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HomeMy WebLinkAboutSOLR-19-1371 - City of Arcadia, CA 4 s Permit NO SOLR-19-1371 } Development Services Department -" �� _ Permit Type:Solar 240 West Huntington Drive,Post Office Box 60021 i n '��- . f e + i- C 1 ' U {{ I E. Work Classification Solar Residential � Arcadia,CA 91066-6021 '�� ,,,,,1/4,2:01.:-J...: .,,E 1�)r �.—,; � (626)574-5416 . ' ' ' 'w=„ r -; ,- -.. Permit Status::Issued ARCADIA . Issue Date.'07/17/2019 I Expiration: 01/13/2020 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 2331 Sewanee LN Arcadia, CA 5788007010 Contacts BIN DAI Owner SUNLUX• Contractor 2331 SEWANEE LN,91007 800 5 ROCHESTER AVE B,ONTARIO,91761 (626)857-0334 (909)210-0924 1008374 Description:ROOF MOUNT PV SYSTEM SFR, 1 INVERTER/22 Valuation: $ 0.00 Tenant MODULES Total Sq Feet: 0.00 Plan Check# Plan# ik Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $308.24 Electrical Permit Issuance Fee $47.01 Cash/Receipt N REC-01844-19 $308.24 Fire Plan Check Fee Residential $50.00 Inverters $77.78 Amount Due: $0.00 Panels $82.45 Solid Waste Management Fee 2 $1.00 COP[E1EU Total: $308.24 p-,e. 1-9-11 AG-7 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message ice-cava.-0 smerge- D 2 A,-Ffpputi— 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. July 17,2019 Issued By: Date July 17,2019 Page 1 of 1 of AR G,y\FOgy�'JO te PERMIT/PLAN REVIEW APPLICATION' tQ� �l Development Services Department, 240 West Huntington Drive, Post Office Box 60021 `gym ' Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION IPUr-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 fo c an effect. 0 I have and will maintain a certificate of consent to self-insure for workers' License Class CIO cense Nol 7 Exp. Dateth I/ICI compensation, as provided for by Section 3700 of the Labor Code, for the Signature of Contractor 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 0 I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of he 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, Cartier -/fovie IL y e �I demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number v/nl 7 "I L� / 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 ,—, � exempt there from and the basis for the alleged exemption. Any violation of r 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 Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith//comly with those provisions. compensation,will do the work,and the structure is not intended or offered for Date 7!Ii(tq Signature sale(Section 7044,Business and Professions Code:The Contractors License 0/t 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 tosecure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer tocriminalpenaltiesand 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. ❑1, 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. Name QW-Cifte Car-It-1_ Title P cyan c [cc / N,7Lot4_,( 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 