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HomeMy WebLinkAboutSOLR-20-2172 • , `" City of Arcadia, CA Permit NO SOLR p20 2172 Development Services Department r ,g , t �Perm1t Type Solar`" } 240 West Huntington Drive,Post Office Box 60021 r t r p{ E Arcadia,CA 91066-6021 ..1, ''''-',-e-'''''-'4,,,, �� ,` Work C7osss cgt70/! Solar Residential ' Vitt 'S ,.,.,K t k ie +gat z z „•4",' i i • (626)574-5416 ; E 1'` Permit Status Issued ARCADIA Issue”Date '12/29/20201 Expiration 12/29/2021 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 611 ROSEMARIE DR Arcadia,CA 91007-8321 5787011032 11 1 Contacts Ir JAMES YEN Owner TLP ELECTRIC INTEGRATIONS INC DBA: Contractor 17514 ORLON,ROWLAND HEIGHTS,CA 91748 INFINITY SOLAR* 2460 N GLASSELL ST STE A,ORANGE,CA 92865 p (714)921-8168 824287 a q'Yxd,te'��9kX.St'.:.�'Nw'.0",.":,15P.Y9: ri9:eA1:Y:' a`Sds-Rd'�:.. .v._.,.e._.;'a ._NSC '�'Eri S.'Rft•Jt'_:"�...... .._. _�.v,. ... Description:ROOF MOUNT PV SYSTEM, 22 MODULES/MICRO ( Valuation: $ 0.00 Tenant INVERTERS,NEW 125 AMP SUB PANEL s Total Sq Feet: 0.00 Plan Check# Plan# Fees Amount Payments Amount Paid Building Plan Check Fee Residential $100.00 Total Fees $324.72 Distribution Panel $16.48 Cash/Receipt#REC-06422-20 $324.72 Electrical Permit Issuance Fee $47.01 Amount Due: $0.00 Inverters $77.78 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $324.72 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. 0Olnfn This permit/plan review expires by time limitation and becomes null and �'Z�Z/ void if the work authorized by the permit is not commenced within 180 days 2./1-.. / 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 g«Ivf4 53eraK0 pEmm-T IC /5..=FiOi,b.VGT consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. December 29, 2020 Issued By: Date .December 29,2020 Page 1 of 1 of G~4�FFCdo wpm • 7 PERMIT/PLAN REVIEW APPLICATION .44),*7 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. 0 I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date 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 the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 70313,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 for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number 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 0 I certify that in the performance of the work for which this pemiit is issued,I shall exempt there from and the basis for the alleged exemption. Any violation of Section 70313 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 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). 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 Title 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 for inspection purposes. Signature Date - KI PERMIT/PLAN REVIEW APPLICATION i ` , I tI Development Services Department, 240 West Huntington Drive,Post Office Box 60021 lkVIV Arcadia, CA 91066-6021, (626) 574-5416, Fax (626) 447-9173 ONLINE PERMIT/PLAN REVIEW APPLICATION (Try or, ADI Job Site Address:611 Rosemarie 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. ❑ I have and will maintain a certificate of consent to self-insure for workers' License Class Lic nse No 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. iigna[ure of Contractor _..