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Item 7 - Plans 6.-I Nob. PHOTOVOLTAIC SYSTEM 7.77 KW DC COVER PAGE 1111 FONTAINE DR SOUTHLAKE, TX 76092 Drawn By:NarekA. PROJECT DATA GENERAL NOTES VICINITY MAP PROJECT 1111 FONTAINE DR 1.ALL ELECTRICAL MATERIALS SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY CUSTOM MADE EQUIPMENT SHALL HAVE COMPLETE TEST DATA SUBMITTED BY THE MANUFACTURER ATTESTING TO ITS SAFETY ADDRESS: SOUTHLAKE,TX 76092 2.OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED 3.ALL METALLIC EQUIPMENT SHALL BE GROUNDED OWNER: CHAD KILLEEN 4.ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER. &CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS PRIOR TO INSTALLATION AND SHALL COORDINATE ALL INSPECTIONS,TESTING - COMMISSIONING AND ACCEPTANCE WITH THE CLIENT,UTILITY CO.AND CITY INSPECTORS AS NEEDED. 63HE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS OF SERVICE POINTS AND SERVICE SIZES WITH THE SERVING UTILITY COMPANY CONTRACTOR: INFINITY SOLAR INC. AND COMPLY WITH ALL UTILITY COMPANIES REQUIREMENTS.IF THE SOLAR BACK FED BREAKER IS VOER THE BUSS SIZE 20%LIMIT,CONTRACTOR SHALL INCLUDE THE COST TO REPLACE MAIN BREAKER OR ENLARGE MAIN CAPACITY. 7.DRAWINGS ARE DIAGRAMMATIC ONLY,ROUTING OF RACEWAYS SHALL BE OPTION OF THE CONTRACTOR UNLESS OTHERWISE NOTED AND SHALL BE DESIGNER: NAREK A. COORDINATED WITH OTHER TRADES. 8.IF THE ROOF MATERIAL OR ROOF STRUCTURE NOT ADEQUATE FOR PV INSTALLATION,CALL ENGINEER PRIOR TO INSTALL.THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT THE ROOF IS CAPABLE OF WITHSTANDING THE EXTRA WEIGHT. _ SCOPE: 7.77 kW DC 6.35 kW AC 9.IF THE DISTANCES FOR CABLE RUNS ARE DIFFERENT THAN SHOWN,THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL ENGINEER TO VALIDATE THE SIRE SIZE.FINAL DRAWINGS WILL BE RED-LINED AND UPDATED AS APPROPRIATE. _ ROOF MOUNT SOLAR SYSTEM 10.WHENEVER A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS,THE CONTRACTOR SHALL BE RESPONSIBLE WITH 23 PRISM BH 338W SOLAR FOR PROVIDING AND INSTALLING ALL MATERIAL AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS TO ENSURE COMPLETE COMPLIANCE AND LONGEVITY OF THE OPERABLE SYSTEM REQUIRED BY THE ARCHITECT/ENGINEERS. No. R.W.iu/l.... Dal. MODULES BN60-338BSTC AND 11.ALL BROCHURES,OPERATION MANUALS,CATALOGS,SHOP DRAWINGS,ETC.SHALL BE HANDED OVER TO OWNER'S REPRESENTATIVE AT THE SATELLITE VIEW SE760OH-US[2401(RAPID SHUTDOWN COMPLETION OF WORK COMPLIANT)INVERTER. PHOTOVOLTAIC NOTES t - CONTRACTOR ELECTRICAL EXISTING 1�,3W,120/240V 1.ROOFTOP MOUNTED PHOTOVOLTAIC PANELS AND MODULES SHALL BE TESTED,LISTED AND IDENTIFIED UL 1703. 2.SOLAR SYSTEM SHALL NOT COVER ANY PLUMBING OR MECHANICAL VENTS Infinity Solar Inc. INFORMATION: MAIN SERVICE PANEL 200A 3.MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED. Address: BUSBAR RATING 4.SOLAR INVERTER MUST HAVE A MANUFACTURE INSTALLED DISCONNECTING MEANS THAT PREVENTS PARALLEL FEEDING UTILITY LINES DURING POWER OUTAGE. 5760 Legacy Drive, 5.REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING Suite B3-377 MAIN SERVICE 200A BREAKER RATING ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTORS. )' Plano,Texas 75024 6.ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE. Phone Number: 7.LIVE PARTS OF PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS OVER 150V TO GROUND SHALL NOT BE _ 2`�y BUILDING TWO STORY HOUSE ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE ENERGIZED. .- / � (469)304-3444 INFORMATION: CONSTRUCTION TYPE:V-B 8.INVERTER IS EQUIPPED W/INTEGRATED GFDI,THUS PROVIDING GROUND FAULT PROTECTION TECL#32960 OCCUPANCY:R 9.ALL CONDUCTORS SHALL BE COPPER AND 90 DEG RATED 10.ALL ELECTRICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. 