Loading...
HomeMy WebLinkAboutPR16-12334�1�IOND B�1h CITY OF DIAMOND BAR DEPARTMENT OF COMMUNITY & DEVELOPMENT SERVICES 21810 Copley Drive, Diamond Bar, CA 91765 �f) (909) 839-7020 Fax: (909) 861-3117 Building Inspection Hotline (909) 839-7027 BUILDING PERMIT APPLICATION www.cityofdiamondbar.com building@diamondbarca.gov JOB SITE ADDRESS J� J� CK APN LOT TRACT OWNER JV11A1, 're ;'111 ADDRESS '345L kVCW r CITY I)i&-%D^ �s.r ZIP °ll� 6'S TEL. APPLICANT 1,VCC S Pao" TEL. CONTRACTOR SVAaZ-%+_ Syl-or ADDRESS 11 f; 5'6L0�' TO -'%f(- wW4' CITY944- (N4� ZIP 044 TEL. 3W i_'Y'M113 ARCH/ENG/ DESIGNER ADDRESS CITY ZIP TEL. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the reason(s) indicated below by the checkmark(s), I have placed next to the applicable item(s) [Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair, any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9) Commencing with Section 7000 of Division 3 of the Business and Professions Code] or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). U I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). U I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section P44, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who guilds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). L) I am exempt from licensure under the Contractor's State License law for the following reason(s): By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit,l cannot legally sell a structure that I have built as an owner -builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code is available upon request when this application is submitted or at the following Web site: hffp/www.leginfo.ca.gov/calaw.html. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of 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: J LIC. NO.: DATE: tOf--I/ I`+ CONTRACTOR: Sv11CrrS4— WORKER'S COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY ONE OF THE FOLLOWING DECLARATIONS: I have and will maintain a Certificate of Consent to Self -Insure for Worker's Compensation, as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Worker's Compensation Insurance Carrier and Policy Numb/e�r are: CARRIER l.A/�i'(gG*9 Swylatfs POLICY NUMBER 111_+d96 145 - (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS). f certify that in the 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 Worker's Compensation Laws of California. And agree that if I should become subject to the Worker's Compensation provisions of Section 3700 of the labor Cof1E, I sh�alll forthwith comply with those provisions. DATE: 1011 -VIII/ APPLICANT: (A/- - UnV� WARNING: Failure to secure Worker's Compensation coverage i unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of the compensation, damages as provided for in section 3708 of the labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a Construction Lending Agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). LENDER'S NAME: LENDER'S ADDRESS: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned prope for inspection purposes. 7642 PER ITTE NA E (PRI SIGNA E OF PERMITTEE DATE PRESS FIRMLY APPLICATION DATE: y/sL4/ 16 P/C# VNl l IC - X a3 ISSUE DATE: �a PERMIT# : P 4 ' % 4. 2 TYPE CONST. OCC GROUP: Scope of Work M'm0 F-6,0 ar ',A ji�w ��t gtr, , Lj •� ICt;i � gem r%0JAIS 1 3E3800A-VS Sold,- 4of1,t IAW+C-. FW A;11) r4A Svvi(,� ? . # DWEL. UNITS # STORIES Z # BEDROOMS DESCRIPTION SQ. FT. FACTOR PSF ADJ. AREA/VALUATION SFR/ADD/REM Garage/Carport W Patio/Deck W W Pool/Spa ZRe -Roof o Commercial rD Valuation: Stic) 0 Adj. Area: QUANTITY DESCRIPTION FEE orr- w J W co z m a U Z Q x U CONSTRUCTION: c PLAN REVIEW: ELECTRIC: JiJj� PLUMBING: MECHANICAL: INSPECTION FEE: ISSUANCE: 71, gym' SMTP: 14 3� ENERGY P/C: ENERGY PERMIT: RETENTION FEE: PRE -ALT FEE: BASF: Ief� PLOT PLAN: ZONING CLEARANCE: TOTAL FEES 4:1, g 7��✓ �✓'� COMMENTS: P/C: \ W1 PAID BY: �•�` VALIDATION: RECEIPT # 20)�Jb PAID B '. ; f VALIDATION:_ WHITE — Department Copy, YELLOW — Finance Copy, PINK — Assessor Copy CITY OF DIAMOND' BAR INSPECTION RECORD + ,� INSPECTION DATE O. SETBACK/ LETTER FOOTINGS FORMS SLAB UG. PLUMBING UG. ELECTRICAL UFER GROUND SEWER LATERAL MAIN WATER LINE SEWER CLEANOUT ROOF SHEATHING FLOOR SHEATHING SHEAR WALLS EXTERIOR SHEAR WALLS INTERIOR FRAMINGNENTING ROUGH MECHANICAL ROUGH ELECTRICAL W( ) C ( )Mffor ROUGH PLUMBING INSULATION WALL INSULATION CEILING DRYWALL LATH (PRE) LATH EXTERIOR LATH INTERIOR GAS TEST SCRATCH COAT 44 ELECTRIC METER RELEASE GAS METER RELEASE SPECIAL INSPECTION FINAL BUILDING FINAL MECHANICAL FINAL ELECTRICAL FINAL PLUMBING T.C. of OCCUPANCY CERT. of OCCUPANCY COMMENTS: INSPECTION DATE INSPECTOR TRACT AND LEDGER SWITCH GEAR COMMERCIAL HOOD T -BAR INTERCEPTER HOT MOP/SHOWERPAN SEPTIC/CESSPOOL HERS REPORT RECEIVED, DEMOLITION ROOF DRAINS ROUGH CONDUIT POOUSPA ROUGH PLUMBING ROUGH ELECTRICAL ROUGH MECHANICAL GAS TEST PRE GUNITE POOL PRE DECK BONDING P -TRAP FENCE / GATE/ ALARM FINAL POOL WALLS: 3 .;r WALL FOOTING/STEEL WALL STEEL 1ST( )2 ND( ) LIFT 41. WALL BOND BEAM WALL DRAIN/ SEAL WALL FINAL R0. FRAMING PLANNING APPROVAL ROUGH FIRE APPROVAL FINAL FIRE DEPARTMENT FINAL PLANNING FINAL ENGINEERING/ PW FINAL COMMUNITY SERVICES FINAL HEALTH DEPT. FINAL INDUSTRIAL WASTE r - CITY OF DIAMOND BAR It DEPARTMENT OF COMMUNITY & DEVELOPMENT SERVICES 21810 Copley Drive, Diamond Bar, CA 91765 "\ PRESS (909) 839-7020 Fax: (909) 861-3117 Building Inspection Hotline (909) 839-7027 FIRMLY G l BUILDINGnPYERMIT APPLICATION www.cityofdiamondbar.com building@diamondbarca.gov JOB SITE ADDRESS7(3q-JZ 61- 9-0 APN LOT TRACT OWNER )e (01 'R%i`/%t1 ADDRESS 3452 C-51 - eoCc P9 CITY Dimond Qw! ZIP 0l[-){05 TEL. APPLICANT LV17a4 Q&A L&ITEL. CONTRACTOR)( SVACA $r Solos ADDRESS NZO C S`OV-N^ TG`"P�C pests CITY 9-W Lr- t C1 ZIP 4111 TEL. 11 3 ARCH/ENG/ DESIGNER ADDRESS CITY ZIP TEL. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's Slate License Law for the reason(s) indicated below by the checkmark(s), I have placed next to the applicable items) [Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair, any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9) Commencing with Section 7000 of Division 3 of the Business and Professions Code] or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). U I, as owner of the property, or my employees with wages as their sole compensation, will do L) all of or U portions of the work, and the structure is not intended or offered for sale (Secfion 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). ' U 1, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 70 r4, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who bu!Ids or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). L) I am exempt from licensure under the Contractor's State License law for the following reason(s): Date: Sign: By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit,) cannot legally sell a structure that I have built as an owner -builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code is available upon request when this application is submitted or at the following Web site: http/www.leginfo.ca.gov/calaw.html. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. CENSE CLASS: Clio LIC. NO.: 9 " +8 G b P. DATE: 14/ f I/ CONTRACTOR: SV A CreS4-O is WORKER'S COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY ONE OF THE FOLLOWING DECLARATIONS: I have and will maintain a Certificate of Consent to Self -Insure for Worker's Compensation, as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Worker's Compensation Insurance Carrier and Policy Numb�] are: CARRIER COAerc,c.-1-�5 (3fokCca�,,�, �fdc[e_% POLICY NUMBER r I I '� 0 C1 b (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS $100 OR LESS). I certifythat in the performance of the work for which this permit is issued, I shall not employ any person in any manner so a: to become subject to the Worker's Compensafion Laws of California. And agree that if I should become subject to the Worker's Compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. DATE: APPLICANT: WARNING: Failure to secure Worker's Compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addifion to the cost of the compensation, damages as provided for in section 3708 of the labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a Construction Lending Agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. Q. LENDER'S NAME: LENDER'S ADDRESS: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Ir L.VCC-IS Qb.., 'I PER r EE NAME (PRINT) GN URE OF P E DATE APPLICATION DATE: �%a 71 P/C# ISSUE DATE: �� %I 1. PERMIT# 16— 1,.G L TYPE CONST. OCC GROUP: Scope of Work If DWEL. UNITS # STORIES # BEDROOMS DESCRIPTION SQ. FT. FACTOR PSF ADJ. AREANALUATION SFR/ADD/REM Garage/Carport wWO Patio/Deck W LL Pool/Spa ZRe -Roof Commercial CO CO Valuation: Adj. Area: QUANTITY DESCRIPTION FEE �av� ttl t/1 o.At- VO Mewl Lro.n l �� z, r/1 Gr rc v Ovid IWSVS c� m v zd x v CONSTRUCTION: PLAN REVIEW: ELECTRIC: PLUMBING: MECHANICAL: INSPECTION FEE: ISSUANCE: 3S ' (A, SMIP: ENERGY P/C: ENERGY PERMIT: RETENTION FEE: PRE -ALT FEE: BASF: PLOT PLAN: ZONING CLEARANCE: TOTAL FEES 9 COMMENTS: P/C: PAID BY: pp VALIDATION: RECEIPT # e S 1e4. PAID BY: S t 1 VALIDATION: WHITE — Department Copy, YELLOW — Finance Copy, PINK -- Assessor Copy I 1. CITY OF DIAhX'0141' BAR INSPECTION RECORD COMMENTS: suncrestsolar Sheet Index Page(s) Document 1 Directory Placard 2-9 Structural Calculations 10 Cover Sheet 11 Site Plan 12 Roof Plan 13 Attachment Details 14 Single Line Diagram 15 PV Labeling 16-26 Equipment Specs N` INV 1-I\1 L11 -vv vI--- ....