� v..- ' f-P,;.-:... OWNER-BUILDER CLARATION ZI have and will maintain workers'compensation insurance,as required by Section I=1I 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 Starnet Insurance Co demolish,or repair any structure,prior to its issuance,also required the applicant BNUWC0137148 for such permit to tile a signed statement that he or she is licensed pursuant to the Policy Number 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 Code.I shall 1=11, 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 ESlgtt ire ''''''' Q; 7-' 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). IDI 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 FORA PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND 1'HE 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 Title 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 for inspection purposes. � tfiYe ��z ; Y �,zZ��;.�- � ° <4: Date 12/29/2020 E.3w„ .isj �.. ..,..,,... .,,a.� xn:.✓,.u....:w jxuen, e.._.�.., ..�.... ., ..urx_�, . II -------- R 129_84'--- — -AsII 03 n 3 44'-2' 61611LISFOrrial FP rn n o ii T V Will, c,+ r— rn I q D ��� 35' 9° - = , • (E)DRIVEWAY. =.I� , " --IL----- --- 71...:-— --- 129.84' C o .o N o r n CJ C WI no cr, v z m m n r -{ m r • `` REGISTF � �� NFF0 o 4; 9! Al.ek 0 9n 0 < to r r 0 co — n - Q O�A. 1�4�Y. •Y/�*M33NO - PROJECT INPORMATICN: PROJECT n15TOP.Y: m F o m „ o JAMES YEN PV SYSTEM �3 x. finit m z 611 ROSEMARIE DRIVE l � E� N 626-82ARCADIA, CA 91007o ti c ti o Z 626 827 91'81 k,e, g �cZ,. ....,_.., YENPETER@GMAIL.COM c*.. N En 4 p0,a-skmola.aCOnOm,Cal. scstalnaola [ r S A /VG-IN ENG/NEER/NG; /NC_- ow-Ayer Fiiend%y •' On ime 'N1441111 1I' 1 hili James Yen Photovoltaic System 611 Rosemarie Drive Arcadia, CA 91007 Job No. 20-1117-PV 11/17/2020 okof Ess jb i 417 /. ._.---7.-*-' ' f•i. ei:ii\:::'''';', 4-1k- 0'0: °S.ev'\,7;(-e'sr.VP-AvgkIlica :'-.'' : ® F CFaF1L\1--; �113`- `i'•��,? � �viwIlk.) ��`� '`,```l� •»�a�stb�1�1i���� N :lco inti. ; c;VANislow. '', ,O'Nn.' k� 1 �,0 10•�' \1�c1,.Tl'11cti, p140\k 11 �`� c ) >L1 l.'\� \. 111 ilie;i�\a�\ ,c�>L._, 1� sr. Ce a y'1c3,.11 » - p1a 11�.' a% _, p�tlae �>;.c1•1i1ic ,ti;this 111L111 d�111 -0-., �t�1\e1',1°i T1ie:5'''11111;�;`.1}1i1 ry t1111t ,L,l1t° 6,,,,11-0 p1 Vc 1;c1�1 t:: X1,),1;0 sk,), .= a1��1}1n°i 43020 Blackdeer Loop, Ste. 204, Teme ula, CA 92590 Phone: (951)506-6507, Fax: (951)5_06-6743 ngwengineering@gmaiI.c m Wind Loading:- Basic wind speed,V(mph) = 95 Zone E (MFRS)_ -22.4 psf Risk Category = II Zone F(MFRS)= -14.4 psf Exposure Category = C Zone G (MFRS)_ -15.7 psf Roof Type = Hip Zone 1(Components&Cladding). = -35.3 psf Hip Roof(7-20 deg) = 16.0 psf Gravity Loads:. . . ROOF(R): Solar Panels: Roof Pitch 3.0 :12 Module: LG 3.65 Q1C-A5 Concrete Tile 10:3 psf Width 40.0 in 5/8"Sheathing 2.1 psf Length 66.9 in Roof frarning 6.7 psf Total weight 40.8 lb R-30 Insulation 0.5 psf Panel Area 410 sf 5/8" Drywall 2:8 psf Weight(SP): Misc. 0.6 psf Solar Panels 2.3 psf DL= 23.0 psf Misc. 0.7 