above-me ' ned property for inspection purposes. Signature Date -�/G r" 1/ l ti4\ tGp4�FOAry�' '�\®®\\ i t e � 5 g fil A A AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS 7 ` AND CARBON MONOXIDE ALARMS Property Address: X33/ Se tOits Oct OF Permit Number: SD L e•- 19- /37/ �'i 44 Brief Job Description: gel U d ,�' "j 5 171 / Number of smoke alarms installed: Number of carbon monoxide alarms installed: r2 _ 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.aov/licensinglistings/Iicenselistinq 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 for going is true and correct, and that this declaration was executed on (Date) /q__-___- _ _.-._ at Arcadia, California. Owner's Name (printed/typed): In ctr" r.0- Signature of Owner: This affidavit must be returned to the City of Arcadia inspector prior to final inspection V Guest Room _ ..Batln•oo I • Storage 1 1 Family RoomIt Cainema 1.------------ nil FIRST FLOOR PLAN 4= SMOKE ALARM ® = CARBON MONOXIDE ALARM L I MDath str p, Master Bedroom Dining Room Kitchen - Bath , _____T ICId Hag Closet I Closet Closet Family Room CD 0 Bedroom Bedroom SECOND FLOOR PLAN 4=SMOKE ALARM 111 = C -iBON MONOXIDE ALARM ,' CALCULATIONS FOR SOLAR PHOTOVOLTAIC PANELS: Owner: BIN DAI Address: 2331 Sewanee Ln, Arcadia, CA 91007 INDEX TO CALCULATIONS Sheet Item 1-2 Seismic parameters and determination of Fr, 3 design loads, roof member check, wind uplift check, deflection 4 attachment check, rail span check 5 lateral check Engineering Calculations Performed By: Doug Engineering 20271 Lighthouse Lane, Huntington Beach, CA 92646 949-285-5104 Engineering Calculations For: SunLux 10860 6th Street, Rancho Cucamonga, CA 91730 (909) 390-1796 Project Number: SLE-2439 Date: 7/2/2019 j BASIS FOR DESIGN 449 \AFESS/ �/// O CODE: 2016 California Building Code 0. 069163 N m ASCE 7-10 EXP.06-30-2020 s LIVE LOADS ROOF 20.0 psf ` CMI. SNOW 0.0 psf '0FCAU01% WIND Exposure C Figure 30.5-1 -Components and Claddin. Vie 110 mph Table values are multiplied 4 *See IN, 1 by I ACS. 4PPC t��° Notes Kg 1 - 1 21 E .,g. �' ° ) p�Stieet it a am_m�SING_ Date and QQ (,�� V Pnet= I x Kit x lains*a\s°' a et3�=� hec 1.21 1 Roof slope = 20 de. galls, -�s � na.Amb= 20 sf n._ 11111 :Zone 1 Pnet3o - -0 ',,( Ftin -ii. .nes) a - 1:� • !Zone2 pnerso= -3:.•test end-z. es .ne �- Zone 3 Nom= LT�-5;.G\$ 'i; rye .nes Ih.- - r�- ,Downward for all zones 13 is . .1 2016 CALIFORNIA BUILDING CODE Soil Site Class = D Seismic Use Group = I SS = 2.568 Mapped Spectral Response acceleration in short periods 51 = 0.979 Mapped Spectral Response acceleration at one second periods Table 1613.3.3(1) Values of Site Coefficient Fa SITE CLASS SS<0.25 SS= 0.5 SS=0.75 SS= 1.0 58>1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F - - - - - Fa = 1.000 (interpolated) SMS = Fa*SS= 2.568 Table 1613.3.3(2) Values of Site Coefficient FA/ SITE CLASS S1< 0.1 S1=0.2 31= 0.3 51=0.4 51>0.5 A 0.8 0.8 . 