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EPM-4976-2016 Documents
Project Address Unit or Suite(s): sm luis C A OBISPO I F O R N I A BUILDING PERMIT Photovoltaic - Single Family EPM-4976-2016 Building & Safety Division • 919 Palm Street • San Luis Obispo, CA 93401-3218 1316 Diablo Dr Assessor's Parcel Number: 004-292-030 Project Description: SOLAR ROOF MOUNT 2.835 kW (9) PANELS (5) Legal Description: INVERTERS (1) AC DISC. Contractor SOUTHERN CALIFORNIA HOME IMPROVEMENT CENTER (Manually Verified): Business: (888) 577-6527 Owner: BASS VIRGINIA TRUST Mobile: ((81) 8) -304- Issuance Date: 9/8/2016 Fire Sprinklers: Stories 0.00 Code Year: 2013 Dwelling Units: Motel Rooms: Census: Construction Type: Occupancy: Dimensions Valuation Category: SQFT: Group Manual I Type Sq. Ft Factor Valuation $11,340.00 Fees Payments Fee Name Fee Amount Date Receipt # Amount Residential Photovoltaic System $157.00 9/8/16 8,463-09-08-2016 $157.00 Total Fees: $157.00 Total Paid: $157.00 Plan Check Account Payment by Contact Contact Name Account Name Status Total Credits Total Debits Account Balance Total Account Balance: Balance Due: $0.00 Legal Declarations #2 IDENTIFY WHO WILL PERFORM THE WORK 2a -CALIFORNIA LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of penury 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. #3 IDENTIFY WORKERS' COMPENSTATION COVERAGE AND LENDING AGENCY WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in section 3706 of the labor code, interest, and attorney's fees. 3a - WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. #4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am a CA Licensed Contractor. atu actor, Authoriz4cKAgent or Owner September 08, 2016 Date pool 1201 N- Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone:(714) 630-6100 Ron Lacher, R.C.E. STRUCTURAL ANALYSIS REPORT FOR SOLAR PANEL ADDITION AT THE BASS RESIDENCE 1316 Diablo Or San Luis Obispo, CA,93405-4845 FOR SOUTHERN CALIFORNIA HOME IMPROVEMENT CTR 14601 Anninta St Panorama City, CA, 91402-5901 BUILCI CPS _ LUIS 03I.JP0 THIS P1 TO `I TP' 'J ALL T'PiES CALL FCC _CTttJ �S AT LEAST 001E WORK!,IG CA', lil AIJ 64EBA41ri- 1b Plans sh, 11 not he c�-- °' cojjcC: 20jG&,6QhTjCftrMf)E 7-10, AND the BU'mg and �'�vi F.rprrval of plans shall not be construed to ee a Peru t fcr, or an approval of, any violation of any city or_iln:,M'P or <_.,..e i;VJ. mm 8/23/2016 6:19 PM BUILDING DIVISION Page1of13 y'� C \\pe-HV le\pool\P(cjeLtS Solar\2016\1092-I6 Residential\36-1092 SOLAR PANEL CALCS CITY 7 SAN LLJI"-Ogfl iR(fn3. 2016 Poo! POOL ENGINEERING INC. englneen-ng Location: San Luis Obispo, CA,93405-4845 Inc. Job# 16-1092 TABLE OF CONTENTS: General Notes By: M.Thompson Date: 8/2312016 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 8/23/2016 SAS, PM Page 3 of 13 \\Pe-file\pool\Projects Solar\2016\1092-16 Residential\16-1092 SOLAR PANEL CALCS ®Pool Engineering, Inc. 2016 pool POOL ENGINEERING INC. engineering Location: San Luis Obispo, CA,93405-4845 inc. Job# 16-1092 GENERAL NOTES: By: M.Thompson Date: 8/23/2016 1) REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER, ARCHITECT, OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR THE ACTUAL SITE CONDITIONS. 2) THESE STRUCTURAL CALCULATIONS ARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATERPROOFING, OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE AND/OR THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS.W ITH STATE AND LOCAL AMENDMENTS. 4) CONTRACTOR OR OWNER SHALL VERIFY AND IS ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS AT THE JOB SITE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES, OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. J 4.- BUILDIN 1 DIVISION 8/23/20165:19 PM CITY OF SAN Ll I ,(8aj p.t5pf,13 \\pe-file\pool\Projects Solar\2016\1092-16 Residential\16-1092 SOLAR PANEL CALCS V I J 601, E dg��iC.1�16 pool engineering Inc. Proiect Location: POOLENGINEERING INC. Location: San Luis Obispo, CA,93405-4845 Job# 16-1092 1316 Diablo Or San Luis Obispo, CA,93405-4845 Existina Residence: Roof Area: 2500 ft' Upper Floor Area: 1500 ft' Lower Floor Area: N/A Number of Stories: 2 Site Properties: PROJECT DATA: By: M.Thompson Date: 8/23/2016 Latitude: 35.269 Longitude: -120.7 Ss = 1.258 (g) 0.2s Spectral Response Acceleration S1= 0.475 (g) 1.0s Spectral Response Acceleration Site Class: 0 (ASCE 7-10, Section 11.4.2) Fa = 1.D0 Site Coefficient (ASCE 7-10, Table 11.4-1) Fv = 1.60 Site Coefficient (ASCE 7-10, Table 11.4-2) SDS = 0.8387 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sol = 0.5067 is Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-4) Wind Speed = 110 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: SOLAR WORLD Model: SW-315Mono Weight: 2.84 p.s.f. (including mounting system) Installed Area: 190.39 ft' Design Criteria: C.B.C. 2013 ASCE 7-10 Design Methodology: Per the exception in Section 3403.4 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" This calculation will verify whether or not the increased loads imposed by the addition, will result in an increase of 10% or less of a demand in the existing structure. If ithe demand increase is within 10% of the original demand -capacity ratio, no retrofit shall be required. 8/23/2016 5:19 PIA Page 7 of 13 \\pe-file\pool\Projects Solar\2016\1092-16 Residential\16-1092 SOLAR PANEL CALCS ®Pool Engineering, Inc. 2016 l POOL ENGINEERING INC. engineering Location: San Luis Obispo, CA,93405-4845 Inc- Job# 16-1092 GRAVITY LOADS: Roof Dead Load (Existin 6.0 p.s.f. Wood Shakes 1.5 p.s.f. 1/2" Ply. Sheathing 1.0 p.s.f. 2x6 Rafters @ 24"o.c 4.0 p.s.f. 5/8" Gyp. Board & Ceiling Framing 1.5 p.s.f. Misc. 14 p.s.f. Existing Roof Dead Load Tvoical Floor Dead Load (Existing - If Applicable): 7.5 p.s.f. Max. Floor Finish Weight 3.3 p.s.f. 11/8" SubBoor Sheathing 3.4 p.s.f. 2x Joists @ 16" o.c. 15.0 p.s.f. 2x Partitions (finished) 4.0 p.s.f. 5/8" Gyp. Board & Ceiling Framing 1.8 p.s.f. Misc. 35 p.s.f. Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.f. (Table 1607.1 of C.B.C. 2013) Floor Live Load (Existing- If Applicable): 40 p.s.f. (Table 1607.1 of C.B.C. 2013) Roof Dead Load (Proposed): 2.8 p.s.f. SOLAR WORLD SW-315Mono solar panels and mounting system 14 p.s.f. Existing Roof Dead Load 16.8 p.s.f. Proposed Roof Dead Load Roof Live Load w/ Solar Panels (Proposed): 0 p.s.f. (Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load = (DLroof+LLroaf) Area,00f 85000 lb. By: M.Thompson Date: 8/23/2016 Total Proposed Roof Load = (DI -proposed +Llproposed) Areap,ows�+ (DI -roof + LLroof) (Arearoof- Afeaproposed) 81734 Ib. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 HE "Le Results: NET DECREASE IN GRAVITY LOADS ==> OK c. L.; BUILDING 8/23/20165:19 PM CITY OF SA PaBe9of 13 \\pe-file\pool\Projects Solar\2016\1092-16 Residential\16-109250LAR PANEL CALLS ttN L'®Pbo7Errgu�@Srf� �016 l Inc.00L ENGINEERING INC. engineering Location: San Luis Obispo, CA,93405-4845 IIJob# 16-1092 LATERAL LOADS (Seismic): Seismic Desi¢n Parameters: I. = 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor p= 1 Redundancy Factor Sus = 0.839 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Sot = 0.507 Is Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Site Class: D (ASCE 7-10, Section 11.4.2) Risk Cat.: II (ASCE 7-10, Table 1.5-1) SDC = D Seismic Design Category (ASCE 7-10, Tables 11.6-1 and 11.6-2) Base Shear Governin¢ Equations: T= CL (h.) Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) where: Cf = 0.02 x = 0.75 hn = 32 (ft.) Height to Highest Level T= 0.269 (s) TL = 8.00 (s) Long -Period Transition Period (ASCE 7-10, Fig.22-16) Cs= (SDS Ie)/R Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-2) = 0.129 Cs_max = (SDS Ie)/(T R) Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-3) 0.479 (Cs_min)I = 0.010 Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5) (Cs_min)2 = 0.0441 SDS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.022 (Cs_min)3 = (0.5 S1 le)/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.037 Cs = 0.129026 Seismic Base Shear (ASCE 7-10, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables By: M.Thompson Date: 8/23/2016 8/23/2016 5:19 PM Page 10 of 13 \\pefile\pool\Projects Solar\2016\1092-16 Residential\16-1092 SOLAR PANEL CALCS ®Pool Engineering, Inc. 2016 + pool POOL ENGINEERING INC. By: M.Thompson engineering Location: San Luis Obispo, CA,93405-4845 Date: 8/23/2016 Inc. Job# 16-1092 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k = 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) EXISTING STRUCTURE Level Story Height (ft) hx(ft) Story Area (ft') Story Seismic Mass (psf) W. (k) x Wx hx wx hxk F; (K) Vi (K) EWi hki Roof 16 25 2500.0 14.0 35 875 0.65 7.33 7.33 Upper 9 9 1500.0 35.0 52.5 472.5 0.35 3.96 11.29 Lower 0 0 N/A N/A N/A 0 0.00 0.00 0.00 Existing Base Shear = 11.29 PROPOSED STRUCTURE Level Story Height hx(ft) Story Area Story Seismic Panel Area Panel Seismic Wx(k) k Wxhx Wx hxk Fi(K) Vi(K) (ft) (ft) Mass s lFl (ft'1 Mass (psf) k FW h' Roof 16 25 2500.0 14.0 190.4 2.8 35.5 888.54 0.65 7.42 7.42 Upper 9 9 1500.0 35.0 N/A N/A 52.5 472.5 0.35 3.94 11.36 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 = 0.62% Results: INCREASE LESS THAN 10% ==> OK Proposed Base Shear= 1� 1.36 1 � S b 0 / .. 