psf LL= 20.0 psf DL 3.0 psf DL at Solar array= 23.0 psf (not including panels) Rafters/Top chord(R2):. Roof Pitch 3.0.12 Mount spacing _ 6.0 ft Concrete Tile 10.3 psf Panel Orientation Portrait Landscape 5/8"Sheathing 2.6 psf Trib Area'to mounts 16.73 sf 10.00 sf Rafters 4:5 psf Dead Load 50.19 lb 30.00 lb I Misc 0:1. psf DL= 17.5 psf ' LL= 20.0 psf EXTERIOR WALL(EW): Project Data: 5/8"Sheathing 2.0 psf Roof area 1,860 sf Framing 2.5 psf EW length 180 ft 1/2"Drywall 2.2 psf IW length 180 ft Sheathing 1.1 psf Wall Height 9.0 ft R-14 Insulation 0.2 psf Story Count 2 0.0 psf • Module count 22 DL= 8.Opsf 20-1"117-PV 11/17/2020 Page 1 Beam No. 1: CHECK(E)RAFTER Adjacent members are expected to share the point loads from the solar panels.Ignore(conservative). Length=17 ft,Unbraced Length=1 ft No roof live load reduction taken. Use(2 ply)2x8 Douglas Fir#2'Shear ratio=13%'Bending Ratio=64%,Beam is OK Distributed Loads: REACTIONS{D,L,Lr}: From 0'to 9':w1=1.33'Rafter DL={23.275 plf D,0 plf L,0 plf Lr} Ra={155,0,0}, Rb={55,0,0) From 9'to 17: w2=1.33'Roof 2=23.275 plf D,0 plf L,26.6 plf Lr Ra={44,0,51), RB={143,0,162) Point Loads: At 5': P1=(17)sp+_(161)W=51 Ib D,0 lb L,161 lb W Ra={36,0,113}, RB={15,0,48) At 8': P2=(17)sp+(161)W=51 lb D,0 lb L,161 lb W Ra={27,0,85}, RB={24,0,76} Reaction 1a: Max brg=511.Ib Min brg Length=0.28 In Reaction 1b: Max brg=523 lb Min brg Length=0.28 in Ra={262,0,249} Rb={237,0,286} Use(2 ply)2x8 Douglas Fir#2 Geometry: b=3 in, d=7.25 in, A=21.75 in"2, Sx=26.28 in^3, Ix=95.26 in^4 Material Base Properties: E=1.6x10^6 psi,Fb=900 psi,Fv=180 psi,Fc(perp)=625 psi,Fc//=0 psi;Ft=575 psi Shear Stess Factors: Cm=1,Ci=1., Bending Stress Factors: Cf=1.2,CL=0.99,Cb=1.15,CI=1,Cm=1,Cr=1.15 D:Vu=2571b at 0',fv=18,F'v=162,ratio=11%,OK Main:max e=-0.39 in at 8.2875'=U518 Co=0.9 Mu=1196 Ib-ft at 8.075',fb.=546,Fb=1106.55,ratio=50%,OK D+W(using.6W):Vu=-523 lb at 17,fv=36,Fv=288,ratio=13%,OK Main:max e=-0.88 in at 8:2875'=U232 Cd=1.6 Mu=2715 lb-ft at 8.075',Mcant=0 Ib-ft,fb=1240,Fb=1967.2,ratio=64%,OK • • Deflection • • 20-1117-PV 11/17/2020 Page 2 CHECK DEAD LOAD INCREASE COMPARED TO LIVE LOAD *ASSUME ROOF LL CANNOT OCCUR AT SOLAR PANEL LOCATIONS (E)Roof dead load=23 psf Solar panel dead load =3 psf Roof live load =20 psf New dead load = RDL+SP New dead load =26 psf CD= .9(for DL only) CD= 1.25(when considering LL) New dead load - 28:89 psf (E)RDL+RLL - 34.4 psf . 0.9 1.25 28.89 psf • < 34.4 psf --> OK Increased dead load imposes lower stress ratio than (E)dead+live loads 20-1117-PV 11/17/2020 Page 3 CHECK SEISMIC LOAD INCREASE: TRIBUTARY AREAS: Roof area= 1860 sq.ft. = 1860 sq.ft. RDL= 23 psf Exterior wall area= 1620 sq.ft,consider upper 1/2 =810 sq.ft. EW = 8 psf Interior wall area= 1620 sq.ft., consider upper 1/2=810 sq.ft. IW = 9 psf Solar panel area =409 sq.ft. SP= 3 psf Solar panel quantity=22 Roofing weight reduction at panels=0 lb. DEAD LOAD AT ROOF: (E) Dead load=(Roof area)*RDL+1/2(EW area)*EW+1/2(IW area)*IW (E) Dead load=56550 lb SP Dead load=Solar panel area*SP SP.Dead load= 1227 lb (N)Dead load =(E) Dead load+SP Dead load (N)Dead load=57,777 lb