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F - - - - Fv= 1.500 (interpolated) SM1 = Fv"51 = 1.469 SDS = 2/3*SMS = 1.712 SD1 =2/3*SM1 = 0.979 SDS Seismic Use Group SD1 Seismic Use Group > I II III > I II III - 0 A A A 0 A • A A 0.167 - B ' - 'B , 0.067 B B C 0.33 " •C C D, , 0.133 C _ C D 0.5 'D D - , • D ` 0;2 D :iD . - - D - Seismic Design Category= E _ • 1 2016 CALIFORNIA BUILDING CODE Seismic Use Group = I Seismic Design Category = E I = 1 SS = 2.568 S1 = 0.979 SMS = 2.568 SM1 = 1.469 R = 6.5 Height = 11.375 T= 0.035`hn^.75 = 0.21679 r(Reliability/Redundancy Factor) = 1 SDS = 1.712 SD1 = 0.979 (ASCE 7-10 12.8-2) V=SDS/(R/I) = 0.2634 W (ASCE 7-10 12.8-3) V <=SD1/[(R/I)T] = 0.695 W (ASCE 7-10 12.8-5) V>= .01 = 0.01 W If S1>0.6g (ASCE 7-10 12.8-5) V>=0.5`S1/[R/I] = 0.075 W V(controls) = 0.2634 W Determine Fp for seismic loading on attachments Seismic Load on Nonstructural Components Spacing of attachments 5.33 ft Tributary width of attachments = 1/2 Panel length = 32.9 in Ap= 14.6 ft` PV unit weight including racking= 3 psf Wp= 43.83925 lb Other mechanical/electrical components ap= 1 Fp=0.4apSDS`Wp/(Rp/Ip)(1+2z/h) 60.04 lb Rp= 1.5 Ip= 1 Fp<= 1.6SDS`IpWp 120.08 lb SDS = 1.712 Wp= 43.83925 lb Fp>= 0.3SDS`IpWp 22.52 lb z= 12 ft h= 12 ft 2 t PROJECT: PV Panels for BIN DAI SHEET: 3 OF 5 CLIENT: SunLux DATE: 7/2/2019 BY: Doug Engineering DE JOB NO.: SLE-2439 DESIGN LOADS Dead Loads Uplift Roof 0.6WL COMP SHINGLE 3.5 psf Puprn i = 23.5 psf 14.1 psf, MIN 10 PSF 5/8"Ply shtg 1.9 Pupan z= 38.6 psf 23.2 psf Rf Frm'g 2.8 PwLdown= 13.8 psf 10 psf, MIN 10 PSF Misc. 1.5 Uplift 0.6DL+0.6WL (N)PV System 3.0 Zone 1 0.6*3- 14.1 -12.3 psf Zone 2 0.6*3-0.6*23.2 -21.4 psf Total DL 12.7 psf Downward DL+0.6WL LL 20.0 psf PDL+WL= 13.0 psf SNOW 0.0 psf Rafter Check Existing 2x6 RAFTERS @ 16"o.c Spacing 1.33 ft Trib panel width= 5.33 ft E 1500000 psi Fb= 900*1.3*1.15 1345.5 psi 20.8 inA4 Manowwind= 1356 ft-lb Span1 12.67 ft Mama= 1060 ft-lb Span2 0.00 ft See below for Wind Uplift loads Span3 0:00 ft due to concentated loads at attachments Span4 0.00 ft (Distance Wind Mmax Wind P= to Att. Load Trib W Uplift wind(ft- Down PVDL P=DL+WL Pts) a b R1 (lb) R2(lb (psf) (ft) (Ib) Ib) (lb) (lb) (Ib) -1.50 • 1 -0.50 -0.50 13.17 -351.9 13.4 -23.2 5.3 -338.5 169 145.91 43.8 189.7 2 2.98 2.98 9.70 -157.4 -48.3 -14.1 5.3 -205.7 -468 145.91 43.8 189.7 3 4.98 4.98 7.70 -124.9 -80.8 -14.1 5.3 -205.7 -622 145.91 43.8 189.7 4 8.45 8.45 4.22 -68.5 -137.2 -14.1 5.3 -205.7 -579 145.91 43.8 189.7 9.45 Span 1 Uniform DL 12.67 49.2 49.2 5.8-psf 1.3 7.8 plf 155.7 Reactions at Span1 -653.6 -203.8 Negative values are uplift reactions Mmaxwindup= 811 ft-Ib< 1356 ft-lb OK Mmaxwinddown= 1277 ft-lb< 1356 ft-lb OK For DL+LL including the PV system weight point loads w= 39.6 plf P = 43.8 lb Mmax= 1052 ft-lb< 1060 ft-lb OK Deflection Check DDL= 5wL4/(384EI) 15*12.7*12.67A4)*1728 = 0.315 in = L/ 483.1 OK 384*1.5E6*20.8 PROJECT: PV Panels for BIN DAI SHEET: 4 OF 5 CLIENT: SunLux DATE: 7/2/2019 