-v Directory Placard Per NEC/CEC 705.10 �. M OCT 0 7 2016 MAIN SERVICE PANEL AC DISCONNECT CITY OF DIAMnp+� spa THESE. T 45�C - tl dock-R•d vELS 17 - Suncr - Solar`(899} - THE APPROVAL OF THESE PLANS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR ANY VIOLATION OF ANY CODE OR ORDINANCE OF THIS CrrY. THESE PLANS SHALL BE ON THE JOB FOR ALL REOUESTEE INSPECTIONS 1 of 28 rs � 9/26/20161 yoursagm7p ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for SOLAR PANEL SYSTEM CONNECTIONS at: 3452 CASTLE ROCK RD. DIAMOND BAR, CA 91765 Trinh Thinh D Residence Prepared For: SUNCREST SOLAR 420 E. South Temple, Suite #280 Salt Lake City, Utah 84111 (800) 376-4115 Design Criteria 1 - Code: CALIFORNIA BLDG CODE 2013 / ASCE 7-10 2 - Wind: 110 MPH, Exposure: C 3 - Wood Species: Douglas Fir Larch (G = 0.5) Notice: Use restrictions of these calculations. The attached Calculations may be electronically stamped/signed as permitted by engineer of record. Contractor/Client to verify existing dimensions/conditions prior to construction. The use of these calculations is solely intended for the above mentioned project. OFESr% �, N0. C70784 m EXP. 0613012017 r .0 -7 *) lal- Lv.I' CN' 909.656.0421 1 YourSolarPlans@gmail.com 21308 PATHFINDER RD. SUITE 220, DIAMOND BAR, CA 91765 2 of 28 WIND LOADING ANALYSIS - Roof Components and Cladding Per ASCE 7-10 Code for Bldgs. of Any Height with Gable Roof 0 <= 450 or Monoslope Roof 0 <= 30 Using Part 1 & 3: Analytical Procedure Section 30.4 & 30.6 Job Name: IThinh Residence I Subject: Wind Analysis for 2 -Story Building Job Number: I n/a I Originator: I Checker: Wind Speed, V = Bldg. Classification = Exposure Category = Ridge Height, hr = Eave Height, he = Building Width = Building Length = Roof Type = Topo. Factor, Kzt = Direct. Factor, Kd = Enclosed? (Y/N) Hurricane Region? Component Name = Effective Area, Ae = Overhangs? (Y/N) 110 mph (Wind Map, Figure 26.5 -1A -C) (Table 1-1 Occupancy Category) (Sect. 26.7) ft. (hr >= he) ft. (he - hr) ft. (Normal to Building Ridge) ft. (Parallel to Building Ridge) (Gable or Monoslope) (Sect. 26.8 & Figure 26.8-1) (Table 26.6) (Sect. 28.6-1 & Figure 26.11-1) (Purlin, Joist, Decking, or Fastener) ft.^2 (Area Tributary to C&C) (if used, overhangs on all sides) I I C 25.09 16.00 45.00 40.00 Gable 1.00 0.85 Y N Fastener 318.24 N Plan 0o hr hhee L Elevation Roof Angle, 0 = 22.00 deg. Mean Roof Ht., h = 1 20.55 ft. (h = (hr+he)/2, for roof angle >10 deg.) Roof External Pressure Coefficients, GCp: GCp Zone1-3 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, 30.4-26, 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)1(2/a) , If z > 15 then: Kz = 2.01 *(z/zg)^(2/(X) (Table 30.3-1) Cc = 9.50 (Table 26.9-1) zg = 900 (Table 26.9-1) Kh = 0.91 (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 = 23.88 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) 9/26/2016 2:30 PM 3 of 28 �I Plan 0o hr hhee L Elevation Roof Angle, 0 = 22.00 deg. Mean Roof Ht., h = 1 20.55 ft. (h = (hr+he)/2, for roof angle >10 deg.) Roof External Pressure Coefficients, GCp: GCp Zone1-3 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, 30.4-26, 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)1(2/a) , If z > 15 then: Kz = 2.01 *(z/zg)^(2/(X) (Table 30.3-1) Cc = 9.50 (Table 26.9-1) zg = 900 (Table 26.9-1) Kh = 0.91 (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 = 23.88 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) 9/26/2016 2:30 PM 3 of 28 Wind Load Tabulation for Roof Components & Cladding Component z ft. Kh qh sf p= Net Desi n Pressures sf Zone 1,2,3 + Zone 1 - Zone 2 - Zone 3 - Fastener For z = hr: For z = he: For z = h: 0 0.91 23.88 11.46 -23.40 -32.96 -52.06 15.00 0.91 23.88 11.46 -23.40 -32.96 -52.06 20.00 0.91 23.88 11.46 -23.40 -32.96 -52.06 25.00 0.91 23.88 11.46 -23.40 -32.96 -52.06 25.09 0.91 23.88 11.46 -23.40 -32.96 -52.06 16.00 0.9123.88 11.46 -23.40 -32.96 _ -52.06 20.55 0.91 23.88 11.46 -23.40 E-52.06 -32.96 Notes: 1. (+) and (-) signs signify wind pressures acting toward & away from respective surfaces. 2. Width of Zone 2 (edge), V= 4.00 ft. 3. Width of Zone 3 (corner), V= 4.00 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. 30.4-213 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. References : a. ASCE 7-02, "Minimum Design Loads for Buildings and Other Structures". b. "Guide to the Use of the Wind Load Provisions of ASCE 7-02" by: Kishor C. Mehta and James M. Delahay (2004). 9/26/2016 2:30 PM 4 of 28 Roof Components and Cladding: 1e a iii _t2--_ 3 a 2 3 1 1 I 1 1 1 1 1 I 1 1 C 1 1 I 1 1 1 1 I 1 11 I >> I] T 0 2 (D Q ;0 2 Qt 12 (T ] I I 1 1 1 V 1 1 I I 1 1 1 1 I I I 1 1 I I I 1 0 <= 7 deg. 7 deg. < 0 <= 27 deg. 27 deg. < 0 <= 45 deg. Roof Zones for Buildings with h <= 60 ft. (for Gable Roofs <= 450 and Monoslope Roofs <= 3°) 120.v 03�J-- Z i r rt I I I J O 2 1 I 1 1 1 1 1 L _ I ! ROOF PLAN Roof Zones for Buildings with h > 60 ft. (for Gable Roofs <= 100 and Monoslope Roofs <= 30) 9/26/2016 2:30 PM 5 of 28 9/26/20161, ADEQUACY CHECK OF LAG SCREWS ALONG EXISTING FRAMING DUE TO WIND FORCES (HOUSE) TYPICAL PROFILE: Wind Pressure, P Legend: 1 . Existing 2x6 Roof Rafters w/ Purlin Support. (Total Span of 23 ft). 2 . Solar Panel Track Rail. 3 . 