8/23/2016 5:19 PM LJILOINC; OI;/j`jjv}Nge11of13 \\pe-file\pool\Projects Solar\2016\1092-16 Residential\56-1092 SOLAR PANEL CALCS STY OF SAN �_�tjr�E,g i nmtf hrr�l6 pool POOL ENGINEERING INC. engineering inc. Location: San Luis Obispo, CA,93405-4845 Job# 16-1092 WIND UPLIFT ANCHOR DESIGN: Simolified Procedure for Components and Cladding: (Sec. 30.5. ASCE 7-10 V = 110 mph (basic wind speed) Exp. Cat. = C exposure category (Section 26.7, ASCE 7-10) A = 1.45 Adjustment Factor for Building Height (Figure 30.5-1, ASCE 7-10) K, = 1 Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roof 0 = 22.7 deg Area = 190.4 sq.ft. pn�o = 31.9 p.s.f Net Wind Design Pressure, Eqn. 6-2, ASCE 7-10 p. = AKrtP„n30 = (1.45)(1)(31.9 p.s.f.) = 46.255 p.s.f. By: M.Thompson Date: 8/23/2016 (pnO)d�ign = 46.3 p.s.f. Design Wind Uplift Pressure on Components and Cladding (16 p.s.f. min. per Sec. 30.2.2, ASCE 7-10) Connection to Existing Roof Framing: FS= 1 A.b = 19.5 sq.ft. D= 2.8 p.s.f. W= 46.3 p.s.f. P„r= FS'Aay'(0.6D-0.6W) (additional factor of saftey applied to withdrawal force) (panel area tributary to each lag screw) (panel dead load) (design wind pressure) = (1)(19.5 sq.ft.)[(0.6)(2.8 p.s.f.)-D.6)(46.3p.s.f.)j = 509.41b. (withdrawal force applied to each lag screw) DIAi,g 5/16 in. (lag screw diameter) Da„= 2.50 in. (lag screw penetration into existing framing member) W = 266 lb./in. (lag screw reference withdrawal design value - NOS Table 11.2A, G=0.50) Co = 1.6 (load duration factor, 2012 NDS) 4 = 0.7 W' = Co C,' W = (1.6)(0.7)(266 lb./in.) = 297.92 lb./in. (adjusted withdrawal value) Paiia„,= D,�n'W' =(2.5 in.)(297.92 lb./in) = 744.8 lb. Results: DEMAND = 509.4 lbs. < CAPACITY = 744.8 lbs. ==> OK 8/23/20165:19 PM Page 12 of 13 \\pe-fle\pool\Projetts Solar\2036\3092-16 Residential\36-1092 SOLAR PANEL CALLS ®Pool Engineering, Inc. 2016 pool engineering inc. POOL ENGINEERING INC. Location: San Luis Obispo, CA,93405-4845 Job# 16-1092 SUMMARY: GRAVITY LOADS: DECREASED BY -4% ==> OK LATERAL LOADS: INCREASED BY 0.62% < 20% ==> OK By: M.Thompson Date: 8/23/2016 WIND UPLIFT: DEMAND = 509.4 Ibs. < CAPACITY = 744.8 Ibs. ==> OK USE 5/16in. DIAMETER LAG SCREWS @ 72in. O.C. W/ 2.5in. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 8/23/2019 PM 131JILDA6:' C!1V' ;`4113 of 13 \\pe-file\poop00T` or. l\Projects Solar\2016\1092-16 Residential\36-1092 SOLAR PANELCALCS CSI t + S,�"J Popl 6rlgi-tP,9g,�¢ QtS 4' ROOF ST.U. — A ..ARM KACKJYG NCHOR POINT ONCHOR POINT - UI Stoke — 5/l6 FalNess mxl Ekneu W wcns K' o.c � wM 3' pM�aBm nw eaiaunR Irmeq ni"nOs. et exry LereVRtiM NNe legtolls \�� � A�uahnt \ kw rodlmiN�q a PNCHOR POINT __.nip—. \ \ `�N HOR POINT SYSTEM WEIGHT vises ARRAY 162SQ.FT. ma,ku"mPa SOLAR WORLD LM VLES H .w G. sni mw 3.1 LBS / SQ. FT. ROOfTrdc fit. .6LBS / SQ. FT. TOTAL LEIS / SQ. FT. v�exalrs - 3.7 LBS / SQ. FT. ss uc aCowwP l__ , I�e�a ma. nwMk 2" x 6" 24" O.C. — SWaz Palls Ceiling _. h (E)DYIMNEY (E) SKY LJGHT I 17" o 5 73 (N)SO1 RMODULES 135' -- (E) % LIGHT / (N) J BOX 2Br 0 �/ � • (N)]p EMi 0 (E) MN SERWE PANEL T(N)X DISCONNECT it S E REV (OP OCe lO !: Pmpo ANY -`— Engineednq. Inc SINGLE PHASE 120120 MAIN SERVICE Del IN AMP MAIN BREAKER IBNPRn1A FMII 2 POLE 1$AMP PV METIR (E)200AMP6UBRANEL BACKFEDCIRCUIT Iwnee..errroel BREAKERFURTNEST AWAY FROM MAIN 0I,5 ONE LINE DIAGRAM 9 Solar MOGUIes UHM0 AM THINN4 (1) #W NUI TRAL (1) eR GRWxD (2N10 AWO THAN-2 31P ENT (1)#10NOETMI (1) RI GROUND 114- MIT BARE fR COXTIXWY GROUND DNOFRNRMY ON WG ANN 1NYERTER TO PANEL I911nrre I�)'Eoox I I inl Sys omOi Y[SOY Mxro meen snlflP err 11 los cesYlMmwesl NEWRAL oMa: NI ww x wc'.. GRWNDING ELECTRODE rote:.. a rca on ne P—whip ual nc x auvrat s a'urrle uaorgyauscmn� PJ MODULE RATING 0 STC SOURCE COMBINER RATINGS COISGONNECT RATINGS SYSTEM SUMMARY MODULE MFR SOLAR WORLD FUSE VALUES PER STRING. SOURCE SIGN ON DC DISCO DISCO AIAP RATING 30 A MAIN SERVICE 200 A MODULE MODELS SW 315 W MW0 PRATING 1W A OPERATINGCURRENT NA q DISCO VOLT RATING 24D V IMUTH 170 OPEN CIRCUIT VOLTS 45.6 V OLTRATING 240 V OPERAIINGVOLTS NA V OCPDAMP RATING 30 A PV TILT 18 ° OPERATINGVOLTS 36S V -MAX SYS VOLTS NA V OCPD VOLT RATNG 24D V UNSHADED 90 % INVERTER RATINGS SHORT CIRCUIT CURRENT NA A ROOFSLOPE 18 OPERATING CURRENT 9,35 A MAX DC VOLT RATING 55 V SHORT CIRCUIT CURRENT 8,71 A MAX POWFR@40'C 500 W SERVICE PANEL RATINGS 81DAM FEEDERS 30FEET MAX SERIES FUSE(OCPO) 25 A NOMINALACVOLTS 240 V SERVICE VOLTS 240 V SYSTEM TYPE GROUNDED MAXPOVJER 25'C 315 w I MAXAC CURRENT 2.08 A MAIN OCPD AMP RATING 150 A PV ARRAY INFORMATION OTY OF MODULES IN SERIES 9 SOURCE CIRCUIT CONDUCTOR TYPE (OUTSIDE CONDUIT) USE-2 X FVWIRES X OTY OF PARALLELCIRCUITS 1,00 SOURCE CIRCUIT CONDUCTOR TYPE (INSIDE CONDUIT) THWN-2 X XHHWO RHM, 0.5E2 SOURCE CIRCUIT CONDUCTOR SIM(SEE NOTES FOR ARRAY HARE) 10 AM OCPD: OVER CURRENT PROTECTION IF CONDUIT TO RUN INSI DE BUILDING IT W LL BE ENCASED IN METALLIC CONDUIT • MAX VOLTAGE WITH 2T F TEMP CORRECTION LEGAL OWNERS: COMIIMCTOR OF RECORD: CONTACT IMFORI "M: STTE ADDRESS! Virginia Bass Southern California Home Improve JESUS PEREZ 1316 Diablo Dt. 14601 Arminta St. Panorama Ca 9 818,251.0752 San Luis OGspo Ca Agu tj Phone: 818.3040810 Fax: 81ffgV12 UcII803729 J BUILDING CITY Oil S vv -j SPG) GENERAL NOTES • All field Installed juatiah , pull and outlet bores located behind modules or panels shall be accessible directly or by displacement a module(s) or panels) secured by removable fasteners. 2010 California Residential Code (CRC) requires that Smoke alarms and Carbon Monoxide alarms be retrofitted into the exlsmg dwelling. These Smoke alarms are required to be in all bedrooms, outside each bedroom, and at least one on each floor of the house. Carton Monoxide alarms are required to be retrofitted outside each bedroom and at least one on each floor of the house. These alarms may be solely battery operated if the Photovoltaic project does not involve the removal of interior wall and ceiling finishers inside the home, otherwise, the alarms must be hard wired and interconnected. Provide a note stating that any conductors exposed to sunlight shall be listed as sunlight resistant. (NEC 300.6 Cl, 310.8 D) Where DC conductors are run inside the building (or attic), may shall be contained in a metal raceway. (NEC 69D.31 E) PG&E will W notified In for to use and activiation of any solar system. System will be commissioned by owner par Interconnection Agreement. All exterior conduits will be 3/4 EMT, painted to match building with exterior primer and UV paint All interior conductors will b s labeled every 5 feet as: "Caution DC Circuit". System will not W energoed prior to PG&E approval. A ladder (or means to roof access) will be on site and placed for each inspection. • The Solar PV system shall follow th Sate Fire Marshall Guideline (Cal Fire) in partnership with local fire department. Particular attention to access and pathway requirements (Cal Fire, local fire). Please note final adequate spacing must be maintained between any plumbing sewer vents exteMirg through the roof and the urderstd2 of the Photovoltaic panels (6" minimum recommended). Attention to markings and labeling requirements on plaque dean page. Place reflective tape on me corners of all panels that intrude into hips or valleys that may cause a trip hazard to firefighters. • Installation will comply with articles 250, 310. anti 690 of 2013 CEC, CEC 310, and 690. • Note on the plans that the photovoltaic inverter will be listed as UL 1741 