BY: Doug Engineering DE JOB NO.: SLE-2439 CHECK SCREW ATTACHMENTS FOR WIND UPLIFT PWuprm= 338.5 lb 5/16"Lag with min 2.5"penetration for each attachment Table 11.2A-NDS-Lag Screw Withdrawal Values For 5/16" Lag into.5G wood 266 lb Allowable wind load = 1.6'2.5`266 1064 lb > 338.5 lb OK CHECK SCREW ATTACHMENTS FOR SHEAR DUE TO SEISMIC Fp Fp= 60.04 lb Roof slope/module tilt - 20 deg Shear= Fpacos( 20 )= 56.4 lb \ Fp sin(ang) Tension= Fpesin( 20 )= 20.5 lb Fp cos(ang) Table 11K-NDS Z= 190lb Co= 1.6 Z'= Z'C,= 304 lb> 56.42 lb OK Withdrawal capacity W'= 1064 lb Interaction Equation fl/F2+fJF„ 0.337 + 0.186 = 0.523 < 1 OK RAIL SPAN CHECK Everest Railing Check Load for half a panel=2.7' W= 57.78 plf Per the Everest Engineering for 110 mph and 0 psf snow,the max span for Crossrail48-X is 88"and 72"and 59"for Zones 2 and 3 Use Crossrail48-X PV Rails with a spacing of 64"o.c. max for attachment points,typ. Table 1.17k Maximum Span Length in.)-Wind Exposure C Condition P%posuse Roar Wind Pressure Zein l 1 Reel Wlnd P,.uara Zona 2 � Roof Wind Pq»uu Zem3 Ul lmate VnM gal q f Sao 1 d1a50 I Rool5now Load lPsll Roof Soon.,d IMO C Speed.vlmphl Type 0 10 20 171 •5 0 1f 0 110 20 Ira P i 0 10 1 20 OM i I 60 70 118 97 81 72_ W 59 55�m�1]6 _9] el 72 64 59 55. 95 96 ,81 l2 6a 59 55_ �^* 48-81/aM�_$8- ]4 64 55- 49 45 80' _J4 55 55 49 45 42 _ 65 65 55 55 49 45 4&% 88 60 66 55 48 43 40 37 I 72 72 66 55 48 43 40 37 59 59 59 55 48 43 40 37 %W �9 117 9l 01 _1 64 59 '_55. --. •111 _9] 81 ]2 64 59 55 _ 91 91 _BS T2 64 ,99 55 fr,,* Yt 115 443L 92 87.,..73--64...55_49 45..42e _7655„7666.,_73_63_55-_49<.45 42_ 62, 62 ,-64_e62e„5445_,. 149..3 45 _a1_ 1.8Lt 46-% 85 J8 65 55 48 43 40 3J 65 55 a8 43 40 3J 56 56 56 55 40 3) k .s..y. 880 122 118 97 - 31, .72 54 59 55 156 106 97 81 ,]1_ 64 59 55 57 67 67_ 81 72 64__S9_S5 T 120 4fl- 1_ 49 .86.._12.,-_54_.55- 45 .1.. .11-_73_ 5572 y5S_.49 .43., 41 .59 59-LL_59_ 59 5899_45___ &%X 9 4 83 7) 54 55 48 43 40 37 65 65 64 55 48 43 40 37 54 54 54 54 48 43 40 37 Ij`+$y ,%80 118 .113, 96 82 R 64 59._ 55 90 98 96 61 ]Z-,_64 59 _59 _60 80 60_SPD -7] _W_ 59_;55_ N64 _37_4&% 78 75 55 48 43 40 3J 60 60 60 65 46 63 40 37 49 49 49 49 48 43 40 37 JY X80 114 111_ 93 61 R 64 59 55 91 91_91 W II 64 59 -55 75 75 75 l55 51 _64 _59 _55- .g45 43 ..51 51 51 _51 51 49 45262- 1 .1...;% 48-8 74� 72 61 54 48 43 43 40 37 56 66 56 54 54 48 48 43 40 37 46 46 46 46 46 43 40 37 X� Ill ]118 61 60 48 44 59 57,., 55 55__fly 80 '6n 9 l0 ]0._ 70 l0 44 59 55 I " -4988:1 dX 69 _69 67 60 Sl_ 49 45 Y455 58 58 _56 56 54 4Q,,. 45 42 4e 48 43,,e 48 48 X45 _42.. 