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HomeMy WebLinkAboutUntitled {{{t 7 City of Arcadia, CA ; Permit NO SOLR 19 059& �$ Development Services Department D �,, -1-4'"C; Y -rbe „ Permit Type:Solar 240 West Huntington Drive,Post Office Box 60021 >� r� rj e( 3`a 9 Arcadia,CA 91066-6021 - WorkClas91fico6ort Solar=:Resldenhal Over 10 KV 70.1 (626)574-5416 ' Permif St4tus:Issued ARCADIA — Issue Date 03/25/2019 Expiration: 09/21/2019 Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1810 Wilson AVE Arcadia,CA 5765025003 Contacts WANG,ZHAOZHONG Owner DBA FONG ELECTRICAL Contractor 1810 WILSON AVE 7129 WESTPORT ST,RIVERSIDE,CA 92506 (626)262-3785 610789 lr Description:ROOF MOUNT PV SYSTEM, 33 MODULES/1 Valuation: $ 0.00 Tenant INV INVERTRTER Total Sq Feet: 0.00 Plan Check# Plan# Fees Amount Payments Amount Paid Building Plan Check Fee Residential $50.00 Total Fees $308.24 Electrical Permit Issuance Fee $47.01 Cash/Receipt#REC-00762-19 $308.24 Fire Plan Check Fee Residential $50.00 Inverters Amount Due: $0.00 $77.78 Panels $82.45 Solid Waste Management Fee 2 $1.00 Total: $308.24 Ea COMPLETED J4l_ //icy? V— CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. March 25,2019 Issued By: Date March 25,2019 Page 1 of 1 m _ PERMIT/PLAN REVIEW APPLICATION • u •' itl' Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. 'I have and will maintain a certificate of consent to self-insure for workers' License Class C © License No. 4.1 of al Exp. Date 01/51/7-0 compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DECLARATION I have and will maintain workers'compensation insurance,as required by Section El hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following mason(Section 7031.5,Business and Professions is issued.My worke/r1s'compensafionginsumnce carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier Njoir- -vc0-C( 7jvt Srivran rt demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number �-w /J 0 S 7 I[F 7 for such permit to file a signed statement that he or she is licensed pursuant to the f� (� provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is ❑ I certify that in the performance of the work for which this permit is issued,I shall exempt there from 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 not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, or my employees with wages as their sole forthwith comply with those provisions. compensation,will do the work,and the structure is not intended or offered for 9 sale(Section 7044,Business and Professions Code:The Contractors License Date V 2.11( Signature Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(I)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation, did not build or improve for the purpose of sale): damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that them is a construction lending agency contractors)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). ❑ I am exempt under Section 7044,Business and Professions Code,for this reason: Lender's Name Date Signature _ Lender's Address IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909) 396-2000 for further information. ,t Name �lil/bn Lam( Title 21e-4d-- A.9�1MN �j PRINT NAME V Carl at I I I certify that I have read this