compliant. (NEC 690.4 D) • All exterior conduit, firings, and boxes, shall be rain tight and approved for use in wet locations • Please provide a note stating that the waking clearances around the existing electrical equipment as well as the new electrical equipment will be maintained in accordance, with NEC 110.26 • All metallic raceways and equipment shall be bonded and electrically continuous manufacturers instructions, such mat the roof covering shall serve to protect the Wilding or structure CBC-1503. All components of the photovoltaic system are negatively grotatill In one and two family dwellings, live pans in PV source circuits and PV output circuits over 150 volts to around shall not be accessible to order than qualm oeW" rson3Trhile smirmoed. • "Installers" of the equipment and wiring and Interconnections shall be installed by "qualified persons" . NEC 690.4 E + plumbing fixtures are to be retrofitted to comply with new requirements for water conservation. Toilets are to be 1.28 gpf; single shower heads less than or equal to 2.0 gpm; residential lavatories to provide less than or equal to 1.5gpm; and kitchen fnucels to provide less than or equal to 1.8gpm; as required be Section 303.11 CallGmmn and CA Civil Cade 1101.1 et.Seq. Unless otherwise sapecified, not less than 30 inches in depth, width, add height of working space and PIwh0m shall be provided to service mechanical appliances. No PV module shall encroach in this space, except s if the equipment listing a provided that shows the required clearance around and above this unit may W lass than required above UMC 305 and and NEC 11026 Circuit breakers serving PV System to be legibly, durably, permanently anti indelibly marked CEC 11012(3). The Solar PV system will be installed in accordance with article E90 of the NEC and 2013 CBC. Grounding conductors smaller than M6 AWG must be protected from physical damage by a raceway, cable armor or enclosure in protected hollow spaces of Building Framing CEC 250.120 ( C ). All wiring materials shall be suitable for sun exposure and wet locations. Solar pv installation will not obsWct any plumbing, mechanical or building roof vents Roof coverings shall W designed, installed and maintained in accordance with both this code and approved PV modules and associated equipment shall be protected from any physical damage. each module shall be grounded using the supplied connection point identaied on the module and the manufactures instructions All components are UL listed and CEC cenifred where wamamed. I the existing main service Panel does not have a ground rod UFER it is the PV contractors responsibility to install a supplemental grounding electrode. In buildings service grounding electrode must be verged at the time of inspection. Buildings with a d eta is water pipe as the sole grounding electrode require a supplemental electrode to W installed At point of disconnect a sign shall be mounted, "WARNING- ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. ' signs shall be Posted adjacent to each PV disconnect to indicate "PHOTOVOLTAIC SYSTEM" • Removal of a PG&E - interactive inverer or other equipment shall not disconnect the bonding exnmleclian between the grounding electrode conductor ant the photovoltaic source and lot output circud grounded conductor LEGAL OWNERS: CONTRACTOR OF RECORD: CONrKf llsrOgM11T10N: 511E ADDRESS: owis" By: Virginia Bass Southern California Home Ira ment Center JESUS PEREZ 1316 Diablo Dt. JESUS 14601 Addenda St. Pan a 91402 818,251,0752 San Luis Obispo Ca 93405 PEREZ PG 3 Phone:818.304.0810 tax: 183040812 LicR803729 r. CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN 0 0 D � 1- Main Service Panel 0 2-AC Disconnect 3- Solar Modules 4 Micro InVeltele 3,4 o 0 L2 PLAQUE SPECIFICATIONS 7" 5" 114" LEI I LHIR ,tom--� OPERATING CURRENT 10.4 A MAX SYSTEM VOLTS 264 V OPERATING VOLTS 240 V SHORT CIRCUIT CURRENT 13 A 5" WARNING DC DISCONNECT ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OFF POSITION 1 3" ~ AT DISCONNECT CAUTION: SOLAR CIRCUIT DISCONNECT FOR 1" a. Bell background with while levering UTILITY OPERATION I 318" Lettering b. 3le' lager height c All capital letters C. Anal u similar font CAUTIONSOLAR SYSTEM a. Weather resistant material ti.e. engraved plastic) WARNING ELECTRIC SHOCK HAZARD. THE DC CONNECTED AT MAIN SERVICE CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM AT EACH JUNCTION BOX FAULT IS INDICATED, NORMALLY GROUNDED ARE UNGROUNDED AND MAY BE ENERGIZED. CONCUCTORS MAY BE UNGROUNDED AND CAUTION: SOLAR CIRCUIT AT JUNCTION BOXES ENERGIZED. WARNING INVERTER OUTPUT CONNECTION, DO ATiNG NOT RELOCATE THIS OVERCURRENT DEVICE. IAT SOLAR BREAKER LEGAL OWNERS: CONTRACTOR OF RECORD: CONTACT INFORMATION: WE ARDRESS, losumi Virginia Bass Southern California Home nter JESUS PEREZ 1316 Diablo DI. JESUS 14601fivinnintaSt.loamoranjor%oa91402 818.251,0752 San Luis Obispo Ca 93405 PEREZ PG 4 Phone:818.304.0810 F . 3040812 Lice 803729 BUILD IRIc: gVIS1 N CITY OF S MODULE OPERATING CURRENT (IMPP) = 8.71 A NUMBER OF STRINGS TO INVERTER = 1 INVERTER MAX INPUT CURRENT = 12 A 9.20A<12 A. OK MODULE OPERATING VOLTAGE (VMPP)= 36.5 V NUMBER OF MODULES IN EACH STRING - 1 (1)36.5 V=36.5V INVERTER OPERATING INPUT RANGE= 22V - 45 V MODULE VOC = 45.6 V NUMBER OF MODULES IN EACH STRING = 1 (1) 45.6 = 45.6 V VOLTAGE TEMPERATURE CORRECTION FACTOR = 1.12 45.6 V (1.12)= 51.07 V INVERTER MAX INPUT VOLTAGE = 55V 51,07 V < 55V , OK MODULE ISC = 9.35A 9.35 A (1.25)(1.25)=14.609 A (ISC) MODULES SSERIES FUSE RATING = 25A 14,609 A < 25A , OK NUMBER OF STRINGS TO INVERTER =1 (1)9.35 A=9.35A 9.35 A (1.25)= 11.69 A INVERTER OUTPUT CURRENT =2.08A 2.08A (5XI.25)= 13 A [IC) USE (1) 15A BREAKER SERVICE PANEL BUS RATING=(E)200 A SERVICE PANEL MAIN OCPD = (E)150A 150A + (1) 15 A INVERTER OCPD = 165 A 200A BUS (1.2) = 240A 165A < 240A ok WIRE CALCULATIONS ON THE ROOF AND FROM JUNCTION BOX TO INVERTER: EXPOSED TEMPERATURE = 29 C TEMPERATURE ADDER FOR CONDUIT OFFSET FROM ROOF = 33 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 29 C + 33 C = 62 C = 0.58 SELECT WIRE SIZE WITH AMPACITY GREATER THAN 13A, USE 10 AWG COPPER WIRE WITH AN AMPACITY OF 30A BELOW THE ROOF AND FROM THE INVERTER TO MAIN PANEL EXPOSED TEMPERATURE = 29 C ADJUSTMENT FACTOR PER TABLE 310.16 FOR 90 C INSULATED CONDUCTOR AT 29 C =1.00 IC = 15A 15.000/1.00 = 15A SELECT WIRE SIZE WITH AMPACITY GREATER THAN 15.00A, USE 10 AWG WIRE WITH AN AMPACITY OF 30A LEGAL OWNERS: I CONTRACTOR OF RECORD: CONIAa MFORMATION: SUE ADDRESS: DRAWNSY: Virginia Bass Southern California Home lmpmveM V,4,QoMer JESUS PEREZ 1316 Diablo Of. JESUS 14601 Annima St. Panorama Ca 2 818.251.0752 San Luis Obispo Ca 93405 PEREZ PG 5 Phone:818.304.0810 Fax: 818M40812 LiW 803729 TUV Power controlled: Lowest measuring tolerance in industry Every component is tested to meet 3 times IEC requirements Designed to withstand heavy accumulations of snow and ice Sunmodule Plus: Positive performance tolerance 25-year linear performance warranty and 10-year product warranty World -class quality Fully -automated -production lines and seamless monitoring of the process and mate- oe �M J•--- rial ensure the q b7thal� c°pfh�anygs�5s Vsls� n In mark for its sites worldwide. l.^ SolarWorld Plus-Sortir"g"jiM hl6—e`t��r(ef�ici�mcyySklyry fIdonly the liversmodules cc us th ��y ffg ggt a�teo rip pual t¢ a( pate rated ower❑. UIL�iI�h �� ,I I ° l i ilk OR!Po eve ••ir °ns• tF1'njoyij^f1 or�i'adu£4�rf�i'rtno ai prodLdt w�rrrlt Iii�il� f yf� hV 781-71&C) 'in accordance with the applicable Solar World Limited Warranty at purchase. wvlotffi�rfRrllil.