5/16 " cp Lag Screw w/ Min. 2.5" Penetration into Rafter. Uplift from Solar Panel Wind Forces. U Design Wind Pressure, P = -32.96 psf (See Attached Wind Analysis) Trib. Depth for Each Rail, Td = 2.7 ft (5.4 ft = 2 ) Screw Anchor Spacing, S = 6 ft (max.) Resisting Weight of Panels, D = Td x S x 3 = 48.6 lbs Uplift Force on Each Screw, U = P x Td x S -D = -485.35 lbs (Upwards) Check Adequacy of Lag Screw for Pull -Out Uplift Resistance Provided by 5/16 " cp Lag Screw w/ Min. 2.5" Penetration into Rafter. Penetration into Douglas Fir Larch Member Per NDS (Table 11.2A) = 266 lbs/in Allowable Uplift Load, Ua = 1.6 x 2.5 x 266 = 1,064 lbs > U = 485.4 lbs [OK] Existina Framina Member Check Purlin Spacing = 11.25 ft (midspan) Roof Dead Load = 12 psf Panel Dead Load = 3 psf Total Dead Load, DL = 15 psf x 2 feet (Trib.) = 30.0 plf Wind Uplift Loads, W = -32.96 psf x 2 feet (Trib.) _ -65.9 pif `See attached Enercalc Output for Analysis Results 6 of 28 Wood Beam File=C:\Users\DK\Desktop\SOLAR\--SUNC-1\THINH_-I\MEMBER-1.EC6 11111 ENERCALC, INC. 1983-2014, Build:6.14.8.25, Ver:6.16.2.26 ■ Description : Existing 2x6 rafters with purlin support (max 10 anchors) 0.234 1 Load for Span Number 1 = _ CODE REFERENCES 2.0 ft, (dead load -module and framing) Uniform Load : W = -0.0330 ksf, Tributary Width = 2.0 ft, (wind uplift) Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Section used for this span Uniform Load : D = 0.0150 ksf, Tributary Width = 2.0 ft, (dead load -module and framing) Load Combination Set: ASCE 7-10 = 2.0 ft, (wind uplift) DESIGN SUMMARY fv : Actual Material Properties 24.56 psi FB : Allowable = Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 900.0 psi Ebend- xx 1,600.Oksi Load Combination Fc - Prll 1,350.0 psi Eminbend - xx 580.Oksi Wood Species Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Span # where maximum occurs Ft 575.0 psi Density 32.210 pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling Repetitive Member Stress Increase W(-0.066) W(-0.066) V ♦ V D(0.03) D(0.03) A 2x6 - 2x6 Span = 11.250 ft Span = 11.250 ft Applied Loads l Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads 0.234 1 Load for Span Number 1 = Uniform Load : D = 0.0150 ksf, Tributary Width = 2.0 ft, (dead load -module and framing) Uniform Load : W = -0.0330 ksf, Tributary Width = 2.0 ft, (wind uplift) Load for Span Number 2 Section used for this span Uniform Load : D = 0.0150 ksf, Tributary Width = 2.0 ft, (dead load -module and framing) Uniform Load : W = -0.0330 ksf, Tributary Width = 2.0 ft, (wind uplift) DESIGN SUMMARY fv : Actual Maximum Bending Stress Ratio = 0.234 1 Maximum Shear Stress Ratio = 0.085 : 1 Section used for this span 2x6 Section used for this span 2x6 fb : Actual = 514.44 psi fv : Actual = 24.56 psi FB : Allowable = 2,152.80psi Fv : Allowable = 288.00 psi Load Combination +0.60D+0.60W+0.60H Load Combination +0.60D+0.60W+0.60H Location of maximum on span = 11.250ft Location of maximum on span = 10.810ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.145 in Ratio= 930 Max Upward Total Deflection -0.301 in Ratio = 449 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios _ Moment Values Shear Values Segment Length Span # M V Cd C FIV C i Cr C m C t C L M fb Fb V fv F v +D+0.60W+H 0.00 0.00 0.00 0.00 Length = 11.250 ft 1 0.090 0.032 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.12 194.67 2152.80 0.05 9.29 288.00 Length = 11.250 ft 2 0.090 0.032 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.12 194.67 2152.80 0.05 9.29 288.00 +0.60D+0.60W+0.60H 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =11.250 ft 1 0.239 0.085 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.32 514.44 2152.80 0.14 24.56 288.00 7 of 28 1 Wood Beam KW -06010376 Description : Existing 2x6 rafters with purlin support (max 10 anchors) Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr C m C t C L File = C:IUsers\DK\Desktop\SOLAR\-_SUNC-1\THINH_-1\MEMBER-1.EC6 ENERCALC, INC. 1983-2014, Build:6.14.8.25, Ver:6.16.2.28 Moment Values M fb F'b Shear Values V fv F'v Lenqth =11.250 ft 2 0.239 0.085 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.32 514.44 2152.80 0.14 24.56 288.00 Overall Maximum Deflections_ Load Combination _ Span _ __ Max. ' " Defl Location in Span Load Combination Max. "+" Defl Location in Span 1 0.0000 0.000 W Only -0.3006 4.777 2 0.0000 0.000 W Only -0.2974 6.536 Vertical Reactions Support notation :Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum -0.278 -0.928 -0.278 Overall MINimum 0.009 0.030 0.009 +D+H 0.134 0.448 0.134 +D+L+H 0.134 0.448 0.134 +D+Lr+H 0.134 0.448 0.134 +D+S+H 0.134 0.448 0.134 +D+0.750Lr+0.750L+H 0.134 0.448 0.134 +D+0.750L+0.750S+H 0.134 0.448 0.134 +D+0.60W+H -0.033 -0.109 -0.033 +D+0.70E+H 0.134 0.448 0.134 +D+0.750L+0.750Lr+0.450W+H 0.009 0.030 0.009 +D+0.750L+0.7505+0.450W+H 0.009 0.030 0.009 +D+0.750L+0.750S+0.525E+H 0.134 0.448 0.134 +0.60D+0.60W+0.60H -0.086 -0.288 -0.086 +0.60D+0.70E+0.60H 0.081 0.269 0.081 D Only 0.134 0.448 0.134 Lr Only L Only S Only W Only -0.278 -0.928 -0.278 E Only H Only 8 of 28 SEISMIC WEIGHT COMPARISON/ ANALYSIS (PER CHAPTER 34) Solar Panel Type = Q.Pro Solar Total # of Panels = 18 panels Panel Weight = 41.45 lbs Total Weight, W = 746.10 lbs Existing Roof Story Weight Considered in Seismic Design (Wood Framed Building With Comp. Shingle Roof & Stucco Exterior) Building Section Considered Dimensions = 45 feet x 40 feet (8 feets wall height) Roof Area Considered Dimensions = 48 feet x 43 feet (18 inches roof overhang) Comp. Roofing 12 psf x 1 roof x 48 ft long x 43 ft long = 24,768 lbs Ext. Walls (Long.) 15 psf x 2 walls x 40 ft long x 4 ft high = 4,800 lbs Ext. Walls (Trans.) 