Consider 60%of(E)trib roof DL: Seismicsp DLsp 1227 lbs. Seismic(E) = DL(E) 33930 lbs. = 0.04 —> 4% increase Dead load increase<_10%,OK 20-1117-PV 11/17/2020 Page. 4 e Wind Loading Envelope Procedure(ASCE 7-16,Ch 28),Method 2 Risk Category II Table 1.5-1 Enclosure Classification= Enclosed Building Basic wind speed,V(mph) 95 Fig.26.5-1B Exposure Category C Sec.26.7.3 Wind Directionality Factor(Kd) 0.85 Table 26.6-11 jPI No Topographic Irregularity per 28.6-1 , ® i sr . t s .p Kb,K1 NA .0 . =Nps) =mm..:n xNp�. x ArteEa r ,.., x/Lh K2 NA 0 ;1i® H, ��IM 'ICII bra. zlLh K3, NA 0 ESCARPMENT 2-D-RIDGE OR 3-D AXISYMMETRICAL HILL Topographic factor Kn. 1.00 ® ®. t* 1 prigomArip „.......,4400„,...„„ __ �t w- , Win Z '�\\! ®.; '\\\�0 d one W1: Tmna� \v �.����� Mean Roof Ht.(ft) 20.9 ' _ Height&exp.adj.factor A .1.30 Figure' 28.6-1 t-- kb:- '% tanob.d Roof Pitch 3 :12 = 14 degrees Sub Zone A ' : B C D E F G H EoH . GOH pyo(Fig.28.6-i) '17.6 -6.1 11.7 -3.5 =17.2 -11.1 -12.0 -8.5 -24.1 -18.8 staight line interpolation Wind Pressure=.kKrt•Ps3o 23.0 -8.0 153 46 -22.4 -14.4 -15.6. -11.1 -31.4 -24.5 Roof Type: Hip See next page p .Prafter . .P(Pgf) Pmount(lb) Zone 1 Components&Cladding: -35.3 from eq. (30.3-1) P= :-35.3 psf -35.3 x 16.73 sf= :-590 (Must not be less that 16 psf) . 16.0 from eq. (30.3-1) P= : 16.0 psf 16.0 x 16.73 sf= 268 20-1117-PV 11/17/2020 Page 5 C&C Design.Wind Pressures, Hip Roof (7 - 20 deg) Design wind pressure for exterior components & cladding Wind Uniform Lateral Load(psf): ASCE 7-16, Chapter 30: Risk Category= 11 Exposure Category= C Height above ground= 20.875 ft Enclosure Class= Enclosed Building Velocity pressure qn= qZ=0.00256 KZKZtKdKeV2 eqn (26.10-1) KZ = 0.91 Table 26.10-1 Kn= 1.00 . Kd = 0:85 Ke = 1.00. Conservative V = 95 mph qh= 1.7.81psf Design Wind Pressures p=gh[GCp-Gcpi] C&C Design Wind Pressures, eqn(30.3-1) GCp.= varies by zone, see below GCpi = 0.18 , -0.18 table 26.13-1 C&C.Pressures GCp , GCp :.p(psf) Hip Roof(7-20 deg) -1.3 , 0.87 -26.36 18.70 wall corner zones(5) . Fig. 30.3-1 -1.05 , 0.87 .-21.91 , 18:70 wall middle zones(4) . Fig. 30.3-1 -2.35 , 0.6 45.06 , 13.89 roof corner zones(3) Fig. 30.3-2E, 2F: -2.15 , 0:6 -41.50 13.89 roof edge zones(2) Fig. 30.3-2E,2F -1.8 •, 0.6 -35.27 , 13.89 roof middle zones(1) Fig. 30.3-2E, 2F -2.6 , 0 -49.52 , 10.00 overhang corners(3) Fig. 30.3-2E, 2F -2.75 , 0 -52.19 10:00 overhang middles(2&1) Fig. 303-2E, 2F 20-1117-PV 11/17/2020 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= 50.19 lbs 60% DL= 30.11 lbs U = -35.27 psf(use wind zone "1") U' = U*.6 = -21.16 psf Trib area for wind load = Solar panel length/2*bracket spacing Trib area for wind load =16.73 sq. ft. Net Wind Uplift = Trib area*U'+60% DL Net Wind Uplift = -323.93 lbs Use Solar Roof Hook Mount Max allowable uplift per manufacturer= 836.4 lb., FS = 2.5.. Max allowable uplift > total uplift, OK Check 5/16" Lag screws (Min 2.5"embedment into (E) Beam) 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' > Net Wind uplift, OK 20-1117-PV 11/17/2020 Page 7 r ALL TILE ROOF HOOK FOR SIDE MOUNT RAILS; ADJUSTABLE ;TIF il't tR: Part# Box QuantityScrew Size it, RO(1)IF i 17585 10 Hooks N/AO >"h- 17586 1 Hook N/A 17587 10 Hooks; 20 Screws 5/16" x 3" 17588 1 Hook; 2 Screws 5/16" x 3" 17589 10 Hooks; 20 Screws #14 x 3" 17618 1 Hook; 2 Screws #14 x 3" ` it • /j Y. IC 'Y �`�}_ ., :v.z; P 4 9,t, A.4 eil7 -ks, . `"%t ..:_t.