��./��rraptt^. C�2d cr alter-, , "nut 3uftlorizatlon from the Building and a AI F visor Alt ,,oval of plans shall not be construed to ne a pe—ji t far, or an approval of, any violation of any city ord:ne,�c? r �tr !a',v, solarworld-corn CEin the course GSISM On tlescommon f.VEL Quality modules mode In Gemrony ' BUILDING DIVISIO CITY OF SAN LU!S OBI i Sunmodule%Pro-Series X SW 315-320 MONO PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' L SW 315 SW320 Maximumpower Pm„ 315Wp 320 W'p Open circuit voltage V. 45.6 V 45.9 V Maximum powerpoint voltage V, 36.5 V 36.7 V Short circuit current I„ 9.35 A 9.41 A Maximum powerpoint current Imw. 8.71A 8.78A Module efficiency 4m 16,03% 16.28% Measuring tolerance (P,,,,) traceable to TU V Rheinland: +/d%(TUV Powerrcontrolled) 'STCa000W/cur, 25'C AM 15 PERFORMANCE AT R00 W/M2, NOCT, AM 1.5 SW 315 SW320 Maximumpower Pm„ 240.9 Wp 2444 Wp Open circuit voltage Va 39.8 V 40.1 V Maximum powerpoint voltage V, 33.6V 33.8V Short circuit current 11C 7,77A 7.82A Maximum powerpoint current 1.11 718A 7.18A Minor reduction in efficiency under partial load conditions at 25' C at 200 w/mi 100%(+/2%) of the STC efficiency (1000 W/m') Is achieved. I 1000 w/chi DIMENSIONS COMPONENT MATERIALS Soo w/m' Length 781S in(1985 mm) Cells per module 72 Width 38,98 in (990 Inch) Cell type Mono crystalline v 600 W/m' Height 1,81 in (46 mm) Cell dimensions 156 from x 156 mm IF Act) w/cur Frame Clear anodized aluminum Front 3.2 min Tempered glass Weight 49.61bs (22.5 kg) (EN 12150) 200 W/m1 IOOw/mi THERMAL CHARACTERISTICS ADDITIONALOATA Moaul. vsllM V., NOCT 46'C Powersorting -0 Wp/*S Alp Tarr 0.042%/K 1-8ox IP65 All units provided are imperial. Si units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. TC V,,, -0.304%/K Connector KSK4 TCP„w-043%/K Modulefrreperformance (UL 1703)Type I PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION Maximum system voltage SC Il/NEC 1000 V Maximum reversecurrent 25A Load/dynamic load 113/64 pail (5.4/2 4 kN/m') Numberof bypass diodes 3 Operating range -40' C to+85' C cut, (ISnI 18 in. (46mm1 098 in,(25mm) W 1 5 0 6056U511-2014 SOLARWORLD MODULE TYPES May 19, 2014 I Issue:1027 Module Typing of SolarWodd Modules SolarWorld has completed the spread of flame fire performance testing of our photovoltaic modules to classify them to the updated UL1703 standards. When combined with Class Amounting systems our modules meet the photovoltaic fire system rating of Class A. Module Types There are up to 15 different module types classified by UL. Types are defined by their construction characteristics such as glass thickness, EVA thickness, back sheet thickness and fire performance. Testing Criteria For Class A testing (the most stringent) the module is positioned to simulate mounting to a ballasted system or sloped roof at 22-degrees and exposed to calibrated flame and wind from a standard distance. The flame is continuously applied to the bottom of the modulefor 10 minutes. Passing Criteria In order to pass the spread of flame test: No part of the module can be blown or falloff the deck in the form of flaming or glowing brands No portion of the module or roof deck that forms part of the building can fall away in the form of glowing particles The flame cannot spread laterally on the top surface or intermediate channel such as the space between the module and a roof Flame may not spread beyond the specified distance: TESTING CLASS Class A ............................................................................................................................................................................... Class 8 ............................................................................................................................................................................... Class C FLAME SPREAD DISTANCE (ft) 6 8 13 FLAME SPREAD DISTANCE (m) 7.82 1.4 3.9 Results Sunmod ule Plus and Pro -Series: Type 1 a s Sunmod ule Pro -Series XL: Type 1 0 Sunmodule Protect:Type 3 When combined with a Class Amounting system our modules meet the photovoltaic fire system Class A requirement. o 3 APsystems 004 ALTENERGY POWER DIMENSIONS Leading the Industry in Solar Microinverter Technology Our flagship product, the APsystems YC500A is a grid -tied microinverter with intelligent networking and monitoring systems to ensure maximum efficiency. Highly dependable and cost effective, the YC500A handles up to 31OW modules with negligible clipping, delivering 25OW AC per module with dual MPPT. Half the inverters and half the installation means real cost savings for residential and commercial customers. INPUT DATA (DC) Recommended PV Module Power Range (STC) MPPT Voltage Range Maximum Input Voltage Maximum Input Current OUTPUT DATA (AC) Rated Output Power Maximum Output Current Nominal Output Voltage/Range - 240V Nominal Output Voltage/Range - 208V Nominal Output Frequency/Range Power Factor Total Harmonic Distortion Maximum Units Per Branch EFFICIENCY Peak Efficiency CEC Weighted Efficiency" Nominal MPP Tracking Efficiency MECHANICAL DATA Storage Temperature Range Operating Temperature Range Dimensions (WxHxD) inches Dimensions (WxHxD) mm Weight Enclosure Rating Cooling FEATURES & COMPLIANCE Communication Warranty Emissions & Immunity (EMC) Compliance Safety Class Compliance Grid Connection Compliance Specifications subject to change without notice - please ensure you are using the most recent update found at www APsystems.com 180-31OW 22-45V 55V 12AX2 SCOW 2.08A @ 240V 2.4A @208V 240V/211V-264V* 208V/183V-229V' 60Hz/ 59.3-60.SHz' >0.99 <3% 7 per 20A @ 240V 6 per 20A @ 208V 95.5% 95% 99.5% -40OF to +185°F (-40°C to +85°C) -40°F to +1490F (-40°C to +65`C) 8.75" x 6.5" x 1.1" 221mm x 167mm x 29mm 5.5 Ibs (2.5kg) NEMA 6 Natural Convection - No Fans Power line (PLC) 10 years standard, extendable to 25 years FCC PART 15, ANSI C63.4 2003, ICES-003 UL 1741, CSA C22.2, No. 107.1-01, NEC2014 690.12 IEEE 1547 ' Programmable per customer and utility requirements. All settings UL approved "CEC registered as Altenergy Power System Inc. 12.715 © All Rights Reserved 600 E, cW,n Ave NE, Suite 200, Seattle, WA 98110 1 844.666 1035 I APsystems.com *,.4 APsyste ms • A L T E N E R G Y P O W E R Product Data Sheet DU221 RB Safety Switch, 30A, Non -Fusible, 2-Pole ® eounwe a by Schneider EI.,,r C List Price $177.00 LSD Availability Stock Item: This item is normally stocked in our distribution facility. Technical Characteristics Number of Poles 2-Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Wire Size #14 to #8 AWG(AI/Cu) Action Single Throw Ampere Rating 30A Approvals UL Listed File Number E2875 Enclosure Rating NEMA 3R Enclosure Type Rainproof and Sleet/loe proof (Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non -Fusible Mounting Type Surface Shipping and Ordering Category 00106 - Safety Switch, General Duty, 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTIN 00785901490340 Package Quantity 1 Weight 4.62 lbs. Availability Code Stock Item: This item is normally stocked in our distribution facility. Returnability Y Country of Origin MX As standards, specifications, and designs change from time to time, please ask for confirmation of the information given in this document. 0 2010 Schneider Electric. All rights reserved. Schneider {}Electric February 20, 2015 Everest Solar Systems, LLC 3809 Ocean Ranch Blvd, Suite III Oceanside, CA 92056 Attn: Andy Neshat RE: CrossRail PV Panel Mounting System Evaluation To whom it may concern: CR 150220CA 13:112 moment ENGINEERING+ DESIGN WWW.MSEOLLC.COM Per your request, Moment Engineering + Design has performed a comprehensive structural analysis of the Everest Solar CrossRail Solar PV Mounting System for typical installations in the State of California. When installed per the conditions and design criteria described herein, the CrossRail Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Design Reference Documents 0 2013 Triennial Edition of Title 24, California Code of Regulations Based on 2012 International Building Code & 2012 International Residential Code o ASCE/SEI 7-10 - Minimum Design Loadsfor Buildings and Other Structures 0 2010 Aluminum Design Manual, by the Aluminum Association o Section and materials data provided by Everest Solar Systems Rail section properties appear in the appendix to this report Overview The CrossRail PV-panel roof mounting system consists of extruded aluminum support rails spanning between points of attachment on an existing roof structure. This analysis is limited to capacity of the CrossRail only. Attachment of the CrossRail Mounting System to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional where required by the local authority having jurisdiction. Methods & Design Parameters Applicable combinations of dead, wind, snow, and seismic loads were evaluated in accordance with current code requirements to determine allowable rail span lengths, based on assumptions of single -span conditions and allowable deflection of L/60. Design wind pressures were determined using Components and Cladding calculations in Chapter 26-30 of ASCE 7-10, using the loading parameters