15 psf x 2 walls x 45 ft long x 4 ft high = 5,400 lbs Int. Walls (Drywall) 10 psf x 2 walls x 15 ft long x 4 ft high = 1,200 lbs Total Roof Story Weight, Sw = 36,168 lbs Total Percentage of Panel Weight vs. Total Existing Roof Seismic Weight, Aw Aw = [Pw _ Sw] x 100 % _ [ 746.1 lbs = 36,168 lbs ] x 100 = 2% < 10% Per the exception is Section 3403.3 of the C.B.C. 2013: Any existing lateral load -carrying structural element whose demand -capacity ratio with the addition considered is no more than 10 percent greater than its demand -capacity ratio with the addition ignored shall be permitted to remain unaltered" 9/26/20161 [OK] 9 of 28 SCOPE OF WORK ELECTRICAL NOTES: APPLICABLE CODES: 1. The installation consists of solar photovoltaic modules mounted on the roof, connected 1. 2011 NATIONAL ELECTRICAL CODE (NEC) to an AC/DC inverter and related electrical switches and gear as required by 1. All exposed photovoltaic system conductors on the roof will be PV type wire CEC 690.31 (B) 2. 2013 CALIFORNIA ELECTRICAL CODE (CEC) s u n c re s t s o I a r applicable codes and by the electrical utility company. 2. Wire size for all conductors is included in the conduit schedule section on the Single -line 3. 2013 CALIFORNIA BUILDING CODE (CBC) VOL. 1,2 2. The system will be interconnected and operated in parallel with the utility diagram. (CEC 690.31B 4b, Tables 310.16-310.17) 4. 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 420 E South Temple, Suite 280 electrical grid per the requirements of the utility and applicable codes. 3. All conductors are dual rated THHN/THWN-2 for wet and dry locations per NEC 310.10(B -C). S. 2013 CALIFORNIA RESIDENTIAL CODE (CRC) 4. Conductor's exposed to sunlight shall be listed as sunlight resistant per NEC 310.10(D). Salt Lake City, Utah 6. 3. Main service panel upgrade to a 225 A main panel with a 125 A main breaker. 2013 CALIFORNIA FIRE CODE(CFC) (900)-376-4115 S. All photovoltaic system conductors are rated 90 degree C.(CEC 690.318, Tables 310.16-17) 7. 2013 CALIFORNIA MECHANICAL CODE 6. All exterior conduit, fittings, and boxes shall be rain -tight and approved for use in wet 8. 2013 CALIFORNIA PLUMBING CODE _. locations. (CEC 314.15). 7. All photovoltaic output circuits operating above 30 volts shall be Installed in readily C Pat Hart License # 987868 SITE NOTES: accessible locations and in electrical raceways. (CEC 690.31 A). 8. All metallic equipment shall be bonded and electrically continuous. (CEC 250.90, 250.96). Class: C-10 Electrical Contractor 9. The equipment grounding conductor shall be sized according to CEC 250.122,CEC 690.45 °S O 1. Working clearances around the existing electrical equipment as well as the neva electrical AUTHORITY HAVING JURISDICTION '� Worker's Compensation# 10. The DC grounding electrode conductor shall be sized according to CDC 250.166,CEC 690.47B • - • equipment will be maintained in accordance with CEC 110.26. 11. The DC grounding electrode will be bonded to the AC grounding electrode and the conductor will - Contractor Brokerage Service Inc. 2. Adequate spacing will be maintained between any plumbing sewer vents extending through be no smaller than the largest grounding electrode conductor, either AC or DC. (CEC 690.47 C Diamond Bar 9117096 15 the roof and the underside of the photovoltaic panels (6" minimum). 7) The information contained in this 3. A ladder shall be In place for any inspections in compliance with CAL -OSHA regulations. 12. The AC grounding electrode conductor shall be sized according to NEC 250.66 (And Table 310.15 B 4. PV modules are non-combustible in nature. 6 for dwellings) (CEC 690.47). ROOF SPECIFICATIONS drawing e the lar.excReproduction property S. This system is a Utility Interactive (Grid connected) system and does not have storage 13. The photovoltaic arrays shall be provided with DC ground -fault protection. (CEC 690.5). of SunCrest Solar. Reproduction 1 Layer batteries. in whole or in part, without the 14. The grounding electrode conductor will be protected from physical damage between the grounding Roof Type Shingle &Rolled Shingle 6. All plaques and signs will be installed as required by 2013 CEC & 2011 NEC. electrode and the panel if smaller than #6 copper wire. (CEC 2S0.64(B)) express written permission from 7. Roof coverings shall be designed, installed and maintained in accordance with the 15. The grounding electrode conductor will be continuous, except for splices or joints at bus bars Roof Pitch 5:12 C Pat Hart Suncrest Solar, is building code for the local jurisdiction. within listed e ui ment. CFC 250.64 C Q. Rafter Size (In x in): 2 x 6 STRICTLY PROHIBITED 8. All equipment supplied shall be UL listed or listed by a listing agency recognizedby CEC. e p ( ) LC -10 # 987868 16. A OC disconnect Is provided at the inverter. (CEC 690.15). Rafter Spacing (in): 24 9. We will coordinate with serving utility and property owner for power outage and contact 17. The back fed PV breaker at the main panel will be installed at the opposite end of the bus bar Class: C 10 Electrical Contractor SYSTEM INFORMATION serving utility before activation of PV System. from the main breaker and a permanent warning label with the following marking will be Occupancy R3 ELECTRICIAN STAMP P Y - SYSTEM SIZE: 10. The required Smoke alarms and Carbon Monoxide detectors shall be located as required per provided adjacent to the PV breaker: "WARNING -PHOTOVOLTAIC CONNECTION. DO NOT RELOCATE Two Story Home DC- 4.770 kW AC- 3.800 kW CRC R314 -R315 THIS OVERCURRENT DEVICES" (CEC 690.64 B 7) 11. All construction shall be in accordance to the latest addition to the California building 18. The location of the Utility Disconnect in relation to the main service panel is depicted on the Type Of Construction V B PV MODULE: code. Single -Line diagram. 