11.CONDUITS SHOULD BE PAINTED TO MATCH EXISTING ROOF AND WALL COLORS 12.ALL WORK SHALL BE IN ACCORD WITH THE 2017 NEC WITH SPECIAL EMPHASIS ON ARTICLE 690 - 13.THE OUTPUT OF A UTILITY INTERACTIVE-INVERTER SHALL BE PERMITTED TO BE CONNECTED TO THE SUPPLY SIDE OF THE SERVICE DISCONNECTING - - APN: 44582D35 MEANS AS PER 230.82(6) 14.A SINGLE CONDUCTOR SHALL BE PERMITTED TO BE USED TO PERFORM THE MULTIPLE FUNCTIONS OF DC GROUNDING,AC GROUNDING SHEET INDEX X AND BONDING BETWEEN AC AND DC SYSTEMS AS PER NEC 690.47(C)AND SIZED AS PER SEC 250.122 LOT AREA: 0.47 ACRES 15.EQUIPMENT GROUND CONDUCTOR REQUIRED IN RACEWAYS SIZED PER CEC 250-122. 0 COVER PAGE 16.PER ART 250.92.NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL BE EFFECTIVELY BONDED TOGETHER.BOND BOTH ENDS OF 1 ROOF PLAN LIVING AREA: 3,872 SQFT RACEWAYS 2 SINGLE LINE DIAGRAM 77� CITY REQUIRED NOTES 3 CODE REQUIRED SIGNAGE EG 4 SITE PLAN 1.A SMOKE DETECTOR,APPROVED AND LISTED BY THE STATE FIRE MARSHAL,SHALL BE INSTALLED IN EACH DWELLING WHEN 5 STRUCTURAL DETAILS I N F I N I T Y A PERMIT FOR ALTERATIONS,REPAIRS OR ADDITIONS EXCEEDS$1,000.00.A BATTERY POWERED SMOKE DETECTOR SATISFIES 6 STRUCTURAL DETAILS THE REQUIREMENTS FOR A SMOKE DETECTOR.(R314.6.2 CRC) S O L A R 23HE CONTRACTOR SHALL PROVIDE A WRITTEN LETTER TO THE BUILDING INSPECTOR STATING THAT ALL INACCESSIBLE 7 1 STRUCTURAL DETAILS STRUCTURAL CONNECTIONS HAVE BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROVED PLANS. 8 INVERTER DATA SHEET 3.PROVIDE SMOKE ALARMS AT THE FOLLOWING LOCATIONS AND NOTE ON THE PLANS;(R314.3 CRC) 9 OPTIMIZER DATA SHEET CODE REFERENCES i. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. 10 MODULE DATA SHEET I. IN EACH ROOM USED FOR SLEEPING PURPOSES. THE INSTALLATION OF SOLAR ARRAYS AND iii. IN EACH STORY,INCLUDING BASEMENTS.IN SPLIT LEVEL UNITS WITHOUT AN PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY INTERVENING DOOR BETWEEN ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE WITH THE FOLLOWING CODES: PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. iv. ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM SHALL ACTIVATE ALL ALARMS. I 2018(IBC)INTERNATIONAL BUILDING CODE V. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP. Chad Killeen 2015(IMC)INTERNATIONAL MECHANICAL CODE A APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE. 2015(IPC)INTERNATIONAL PLUMBING CODE 4.A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN THE SPECIFIC EXISTING DWELLING UNIT THAT HAVE ATTACHED II II Fontaine Dr 2018(IFC)INTERNATIONAL FIRE CODE GARAGES OR FUEL-BURNING APPLIANCES FOR WHICH A PERMIT IS ISSUED FOR ALTERATIONS,REPAIRS OR ADDITIONS SOUthlake, TX 76092 2018 IFC INTERNATIONAL RESIDENTIAL CODE EXCEEDING$1,000.00.LISTED SINGLE-OR MULTI-STATION CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE OF ( ) EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT ow 2017(NEC)NATIONAL ELECTRIC CODE INCLUDING BASEMENTS.COMBINED SMOKE/CARBON MONOXIDE ALARMS MAY BE USED.THE ALARM SHALL RECEIVE ITS JULY 20,2019 PRIMARY POWER FROM scw O ALL OTHER ORDINANCE ADOPTED BY THE LOCAL THE BUILDING WIRING EXCEPT IT IS PERMITTED TO BE SOLELY BATTERY PERATED WHERE REPAIRS OR ALTERATIONS DO NOT AS INDICATED GOVERNING AGENCIES RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF AN ATTIC.SHOW ON THE vv sysTEN PLANS.