listed below. Configurations not conforming to these parameters will require additional analysis. Calculation of applicable roof snow load should be based upon ground snow load maps and equations and factors of ASCE 7-10, Chapter 7 and applicable sections of the 2013 CBC. For designated Case Study areas noted in the 2013 Triennial Edition of Title 24, California Code of Regulations, refer to local jurisdiction requirements for snow moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS 0 Fairfax, VA 22030 0 Phone: 703-998-23500 Weh: w .msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20, 201S • PAGE 2 OF 3 CK 150220(,A 13-1 42 and wind load determination. Seismic criteria were considered per provisions of ASCE 7-10 Chapter 13 with parameters specified below. While seismic effects did not appear to govern the capacity of this system, applicable seismic detailing requirements should be satisfied when installed per the manufacturer instructions and additional installation notes specified herein. Loading Parameters: o Ground snow load: Varies o Ultimate 3-second gust wind speed (V): 110-170 mph o Building roof mean height: 30 ft. or less o Roof wind pressure region: Zone 1 - Zone 3 o Structural risk category: 11 o Wind exposure: B, C, D o Seismic site class: D o Seismic design category: A through E 0 0.2s MCER ground motion parameter (Ss): Not to exceed 2.000 o is MCER ground motion parameter (Si): Not to exceed 1.2S0 o Component importance factor (1p): 1.0 o Component acceleration factor, (ap): 1.0 o Component response modification factor (RP): 1.5 o Panel orientation: Portrait or Landscape o Panel installation angle: Flush with roof slope o Roof slope (0): 0-7", >7-27°, >27-45" Design Results The allowable span lengths of the system are principally controlled by applicable wind and snow loads to the structure. Refer to the CrossRail span tables in the appendix to this document for recommended rail configurations based on combinations of these loading parameters. Note that reaction loads provided in the attached tables are only applicable when used with the corresponding span length recommendations provided therein. These reactions may be scaled linearly when shorter spans are used. Installation Notes The following guidelines apply to all installations using the CrossRail product line: • Tables assume two independent support rails per row with either panel orientation. • Maximum end cantilever of aluminum support rail shall not exceed one-third (1/3) of allowable span in the roof wind pressure zone of the cantilever. • Rails shall be continuous (not spliced) over a minimum of two supports. • Installation over roof overhangs or within 10" of any roof edge is not advised. • Observe all local jurisdictional requirements regarding roof setback requirements. • Ensure that actual span length does not exceed capacity of roof attachment. moment ENGINEERING + DESIGN 1OS30 Warwick Ave, Suite C5 0 Fairfax, VA 22030 0 Phone: 703-998-23500 Web: www.msegllcxom CROSSRAIL MOUNTING SYSTEM EVALUATION CRisa„oc,+13:n2 Feb 20, 2015 • PAGE 3 OF 3 Summary This assessment has provided design validation for code -compliant installations of the CrossRail PV Mounting System in the State of California. For the configurations and design loadings noted previously, the attached span tables represent maximum span lengths based on allowable stresses and deflection criteria. For all other configurations, refer to Everest Solar Systems for engineering support. This report does not provide analysis of roof attachment hardware, nor of any existing structures, as may be required by the local authority having jurisdiction. We appreciate the opportunity to have assisted you with this project. Should you have any further questions regarding this analysis, please feel free to contact us by phone or email. Best Regards, fExp.* NTRI(;2\C60695 12-31 Shawn P. Kelley P.E. Principal moment ENGINEERING + DESIGN snkell eyP msegllc.com moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5 0 Fairfax, VA 22030 0 Phone: 703-998.23500 Web: www.msegUc.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w APPENDIX: PAGE 50F 37 Feb 20, 2015 Table 5: Maximum Span Length (in.) - Wind Exposure C Condition Exposure Ultimate C Wind Rail Type Roof Snow Load (psf) Speed, V 0 10 20 30 40 50 110 __ X80 128 118 108 99 87 _ 78 X48 94 88 81 72 63 56 115 X80 128 118 108 _- 99 87 78 X48 92 88 81 72 63 56 120 X80 _. 128 118 108 99 87 78 N X48 89 88 Sl 72 63 56 130 X80 123 117 107 99 87 78 w X48 84 84 80 72 63 56 140 X80 117 115 106 99 87 78 c c X48 79 79 79 71 63 56 3 X80 109 109 104 97 87 78 o X48 75 75 75 69 63 56 z X80 102 102 102 96 87 160 _ - -70 _68- .62 _78 X48 70 70 56 170 X80 -.__-__ 96 __.______—____._._.---__---____-__- 96 96 94 86 78 _.. X48 66 66 66 66 61 56 110 X80 115 115 108 99 87 78 X48 79 79 79 72 63 56 115 __ X80 110 110 _.. 108 -----72 99 ----._.. 87 78 ------_. ° n X48 75 75 75 75 72 63 56 O ry 120 -_ X80 105 ._---------- 105 105 99 87 78 °p N X48 72 72 72 72 63 56 CA v 130 X80 _ 97 97 _97 _ 97 _87 78 w X48 66 66 66 66 63 56 140 X80 90 90 90 - 90 __..__.._-----_. 87 78 a X48 61 61 61 61 61 56 3 w X80 _ 84 _ _ 84 84 84 - 84 78 01 X48 57 57 57 57 57 56 160 X80 78 78 78 78 78 78 X48 54 54 54 54 54 54 170 __ X80 _ 74 74 74 74 74 74 X48 50 50 50 50 50 50 110 _. X80 -. 93 93 93 93 87 78 X48 64 64 64 64 63 56 115 .. X80 - 89 _ 89 89 89 87 _. 78 X48 61 61 61 61 61 56 m 120 X80 _-___ 85 85 --- 85 --__ 85 -_----- 85 78 N X48 58 58 58 58 58 56 130 X80 __.. 79 79 --- 79 --. 79 79 - 78 - w X48 54 54 54 54 54 54 140 X80 73 73 73 73 73 73 a X48 50 50 50 50 50 50 3 150 X80 68 _ 68 _ 68 68 _68 _ 68 01 X48 46 46 46 46 46 46 160 X80 64 64 64 64 64 64 X48 43 43 43 43 43 43 170 X80 60 60 _ 60 _ 60 60 60 X48 41 41 41 41 41 41 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION 'CR150220112w APPENDIX: PAGE 6 OF 37 Feb 20, 2015 Table 6: Maximum Uplift (lb.) - Wind Exposure C Condition Exposure Ultimate Wind Roof Snow Load (psf( C Rail Type Speed, V (mph) 0 10 20 30 40 50 X80 -489 -449 -411 -378 -331 -298 110 _ _. X48 -361 -337 -308 -273 -239 -215 X80 -539 -495 -453 -416 -365 -328 115 X48 -385 -371 -339 -301 -263 -237 X80 -591 -542 -496 -457 -400 -360 120 _ i0 X48 -409 -406 -372 -330 -289 -260 X80 -675 -639 -596 -543 -475 -428 130 X48 -459 -459 -439 -392 343 -309 a X80 -750 -737 -679 -636 -557 -501 140 X48 -510 -510 -509 -454 -402 362 3 X80 -812 -812 -776 -724 -580 o 150 X48 -555 -555 -555 _. _.-644 -515 -465 _ -419 %80 -870 -870 -870 -816 -738 -664 160 X48 -594 -594 -594 -579 -527 -480 X80 -926 -926 -926 -909 -827 -753 170 _.. X48 -633 -633 -633 -633 -588 -544 X80 -768 -768 -716 -659 -577 -520 110 X48 -523 -523 -523 -476 -417 -375 X80 -805 -805 -787 -724 -634 -571 ° 115 X48 -551 -551 -551 -523 -458 -412 O ~ X80 -843 -843 -843 -793 -694 -625 120 _ °p N X48 -577 -577 -577 -573 -501 451 4A X80 -917 -917 -917 -917 -820 -738 a 130 X48 -627 -627 -627 -627 -592 -533 C X80 -991 -991 -991 -991 -957 -861 a c_ 140 X48 -677 -677 -677 -677 -677 -622 3 X80 -1065 -1065 -1065 -1065 -1065 -992 0 150 X48 -727 -727 -727 -727 -727 -717 z %80 -1139 -1139 -1139 -1139 -1139 -1134 160 X48 -777 -777 -777 -777 -777 -777 X80 -1212 -1212 -1212 -1212 -1212 -1212 170 X48 -827 -827 -827 -827 -827 -827 X80 -954 -954 -954 -954 -886 -798 110 X48 -652 -652 -652 -652 -640 -576 X80 -999 -999 -999 -999 -972 -875 115 _ X48 -683 -683 -683 -683 -683 -632 X80 -1044 -1044 -1044 -1044 -1044 -955 120 N X48 -713 -713 -713 -713 -713 -690 X80 -1135 -1135 -1135 -1135 -1135 -1126 130 v X48 -775 -775 -775 -775 -775 -775 %80 -1224 -1224 -1224 -1224 -1224 -1224 a c 140 X48 -836 -836 -836 -836 -836 _.. -836 3 X80 -1314 -1314 -1314 -1314 -1314 -1314 o 150 X48 -897 -897 -897 -897 -897 -897 z %80 -1404 -1404 -1404 -1404 -1404 -1404 160 X48 -958 -958 -958 -958 -958 -958 X80 -1494 -1494 -1494 -1494 -1494 -1494 170 X48 -1019 -1019 -1019 -1019 -1019 -1019 It10ment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w APPENDIX: PAGE 7 OF 37 Feb 20, 2015 ' Table 7: Maximum Downforce (lb.) - Wind Exposure C Condition Exposure Ultimate C Wind Rail Type Root Snow Load (psf) Speed, v m h 0 10 20 30 40 50 110 X80 365 472 616 742 848 942 X48 269 353 461 536 612 680 115 X80 365 472 616 742 848 942 X48 261 353 461 536 612 680 120 X80 365 472 616 742 848 942 N X48 253 353 461 536 612 680 3 X80 374 484 627 750 848 942 130 _..._____--. _. ___.