-.-- , \'• ,-,.,4,: Letter Description Size/Length A Mounting Screw Slot 9mm x 18mm B Rail Slot Size l0mm x 71 mm C Length of Roof Hook 179.5mm D Bottom End to Top End 190.3mm-198.5mm E Thickness Use our#14 or 5/16" Solar Mounting Screws-- A. F Adjustability Range 34mm-42mm 54rnm til. CD \r CD c c 30mm ca . . I 25.50mm 8mm L47mm ` D !1IF 93mm il Slot Accepts 5/16"or 3/8"Bolts ioollIllPl*' — 95 _; m m�;) F 8.70mrn m m 1 , 21mm 38.50mm 117 �m II Cr 0 120mm ` C 8.70mm i' • : - 140mm . 11 E 5830 Las Positas Road, Livermore CA 94551 I 3948 Airway Drive,Rock Hill SC 29732 20-1117-PV Phone: (844) 671-6045 I Fax:180V7 32075 I www.solarroofhook.com Page 8 SolarRoofHook is a division of Quickscrews International Corp. c (�)(0)1F Airtifiet January 23, 2014 To whom this may concern, SolarRoofHook is committed to excellence.All of our parts were tested by a third party test facility for the following.. 1. Uplift test 2. Downward load test 3. Water Proof-QuickBOLT only AME Research facility had a current engineer license per the State of California in 2012. and 2013. Terrapin Testing had a current engineer license per the State of California in 2011. The following is an excerpt from: CALIFORNIA BOARD FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS guide to Engineering & Land Surveying for City and County Officials Page 12, Line 27 27. If the license has expired between the time the engineering documents were prepared and the time when the local agency's review is performed,do the documents need to be re-sealed by a licensee with a current license?(B&P Code §§.6733, 6735, 6735:3, 6735.) As long as the license was current at the time the engineering documents were prepared, the documents do notneed to be re-sealed prior to review by the local agency.However, any changes(updates or modifications)to the documents that are made following the review by the local agency would have to be prepared by a licensed engineer with a current license and those changes would have to be signed and sealed. We trust the information provided will alleviate any request for the test reports submitted to have a stamp from the current year. Respectfully, Rick Gentry VP. of Sales&Marketing 5830 Las Positas Rd I Livermore, CA 94551 Phone: (844)-671-6045 I Fax: (800)-689-7975 www.solarroofhook.com 20-1117-PV 11/17/2020 Page 9 Ard ® aPLLOC D �iATEROQLS CMC DNIENRONG, Ob©. 