(R315 CRC) General Notes PHOTOVOLTAIC ARRAY (23)Prism BN60 338W Solar Modules BN60-338BSTC ROOF PLAN (1)Solar Edge 7.6KW Inverter SE760OH-US[2401 (23)Solar Edge P505 Power Optimizers Fontaine Dr Drawn By:NarekA. UNIT INDEX MSP (E)Main Service Panel OM (E)Oncor Utility Meter INV (N)Solar Edge Inverter MSP VLLD (N)Visible Lockable, Labeled Disconnect Oncor Utility Meter within 10 feet of the Oncor Utility Meter J/B (N)Junction Box fl Power Optimizer Visible Lockable labeled Disconnect Within 10 feet from the Oncor Meter Solar Module INV EMT Type Conduit FMT Type Conduit Premise#920 1547 No. Revision/Issue Date ESI#1044 37 2000 9201547 CONTRACTOR Gate Conduit Interior run Infinity Solar Inc. Address: 5760 Legacy Drive, Suite 133-377 Plano,Texas 75024 Phone Number: (469)304-3444 O Q TECL#32960 O X O ��rni1 J/13 O v v b b N F I N I T Y S O L A R 0 b b 0 Fence b Q Q b � b a a Q b Solar Array r a 23 Prism Solar 338W 0. Q a b 23 P505 Optimizers a Q b b Pitch:3 Deg E Chad Killeen a Q Orientation:195 De 171 90° 1111 Fontaine Dr a a a Q Southlake, 7X 76092 a s JULY 20,2019 �.. BETWEEN ARRAYS AND FROM JUNCTION BOX TO SCALE PV EQUIPMENT FMT TYPE CONDUIT WILL RUN I As INDICATED I THROUGH ATTIC AT MIN 18"FROM ROOF DECKING 0 1 5 loft "" TV SYSTEM General Notw All the photovoltaic systems wires that on the roof and Premise#920 1547 side of the building shall be protected against physical damage ESI#1044 37 2000 9201547 SINGLE LINE DIAGRAM UTILITY Drawn By:Narek A. SolarEdge Power Optimizer ONCOR P505 UTILITY METER Rated DC Input Power-505 watts <10 FEET Maximum Input Voltage-83 Vdc PV system is rapid shutdown ready by NEC 690.12 M MPPT Range-12.5 to 83 Vdc Maximum Input Current-17.5 Adc Maximum Output Current-15 Adc SOLAR EDGE 200A END String Limitations-6 to 25 Optimizers, 7.6KW INVERTER FEED MAIN C/B 6,000 watts STC per string maximum WITH INTEGRATED RAPID SHUTDOWN MODEL#SE760OH-US[240] PHOTOVOLTAIC ARRAY Max Input Voltage:480V I INSTALL 2P _ 40A CB(PV) STRING a = _ _ - AT OPPOSITE END 12 PRISM SOLAR I OF BUS FROM MAIN S -❑+ -❑+ -❑+ -❑+ I FEEDER CB 338 WATT MODbLE12 P505 POWER m OPTIMIZERS 1 2 12 4[DC.11DC'2 AC ACo0_ L 4 No. ReA.Ton/leeue Date STRING b = _ = CONTRACTOR 11 PRISM SOLAR -❑+ -❑+ -❑+ -❑+ 338 WATT MODULES I •"°- 11 P505 POWER 3/4"FMT 3/4"EMT 60AVISIBLE, 3/4"EMT 1 2 1 CONDUIT CONDUIT Infinity Solar Inc. OPTIMIZERS #6 AWG EGC LOCKABLE,LABELED CONDUIT Address: COPPER WIRE 35 FEET 1 FEET DISCONNECT(WITHIN 10 1 FEET EXISTING RAIL FEET FROM THE ONCOR 200A MAIN 5760 Legacy Drive, GROUNDING MID CLAMP GROUNDING LUG UTILITY METER) - SERVICE PANEL Suite B3-377 NEMA 3R,LOCKABLE 120/240V Plano,Texas 75024 1 P,3W Phone Number: EXISTING (469)304-3444 PV ARRAY INFORMATION [DCA]FROM PV MODULES TO J-BOX GROUNDING SYSTEM TECL#32960 23 PRISM SOLAR 338W MODULES (4)#10 AWG PV WIRE+(1)#6 AWG BARE CU EGC MODEL#BN60-338BSTC FREE IN THE AIR 1 SOLAR EDGE 7.6 KW INVERTER MODEL#SE760OH-US[240] NUMBER OF STRINGS PER INVERTER:2 [DC.2]FROM J-BOX TO INVERTER X NUMBER OF SERIES IN STRING a: 11 (4)#10 AWG THWN-2+(1)#8 AWG CU EGC NUMBER OF SERIES IN STRING b: 12 3/4"FMT TYPE CONDUIT r MAX DC WATTAGE: 12*338W=4,056W<=6,000W MAX DC VOLTAGE:480V MAXIMUM CURRENT:12*338W/400V=10.1 A CONSIDERS CONTINUOUS:10.1 A*1.25=12.6 A SHORT CIRCUIT CURRENT:12.6 A*1.25=15.8 A N F I N I T Y PV MODULE RATINGS#STC RACEWAY DIMENSION FROM THE ROOF DECKING OVER S O L A R 18"(TEMP-39+17=56C)AMBIENT TEM FACTOR 0.71 SHORT CIRCUIT CURRENT I-SC = 11.23A PER NEC 310.15(b)(2)(a)15.8 A/0.71 =22.3 A MAXIMUM POWER CURRENT I-MP = 10.5A MORE THAN 3 CCC ADJST.FACTOR(4 WIRES)-0.8 OPEN CIRCUIT VOLTAGE V-OC =40.45V ADJUSTED CONDUCTOR AMPACITY-22.3 A/0.8=27.9 A MAXIMUM POWER VOLTAGE V-MP=32.5V WIRE SIZE FROM NEC TABLE 310.15(b)16-10 AWG AMBIENT TEM FACTOR 0.71 