application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the above-mentioned property for inspection purposes. Signature Date ? / f // `/ . • 1FOCfr R4y FSR AFFIDAVIT SELF-CERTIFICATION • FOR COMPLIANCE OF SMOKE ALARMS ' ,\\ AND CARBON MONOXIDE ALARMS W'V Property Address: \ 1c) nc eve_ Permit Number: jolt"\61-OSAt7 Brief Job Description: %kat Number of smoke alarms installed: 491 Number of carbon monoxide alarms installed: 6co When alterations, repairs or additions requiring a permit occur, or sleeping rooms are created, Smoke alarms shall be installed in each sleeping room, and outsideeach separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements and habitable attics as required by Section R314 of the 2016 California Residential Code (CRC) and California Health and Safety Code Section 13113.7. For dwellings or sleeping units containing'fuel burning appliances or having attached garages, carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms, and on each additional story of the dwelling, including basements as required by Section R315 of the of the 2016 California Residential Code (CRC). Multi-purpose alarms (combination carbon monoxide and smoke alarms) may be used. All alarms shall comply with requirements for listing and approval by the Office of the State Fire Marshal. htto://osfm.fire.ca.cov/licensinglistings/licenselistino bml searchcotest.pho As owner of the above referenced property, I hereby certify that the smoke alarms and carbon monoxide alarms have been installed in accordance with the manufacturer's instructions and in compliance with the code sections referenced above. I declare under penalty of perjury that the foregoing is true and correct, and that this declaration was executed on (Date) E{13Ii at Arcadia, California. Owner's Name (printed/type ): Signature of Owner: / ' This affidavit must be returned to the City of Arcadia inspector prior to final inspection Guest Itaan9 1eBatinoan Storage , �y Family boomloin in_ iw Garage L___._________ re FIRST FLOOR PLAN =SMOKE ALARM hi = CARBON MONOXIDE ALARM - �s– Mstr Bath - 0 Master Bedroom Dining Room Kitchen Batt • P 9 Wali x. Closet " 'l Closet Closet Family itoom "— ` '® --- Bedroom Bedroom SECOND FLOOR PLAN 0.e SMOKE ALARM El m CARBON FtRONOXIDE ALARM HOMEOWNER: CATHERINE SHI GENERAL NOTES: C-1 C. �• I^'4ell �L PH:626.400.0250 1. THIS SYSTEM COMPLIES WITH THE 2016 CRC,20,6 CBC,2016 CF AND THE zot6 LE�,- P. t /, CEG 6 s • E - ' ADDRESS: 1810 WILSON AVENUE 2. THE SYSTEM WILL NOT BE TURNED-ON UNTIL THE SERVING UTILITY COMPANY �u +'.CI a; .. al ' }'�•t�[-r, ARCADIA,CA 91006 HAS BEEN NOTIFIED. 1.,)----- APAL.?,_, e,rs,4ft , ly . row..,/�' ^�1M'•3' 3. THE INSTALLED SOLAR SYSTEM HAS A DISTRIBUTED WEIGHT LESS THAN 4 PSF. y "•,_ I'S G+ PHOTOVOLTAIC SOLAR PROJECT INFORMATION: 4. THE CONCENTRATED LOAD FOR EACH VERTICAL SUPPORT IS LESS THAN 40 LBS. "�'y. ' �' '' in ' SYSTEM SIZE: 10.8go kW(DC) 5. ALL PV EQUIPMENT IS LISTED BY A RECOGNIZED TESTING LAB. INVERTERS ARE , f cj� % � ip@°''1t' I ter/'•-1t y UL 1741 COMPLIANT. 