18 Q.PRO BFR -G4 265 12. The contractor shall be responsible for the protection of and the safety in and around 19. A single rod, pipe or plate electrode shall be supplemented by an additional electrode of a - INVERTER the job site and of the adjacent properties.p type specified in 250.52(A)(2) through(A)(8). [CEC 250.53.A (2)] �'"' 1 SE3800A-US 13. Note that all written dimensions take precedence over scale. 20. A permanent plaque or directory, denoting an electric power sources on or in the premises, �a OPTIMIZER: 14. Manufacturer's specifications for installation of materials shall be followed. shall be installed at each service equipment location and at locations of all electric power C 8 �-` nY - c v 18 SolarEdge P300 15. Exact conduit run locations subject to change. production sources capable of being Interconnected. CEC 705.10 O P g P a C� Z rpenetrating 11 AFCI: PV s stems witYs DC circuits, on 21. Arc -Fault Circuit Protection, CEC 690 y to building and operating at 80 volts or greater, shall be protected by a listed do arc -fault O circuit interrupter or other system components listed to provide equivalent protection. I. shall detect and interrupt arcing faults in do system. II. shall disable inverters or charge � Qa Gt Q controllers or system components. III. shall require equipment be manually restarted. IV. f Q shall have an annunciator that provides a visual indication. Indication shall not reset Q� ; r �' of automatically G�� 'C (/) O 22. Rooftop mounted photovoltaic panels and modules shall be tested, listed and identified with a z � m � , c fire classification in accordance with UL 1703. The fire classification shall comply with c Ll Table 1505.1 of the California Building Code based on the type of construction of the, `'' � s � �, � 8 LLJ l�D building. [CRC Section R902.51 ' QC (/1 f CY) L BUILD NOTES: `� } Q1 c13 -. - ice`'' m G e U O U_0 1. EMT conduit used in all locations and installed .75" above roof. [NEC 310.15(b)(3)(c)] <L_ C 2. Photovoltaic panels sit 6" or less above roof plane. VICINITY MAP F__ Ql f6 O 3. The manufacturer's product installation instruction shall be available at time of c J m E inspection. N v7 f0 > f0 4. Photo voltaic systems (all components) shall not be installed over any roof, plumbing,�� ��} O L ~ U O or mechanical vents and in the immediate vicinity of an egress window.{`� ' ` `e'N N K s c r -I C S. Access to residential systems for one- and two-family dwellings shall be provided in accordance with Sections 605.11.3.2.1 through 605.11.3.2.4 of the California Fire *� ', `� m Q Code., 6. This PV system is proprietary and parts must be replaced with proper equipment by 7 authorized persons only. 7. All conduits will be painted to match the background on which they are installed. Drawn By: C Soto Date Drawn: 6/9/16 # Revision Date INT COVER SHEET STREET VIEW Sheet# ROLLED COMP. SH I I INVERTER w, I TRI Wind Speed (mph): 110 Snow Load (psi): 0 of Date Drawn: Panel Layout for Installation 41.45 65.75 x 39.37 PU I/l - Spacing Calculations nterior Edge Corner Q.PRO BFR -G4 265 1 Panel 2 Panels 3 Panels 1 4 Panels 5 Panels 6 Panels Portrait Max. Span 6'-0" 6'-0" 6'-0" Portrait Over 39.4" 79.2" 119.1" 159.0" 198.9" 238.7" Max. Cantilever 1'-6" 1'-6" 1'-6" Up 65.8" 132.0" 198.3" 264.5" 330.8" 397.0" Landscape Max. Span 6'-0" 6'-0" 6'-0" Landscape Over 65.8" 132.0" 198.3" 264.5' 330.8" 397.0" Max. Cantilever, 1'-6" 1'-6" 156" Up 39.4" 79.2" 119.1" 159.0" 198.9" 238.7" E�=�F PLAN 0.(1:120) ROOF ACCESS POINT PANEL FESS,O O G TRU NO. C70784 m UJI EXP. 06/30/2017 - IV TF OF CAS\ STRUCTURAL ENGINEERING STAMP 5&7!0� - M� C Pat Hart License # 987868 Class: C-10 Electrical Contractor ELECTRICIAN STAMP NOTES: 1. If Main Service Panel upgrade is required, it will be installed per local utility company codes and requirements. 2. Lag Bolt is 5/16" x 3-1/2" SS 3. Embedment depth is 2-1/2". 4. Detailed description and engineering specs included in engineering sheets. S. All interior attachments will be staggered from top to bottom, so no single attachment point will be on single rafter/truss. 