PER NEC 310.15(b)(2)(a) INVERTER RATING [AC]FROM INVERTER TO MAIN SERVICE PANEL OUTPUT CALCULATIONS MAIN PANEL RATING "°• "°"•'� (3)#6 AWG THWN-2+(1)#6 AWG CU EGC, PV SYSTEM MAX DC OUTPUT: SPLIT PHASE:3W, 120/240V Chad Killeen PEAK PWR TRACKING VOLTAGE=400 V 3/4"EMT TYPE CONDUIT 23*338W=7,774W BUSBAR RATING=200A II11 Fontaine Dr CEC EFFICIENCY =99.0% PV SYSTEM MAX AC OUTPUT: MAIN SERVICE BREAKER=200A END FEED Southlake, TX 76092 ENCLOSURE: NEMA 3R MAXIMUM INVERTER OUTPUT CURRENT:47.5 A (23)PRISM SOLAR BN60-338BSTC 120%RULE: MAXIMUM INPUT CURRENT =20.0 A CONSIDERS CONTINUOUS:47.5A*1.25=59.4 A (1)SOLAR EDGE SE760OH-US[240] MAX ALLOWED FEED:240A °°" MAXIMUM OUTPUT CURRENT =32.0 A ULV 20,2019 s.r TEMPERATURE ADJUSTMENT-59.4A/0.91 =65.3A Pmax(PTC Rating)PER MODULE:278.9W PV BACKFEED BREAKER SIZE:40A ^ MAXIMUM INPUT POWER =11,800 W CONDUCTOR SIZE FROM NEC TABLE 310.16-6 AWG 278.9W*23=6.41 KW ACTUAL FEED: AS INDICATED L MAXIMUM OUTPUT POWER =7,600 W AMBIENT TEM FACTOR 0.91 PER NEC 310.15(b)(2)(a) 6.41 KW*99.0%INVERTER=6.35 KW 200A"MSP"+40A"SOLAR"=240A-240A MAX "°k PV SYSTEM Generol Notes CAUTION PVMARKINGS,LABELS AND WIRING SIGNS • CODE REQUIRED 1PERSONNAL ONLY! 6 PV ARRAY A.Purpose:Provide emergency responders with appropriate warning and SIGNAGE (TO BE LOCATED ON guidance with respect to isolating solar electric system. SUB-PANEL ONLY This can facilitate identifying energized electrical lines that connect solar panels WHEN SUB-PANEL IS to the inverter,as these should not be cut when venting for smoke removal Drawn By:Narek A. B.Main Service Disconnect. OCAUTION DEDICATED FOR PV ONLY) J BOX 1.Residential buildings-The marking main be placed within the main service ' disconnect.The marking shall be placed DURING DAYLIGHT HOURS outside cover if the main service disconnect is operable with the service panel AC 1 closed. (STICKER TO BE LOCATED ON • • •• •• • 2.Commercial buildings-Tha marking shall be placed adjacent to the main CONDUIT WITH DC CURRENT 7 •RATED AC • •A MAX service disconnect clearly visible from the location where the level is operated EVERY 4'HORIZONTALLY OR O • OPERATING VOLTAGE: r O 3.Markings:Verbiage,Format and Type of Material. 10'VERTICALLY AND V FROM a.Verbiage:CAUTION:SOLAR ELECTRIC SYSTEM CONNECTED EACH SIDE OF A BEND) b.Format:White lettering on a red background.Minimum 3/8 inches letter INVERTER height.All letters shall be capitalized.Arial or similar font,non bold. WARNING! THIS PANEL FED O *If applicable c.Material:Reflective,weather resistant material suitable for the environment(use UL-969 as standard for weather rating).Durable adhesive materials meet BY this requirement. ELECTRICO SHOCK HAZARD. MULTIPLE SOURCES3 C.Marking Requirements on DC conduit,raceways,enclosures,cable (UTILITY&SOLAR) assemblies,DC combiners and junction boxes: NORMALLY • ■ . INTEGRATED 1.Markings:Verbiage,Format and Type of Material. CONDUCTORS MAY BE DC DISCONNECT a.Placement:Markings shall be placed every 10 feet on all interior and exterior UNGROUNDED AND ENERGIZED. ®O DC conduits,raceways,enclosures,and cable assemblies, at turns,above and for below penetrations,all DC combiners and junction boxes b.Verbiage:CAUTION:SOLAR CIRCUIT Note:The format and type of material O shall adhere to W.V-31b,c"of this requirement. No. ReAslon/lssoe Dote • 9 c.Inverters are not required to have caution markings 1.Marking is required on all interior and exterior DC conduit CONTRACTOR DC DISCONNECT (STICKER LOCATED © raceways,enclosures,cable assemblies,and junction boxes,combiner boxes and DC PHOTOVOLTAIC • • INSIDE PANEL disconnects.CFC 605.11.1 