980 41 Street420-8190 Oakland, CA 94608 FAX (510) 420-8186 e-mail: info@appmateng.com September 17,2015 Mr. Rick Gentry SolarRoofHook Project Number 115727C a division of.Quickscrews International Corp 5830 Las Positas Road Livermore, CA 94583 Subject: QS# 17585-All Tile Roof Hook 90° Laboratory Load Testing Dear Mr. Gentry: As requested,Applied Materials&Engineering, Inc: (AME)has completed load-testing the All Tile Roof Hook 90° (see Appendix A,Figure 1). The purpose of our testing was to evaluatethe compressive tensile(uplift) and shear(parallel to rafter) load capacity of the All Tile Roof.Hook 90° attached to a 2"x4" Douglas Fir Rafter.using two 5/16"0x3" screws. SAMPLE DESCRIPTION Mockup samples were assembled in our laboratory on August 31,2015. Mockup configuration consisted of three 12" long rafters at 4.5"o.c., screwed to 1/2" Structural I.plywood. All Tile Roof Hook 90° is attached through the plywood into a rafter with two fasteners installed at the farthest end: TEST PROCEDURES &RESULTS 1. Compressive Load Test A total of three tests were conducted for compressive load capacity on September 11, 2015 using a United Universal testing machine. Samples were rigidlyy attached to the testing machine and a compressive load was applied to the hook. The samples were loaded in compression at a constant rate of axial deformation of 0.09 in./min. without shock until the hook was.bent and came in contact with the test board; displacement at maximum load was recorded. Based onthe above testing, the average maximum compression load of the All Tile Roof Hook 90°attached to a 2"x4"Douglas Firrafter using two 5/16"0x3" screws was determined to be 395 lbf. Detailed results are provided in Table I. Test setup and mode of failure are provided in Appendix B, Figure 1. The specific gravity and moisture content of the rafter was tested in accordance with ASTM D2395, Method A(oven-dry). The specific gravity and moisture content were determined to be 0.379 and 10.0%,respectively. 20-rwip412 11/17/2020 APPLO[ED MAMMALS ENOM E. °;," i M. • Mr. Rick Gentry Project Number 115727C QUICKSCREWS INTERNATIONAL 5830 Las Positas Road Livermore, CA 94551 2.Tensile(Uplift)Load Test A.total of three tests were conducted for compressive load capacity on September 14,2015 using a United Universal testing machine. Samples were rigidly attached to the testing:machine and an uplift load was applied to the hook. The samples were loaded in tension at a constant rate of axial deformation of 0.09 in./min. without shock until failure occurred;'displacement at maximum load was recorded. Based on the above testing,the average maximum uplift load of the All Tile Roof Hook 90° attached to a_2"x4" Douglas Fir rafter using two 5/1.6"0x3" screws was determined to be 2091 lbf. Detailed results are provided in Table II. Test setup and mode offailure are provided in Appendix B, Figure 2. The specific gravity and moisture content of the rafter was tested in accordance with ASTM D2395, Method A (oven-dry). The specific gravity and moisture content were determined to be 0.383,and 11.5%,respectively. 