4 t6yTu�� r^'1 i Its+ 1 _ w :te MODULES: (33)PANASONIC HIT 330 VBHN33o5AI6 6. THE BACKFED BREAKER WILL BE LOCATED AT THE OPPOSITE END OF THE BUS I F : \ rt FROM THE MAIN BREAKER. - } n+-, 1 APS 1 ` 41.1+7, 'lq� PEAK POWER-33oW a 9 ^^ x )9^ 4.SHIJ 7. CONDUCTORS ARE 9.7°C RATED COPPER WIRE. ' } 4 MAX OPERATING CURRENT 5.70A a[ 1 St RESIDENCE t,I�C .. .a.. 8. ANY CONDUCTORS EXPOSED TO SUNLIGHT ARE LISTED AS SUNLIGHT MAX OPERATING VOLTAGE=58.0 V i ( - + RESISTANT.DCCON1 -Int lit OPEN CIRCUIT VOLTAGE 6ggV 9, IF DC CONDUCTORS ARE RUN INSIDETHE BUILDING,THEY WILL BE CONTAINED ".T S' - a �S �� SHORT CIRCUIT CURRENT 6.07A IN A METAL RACEWAY. > I MAX SERIES FUSE RATING_15 A to. ANY CONDUCTORS BETWEEN SEPARATE ARRAYS ON THE ROOF WILL BE 7 � ® ¢ [ )li� TEMP.COEFF.OFVoc=-0.16%/°C PROTECTED IN CONDUIT. •,.,,,[ Y J •'a DIMENSIONS=62.6' X 41.5 X1.4" 11. THE EQUIPMENT GROUNDING CONDUCTOR ON THE ROOF WILL BE PROTECTED IL • R c1 ' � �,.T'y c WEIGHT_40.8 LBS FROM PHYSICAL DAMAGE. IT WILL BETUCKED NEATLY UNDERTHE MOD LES - >3 d f �. AND RAILS AND SECURED IN PLACE. {�'- ./ ,aq; 1 " " ,'a'"I. �?5 MODULE ADD-ON: (33)SOLAREDGE P400 12. THE MODULES WILL BE ATTACHED TO THE EQUIPMENT GROUNDING - . ,!: r•.^ DC POWER OPTIMIZERS CONDUCTOR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. VICINITY MAP f/ MAX DC INPUT VOLTAGE=80 V 13. ALL EXTERIOR CONDUIT,FITTINGS AND BOXES ARE RAIN-TIGHT AND APPROVED OPERATING VOLTAGE RANGE=8V-8o V FOR USE IN WET LOCATIONS. NTS , MAX DC INPUT CURRENT=12.63 A 14. CLEARANCES AROUND ALL ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN SHEET INDEX: MAX DC OUTPUT CURRENT=15 A ACCORDANCE WITH CEC 110.26. SHEET PROJECT INFO,VICINITY MAP,NOTES,SCOPE OF WORK DC OUTPUT VOLTAGE=380 V i5. SOLAR MODULES WILL NOT OBSTRUCT ANY PLUMBING,MECHANICAL OR SHEET SITE/ROOF PLAN,ELEVATION DETAIL MAX POWER PER STRING=5700W BUILDING ROOF VENTS. SHEET3 ELECTRIC LINE DRAWING,GROUNDING DETAIL NEMA4 ENCLOSURE 16. IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE AVERIFIABLE SHEET4 CALCULATIONS,SIGNS DIMENSIONS=S•o"%6.o"X1.4" GROUNDING ELECTRODE SYSTEM,A GROUNDING ELECTRODE SYSTEM WILL BE ATTACHED MODULE,INVERTER,MOUNTING HARDWARE SPEC SHEETS, WEIGHT=t.7 LB INSTALLED PER CEC 250.50.THE ELECTRICAL SERVICE WILL BE BONDED TO THE STRUCTURAL REPORT WATER AND GAS PIPING PER SECTION 250.104 OF THE CEC. ARRAY: INSTALLED WEIGHT=2.g PSF 17. A LADDER WILL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH CAL-OSHA REGULATIONS. ROOF COVERAGE=600 SF, LESS THAN 5o%OF TOTAL ROOF AREA INVERTER/DC DISCONNECT: (o)SOLAREDGE SE10000H-US[SI1] MAX DC INPUT VOLTAGE=48o V MOUNTING HARDWARE: IRONRIDGE XRto LIGHT RAIL NOMINAL DC INPUT VOLTAGE=400 V QUICKMOUNTTILE HOOK MAX DC INPUT CURRENT=27.0 A ROOF ATTACHMENTS DC DISCONNECT MAX INPUT CURRENT=45.0 A K6"STAINLESS STEEL LAG BOLTS @ NUMBER OF DC INPUTS=3 72"OC OR LESS WITH A MINIMUM OF RATED AC POWER=10000 W 2W'PENETRATION INTO ROOF TRUSSES AC VOLTAGE=240 V MAX AC OUTPUT CURRENT=42.0 A EXISTING ROOF INFO: 2 STORY,FLAT CONCRETE TILE NEMA 3R ENCLOSURE 2 X 4 TRUSSES @ 24"OC DIMENSIONS=21.3"X14.6"X 7.3" WEIGHT=3g LBS NOTICE: ANY CHANGES TO OR USES OF THESE DOCUMENTS/DRAWINGS WITHOUT THE WRITTEN CONSENT OF JENNIFER KEMME OR SCOTT HARRIS ARE STRICTLY PROHIBITED. • SCOPE OF WORK: PLANS PREPARED BY: INSTALL(33)PANASONIC HIT 33o VBHN33o5A16 SOLAR ELECTRIC MODULES AND JENNIFER KEMME DBA FOND ELECTRICAL SOLAREDGE P400 DC POWER OPTIMIZERS ON THE EXISTING 2ND STORY TILE PH:909.754.830o 