6. Attachment points on the corners of the array will be attached to one single rafter/truss. ROOF SPECIFICATIONS Roof Type: Rolled Comp. Shingle 1 Layer Roof Pitch: Shingle 1 Layer Rafter Size (in x in): 5:12 Rafter Spacing (in) 2 x 6 24 MODULE SPECIFICATIONS Model #: Weight (lb): Dimensions (in x in) Panel Sq.Ft.: UL -1703 Rating: Sq. Ft. of Array: 9 suncrestsolar 420 E South Temple, Suite 280 Salt Lake City, Utah (800) 376-4115 C Pat Hart License # 987868 Class: C-10 Electrical Contractor Worker's Compensation# Contractor Brokerage Service Inc. 9117096-15 The information contained in this drawing is the exculsive property of Suncrest Solar. Reproduction in whole or in part, without the express written permission from Suncrest Solar, is STRICTLY PROHIBITED SYSTEM INFORMATION SYSTEM SIZE: DC- 4.770 kW AC- 3.800 kW PV MODULE: 18 Q.PRO BFR -G4 265 INVERTER 1 SE380OA-US OPTIMIZER: 18 SolarEdge P300 Z O Q J Q c� Z ►N Sheet # Drawn By: C Soto of Date Drawn: 6/9/16 41.45 65.75 x 39.37 PU I/l - CD Class A # Revision Date INT 323.57 I` m Ln r` -0r-i cc M Q m U U -� p Q � L CO 0 C +� m E �M L -n F- U O " r J E . . r --AC L n N i ' _ ,-' F-- r- Q Sheet # Drawn By: C Soto Q.PRO BFR -G4 265 Date Drawn: 6/9/16 41.45 65.75 x 39.37 PU I/l - 17.98 Class A # Revision Date INT 323.57 Sheet # ATTACHMENT NOTES: 3" MIN 6" MAX 1. All interior attachments will be staggered from top to bottom, Solar Modules so no single attachment point will be on single rafter truss. s u n c re s t s o I a r Portrait Orientation 2. Attachment points on the corners of the array will be TYP. attached to one single rafter/truss. Orion Rail 3. Drawing is representative and not an actual depiction of the 420 E South Temple, Suite 280 truss/rafter Salt Lake City, Utah Model GR -R -STD -132 -MILL 4. As seen from rake (800) 376-4115 Module Support Rail C Pat Hart 2 Per Module Row License # 987868 Class: C-10 Electrical Contractor Worker's Compensation# Contractor Brokerage Service Inc. 9117096-15 4' 2" Roof Exterior The information contained in this drawing is the exculsive property of Suncrest Solar. Reproduction in whole or in part, without the express written permission from Suncrest Solar, is (E) 1/2" Plywood TYP. STRICTLY PROHIBITED SYSTEM INFORMATION SYSTEM SIZE: DC -4.770 kW AC -3.800 kW (E) Truss/Rafter Verify in Field PV MODULE: 1 Attachment Cross Section 18 Q.PRO BFR -G4 265 INVERTER NOT TO SCALE 1 SE380OA-US OPTIMIZER: 18 SolarEdge P300 GROUNDING NOTES z O Roof Mount w/ L -Foot 1. Racking and modules are grounded using a continuous #6 bare copper and Flashing Installed Modules bonded Q per MFR's Specs © 0 are and grounded to rail conductor with lay in lugs. Orion Smart Flashing with grounding mid -clamp 2. Exposed non-current carrying metal parts of module frames, equipment and No (Drawing is representative assemblies- see detail conductor enclosures shall be grounded in accordance with 250.134 or 250.136 z CD and not an actual depiction (A) regardless of voltage. — r'? of the flashing. Orion Solar Racking 3. Solar Edge systems utilizes ungrounded PV arrays as allowed under 690.35. un See flashing notes) Integrated Grounding Because the array is ungrounded, the requirements of 690.42 and 690.47 are not LU Splice Bar applicable and no main system bonding conductors or DC grounding electrode N 0 L conductors are required. The inverter and power optimizers must each be N � m Two Lag Screws Per Attachment Split bolt (TYP) supplied only with an equipment ground as required by 690.43. U U U U 5/16" X 3 1/2" 4. Equipment grounding conductors should be sized and installed in accordance Q p C 2 Mount Detail Lag Bolt w/ Washer ung with the requirements of 690.45(A), 690.46 and 250.122. i— J o N m E NOT TO SCALE MIN. 2 1/2" Embedment, 5. If the existing main service panel does not have a verifiable grounding electrode, O N � �„ O cc Sealed with M-1 Roof Sealant it is the PV contractor's responsibility to install a supplemental grounding 0 � F— p electrode. U O 'zzj- -'-- cv E - FLASHING NOTES Ground lug through -bolted N 'L U-)_ to rail (TYP) - see ground = lug detail 1. Make: Orion Flashing for 6" Q�pFES$ O TR G Standoff (part#GR-HF) Ground trunk line to Drawn By: C SOtO 2. Length: 12° & Width: 8" bond all racking and to be /� Q Date Drawn: 6/9/16 3. Non -fading sealing collar. spliced with module ground N0. C70784 Z 4. Made of 6005 T5 aluminium. wiring for continuous array m W m EXP. 06/30/2097 grounding. � # Revision Date INT (v" rFOF CA�� Flashing Details Details 3 ():Grounding ATTACHMENT DETAIL NOT TO SCALE NOT TO SCALE STRUCTURAL ENGINEERING STAMP 4:4 Af Sheet # ROOF EXTERIOR HOUSE EXTERIOR �p Equipment Ground OPTIMIZER SolarEdee P300 Safety: IEC -62105-1, UL -1741 Operating Voltage:8V - 48V Max output Current:15A Max String Voltage:500 V Max String Power: 5250W JUNCTION BOX Weather -Tight NEMA 3R J -Box or Equivalent In Free Air (2) #10 AWG PV Cable (1) #6 AWG Bare C000er around DC CALCULATIONS 125 A # of Modules in String 1: 18 40 Conduit Run Q.PRO BFR -154 265 Peak Power - PMax: 265W Temperature Adder per NEC 310.15(B)(3)(c) 22 Max Power Voltage - Vmpp:30 8 V 62 Temperature Correction Factor per NEC 310.15(B)(2)(a) Max Power Current - Impp: 8,62A Number of Current Carrying Conductors 2 Short Circuit Current - Isc: 9.23 A. 1.0 Conductor Size Open Circuit Voltage- Voc: 38 V Conductor Ampacity at 90'C per NEC 310.15(B)(16) 40 Derated Conductor Ampacity Equipment Ground OPTIMIZER SolarEdee P300 Safety: IEC -62105-1, UL -1741 Operating Voltage:8V - 48V Max output Current:15A Max String Voltage:500 V Max String Power: 5250W JUNCTION BOX