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HomeMy WebLinkAboutUntitled n� ) City of Arcadia, CA J PermitNO.SOLR-19 1699 1� Development Services Department )D' ' Tit"---Th,r'r Permit Type:Solar {{�. 240 West Huntington Drive,Post Office Box 60021 I. ( I f 1 h ���!!!AAA��; Arcadia,CA 91066-6021 - i i U�J ,b Work Classy cation:Solar-Residential I .Fl (626)574-5416 _ - _ Permit Status:Issued ARCADIA Issue Date::08/26/2019' Expiration: 02/22/2020 Addr NO. Dir Prefix Street Name Street Suffix .�N Unit City,State,Zip Parcel Number l41 Alice ST "rfC Arcadia, CA 5779013057 . Contacts RANJIT MANNETH 1Owner ALTAIR SOLAR INC Contractor 15375 BARRANCA PARKWAY 1-104,IRVINE,CA 92618 1001983 Description:ROOF MOUNT PV SYSTEM, 14 MODULES/MICRO Valuation: $ 0.00 Tenant INVERTERS ' Total Sq Feet: 0.00 Plan Check ft Plan N Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $308.24 Electrical Permit Issuance Fee $47.01 Cash/Receipt if REC-02262-19 $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 o COPLETED Total: $308.24 Kr/71 el dr/4AL ' I CALLS INSPECTIONS r�J Request for inspection by telephone at FOR . Leave a message 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. CYLV August 26, 2019 Issued By: Date August 26,2019 Page 1 of 1 .: PERMIT/PLAN REVIEW APPLICATION I cIll Nittritllj 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 IP( ICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION P.4hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Dt apter 9(commencing with Section 7000,of Division 3 of the Business and ti rofessions Code,and my license is in full force and - t. / I0 I have and will maintain a certificate of consent to self-insure for workers' icense Class I `r. �:✓/ Date3 31 02� compensation, as provided for by Section is ss the Labor Code, for the ignature of Contractor performance of the work for which this permit is issued. OWNER-BUILDER D 1..R ON `'Ki I have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of peq exempt from the Contractor t s 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 g,\ts issued. ii My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier ClPull i3J� _ demolish,or repair any structure,prior to its issuance,also required the applicant VI �rn s''t" P!xP, 34 9OaZO for such permit to file a signed statement that he or she is licensed pursuant to the • olicy Number (�1 b provisions of the Contractors License Law(Chapter 9(commencing with Section ('flits section need not be completed if he permit is for one hundred ollaz or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is r exempt there from and the basis for the alleged exemption. Any violation of i I certify that in the performance of the work for which this permit is issued,I shall Section 70315 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, my employees wages ;forthwith comply with those provisions. or em to ees with as their sole r t . compensation,will do the work,and the structure is not intended or offered for f r sale(Section 7044,Business and Professions Code:The Contractors License I) te 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. ❑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). 