZ l� 1�— 1000 500 0 I d! 0 0 5,0'W 1.0 15.0 0 r 2 .0 30.0 o -500 -1000 Length x(ft) M„ Moment Dead 333 lb-ft Dead+Wind 692 lb-ft Dead+Snow 333 lb-ft Moment Capacity Framing Member Size 2x4 Lumber Grade: DF-L No.2 CM= 1 Cr= 1 Cr= 1.15 CF= 1.5 fb= 900 psi Cry and C;are not applicable Breadth b= 1.50 in Depth d= 3.50 in Section Modulus Sx =bd2/6= 3.06 in3 Bending Stress Capacity Fb= CM*CrCr"CF`fb= 1553 psi Table 4.3.1 NDS 2015 Co Fe=Co*Fb Ma*Sx ASD Load Design Bending DCR Dead 0.9 1397 psi 1304 psi D 1304 psi 0.93 OKAY Dead+Wind 1.6 2484 psi 2710 psi .6W+.6D 1626 psi 0.65 OKAY Dead+Snow 1.15 1785 psi 1304 psi D+S 1304 psi 0.73 OKAY Deflection Limit E= 1600 ksi I= 5.36 in4 Transient Deflection 0.206 in Transient Deflection Allowed 466 > 180 [C/KAY] Total Deflection 0.485 in Total Deflection Allowed 198 > 120 [OKAY—r% SEISMIC WEIGHT COMPARISON/ANALYSIS-(PER CBC 2016 Part 10 Chapter 4 Section 402 PV System Weight Module Model LG335N1C-A5 Panel Weight Wpanei= 39.6 lbs Number of Panels Npv= 18 Total PV System Weight WPv=Wpanei*Npv= 712.8 lbs Existing Roof Weight Roof Weight Qo= 16.0 psf Building Length Lbu;id= 45 ft Building Width Wbuiid= 30 ft Roof Area Abaiid= 1350 ft` Building Perimeter Pbuiid= 150 ft Wall Height hr= 8 ft Wall weight = 15 psf Interior wall weight Qi„t= 10 psf Roof Load Wnoor=Abuiid*OD= 21600 lbs Wall Load Nwan= hr/2*°wan*PbuiId +Abuad*Clint/2= 15750 lbs Total Story Weight Wbutid=Moor+Wwan= 37350 lbs Percentage Weight Increa Wpv/Wbulid= 1.91% < 10%OKAY