Weather -Tight NEMA 3R J -Box or Equivalent In Free Air (2) #10 AWG PV Cable (1) #6 AWG Bare C000er around DC CALCULATIONS 125 A Ambient Temperature °C 40 Conduit Run Roof Temperature Adder per NEC 310.15(B)(3)(c) 22 Temperature After Adjustment `C 62 Temperature Correction Factor per NEC 310.15(B)(2)(a) 0.65 Number of Current Carrying Conductors 2 Conduit Fill Correction per NEC 310.15(B)(3)(a) 1.0 Conductor Size 10 AWG Conductor Ampacity at 90'C per NEC 310.15(B)(16) 40 Derated Conductor Ampacity 26.0 Maximum Source Circuit Current in Amps 15 Maximum Circuit Current (125%) per NEC 690.8(A) 18.75 AC CALCULATIONS 125 A Ambient Temperature °C 40 Conduit Run Ext. Wall Temperature Adder per NEC 310.15(B)(3)(c) 0 Temperature After Adjustment °C 40 Temperature Correction Factor per NEC 310.15(B)(2)(a) 0.88 Number of Current Carrying Conductors 2 Conduit Fill Correction per NEC 310.15(B)(3)(a) 1.0 Conductor Size 10 AWG Conductor Ampacity at 75°C per NEC 310.15(B)(16) 35 Derated Conductor Ampacity 30.8 Maximum Source Circuit Current in Amps 16 Maximum Circuit Current (125%) per NEC 690.8(A) 20.0 Specified Circuit Breaker (OCPD) 20 EMT 3/4" I.D. Conduit: (2) # 10 AWG THWN-2 (1) # 8 AWG THWN-2 Ground INVERTER SE380OA-US Max DC Input Voltage: 500 V Nominal AC Power Output: 3800 W Nominal AC Output Voltage: 240 V Nominal AC Output Current: 16A Max Fuse (OCPD): 20A Ground -Fault Protection provided per NEC 690.35 UL -1741, & UL -16998 comp) Max Current (X 1.25) _ Inverter OCPD DC DISCONNECT ELECTRICAL NOTES ARRAY: 4770 WATTS DC -STC Itron AC Disconnect Solar Meter III I 30A 1. Solar Edge inverters are ungrounded and transformerless. The inverter and power optimizers must be supplied with an equipment ground as required by CEC 690.43 and sized according to CEC 250.122. 2. Solar Edge inverters operate with a fixed DC voltage that is regulated by the inverter. For a system connected to a 240Vac output, the DC input to the inverter operates at 350Vdc. 3. The Solar Edge inverter is supplied with a listed combined DC and AC disconnecting means fulfilling all requirements of CEC 690.35(A) and associated references to 690 Part III. 4. The Solar Edge power optimizer includes and internal current limiting function as described in 690.8(B)(2) and have been evaluated for continuous operation as permitted in Exception 1 of that Article. S. All exposed conductors including any conductors attached to the modules or added by the installer must be listed to UL Standard 4703 and be labeled PV Cable, PV Wire, Photovoltaic Cable, or Photovoltaic Wire as required by NEC 690.35(D). 6. Solar Edge power optimizers include automatic reverse current protection which prevents current from flowing from the inverter circuit back into the PV module. Since there are no other parallel connected sources of fault current between the module and the optimizers, no overcurrent devices are required in accordance with 690.9(A) exception A. 7. All Solar Edge inverters are UL 16998 certified, for arc fault detection and interruption compliance. All compliant inverters will have, "Type 1 Photovoltaic Arc Fault Circuit -Protection" printed on the inverter certification label. EMT 3/4" I.D. Conduit: (3) #10 AWG THWN-2 (1) #8 AWG THWN-2 Ground NOTES 1. All conduit runs are exterior to structure 2. Solar OCPD will be installed on the main service panel, at the opposite end from the main breaker. �I `- 125 A Main 125 Breaker New Main (N) Main Panel Rating (A) Service (N) Main Breaker Rating (A) Panel Total Solar Amps Allowed* (A) 225A BUS PV Breaker Size (A) 20 20 A 145 PV Q Breaker 0 - SUPPLEMENTAL 46 AWG ROUND RODS londing #6 AWG J - 6' MI SUPPLEMENTAL N GROUND ROD GRC MAIN PANEL CALCULATIONS Per 690.64(B)(7), 705.12 (E) Main Panel Rating (A) 125 (E) Main Breaker Rating (A) 100 (N) Main Panel Rating (A) 225 (N) Main Breaker Rating (A) 125 Total Solar Amps Allowed* (A) 145 PV Breaker Size (A) 20 Total Amps on Main Panel 145 *Main service panel with main breaker located at the center of panel may not use the 120% rule allowance. The combination of the breakers may not exceed the rating of the main service panel. Grounding Electrode Conductor Sizing* Service Rating (A) Copper GEC Size (AWG) 100 to 175 6 200 to 225 4 *TABLE 250.66 AND 310.15 (B)(7) CONTRACTORS W STATE LICENSE BOARD nL C Pat Hart License # 987868 Class: C-10 Electrical Contractor ELECTRICIAN STAMP suncrestsolar 420 E South Temple, Suite 280 Salt Lake City, Utah (800)376-4115 C Pat Hart License # 987868 Class: C-10 Electrical Contractor Worker's Compensation# Contractor Brokerage Service Inc. 9117096-15 The information contained in this drawing is the exculsive property of Suncrest Solar. Reproduction in whole or in part, without the express written permission from Suncrest Solar, is STRICTLY PROHIBITED SYSTEM INFORMATION SYSTEM SIZE: DC- 4.770 kW AC- 3.800 kW PV MODULE: 18 Q.PRO BFR -G4 265 INVERTER 1 SE380OA-US OPTIMIZER: 18 SolarEdge P300 Z _O Q J Q � Dl c� CD Z r - m Ln w _0 N r"I c/) Q m U UO U Q Q of C J M m O E O N E N_0 m > L U o Q O';tN E .. O r-'cz Ln co = m o Q Drawn By: C Soto Date Drawn: 6/9/16 # I Revision Date I INT Sheet # SIN