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: 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. rn me Title cH�S ' C\ { �Q P2S'l • '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. r , {agree to corn r � - :. • I r mane:A. .nd .1 te Laws : .ting to building construction. I hereby authorize representatives of the City of l.rcadia t, • ter upon the above- tioned pro r rty for inspection ,urposes./4 I/,, ature � 1 Date 8-111 ( 19 II �S $ LLIYYY Y, i 8/13/2019 Structural Calculations for SOLAR POWER SYSTEM CONNECTION CHECK AT: 41 Alice St.Apt.C Arcadia,CA 91006 Job: Manneth,Ranjit Prepared For: ..•r•' ON „T- s C,T`, OV `SCC �';t�U�`°t Altair Solar Inc. i; . :=`.' 15375 Barranca Parkway,I-W4,' .. 0141�cn1 \i% ) `t�,�tsib+•VIA tie Irvine,CA 92618 i`= -c'.' Vc.8t- \ \V'��- �1tut�: • t..dlnt�s (877) 886-0601 e j-' of p1.tn1;..,11.16 � tntl ;M1 au c1-011-`ut ah`ti nt. This se)1-1•A••a\I lira°. 11i`Oe Rut\iiut'-,ioa Nall not Design Criteria `ht\;t\tots On it , „yule e�,,:` ,tn.031‘r'. •e\Ct l o\the tt 1- Code: CALIFORNIA BLDG eo`IFn�Qfi6N1ASCtFy7,t•I61n'd\�\'e tv attic qtr S.dti t 2-Wind: 110 MPH,Exposure:'Ole� a �\jerno\\nt' ` \v' t t oitint• 3 -Wood Species:DF-L No.2(� He\a �ttt`\;tocit,o). u\nn}1 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. QROF ESS/0/) Q�o ) ce No. C70784 ° * Exp.0613012021 * d'�. ��P ATE OF CAO\F0� WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0 a 45°or Monoslope Roof 0<=3° Using Part 1 &3:Analytical Procedure (Section 30.4&30.6) Job Name: Manneth, Ranjit Subject: Job Number: Originator: I Checker: Input Data: Wind Speed,V= 110 mph (Wind Map, Figure 26.5-1A-C) 31dg. Classification = II (Table 1-1 Occupancy Category) Exposure Category= C (Sect. 26.7) Ridge Height, hr= 23.37 ft. (hr>= he) Eave Height, he= 17.00 ft. (he<= hr) Building Width = 35.00 ft. (Normal to Building Ridge) Building Length = 35.00 ft. (Parallel to Building Ridge) I L Roof Type = Gable (Gable or Monoslope) Y 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 Component = Fastener (Purlin, Joist, Decking, or Fastener) hr A Name Effective Area,Ae= 261 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 = 20.00 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*VA2 (Sect. 30.3.2, Eq. 30.3-1) qh= 24.89 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 0.95 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 23.37 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'= 3.50 ft. 3. Width of Zone 3 (corner);'a'= 3.50 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 " -f- tr I i _ft '�c2 i 4 � :- !3- - L- q © oa_o_to m , r � r o o ap COO C) 00'T r 1101-55-Kit 0 <=7deg. 7deg. <0 <= 27 deg. 27 deg. < 0 <=45 deg. Roof Zones for Buildings with h <=60 ft. (for Gable Roofs<=45° and Monoslope Roofs<= 3°) hkiE. a 2 p J L ROOF PLAN Roof Zones for Buildings with h > 60 ft. (for Gable Roofs<= 10° and Monoslope Roofs a 3°) r ' Gravity Load Data Panel Data Panel: LG365Q1C-A5 Number of Modules: 14 Weight of PV Module 40.70 lbs PV Module Dimensions L= 66.93 in W= 40.00 in Roof Data Roof Material: Tile Roof Dead Load QD= 16 psf PV System Dead Load Qpv= 3 psf Framing Spacing sroof= 16 in Linear Dead Load wo=(CID+Qp,)•s,00,= 25.3 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 =L12= 2.79 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+Qpv)•dp„•sp„= -350 lbs(Upwards) Uplift Force on Each Screw,Landscape Uw=(p+Qpv)*bp„*Spy= -209 lbs(Upwards) Design Uplift Force P„pith=0.6•[Max(UL,Uw)]= -210 lbs(Upwards) Uplift Capacity NDS 2015 Adjustment Factors CD= 1.6 CM= 1 Ct= 1 SG= 0.50 Co, Ceg, Cg, Cd, Ch,are