___._ _ _..___.. ...._....___.__. _.. _ X48 254 348 470 542 612 680 v 140 _ X80 __.... 397 508 ----- 649 778 _..__ __ 848 __----_-. 942 - - X48 270 352 486 555 612 680 3 X80 418 519 674 796 857 942 00 150 _ X48 286 355 483 566 619 680 X80 434 517 692 814 884 942 160 _. _ X48 297 354 473 578 632 680 170 X80 453 520 684 832 905 957 X48 309 355 467 580 644 691 110 _ X80 329 463 616 742 848 942 X48 224 315 449 536 612 680 115 X80 _ _ _-___--_ 314 442 616 742 -_- 848 942 _ n N %48— 215 302 4311 536 612 680 C) 120 %80 300 422 603 742 848 942 ~ o H X48 205 289 412 536 612 680 130 X80_ - 294 403 569 735 848 942 C X48 201 275 389 502 612 680 v 140 X80 306 398 552 705 848 942 _ C 5 X48 209 272 377 482 600 680 3 X80 320 397 541 684 828 942 z 150 ..- ---- X48 - _ 219 ----. 271 369 _._-------- 467 - 565 680 X80 333 397 531 665 800 942 160 _. _ X48 227 271 363 454 546 646 170 X80 347 399 525 651 778- 904 _ X48 237 272 358 445 531 617 110 X80 266 374 534 699 848 942 X48 182 256 365 478 612 680 115 __ X80 254 358 510 668 848 942 X48 173 244 349 456 596 680 m 120 _ X80 _._ 243 342 489 640 835 942 N X48 166 234 334 437 570 680 130 _. X80 239 326 461 596 769 942 w X48 163 223 315 407 525 648 X80 248 323 448 573 713 880 a` X48 169 220 306 391 487 601 3 w 150 X80 260 323 ..._._ 439 556 672 __._. 820 z X48 178 220 300 379 459 560 160 X80 271 322 431 _ 541 650 768 X48 185 220 294 369 443 524 170 X80 _ 282 324 427 529 632 734 X48 193 221 291 361 431 501 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION 'CR150220112w APPENDIX: PAGE 8 OF 37 Feb 20,2015 Table 8: Maximum Shear (lb.) - Wind Exposure C Condition Exposure Ultimate C Wind Rail Type Roof Snow Load (psf) Speed, V (mph) 0 10 20 30 40 50 110 X80 9 36 59 78 89 _ 99 X48 6 27 44 56 64 71 115 X80 9 36 59 78 _.. 89 99 X48 6 27 44 56 64 71 120 X80 9 _ 36 59 78 89 99 N X48 6 27 44 56 64 71 X80 8 36 59 78 89 99 130 _ _ w X48 6 26 44 56 64 71 140 X80 8 35 58 78 _. 89 99 c X48 5 24 43 56 64 71 3 X80 7 34 57 77 89 99 o 150 X48 5 _ 23 41 55 _ 64 .. 71 s X80 7 31 56 76 89 99 160 _. _ _ _ _. X48 5 21 38 54 64 71 X80 6 30 53 74 88 99 170 _ _ X48 4 20 36 52 63 71 X80 8 36 59 78 89 99 110 _ _ _ _ _ X48 5 24 43 56 64 71 X80 7 34 59 78 89 99 ° 115 X48 5 _ 23 _. 41 56 _ _. 64 _ _ _ 71 Or X80 7 32 58 78 89 99 °p N 120 _ X48 5 22 _. 39 _ _ 56 _ 64 _ 71 v X80 7 30 53 76 89 99 G130 X48 4 _ 20 36 52 64 71 X80 6 28 49 71 89 99 a o 140 X48 4 _._.... 19 34 48 63 71 3 X80 6 26 46 66 86 99 001 150 X48 4 18 31 45 59 71 z X80 5 24 43 62 81 99 160 X48 4 16 29 42 55 68 X80 5 23 40 58 76 93 170 X48 3 15 28 40 52 64 X80 6 29 51 74 89 99 110 X48 4 20 35 50 __. 64 71 X80 6 27 49 70 89 99 115 X48 4 19 33 48 63 71 X80 6 26 47 67 88 99 c 0 120 X48 4 18 32 46 60 71 X80 5 24 43 62 81 99 a 130 X48 4 17 29 42 55 68 X80 5 22 40 57 75 92 v 140 X48 3 15 27 39 51 63 $ X80 5 21 37 54 70 86 0 150 X48 3 14 25 37 48 59 X80 4 20 35 50 65 81 160 X48 3 13 24 34 45 55 X80 4 18 33 47 62 76 170 X48 3 13 22 32 42 52 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w APPENDIX: PAGE 17 OF 37 Feb 20, 2015 ' Table 17: Maximum Span Length (in.) - Wind Exposure C Condition Exposure Ultimate Wind Roof Snow Load (psf( C Rail Type Speed, V 0 10 20 30 40 50 110 .. X80 127 118 97 8174 64 X48 95 89 77 66 58 52 115 _. X80 - 124 117 97 81 71 64 X48 93 88 76 66 58 52 120 X80 122 116 97 81 71 64 r0 X48 91 87 75 66 58 52 X80 118 113 95 81 71 64 130 _ ----------------.- - ----------- -- --- w X48 86 85 74 65 58 52 14 X80 114 111 - 93 81 71 64 a c X48 82 82 72 64 58 52 3 X80_ ill 108 91 80 71 64 w 00 15 _ .. X48. ._ 78 78 70 62 57 52 z X80 105 105 89 79 71 64 160 _ _- X48 73 73 68 61 56 52 170 _ X80 99 99 87 78 70 64 X48 68 68 66 60 55 51 110 X80 116 116 __- 97 81 71 64 X48 80 80 77 66 58 52 115 __ X80 ill ill 97 _ _ 8_1 _ 71 _ 64 N X48 77 77 76 66 58 52 Or N 120 -_ X80 _ 106 ----------_ 106 97 __._. - 81 ._... -------- 71 64 ----_... H X48 73 73 73 66 58 52 A °1 130 -. X80 98 _ .___.. 98 95 81 71 64 0 m X48 68 68 68 65 58 52 K X80 91 91 91 8- 71 64 v S 140 X48 63 63 63 63 58 52 3 150 _. X80 85 __ _ 85 85 — 80 - -- 71 ---- 64 0 X48 58 58 58 58 57 52 X80 80 80 80 79 71 64 160 _ _ X48 55 55 55 55 55 52 170 _ X80 75 _,- 75 75 _- _ 75---,-- 70 _ 64 X48 51 51 51 51 51 51 110 _ X80 _ 95 95 95 81_ 71_... 64 X48 66 66 66 66 58 52 115 -_ X80 91 91 91 81 71 64 X48 63 63 63 63 58 52 rn 120 X80 87 87 87 81 71 64 0 X48 60 60 60 60 58 52 81 81 81 81 71 64 130 .. _X80 _ X48 55 55 55 55 55 52 140 X80 75 __.. 75 75 _._ _ 75 71 64 v 5 X48 51 51 51 51 51 51 3 X80 70 70 70 70 70 64 0 150 X48 48 --48- 48 48- 48 48--- 160 X80 65 65 65 65 65 64 X48 45 45 45 45 45 45 170 X80 62 62 62 62 62 62 X48 42 42 42 42 42 42 IIIOIIIent ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com CROSS"ll. MOUNTING SYSTEM EVALUATION CR150220112w APPENDIX: PAGE 18 OF 37 Feb 20, 2015 Table 18: Maximum Uplift (lb.) - Wind Exposure C Condition Exposure Ultimate Wind Roof Snow Load (psf) C Rail Type Speed, V mph 0 10 20 30 40 50 X80 -442 -412 -338 -282 -247 -222 110 _.. _ X48 -331 -309 -270 -231 -202 -182 X8O -479 -451 -374 -312 -273 -246 115 X48 -359 -338 -295 -255 -224 -201 X80 -516 -489 -408 -342 -299 -269 120 _.... _._ X48 -386 -366 -319 -280 -245 -220 X80 -592 -568 -475 -405 -355 -320 130 _ m X48 -433 -425 -369 -326 -291 262 X8O -672 -653 -547 -476 -416 -375 a a 140 X48 -481 -481 -422 _ -375 -340 -307 3 X8O -753 -734 -618 -544 -481 -433 o 150 X48 -527 -527 -475 -424 -386 -354 X8O -817 -816 -693 -613 -550 -095 160 X48 -564 -564 -529 -475 -434 -403 X80 -873 -873 -771 -685 -623 -563 170 _ X48 -602 -602 -585 -528 -485 -451 X80 -734 -734 -615 -513 -449 -404 110 X48 -506 -506 -491 -420 -368 -331 X80 -771 -771 -675 -563 -493 -444 ~ 115 X48 -533 -533 -532 -461 -404 -363 0 I.- X80 -808 -808 -736 -616 -539 -486 0 120 X48 -558 _.. -558 -558 _. -504 -442 -398 A m X8O -881 -881 -852 -727 -636 -573 LL 0 N 130 X48 -607 -607 -607 -584 -521 -469 X8O -954 -954 -954 -849 -743 669 0 a C 140 X48 -657 -657 -657 -657 -607 -548 3 X8O -1027 -1027 -1027 -970 -856 -771 0 150 X48 -706 -706 -706 -706 -688 -631 X8O -1099 -1099 -1099 -1090 -978 -880 160 X48 -755 -755 -755 -755 -755 -716 X8O -1171 -1171. -1171 -1171 -1101 -996 170 _ X48 -803 -803 -803 -803 -803 -797 X8O -909 -909 -909 -772 -676 110 _-609 X48 -626 -626 -626 -626 -553 -498 X8O -953 -953 -953 -845 -740 -666 115 X48 -656 -656 -656 -656 -606 -546 X8O -997 -997 -997 -923 -808 -728 c 120 N X48 -686 -686 -686 -686 -662 -596 X80 -1085 -1085 -1085 -1085 -953 -858 130 X48 -745 -745 -745 -745 -745 -703 v a X80 -1173 -1173 -1173 -1173 -1110 -1000 140 X48 _ -805 -805 -805 -805 -805 -805 3 X80 -1261 -1261 -1261 -1261 -1261 -1151 001 150 X48 -864 -864 -864 -864 -864 -864 X80 -1348 -1348 -1348 -1348 -1348 -1312 160 X48 -923 -923 -923 -923 -923 -923 X8O -1435 -1435 -1435 -1435 -1435 -1435 170 X48 -982 -982 -982 -982 -982 -982 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w APPENDIX: PAGE 19 OF 37 Feb 20, 2015 Table 19: Maximum Downforce (lb.) - Wind Exposure C Condition Exposure Ultimate Wind Roof Snow Load (psfl C Rail Type Speed, V (mph)0 10 20 30 40 50 110 X80 379 465 532 569 626 695 X48 284 349 424 466 512 569 115 -_ X80 401 481 549 583 626 695 X48 300 360 432 477 512 569 120 __ X80 422 _ ----.. 496 __ 564 ----. .. 597 _. __ _.------- 632 695 ------- . rev X48 316 371 440 489 518 569 X80 467 528 589 627 659 695 130 ------.-_ ------ -___._ _---------__ _.---- m X48 342 396 457 504 539 569 _ X80 514 562 615 660 688 718 d X48 368 415 475 520 562 588 3 X80 563 594 642 689 718 745 o 150 X48 394 427 493 536 577 610 s X80 598 626 670 715 751 775 160 _ X48 413 433 511 553 593 630 170 X80 629 639 700 742 783 807 X48 434 441 531 572 610 646 110 __ X80 _ 346 456 532 569 626 695 _ X48 239 314 424 466 512 569 115 ._. X80 357 455 __.3 549 __._._ 583 ._._ _ 626 695 N__..- X48 247 315 432 477 512 569 O N 120 X80 367 455 564 597 632 695 ~ n H X48 253 314 428 489 518 569 A °' P� 130 X80 -... 388 _ 457 589 627 ___-__-- 659 695 _ - -- - O w X48 267 315 420 504 539 569 C X80 461 602 660 688 718 a c 140 X48 _ _409 282 _ 317 ..____._ 414 ------------.._ 511 562 ---. 588 3 150 X80 431 467 598 689 718 745 %48 296 321 411 502 577 610 160 _.- X80 453 475 598 715 751 775 X48 311 326 411 495 580 630 170 _. X80 477 495 601 717 783 807 X48 328 333 412 492 572 646 110 _. X80 285 375 522 569 626 695 X48 196 258 360 461 512 569 115 X80 294 375 516 583 626 695 X48 202 258 355 452 512 569 M 120 X80 302 _ 374 509 597 632 695 N X48 208 257 350 443 518 569 130 __ X80 _ 319 -__. .