3. Shear(Lateral) Load Test Parallel to Rafter A total of three tests were conducted for shear load capacity on September 16,2015 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a shear load (parallel to rafter).was applied to the hook. The samples were loaded in shear at a constant rate of axial deformation of 0.09 in./min. without shock until failure occurred; displacement at maximum load was recorded.Based on the above testing, the average maximum shear load(parallel to rafter) of the All Tile Roof Hook 90°attached to a 2"x4" Douglas Fir rafter using two 5/16"0x3" screws was determined to be 487 lbf. Detailed results are provided in Table III. Test setup and mode of failure are provided in Appendix B,Figure 3. . The specific gravity and moisture content of the rafter was tested in accordance with ASTM D2395, Method A (oven-dry). The specific gravity and moisture content were determined to be 0.354 and 10.9%, respectively. Respectfully Submitted, APPLIED MATERIALS & ENGINEERING,INC: Reviewed By: QoF TAtoMq� • 1 � r�' _ ���•��N, DRi 46a oha. a ed F•' rr w No.355 m •j h.D.,P.E. g oratory Manager x g13PAit►c. a Exp. *. sp CIV\\- qTE OF CA\-\ 20-WFSV 12 11/17/2020 APPdOC D G 4C RU@ ENGONEEROb©o age 11 TABLE I COMPRESSIVE LOAD.TEST RESULTS ALL TILE ROOF HOOK 90° (OS#.17585) PROJECT NUMBER 115727C MAXIMUM DISPLACEMENT AT SAMPLEFAILURE. ID COMPRESSIVE : MAXIMUM LOAD MODE LOAD (lbf): (in.) C-1 375 1.8 Hook contact w/Plywood C-2 405 1:9. Hook contact w/Plywood Hook contact C-3 405 1.9 w/Plywood AVERAGE 395 1.9 20-r*gefw12 11/17/2020 APIPLLO D MAMMALS ENSONEPTP! `�1C�o TABLE II TENSILE (UPLIFT)LOAD TEST RESULTS ALL TILE ROOF HOOK.90° (OS#.17585) PROJECT.NUMBER 115727C MAXIMUM DISPLACEMENT AT FAILURE SAMPLE ID TENSILE MAXIMUM LOAD MODE LOAD (ibf): (in.) T-1 1982 7.0. Fastener pullout T-2 2138 6.6 Fastener pullout T-3 2154 6.8 Fastener pullout AVERAGE 2091 6.8 20-b9q4 12 11/17/2020 APPLO[5D G A4E6'3OALO b NMEit°A^31 WC. TABLE III SHEAR(LATERAL).LOAD TEST RESULTS PARALLEL TO RAFTER ALL TILE ROOF HOOK 90° (OS# 17585) PROJECT.NUMBER 115727C MAXIMUM DISPLACEMENT AT SAMPLE ID TENSILE .: MAXIMUM LOAD FAILURE LOAD MIA) (in.) MODE S-1 474 9.7 Fastener shear S-2 493 9:5 Fastener shear S-3 495 9.7 Fastener shear AVERAGE 487 9.6 .. 20-r3gq f 12 11/17/2020 APPLOf D_MATE6'3OALS ENOON F;^ MC. REFERNCES AC 13-2010, "Acceptance Criteria for Joist Hangers and Similar Devices", ICC Evaluation Service. AC85-2008, "Acceptance Criteria for Test Reports", ICC Evaluation Service. ASTM D1761-2006, "Standard Test Methods for Mechanical Fasteners in Wood",ASTM International. ASTM D2395-2007, "Standard Test Method for Specific Gravity of Wood and Wood Based Materials", ASTM International. 20- *gY 12 11/17/2020 aPPdDED MSP US #460 ?OF 0rt14� )-rj � . mcervo.vica '�7' Au¢uS,IMl v��uiaY,a+40B°�. AFFIDAVIT SELF-CERTIFICATION FOR COMPLIANCE OF SMOKE ALARMS AND CARBON MONOXIDE ALARMS Property Address: 11 g0.56-/A•A4icf g A9 , GA I t d- Permit Number: 5' i (Z --7 0 -al 77, Brief Job Description: S C,Ic��— Kr.S )ons i&1 I Number of smoke alarms installed: 7 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 8314 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/licensinglistings/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 .:f perjury that the,foreg ing is true and correct, and that this declaration was executed on (Date) 21 2 3 20 Z. . �� 1 at Arcadia, California. Owner's Name (printed/typed): 77 67 � Signature of Owner: This affidavit must be returned to the City of Arcadia inspector prior to final inspection