RATED MAX POWER POINT CURRENT-® 10.6 AMPS PV SUB-PANEL 2.The materials used for marking shall be reflective,weather resistant material Infinity Solar Inc. RATED MAX NEXT TO SOLAR BREAKER) *LTS if applicable suitable for the environment. POWER POINT VOLTAGE- I r ' pp Minimum 3/8"letter height;all upper case letters Anal or similar font;Red Address: VOLTAGE-MAXIMUM SYSTEM .:r • 5760 Legacy Drive, CIRCUIT Q SOURCE.CFC 605.11.1.2 background with white lettering.CFC 605.11.1.1 ' 3.Marcking shall contain the words:WARNING:PHOTOVOLTAIC POWER Suite B3-377 11 Plano,Texas 75024 9 1 Q 4.Marcking shall be placed adjacent to the main service disconnect in a location Phone Number: 1 • • • '• • clearly visible from the location where the disconnect is operated CFC 605.11.1.3 (469)304-3444 O RELOCATE OVERCURRIENT DEVICE TECL#32960 O ELECTRICTERMINALS. (STICKER LOCATED SUB-PANEL C g U T I O N 5 DO O TOUCH THEINSIDE PANEL 'if applicable _ ••, _ _ BELOW PV BREAKER) 7 8 THE -EN POSITION. POWER TO THIS BUILDING IS ALSO SUPPLIED X FROM THE FOLLOWING SOURCES WITH PV • •CENTER SIZED FOR- V�g DISCONNECTS LOCATED AS SHOWN: 11 n TO ACCEPT ANY ADDITIONAL LOADS. SERVICE POINT Fontaine Dr (STICKER LOCATED AC ONCOR UTILITY METER N F I N I T Y ON THE PV SUB PANEL) DISCONNECT *if applicable S O L A R O VISIBLE LOCKABLE LABELED DISCONNECT SOLARINVERTER Permanent directory or plaque providing location of service disconnecting METER o �� »•�— means and photovoltaic system disconnecting means,if not located at the Chad Killeen same location.(Plaques shall be metal or plastic,with engraved or machine printed MAIN SERVICE I I I I Fontaine Dr letters,or electro-photo plating, in a contrasting color to the plaque. Plaques shall be PANEL 0Southlake, TX 76092 permanently attached to the equipmenq or in the required location using an approved O ® a method that is suitable to withstand the environment to which it is exposed. Plaques 9 �• JULY 20,2019 and signage shall meet legibility,defacemet,exposure and adhesion requirements of SOLAR ARRAY —1. Underwriters Laboratories marking and labeling system 969(UL969). O 1 ON THE ROOF AS INDICATED 80 Plaques will have red background&white lettering. -0- PV SYSTEM 3 General Note9 UNIT INDEX MSP (E)Main Service Panel SITE PLAN OM (E)Oncor Utility Meter Fontaine Dr INV (N) Inverter Drawn By:NarekA. VLLD (N)Visible Lockable, Labeled Disconnect Driveway Fo ❑ Power Optimizer nteineOr Solar Module MSP O Oncor Utilit Meter?)— Visible Lockable labeled Disconnect o Within 10 feet from the Oncor Meter ___ Zti-� 5ra INV —_ 0 6 1 No. Revision/Issue Date Gate CONTRACTOR Infinity Solar Inc. Address: fff��1l 5760 Legacy Drive, 195' ® �l �� J Suite 133-377 Plano,Texas 75024 f� o O O _/4/ Phone Number: O J (469)304-3444 TECL#32960 59' 0 l — Fence 210' N F I N I T Y S O L A R f r' 0. 2770° 90, Chad Killeen I I I I Fontaine Dr -� 5 Southlake, TX 76092 1eo° SCALE JULY 20,2019 �.. AS INDICATED 0 5 10 15ft TV SYSTEM G....1 Note. AREA TABULATION STRUCTURAL DETAILS FRONT .-PEA- Drawn By Narek A. OF RESIDENCE C71'.�T;U-7710N 14 DRVVEhA"" 41 BLIUING A�.:A 4-t rT. P-TIO 4R=A KI F7. �ROPERTY MATERIALS LINE RAFT=-:;S-1_11,41V M1 nr LCUL PROPOSED BEAVS-A,,`-,'GRADE B SOLAR CL PATIO N.. Revision/Issue Dde L7, 4' .314-RF - Fq-I CONTRACTOR M R;-7 AR AL OF Infinity Solar Inc. RESIL)ENGE SCOPE OF WORK Address: 5760 Legacy Drive, Suite 133-377 Piano,Texas 75024 Phone Number: 7, (469)304-3444 TING TECL#32960 DESIGN E- X SITE PLAN COLUMN BASE @ FOOTING F)FAD.