__. 376 - 500 _. 625 _. _. _---------- 659 695 m X48 219 258 344 429 515 569 X80 336 379 495 611 688 718 n`. X48 231 260 340 419 498 _ 578 3 150 X80 354 384 492 600 708 745 0 X48 243 263 337 412 486 560 160 X80 373 390 492 593 695 _ 775 X48 255 268 337 406 476 545 170 _ X80 392 399 494 589 685 780 X48 269 273 338 404 469 534 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite C5 - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com CROSSR,AIL MOUNTING SYSTEM EVALUATION CR1S0220112w APPENDIX: PAGE 20 OF 37 Feb 20, 2015 Table 20: Maximum Shear (lb.) - Wind Exposure C Condition Exposure Ultimate C Wind Rail Type Roof Snow Load (psf) Speed, V (mph) 0 10 20 30 40 50 110 X80 36 152 223 267 305 339 X48 27 114 178 219 250 278 X80 35 151 223 267 305 339 115 X48 26 113 175 219 250 278 120 X80 35 149 222 267 305 339 N X48 26 112 173 219 250 278 X80 33 146 218 267 305 339 130 X48 24 109 169 215 250 278 a a X80 32 143 214 267 305 339 140 X48 23 106 165 210 249 278 3 X80 31 139 209 265 305 339 o 150 X48 22 100 161 206 245 278 X80 30 135 205 261 305 339 160 X48 21 94 156 202 241 276 X80 28 128 200 256 304 339 170 X48 19 88 152 197 236 271 X80 33 149 223 267 305 339 110 X48 23 103 178 219 250 278 X80 31 143 223 267 305 339 N 115 X48 22 99 _.__. 175 219 _ .__. 250 278 O {� N X80 30 137 222 267 305 339 120 X48 21 95 168 219 250 278 n m X80 28 126 218 267 305 339 LL C H 130 .. X48 _.. 19 87 155 __. _._._.. 215 250 _____ 278 O a X80 26 117 209 267 305 339 p� 140 X48 18 81 144 207 249 278 3 X80 24 110 195 265 305 339 o 150 X48 17 75 134 193 245 278 z X80 23 103 183 261 305 339 160 X48 16 71 126 _ 181 236 276 X80 21 97 172 248 304 339 170 X48 15 66 118 170 222 271 X80 27 123 219 267 305 339 110 X48 19 85 151 217 250 278 X80 26 118 209 267 305 339 115 X48 18 81 144 207 250 278 X80 25 113 201 267 305 339 N 120 X48 17 77 138 198 250 278 X80 23 104 185 266 305 339 3 130 X48 16 71 127 183 239 278 v a X80 21 97 172 247 305 339 a 140 X48 15 66 118 170 221 273 3 X80 20 90 160 231 301 339 o 150 X48 14 62 110 158 206 255 X80 19 84 150 216 282 160 X48 13 58 103 148 193 _339 239 X80 17 80 142 204 266 328 170 X48 12 54 97 139 182 224 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: w .msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w Exposure umma[e Wind Rail Type Roof Snow Load (psf) C Speed, V APPENDIX: PAGE 290E 37 Feb 20, 2015 110 _. __ X48 86 84 71 63 57 52 X80 113 106 89 77 67 60 115 _. X48 85 82 70 62 57 52 X80 ill 104 88 77 67 60 120 ._._._.69 - .__ -_62 ___.. N X48 83 80 62 56 52 130 X80 —---------.- 107 _-__.__..__-_ 101 85 --------------------- 75 67 60 X48 80 77 67 60 55 51 X80 103 97 83 74 67 60 140 c X48 77 73 65 58 54 50 3 150 X80 100 94 81 72 66 60 o X48 72 70 63 57 53 49 z X80 97 91 79 71 65 60 160 __ _ X48 68 67 61 55 51 48 X80 92 88 77 69 64 59 170 ... _.__--- ----__ ---__.-- ----_---.. ._._..__._------ X48 65 65 59 54 50 47 X80 115 108 90 77 67 60 110 X48 86 84 71 63 57 52 X80 113 106 89 77 67 60 115 __ _.. ry X48 85 82 70 62 57 52 X80 ill 104 88 77 67 60 120 N X48 83 80 69 62 56 52 130 X80 107 101 85 75 67 60 m X48 79 77 67 60 55 51 a X80 103 97 83 74 67 60 140 -- --_._.. _--- - -- - __ - - - --- ------ --.__.-_.. X48 73 73 65 58 54 50 3 150 _. X80 98 94 81 72 66 60 �60 X48 68 68 63 57 53 49 X80 92 91 79 71 65 60 160 _. X48 64 64 61 55 51 48 X80 87 87 77 69 64 59 170 -- _.. -_____.. -. _ _. X48 60 60 59 54 50 47 X80 115 108 90 77 67 60 110 X48 86 84 71 63 57 52 X80 113 106 89 77 67 60 115 m X48 85 82 70 62 57 52- 120 X80 ill 104 88 77 67 _ 60 H X48 83 80 69 62 56 52 130 X80 107 101 85 75 67 60 w X48 79 77 67 60 55 51 a` X80 103 97 83 74 67 60 140 - -- -- - _ - _ X48 73 73 65 58 54 50 3 150 X80 98 94 -- 81 72 66 60 -49 0 X48 68 68 63 57 53- X80 92 91 79 71 65 60 160 _ X48 64 64 61 55 51 48 X80 87 87 77 69 64 59 170 -. _. X48 60 60 59 54 50 47 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.conn CROSSRrtIL MOUNTING SYSTEM EVALUATION 'CR150220112w APPENDIX: PAGE 30 OF 37 Feb 20, 2015 Table 30: Maximum Uplift (lb.) - Wind Exposure C Condition Exposure Ultimate Wind Roof Snow Load (psf) C Rail Type Speed, V (mph) 0 10 20 30 40 50 X80 -448 -420 -349 -298 -261 235 110 _ _ X48 -335 -326 -278 -246 -223 -200 X80 -482 -454 -378 -328 -287 -258 115 ti X48 -361 -350 -300 -267 -243 -220 %80 -518 -489 -409 -359 -314 -283 r0 120 X48 -388 -375 -323 -289 -263 -241 X80 -593 -559 -474 -418 372 -335 130 _ —..__ a X48 -444 -425 -371 -333 -305 -283 e. X80 -670 -632 -540 -480 -436 -392 140 X48 -499 -476 420 -380 _-349 -325 3 X80 -750 -705 -608 -543 -494 -453 0o 150 X48 -542 -527 -469 -426 _.._ -394 ---- -368 z X80 -832 -677 -608 -556 -515 160 _-779 X48 -585 -579 -519 -475 -440 -412 X80 -747 -674 -618 -575 170 _..-898 ,,.-851 X48 -627 -627 -568 -522 -486 -457 X80 -530 -497 -412 -353 309 -278 110 _ X48 -397 -385 -329 -291 -263 -237 X80 -569 -447 -387 339 305 115 _-536 _ X48 -426 -413 -354 -315 -287 -260 v X80 -612 -577 -484 -424 -371 -334 � 120 _ _ 0 X48 -459 -443 -382 -341 -311 -285 X80 -700 -661 -559 -494 -440 -396 130 v X48 -515 -502 -438 -394 -360 -334 a X80 -788 -743 -635 -564 512-461 -� 140 X48 -557 -557 -493 -446 -410 - -382 X80 -866 -828 -714 -637 -581 -532 00 150 X48 -600 -600 -551 -501 -463 -432 z X80 -930 -915 -796 -714 -653 -606 160 X48 -642 -642 -610 -558 -517 -484 X80 -992 -992 -791 -726 -675 170 _-878 X48 -684 -684 -668 -614 -571 -536 X80 -530 -497 -412 -353 -309 -278 110 X48 -397 -385 -329 -291 -263 -237 X80 -569 -536 -447 -387 339 -305 115 _ X48 -426 -413 -354 -315 -287 -260 m X80 -612 -577 -484 -424 -371 -334 120 0 X48 -459 -443 -382 -341 -311 -285 X80 -700 -661 -559 -494 -440 -396 v 130 X48 -515 -502 -438 -394 -360 -334 a X80 -788 -743 -635 -564 -512 -461 c 140 X48 -557 -557 -493 -446 410 -382 3 X80 -866 -828 -714 -637 -581 -532 00 150 X48 -600 -600 -551 -501 -463 -432 X80 -930 -915 -796 -714 653 -606 160 X48 -642 -642 -610 -558 -517 -484 X80 -992 -878 -791 -726 -675 170 _-992 X48 -684 -684 -668 -614 -571 -536 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR150220112w APPENDIX: PAGE 31 OF 37 Feb 20, 2015 Table 31: Maximum Downforce (tb.)- Wind Exposure C Condition Exposure Litimate Wind Roof Snow Load (psf) C Rail Type Speed, V Inn,0 10 20 30 40 50 110 _. X80 503 521 559 586 608 632 X48 377 404 445 484 518 539 115 X80 534 541 576 607 626 649 X48 400 417 457 495 530 553 120 _ X80 565 561 593 628 645 666 H X48 423 430 469 505 540 568 130 .. X80 -__.-_ 630 _.. _.. __ 601 _____ 630 . _-- 662 _ -- 684 _____ 701 _. _.. i X48 472 457 493 528 561 592 a 140 X80 698 658 668 697 728 741 X48 519 496 519 552 583 613 3 X80 767 721 706 732 760 782 o 150 _ _ X48 554 540 545 576 606 634 X80 840 785 746 769 795 822 160 X48 596 584 571 601 629 657 170 X80 ___..___._.____.__ 898 851 787 808 831 856 .____. X48 627 627 599 627 654 680 110 X80 503 521 559 586 608 632 X48 377 404 445 484 518 539 115 __. X80 534 541 576 607 626 649 ry X48 400 417 457 495 530 553 X80 565 561 593 628_ 666_ N 120 _--- X48 423 430 469 505 _645 _ 540 568 130 X80 630 601 630 662 - 684 701 X48 464 457 493 528 561 592 a` 140X48 X80 698 658 668 697 728 741 494 494 519 552 583 613 3 X80 754 721 706 732 760 782 moo 150 _ ____.- X48 _ _ _____- 522 522 ___.. 545 _. 576 _____ 606 634 160 _ X80 798 785 746 769 795 822 X48 551 551 571 601 629 657 170 _ X80 844 844 787 808 831 856 X48 582 582 599 627 654 680 110 X80 - _____. 