1929 GATES STREET (33) LOS ANGELES,CA 90031 ROOF. INSTALL ASSOCIATED MOUNTING HARDWARE,JUNCTION BOXES, SHEET PH:626.262.3785 CONDUIT,CONDUCTORS AND GROUNDING. INSTALL(i)SOLAREDGE SEl0000H-US [511]INVERTER WITH INTEGRATED DC DISCONNECT,(1)AC DISCONNECT,AND RAYMOND S.CHONG Coo-610789 1 OF 4 _ INSTALL OCPD IN MAIN SERVICE PANEL DE-RATE MAIN BREAKER TO 175 AMPS. DATE:2/25/19 75116PV r. HOMEOWNER: CATHERINE SHI PH:626.400.0290 EXISTING 2-STORY ROOF: ADDRESS: 1810 IRONRIDGEXR10 LIGHT RAIL FLAT CONCRETETILE, ARo WILSON AVENUE MOUNTING SYSTEM WITH FELT&X"SHEATHING 9 QUICKMOUNTTILE HOOK OVER RAFTERS ARRAYS COVER LESS THAN ROOF ATTACHMENTS(USE5s" 33%OF TOTAL ROOF AREA. STAINLESS STEEL LAG BOLTS MODULES: @72"OC OR LESS WITH A3"X41.5" 3"MIN. _PROPERTY MINIMUM EMBEDMENT OF 40.8 LBS EACH 8"MAX.1 LINE 2X"INTO ROOF TRUSSES), �_i WATERPROOF ALL —OW CONNECTION LOCATIONS PER air --- _ MANUFACTURER'S - _ INSTRUCTIONS —r=�. �'�� EXISTING 2 X 4 I ra rr. TRUSSES @ 24"OC ELEVATION DETAIL NTS IIS I1.5'FIRE CLEARANCE 4 I ARRAY#2:(4)MODULES /In_c",.... p_IFyE TILT=1f,AZ=183° ADI] ' .5 .� ARRAY#4:03)MODULES1 TILT=t7rAZ=93` ARRAY#1:(8)MODULES ,l'yC TILT=16°,AZ=183° :228�+0 nett ARRAY#3:(8)MODULES , TILT=17°r AZ=183° , SCALE:1/16"=1' (N)INVERTER/ 0 '6 322 48 PROPERTY —DC DISCONNECT_ _ — SITE/ROOF PLAN LINE (N)AC DISCONNECT — — — - NOTE: NOTICE: (E)goo AMP MAIN DIMENSIONS AND FEATURES SHOWN ARE CLOSE TO ANY CHANGES TO OR USES OF THESE DOCUMENTS/DRAWINGS WITHOUT THE SERVICE PANEL SCALE BUT WERE TAKEN FROM A FIELD SURVEY AND WRITTEN CONSENT OF JENNIFER KEMME OR SCOTT HARRIS ARE STRICTLY PROHIBITED. APPROXIMATIONS MADE USING GOOGLE EARTH. SCOPE OF WORK: PLANS PREPARED BY: INSTALL(33)PANASONIC HIT 330 VBHN33oSA16 SOLAR ELECTRIC MODULES AND JENNIFER KEMME DBA F 9 GA ELECTRICAL PH:909.754.8300 t9zGATES STREET (33)SOLAREDGE P400 DC POWER OPTIMIZERS ON THE EXISTING 2ND STORY TILE LOS ANGELES,CA 90031 ROOF. INSTALL ASSOCIATED MOUNTING HARDWARE,JUNCTION BOXES, SHEET PH:626.262.3785 CONDUIT,CONDUCTORS AND GROUNDING. INSTALL(t)SOLAREDGE SEi0000H-US [SII]INVERTER WITH INTEGRATED DC DISCONNECT,(1)AC DISCONNECT,AND RAYMOND S.CHONG Cto-610789 2 OF 4 I INSTALL OCPD IN MAIN SERVICE PANEL.DE-RATE MAIN BREAKER TO 175 AMPS. DATE: 2/25/19 75116PV a STRUCTURAL ANALYSIS FOR NEW PHOTOVOLTAIC SOLAR SYSTEM NOTE: THESE CALCULATIONS ARE BASED ON INFORMATION AND MEASUREMENTS PROVIDED BY THE CONTRACTOR FROM HIS SITE INSPECTION. 1 Project Information: "PV SOLAR ARRAY SHI RESIDENCE Latitude 34.1649° I deg N 1810 WILSON AVENUE,ARCADIA, CA 91006 Longitude i 118.029° ;deg W Wind Speed I)10 mph- ? Wind Exposure C Site Class D Seismic Design Category 2 Loads: Existing Roof Dead Loads: 2 x 4 Trusses @ 24" OC 2.6'psf 1/2" Roof Sheathing 1.71 psf Roof Felt 1.5 psf Q�oQRefESSfaky. Ftr _ __ _ _ Spsf �.�. JE FER et, Miscellaneous ~w_ w 2 2 psf 62 No:7;fr 9,' Total i ?0.9i psf i 4. l Exl: ' 1120. Existing Snow Load: E 0.0'psf Jj \ C I t Existing Roof Live Load: , 20.0i psf qle OF CNe�� Proposed Roof Live Load: 20.0-psf Wind Load: Using CBC 2016 (ASCE 7-10), Components and Cladding, Part 2: Low Rise Buildings (Simplified),the following wind pressures were calculated. pnet=X(Kzt) (pnet30) = 15.731-43.96 psf X= `1.35j Kzt= 1.00 pnet30 111:651 32 56 (Roof pitch 17 deg,Zone 2 Aeff 18 0 sf V 110 mph) Lag Bolt Capacity: 5/16" lag bolt capacity= 270 lbs per inch embedment With 2 1/2" minimum embedment, capacity= 675 lbs Required Capacity: 43.96 psf* ! 