-C-AD PS= 2 �,—'�SCALE; N.T.S. (DSCALE:N.T.S. DESIGN N F I N I T Y S 0 L A R .1,11%1L SF= D=11-'1.11H -F Chad Killeen I II I Fontaine Dr Southlake, TX 76092 JULY 20,2019 AS INDICATED 5 PV SYSTEM General Notes 27'-5n 1 -6" STRUCTURAL DETAILS EXISrl>-_A-',14. STEEL SEAM Drawn By:NarekA. i P'ER PLAN � I I 7- EXISTING HOSUE STEEL COLUMN z PER PLAN I I TYP. w ti I 2 STL. SEAM TO STL. COLUMN No. Revision/Issue Date 1 _5'I SCALE: N_T.S. CONTRACTOR I r�:Is'It FAS:AA Infinity Solar Inc. sv _.aE Address: 5760 Legacy Drive, 1:=5::�:•is lr SE 1' HS'B 1<.•ii: IF 6 '.I Suite B3-377 Plano,Texas 75024 Phone Number: -.er. (469)304-3444 _ TECL#32960 H LLJ -. nPE FF- Lk' Z 7 LLJ LLJ U) ILL r X 11 I' LLJ V Q /N V'z Of N F I N I T Y et r� r S O L A R 11 —ER! =PF-I GLp ti Chad Killeen I II I Fontaine Dr Southlake, TX 76092 SOLAR PATIO FRAMING PLAN � C-TU' TO STL. BEAM °� DLY 2D,2D39 &sc7ALr. 1.4"= 1'-`0" +.7C�1LE�11 AS INDICATED PV SYSTEM General Notes STRUCTURAL DETAILS Drawn By Narek A. PER PLAN -EMPERED 2 GLA..SS SCL.�.R E XISTIF•1C) GLASS',AHERE SE 2 SE 2 PA.NEL j� Veir l_l_ S T U OCCURS GLASS SOLAR __f PANEL SLOPE 1;2"}F.�'iia. -�---- ILI f/ TIIRIJ r+.Ll,VfNUM RAF-ER5 PER.FLAP, No. Revision/Issue Date SE -2 BEAM PER PLAN CONTRACTOR C' 2 Infinity Solar Inc. Address: Q.o Lo W POST PER X -1 5760 Legacy Drive, O Suite B3-377 O PLANPlano,Texas 75024 a 0- MIC'-POST Phone Number: (469)304-3444 d ¢ 'AHERE C[ OC v I„R S TEC L#32960 [E] zCFJC w y Sl•Mi N F I N I T Y I ,r S O L A R L ��2 SL-1 S, SL 1 r Chad Killeen I I I I Fontaine Dr Southlake, TX 76092 SOLAR PATIO FRAMING PLAN C-THRU RAFTER TO WALL )UI-Y20,2019 =� S+.iALE: N.T.S. 02 �s�,.-., lE NTS Seas AS INDICATED7 �. PV SYSTEM General Notes INVERTER DATA SHEET '. / Single Phase Inverter Drawn By Narek A. Wit HD-Wave Technology for North America SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/ Single Phase Inverter z SE760OH-US/SE10000H-US/SE1140OH-US Ck,t ,., 00E ,. with HD-Wave Technology m OUTPUT ca:A�G'c..er :uc 3117 '-' 03.)P 24:N YK for North America � � 's�1'G�2rev ��P�� .AlrMIA 33)@ 2drN SE300OH-US/SE380OH-US/SE5000H-US/SE6000H-US 'Mo �' � ti AC^^ x Mr_-Nan SE760OH-US/SE10000H-US/SE1140OH-US 21-24A d" AC 22 ne Nh-Nan-nc x �..r•� 183-208 20R-e29 Aadnni CaVrYab 0,l3:tA 12.5 M • C—i @2ZW Vaaernrn�o�rtas A '� 24 - - 485 No. Revision/Issue Date LA C—em @2:0 O O P.—F� D6_ __D1, CONTRACTOR lfyy Mcnt + �l3rdn] x�.e Aaer at Cowry Cakj—ble o • , Infinity Solar Inc. e • INPUT 1/aarern DC Pb 024a7 4554 ; 77y) 9300 •-.a�) :;'a, ';s5c Address: M.—X P.—�v SIB] nsD I!, 5760 Legacy Drive, Traxs'.vrrex-*e LkV—rded Suite B3-377 • solar ;{D. • • s01WAV- —FID • v_VX_".9e Ht_ Plano,Texas 75024 Phone Number: — x a) (469)304-3444 O e !4ae+./^k vut Cunsr.@240V B_ 5 135 6, 27 :J.s Aa Q _ O Va,e_taut Curts4@239V' - 9 - - - 27 An TECL#32960 Va.egr.Fnrt Gcuw Csra! s: AAr Re.erse-P,�y Rmrecv+ G d-'a is rsrb3 Ds�c:.cn E.7.ia Serc O O O O M.—Ww E*_n' 99 CK W gtred Eaoalry w _- X /SyEmre Pa Coat v c 25 pgv.Y�oeae cxxxac Sas>_d��x Optimized installation with HD-Wave technology Ar,y a be 54�-Ca.n,.�a.r, � Rs Eft—_za-tag. ;CAJ '�"..i, 7—_Crate D.a ANS•C 2 2D I r)aU—V / Specifically designed to work with / UL1741 SA certified,for CPUC Rule 21 grid compliance +,,,E W co. WorryI +E9rtf.5mAW oieappb b-u k k^V.�-fi 'a­ ;«rA N F I N I T Y owero optimizers Rid SF.sHan-NK Nw a-d P P _ A,m.,s��e s.ra�.,Liam AC�e a�a gl / Record-breakingeffici / Extremely small x'rWLY STANDARD COMPLIANCE $ L A R Al Quick and easy inverter commissioning directly SKY W741.ULT741 SA,UL169%.CSAC222.Ca &3 AFO a atordrgb ILL IM from a smartphone using the SolarEdge SetApp I Built-in module-level monitoring wi:- T.S! dads IEEE-.tas_2•,Ruk s3y -- R-1:Pat 150—B / Fixed voltage inverter for longer strings / Outdoor and indoor installation INSTALLATION SPECIFICATIONS ltaxnxsr./'d-6 A1LG 1'/da+cr.m/I4-d A'NG / Integrated arc fault protection and rapid xe shutdown for NEC 2014 and 2017,per article / Optional:Revenue grade data,ANSI C1220p F _° `o s" ,,3;;x.6AWG ;.