503 521 559 -445- 586 608 __-_ _ 632 _ X48 377 404 484 518 539 115 X80 534 541 576 607 626 _ 649 m X48 400 417 457 495 530 553 120 X80 565 561 593 628 645 666 N X48 423 430 469 505 540 568 X80 630 601 630 662 684 701 130 _ v X48 464 457 493 528 561 592 v 140 X80 698 658 668 697 _ 728 741 5 X48 494 494 519 552 583 613 3 150 X80 754 721 706 732 760 782 z X48 522 522 545 576 666 634 160 X80 798 785 746 769 795 822 X48 551 551 571 601 629 657 170 X80 844 844 787 808 831 856 X48 582 582 599 627 654 680 moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: w .msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION 'CR150220112w APPENDIX: PAGE 32 OF 37 Feb 20, 2015 Table 32: Maximum Shear (lb.) - Wind Exposure C Condition Exposure ultimate C Wind Rail Type Roof Snow Load (psf) Speed, V (mph) 0 10 20 30 40 50 110 X80 43 183 269 331 379 420 X48 32 141 215 274 323 359 X80 42 179 266 331 379_ 420 115 X48 31 138 211 270 321 359 120 X80 41 176 263 331 379 420 N X48 31 135 208 267 317 359 X80 40 170 257 326 379 420 130 v X48 30 129 201 260 310 355 a 140 X80 38 164 250 319 378 420 X48 28 124 194 253 303 348-- 3 X80 37 159 244 313 372 420 o° 150 X48 27 119 188 _ 246 296 _ 341 z X80 36 153 237 306 366 418 160 X48 25 114 182 239 289 334 X80 34 148 231 300 359_ 412 170 X48 24 109 176 233 282 327 X80 43 183 269 331 379_ 420 110 X48 32 141 215 274 323 359 X80 42 179 266 331 379 420 115 X48 31 138 211 270 321 359 N X80 41 176 263 331 379 420_ � 0 120 .. X48 31 135 208 267 _ 317 359 T X80 40 170 257 326 379_ 420 130 X48 29 129 201 260 310 355 v d X80 38 164 250 319 378 420 c 14 X48 27 123 194 253 303 348 3 X80 37 159 244 313 372 420 60 150 X48 25 115 188 246 296 341 z X80 34 153 237 306 366 418 160 X48 24 108 182 239 289 334 X80 32 147 231 300 359 412 170 X48 22 101 176 233 282 327 X80 43 183 269 331 379 420 110 X48 32 141 215 274 323 359 X80 42 179 266 331 379 420 115 X48 31 138 211 270 321 359 M X80 41 176 263 331 379 420 0 120 X48 31 135 208 267 317 359 T X80 40 170 257 326 379 420 N 130 X48 29 129 201 260 310 355 w a X80 38 164 250 319 378 420 140 X48 27 123 194 253 303 348 3 X80 37 159 244 313 372 420 00 150 X48 25 115 188 246 _ 296 341 X80 34 153 237 306 366 418 160 X48 24 108 182 239- 289 334 X80 32 147 231 300 359 412 170 X48 22 101 176 233 282 327 IIIOIIIent ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com CROSSRAIL MOUNTING SYSTEM EVALUATION CR1502201619112 Table 37: CrossRail Section Properties X48 X80 (unit) Cross Sectional Area (A) 0.7130 0.7770 (inA2) Moments of Interia: Principal (Ix) 0.2518 0.8000 (in A4) Secondary (ly) 0.2306 0.1970 (in A4) Section Modulii: Principal(Sx) 0.2457 0.5290 (inA3) Secondary (Sy) 0.2966 0.2514 (in A3) Material: AL EN AW 6063-T66 AL 6005A-T61 AL 6005-T5 AL 6061-T6 Note: Material selection is region dependent. Analysis based on worst -case. APPENDIX: PAGE 37 OF 37 Feb 20, 2015 ' moment ENGINEERING + DESIGN 10530 Warwick Ave, Suite CS - Fairfax, VA 22030 - Phone: 703-998-2350 - Web: www.msegllc.com October 7, 2013 ~' a Everest Solar Systems, LLC moment 3809 Ocean Ranch Blvd, Suite 111 Oceanside, CA 92056 Attn: Andy Neshat RE: CrossMook PV Panel Mounting System Evaluation To whom it may concern: Per your request, Moment Structural Engineering Group has performed a comprehensive structural analysis of the Everest Solar TileHook 3S Solar PV Mounting System. When installed per the conditions and design criteria described herein, the TileHook 3S Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Note that this report supersedes any previous analyses of the TileHook 3S system. Design Reference Documents o 2010 Triennial Edition of Title 24, California Code of Regulations (2010 CBQ • Based on 2009 International Building Code and 2009International Residential Code o ASCE/SEI 7-05 - Minimum Design Loadsfor Buildings and Other Structures o AF&PA - NOS 2005 - National Design Specification for Wood Construction 0 2010 Aluminum Design Manual, by the Aluminum Association o Load test data provided by K2 Systems International o Section and materials data provided by K2 Systems International Overview The TileHook 3S roof mounting system consists of extruded aluminum supports and bases providing points of attachment for a PV assembly to an existing structure. Attachment of the TileHook mounting system to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional where required by the local authority having jurisdiction. Fastener withdrawal forces and/or deflection of the hook assembly limit the allowable loading for the apparatus for all load cases. Refer to the figures in the appendix to this document for recommended configurations based on these parameters. Installation Notes The following guidelines apply to all installations using the TileHook system: • TileHook bases require anchorage with two 5/16" diameter stainless steel tag screws into existing framing. Minimum depth of thread embedment is eight times the screw diameter. • Refer to manufacturer guidelines for installation of panel support rails and connective hardware. The use of hot dipped galvanized or stainless steel fasteners is advised. moment STRUCTURAL ENGINEERING GROUP, LLC. 10530 Warwick Ave, Suite CS 0 Fairfax, VA 22030 0 Phone: 703-998-23500 Web: www.msegffc.com TILE HOOK 3S MOUNTING SYSTEM EVALUATION Oct 7,2013•PAGE 2OF3 • Install TileHook 3S assembly with sufficient clearance under hook to prevent deflection of assembly into roof tile. • Refer to allowable loading table and load -deflection chart for recommended design values. Note that withdrawal or permanent deformation of hook can occur if recommended values are exceeded. Summary This assessment has provided design validation for code -compliant installations of the TileHook 3S mounting system. For the configurations and design loadings noted previously, the attached represent the maximum allowable loads and recommended deflections. For all other configurations, refer to Everest Solar Systems for engineering support This report does not provide analysis of any existing structures, as may be required by the local authority having jurisdiction. We appreciate the opportunity to have assisted you with this project Should you have any further questions regarding this analysis, please feel free to contact us by phone or email. N K �! * 12-31— U Shawn P. Kelley, P.E. Principal moment STRUCTURAL ENGINEERING GROUP, LLC. spkelley(o)msegllc.com moment STRUCTURAL ENGINEERING GROUP, LLC. 10530 Warwick Ave, Suite CS 0 Fairfax, VA 22030 0 Phone: 703.998-23500 Web: www.mseglic.com TILE HOOK 3S MOUNTING SYSTEM EVALUATION Figure 1: TileHook 3S - Allowable Loading Al towable load Recommended load (stress -limited) (deflection -limited)` lbs. Ibs. Uplift 279 N/A Downforce 1097 486 Lateral 400 201 Figure 2: TileHook 3S: Load -Deflection Diagram ot Downforce 600 - Uplift 500 — Lateral • Recommended values 400 0.50 -0.40 0.30 -0.20 -0. 100 200 v 0 300 v m �a 400 500 Oct 7, 2013 • PAGE 3 OF 3 0.10 0.20 0.30 0.40 0.50 Deflection (in) Notes, Calculation of design loads to TileHook 3S should be based upon equations and factors of the 2010 CBC and ASCE 7-05. Allowable loading to bracket governed by fastener withdrawal. Recommended loading based on Y4" downward deflection of hook Project designer to determine if site conditions permit the use of alternative de0ection limits. Anchorage calculations are based on 5/16" diameter stainless steel lag screws with 8D minimum thread embedment into existing Douglas Fir roof framing (SG=0.50). Allowable uplift loads on fasteners include a load duration factor of 1.6 for loads combinations including wind effects. moment STRUCTURAL ENGINEERING GROUP, LLC. 10530 Warwick Ave, Suite CS 0 Fairfax, VA 22030 0 Phone: 703.998-23500 Web: www.msegilc.com NOTICE OF COMPLETION AND AUTHORIZATION TO APPLY THE UL MARK Everest Solar Systems Dan Glaser Ste 111 3809 Ocean Ranch Blvd Oceanside Ca 92056, Us Our Reference: Your Reference: Project Scope: Dear Dan the Follow-UpSeMce Program. you must sertd a copy of this Records in.lhe Follow -Up Se near li bore. Until then, this k related to 4.1lot1 PwyedNurrber Wr' besting - Everest CrossRail System utilizing C►o"N with Listed Type 1 and 2 modules. i the as a z Anylnfonaation and documen tided to (VL}orany authorized license We are excited you are now able f'tlappttf9'tett contact me, or any of our Customer Service repr Very holy yotss, Nathan Wang 847-664-3954 Senior Project Ertgir* ! V, orrk Nathan.WangOtio NBKE968-OF116B 01/07/2015 A System a �aB been completed under the above Re4)A0,,4,be,"Lfter and ca quirements. This letter temporarily sup ,#* UL :i ogto apply the UL Mark at authorized factorlds urdbr UL's ladmer(s) with the intended authorization to use the 1A Me*. itauqlocation currently authorized under File E467724,.VOL 1. i%goprodil0arerww being prepared and will be sentin to fq4gt.the UL Mane tor90 days from the date indicated above. ew"Oe Appl& mean be found in the document "Appkeft �r}tiefoundat0olloillowing web -site: g UL 9*4t sek'vices are provided on behalf of UL LLC ek to your paed appreciate your business. Feel Uee flo natives if you have arty questions. Reviewed,by. Bruce A. Mafrrenhotz 847-664-3009 CPO Director Bruce.A. Mahfenholz0..ut.eorle This is an electronically generated letter. Signatures are not required for this document to be valid. Page 1 of 1