8 480 9 60 53 48 43 40 35 52 51 50 52 48 43 40 37 43 43 43 43 43 43 40 37 d %80 105 105 09 80 73' 64 59 55 e0 80 50 W 72 64 59 55 65 65 65 _65 65 64 _59 S5 46%X 5 65 65 58 52 48 43 40 37 3 57 46 49 49 49 47 43 40 3) 40 40 40 40 40 40 40 3l • PROJECT: PV Panels for BIN DAI SHEET: 5 OF 5 CLIENT: SunLux ' DATE: 7/2/2019 BY: Doug Engineering DE JOB NO.: SLE-2439 • • LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING Aroofexisnng= = 2651 sf Wpanel= 41.5 lb Wroofexisting= 9.7'2651 = 25715 lb 22 `Wpand = 911.9 lb We/assisting= 15'80'4 = 4800 lb Wrestofarray= 276.1 lb ` Wesisting= 30515 lb MUMS,= 1188 lb V= 0.263 W Vroofexisung= 8025 lb Existing Total Lateral Force Vroof,.paneis= 8338 lb New Total Later Force % increase= 8338 =100%-100%= 40/0 increase which results in less than a 10% increase in the 8025 stress of existing lateral resisting elements OK SEMINI I — — / L ,4L I W I m I � CO 0 O \ I I I r I I I I o • I O I r m cn0I 73 m I\ CDI a m °° I D ❑ I —/ > ).-7, r Nen I G I • ❑ ❑— II O o dSIN OV o H ANI 0 „6-,O3 \ I I o I I —I-v — — „V-.617 3NV18BNVMES SUNLUX BIN DAIS oSTREET�, s, o ` Ftone:(908)3961788 2331 E 5 ARCADIA, CA 91007 SUNLUX CSLB#1008374 Z ARCADIA,CA 91007 (310)344-6366 aiiiim it. L- / ,17L I W I m I a 0 0 0 I O I r m cn 0 73 ^ V co I rn N ll L7 W I -� — � I I I ❑ I —I D — O �/ N r _ in I m \ 73 I ❑— II m p dSW OV o —I ANI 0 4 „6-,03 / I I o I \ I ��\ �On - —rip — — \ „4-,617 3NV1 33NVM9S SUNLUX BIN DAI ..'....NA °~oSTREET ��9, 0 --- -- - PM1one:(909)396998 -. 2331 SEWANEE LANE SUNL. .X CSLez100 z ARCADIA,CA 91007 u (310)344-6366 • SITE PLAN SCALE: 1":15-0" HOUSE PHOTO SCALE: N.T.S. OPTIMIZER ARRAY LOCATION S e WITH BUILT IN .a3gn RAPID SHUTDOWN - - - -- - e1 .• \ / -0 OVIV:a LOCATED AT EACH PANEL: -- 039I'rcI— -- 1 ,. - X� "i � /�'° �� -4-- HIM f ylI l ' ` NIrcE° © O 122_5° O ' u' ♦i �. , I® d -71 � C x it ! 4'4' _'ilt. a ^1'TP .- �-. ► 0 ❑ f x y U D° - aaa° SITE PLAN LEGEND z Q(E)TWO-STORY HOUSE 1101; m Q(E)DRIVEWAY E p m Q(N)SOLAR PV ARRAY PER TABLE BELOW❑ z 0 FIRE ACCESS POINT E I L mQ(E)POOL i/ 23-7° 1 ' 1 ' 1 n _ \I I I 1 SEE PV18 FOR ARE ACCESS PATHWAYS PV-2 FOR ROOFTOP N w I I9l'A / EQUIPMENT CALLOUTS AND ROOF AND ARRAY DIMENSIONS. � S NU a a Q i _ w o z - S \ _ _ A _ - - mac-- TOTAL ROOF AREA: 2,651 SF it TOTAL MODULE AREA:. 398 SF k 97-8" ® TOTAL ROOF COVERAGE: 15.0 % WEST PALM DRIVE STRING #OF TILT,AZIMUTH ®_ PANELS • _ 1 13 20°,69°8 20°,359° f ° 2 9 20°,179°8 20°,269° 6 € a 0 3 g A e L a N C - _ TOTAL OF N PANELS22 w PV-1A SITE PLAN SCALE: 1":15'-0" HOUSE PHOTO SCALE: N.T.S. OPTIMIZER ARRAY LOCATION. '8 tii WITH BUILT IN /�L� _ _ 3 , I RAPID SHUTDOWN _ .. " _ _ _.Y :,}„ ' r{'$:- I R• LOCATED AT EACH 1 ` `_ PANEL 7 I ,41.1111— `t i„. _ x - itiR • .J6 m ?it; N VI ° © 122'-5" o _ f r:la Mai . Z VAlpr- ____ • X101131111 DI ©©I °�0IAfragate -� o o ❑ ® I A Jr N . it: O a © ao-a^ SITE PLAN LEGEND \ z o(E)TWO-STORY HOUSE Om ©(E)DRIVEWAY E Q(N)SOLAR PV ARRAY PER TABLE BELOW A it �� m O �❑ z Q FIRE ACCESS POINT g I MAi m Q(E)POOL % 23'-7° ri I 1111449.. 0 is I '-, :';I�® / EQUIPMENT CALit SEE PV1B FOR RLOUTS AND ROOF AND ARRAY DIMEE ACCESS PATHWAYS PV-2 FOR NS ONS m o I / lj CO S 0 6 Z ` — _ — - — TOTAL ROOF.AREA: 2,651 SF TOTAL MODULE AREA: 398 SF _ , -6- - - O TOTAL ROOF COVERAGE: 15.0 % WEST PALM DRIVE STRING #OF TILT,AZIMUTH PANELS k 1111 TOTAL#OF N PANELS 22 PV-1A