`.1�_ru:i'-2 sT lIA�ANG i It rn�11-32- 690.11 and 690.12 Class 0-5(0.5%accuracy) D—'x,�'W—,'S"r"t' 173.u.c x c 8 i 4rA,370 r 17! 213 x u6 x 73!Skri x 370 x'85 pined$ Chad Killeen NMYe rxh Sarj$>.f:h »%'^ 2511114 1 2621 T19 3881171 11h.ke =ee I I I I Fontaine Dr solaredge-corn solar caw rQa Accoe000 j �" Southlake, TX 76092 Protectrn�>U �.4NF=x ltwcYO[r w[h.a' - .-_ oor. ]ULY 20,2019 eWs AS INDICATED 8 vreles PV SYSTEM General Notes OPTIMIZER DATA SHEET / Power Optimizer For North America Drawn By NarekA. Power O ti m izer P320/ P340/ P370/ P400/ P405 / P505 P O . , For North Americaor or t ' igher (typical module . .r P320/P340/ P370/P400/P405/ P505compatibility) modules) power 60-cell I i 60 and 72-cell 1 odules) modules) m m INPUT fated npkt DC P.r 32`J Abscha[e Mamrnm 1Ptf, Vbbge fs s' O VrPPT log-6.9 geranne! N.PPT Op_wa6rg Ratge e-to S-5;� 8-B� -105 Z.5-83 We Manrruun Vxr:C c t Current Mm—DC Vq-t Cent 1375 163 1'5 Ad: Maxrntun Ecncy Y.tgtred E'a-ien-y =- 99.E Nt�v Ca:er�v OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) No. Revision/Issue Date OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE CONTRACTOR INVERTER OFF) STANDARD COMPLIANCE Infinity Solar Inc. KC P.-15 CLass B.IEC61XG-6-2 EC61000-5-3 Address: IEC62109 (loss a safety).UL77-1 5760 Legacy Drive, Ye Suite B3-377 INSTALLATION SPECIFICATIONS Plano,Texas 75024 Phone Number: (469)304-3444 Car{»�Oe rner'ers AID.ScdEdge S-,fi-Ph—and In—Nr in.�rters :r 153.33.5I 129x b9 xs951 '29.�72.59! TECL#32960 Dimerrims lY4 x L x I-p _- -- - _ .. -5.1 x 6 x 13 S 63 r..9 5.1.E..e x 2.3 m���n WegM iindrirg catEs; 750,17 1 645/1.9 '064/23 gr/b Ouyu:lyre Type/Ccnree' vC- Otrp[Wse LerT-h OSS .1a `2/3q m./ft kW..Y\Se Lersg'ih C 16 r 052 '../ft X Operating Tempe .Riit -10-as.,-40--tai 'C IT PV power optimization at the module-level P­Ranng P6a I NP,%6P Reli eH—.%-y a-1cc �aed Sfi Paws dCe rroOuL•l/oaJe at tpb-64Power talsa�aic d r C iepa'>mar v'P�::.dta9e ge riot naethan 8W / Specifically designed to work with SolarEdge / Fast installation with a single bolt `vol txtP «:,asw<_oge inverters N F I N I T Y / Next generation maintenance with module PV Sv stern Design Using Single Phase- / Up to 25%more energy level monitoring a SoiarEdge HD Single phase Three Phase 208v Three Phase 480V S O L A R Mke.xrn Sm L P320.PW P37n S 'a ��e") P4C0 / Superior efficiency(99.5%) / Meets NEC requirements for arc fault (fb�r Pd05/P9J5 6 e u protection AFCI and Photovoltaic Rapid M"„1" Su.V Lerya / Mitigates all es of module mismatch losses, P ( ) P � > zs zs so 9 types Shutdown System(PVRSS) 5700f6000,x1, from manufacturing tolerance to partial Maxrl Pcw_rPerStnng 5 76xwS-S iMM- szsD 6w, 12750• US) / Module-level voltage shutdown for installer ���_rt Ltifiererlt lergtls � and firefighter safety m0__'Cab_ / Flexible system design for maximum space va,karryYvg.tomuxn utilization =hs°a�>' P'ov's°s"m P3M?3'°Q"0tP40CIone e"9 �r uau/s�6.,�z>aa:,e w 6sww.Pd m"n",+` `. `arr.1."*ge'°a °.e""'ea.—%. Chad Killeen pe g +gnrytmmns tdm slemva.r smgPe,.xt r.g azaJSA V* II II Fontaine Dr arQ•fm?e�>•pwerai6aa�BMvear h rugs asp 9r2D001Y Southlake, TX 76092 solaredge.com solar=es T a� CfvY,fAyeEWidogez ut N.yn�xea 50lM(®fLae SabEdg bgnger!