not appicable Speicfic Gravity of Lumber SG= 0.50 NDS Supplement Table 4a Diameter of Lag Screw D= 5/1s in Withdraw Design lin 1800•SG'r`•D"4= 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•C D•CM•Cr= 1064 lbs NDS 2015 Table 11.3.1 Demand-Capacity Ratio P„piin/W'= 0.20 < 1 [OKAY] N• Beam/Top Chord Check Lumber:DF-L No.2 Moment Demand Span: 1 Orientation j Ii(ft) pi(lbs) Lenght(ft) : 16.7 Landscape 1 7.1 -209 2 9.5 -209 3 10.5 -209 Linear Dead Load cad= 25.33 plf Landscape 4 12.9 -209 Wind Load, Portrait UL= -350 lbs 5 13.8 -209 Landscape 6 16.2 -209 Wind Load, Landscape Uw= -209 lbs #of Attachment per Rafter NA= 6 wdX2 M(x)=R,(x—Lr)—Pi@—L/�— 2500 4▪ 2000 --- ... . __ —�____............__ _6 1500 _ ......... c E 1000 - - - — o 500 — I --� — 0 0.0 5.0 10.0 15.0 20.0 Length x(ft) Ma,Moment Dead 1161 lb-ft Dead+Wind 2224 lb-ft Dead+Snow 1161 lb-ft Moment Capacity Framing Member Size 2x10 Lumber Grade: DF-L No.2 CM= 1 C,= 1 Cr= 1.15 CF= 1.1 fb= 900 psi Ca,and Ci are not applicable Breadth b= 1.50 in Depth d= 9.25 in Section Modulus S, =bd2/6= 21.4 in3 Bending Stress Capacity Fb= CM*Cr*Cr*CF*fb= 1139 psi Table 4.3.1 NDS 2015 Cc Fti=Cc*Fq Ma*S„ ASD Load Design Bending DCR Dead 0.9 1025 psi 651 psi D 651 psi 0.64 OKAY Dead+Wind 1.6 1822 psi 1247 psi .6W+.6D 748 psi 0.41 OKAY Dead+Snow 1.15 1309 psi 651 psi D+S 651 psi 0.50 OKAY Deflection Limit E= 1600 ksi I= 98.93 in4 Transient Deflection 0.359 in Transient Deflection Allowed 557 > 180 [OKAY] Total Deflection 0.622 in Total Deflection Allowed 322 > 120 [OKAY] SEISMIC WEIGHT COMPARISON/ANALYSIS-(PER CBC 2016 Part 10 Chapter 4 Section 402 PV System Weight Module Model LG365Q1C-A5 Panel Weight Wpanel= 40.7 lbs Number of Panels NPV= 14 Total PV System Weight WPV=Wpanel*NpV= 569.8 lbs Existing Roof Weight Roof Weight CID= 16.0 psf Building Length Lbuild= 35 ft Building Width Wbuild = 35 ft Roof Area Abuild= 1225 ft` Building Perimeter build= 140 ft Wall Height hr= 8 ft Wall weight Qwall= 15 psf Interior wall weight Qat= 10 psf Roof Load Wnoor=Abuild*Qo= 19600 lbs Wall Load Nwari= he/2*Qwall`Pbulld +Abuild`Qlnt/2= 14525 lbs Total Story Weight Wbuild =Moor+Wwan= 34125 lbs Percentage Weight Increa WPV/Wbuild = 1.67% < 10% OKAY r®`F� 1 ' %4O6nP5'.0%.�` AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: 4% M-tc-E Si) An 07 AfRCADIA7 C/E 1 100 6 Permit Number:FO lit.Pt r for Brief Job Description: % lcwr Number of smoke alarms installed: G Number of carbon monoxide alarms installed: 3 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.govllicensinglistinqs/licenselistinq bml searchcotest.phc 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 fe agoing is true and correct, and that this declaration was executed on (Date) 10111 211 at Arcadia, California. Owner's Name (printed/typed): tit-1441T MA*JNL��-f Signature of Owner: .� This affidavit must be returned to the City of Arcadia inspector prior to final inspection % Slab', 1 . 14 I ,( r;, ! 1 , ..1r"_,! r1 Sl4 Guest Room ��athroun IStorage :f 7 Family (Zoom tan- ": - IA/ te4. tlif e5}1 iri . as 11..........„,.. . ..ammmen. .. In Garage - i ���� FIRST FLOOR PLAN SMOKE ALARM I:"r it: CARBON MONOXIDE ALARM Mslr I Batit PMaster Bedroom Dining Room Kitchen 30 Balt ip • C. Closet Hall 0.. Li closet -- Closet Family Room - , . C :: — Bedroom Bedroom • • • SECOND FLOOR PLAN C =SMOKE ALARM t' = CARBON MONOXIDE ALARM