33 ' > modules * 18.0 sf= 26109.9 lbs 26109.9 lbs/ .82 lag bolt connections= 318.4 lbs The pull-out capacity of the 5/16" lag bolts with a minimum 2 1/2" embedment into the roof rafter is sufficient to meet the demand of the wind uplift force on the solar system. Seismic Load: Per Section 3403A.4 of the CBC 2016, if the demand-capacity ratio of the lateral load-carrying elements increases less than 10%due to the addition of the solar system, no special provisions or structural modifications are required. Existing Roof Weight= 20.0 psf* •.4735 !Isf= 94700 lbs Weight of Solar System= 33 modules * ' 42.6?lbs+ 297 lbs of racking= 1703 lbs 1703 lbs/ 94700 lbs= 0.02 The increase in load from the solar system will not increase the demand-capacity ratio of the existing lateral load-carrying elements by over 10%. NOTICE: VISION CIVIL ENGINEERING:JENNIFER KEMME, PE ANY CHANGES TO OR USES OF THESE DOCUMENTS 12273 11TH STREET,YUCAIPA, CA 92399 WITHOUT THE WRITTEN CONSENT OF VISION 909.754.8300, JENKEMME@VISIONCE.COM CIVIL ENGINEERING IS STRICTLY PROHIBITED. RCE 73054, EXP 12/31/18 STRUCTURAL ANALYSIS FOR NEW PHOTOVOLTAIC SOLAR SYSTEM NOTE: THESE CALCULATIONS ARE BASED ON INFORMATION AND MEASUREMENTS PROVIDED BY THE CONTRACTOR FROM HIS SITE INSPECTION. 3 Analysis of Existing Rafter Capacity: PV SOLAR ARRAY: SHI RESIDENCE 1810 WILSON AVENUE,ARCADIA, CA 91006 Rafter Loads: Solar system dead load = 1703 lbs/ 82 lag bolts total= 20.8 lbs at each lag bolt Existing roof dead load = 20 psf Snow load = 0 psf Roof live load= 20 psf Wind load = 113.9 lbs, 318.4 lbs Rafter span = :. 6i5 ft Load Combinations That Apply: #1: D+ Lr or S= 20 psf+ 20.8 lbs at each lag bolt+ 20.0 psf #2: D+0.75(0.6W)+0.75(Lr or S) = 20 psf+ 20.8 lbs at each lag bolt) +(0.75 (0.6) 113.9 lbs at each lag bo (0.75 ( 20 psf)) #3: 0.6D +0.6W=0.6 ( 20 psf+ 20.8 lbs at each lag bolt)- (0.6) 318.4 lbs at each lag bolt Calculated Maximum Bending Moment: #1: 211.3 ft/lbs+ 33.7 ft/lbs= 245.0 ft/lbs [( 40 psf) ( 6.5 ft^2)]/8= 211.3 ft/lbs [( 20.77 lbs) ( 6.5 ft)]/4= 33.7 ft/lbs #2: 105.6 ft/lbs+ 33.7 ft/lbs+ 83.3 ft/lbs+ 79.2 ft/lbs= 301.9 ft/lbs [( 20 psf) ( 6.5 ft^2)]/8= 105.6 ft/lbs [( 20.77 lbs) ( 6.5 ft)]/4= 33.7 ft/lbs 0.75 [(0.6)( 113.9 lbs) ( 6.5 ft)]/4= 83.3 ft/lbs 0.75 [( 20 psf) ( 6.5 ft^2)]/8= 79.2 ft/lbs #3: 63.4 ft/lbs+ 20.2 ft/lbs- 310.5 ft/lbs= -226.8 ft/lbs 0.6 [( 20 psf) ( 6.5 ft^2)]/8= 63.4 ft/lbs 0 0.6 [( 318.4 lbs) ( 6.5 ft)]/4= 310.5 ft/lbs `3- EO FN FIER �4 K. �1 m Section Required: 301.9 ft/lbs (12)/ 1518 psi = 2.4 cu in Na'7. Section Provided: _1 ( 3 5 ^2)/6= 3.1 cu in ,. Ex : X40 3.1 cuin > 2.4 cu in, OK s� C I 0.: 7e OF cANt �� Calculated Deflection: [5( 40 psf/12) ( 78 in^4)]/ [384(1200000) ( 5.4 )] = 0.25 in Allowable Deflection: 78 in/240= 0.33 in 0.33 in > 0.25 in, OK NOTICE: VISION CIVIL ENGINEERING:JENNIFER KEMME, PE ANY CHANGES TO OR USES OF THESE DOCUMENTS 12273 11TH STREET,YUCAIPA, CA 92399 WITHOUT THE WRITTEN CONSENT OF VISION 909.754.8300, JENKEMME@VISIONCE.COM CIVIL ENGINEERING IS STRICTLY PROHIBITED. RCE 73054, EXP 12/31/18