®BI Sg1A1®C£�ewaEsvb arw9osNsdavbdSdefAgeTetl�Fc CE RoHS ]ULY 20,2019 AS INDICATED rwlex PV SYSTEM General Notes MODULE DATA SHLLT Drawn By Narek A. BN60 Bifacial Modules 60 CELL BI FACIAL SERIES - BSTC305-344W PrismSo I r ' Bifacial Modules •t Irradiance Dependence BN60-33BBSTC T E C H N O L O G E S he Clear Choic Projected specifications for Front STC',Rear STC',Bifacial STC(BSTC) BSTC 60-CELL BIFACIAL SERIES BN60- 344BSTC Rated Power BN72429 P ax W) 2� 03ont 95 33333&344 _ Rated Voltage Vmp IV) 32.5 325 Rated Current Imp(A) 9.15924,932 1037�10.5aOb3 Prism's glass-on-glass modules make brilliant use of the sun by generating up to 35%more energy Open Circuit Voltage voc(vl 4045 40.45 per Watt than traditional modules. Short Circuit Current Ix(A) 9.7719.91/10.06 11.07.1123.'11.4 Module Efficiency (C,) '7.819.1.11114 20.M4.202 ® I"Ilgh(V)OdUleEffICIE'ncy Max System Voltage UL1EC -DOW Temperature DependenceBN6033o""BSTC Series Fuse raince:limibna Re.erse Current 1+3 3 Bifacial module efficiencies of up to 20.85b are achieved PowerTderance -3�+3% ��w+4% through the use of advanced bifacial silicon cell technology, IIII Electrical Parameter Tolerance -10%/+10 109or+10% — No. Revision/leeue Date with LID resistance built in.Prism's cells offer high front and Power Temperature Coefficient -0386-.w C back efficiencies up to+22.8°ohelping customers capitalize voltage Temperature Coefficient(Voc) -0182%rC CONTRACTOR Current Temperature Coefficient(Isd -0.042 WPC on their solar investment. tJOCT iC'1 46.6'C+;-2'C Superior Low Light Performance Wr Infinity Solar Inc. p 9 D. . Address: Prism's modules offer exceptional performance in lour light Glass.Front&Back Ill 2x32 Dimensions, 5760 Legacy Drive, Fran•�Type Frameless conditions due to the additional back energy. I'I n�na,4>mkxawn� sm Suite B3-377 l I"II"III 16n1�.D Bypass Podes 3 Plano Texas 75024 Bifacial Technology 'knc6on Box 1 Slim Pmfi Does not shad,b`acta!cN:s Phone Number: z- (469)304-3444 Both front and back surfaces of the module are capable of I"II cable IType;Gaugeitergtnl P•Jre.l wz AxG,'lzoomm i ® generating electnclty.The back surface generates additional Connectors rAC4mmparate TECLn 32960 power. Mounting considerations that maximize a site's Exter oc Glass Drrrenslo s 1611 mm x 989mm X 5,-m' available albedo light can yield up to 30%gain in energy 16580in X 38.94in X 023in) generation per installed Watt. weight 29kg(64lbs) _ Operating Conditions X Seamless Integration Tenperature -40`C 10 WC(-10'F to 185'1`) - -A1 ni I mount mm� P win 13 Prism's frameless modules with our streamlined box offer a .+lax echo ca Load' 4 poim .ou t IB0 ,33IYJ a srww,vsoPa d 1 solution to many possible applications including: 6-point mountlBomm>36"awindrsm- Awnings,Canopies,Carports,Commercial Rooftops,Divid- TO MAXIMIZE POWER ers,Facades,Fencing&Siding. a)Avad shading the backside of the module b{ rack- Certificationsover support Mount modules erhighly reflective surfaces, N F I N I T Y Quality and Reliability Cedirfications arid UsIIngs UL1703,1EC61215i61730,CFCAN-CSA such asa white rooforcrushed white stone- S O L A R Highest fire rating possible,achieving A ratings in burn- Fire Rating Type=TD8:Burring Brarid=:Spread of Flames= c)Elevate modules above the mounting surface �I'III' in brand and read of flames. IEClUL certified to bifacial Lirnrted w'artanTy(WaMnanstrp/Fbwerl 10 YearsRO Years OutputlFom and Backl' as much as possible. 9 P I d)Refer to the Design Guide. (BSTC')standards with an additional 300W/m irradiance to I-MeawredatSiandadTestngCod[rons(STQ:ceHtemp25`CAM1.5.10001V/m. I I 2-Lengthandhis dimensionsare+!-esup V guarantee safe operation at bifacial levels. 3-�achieve ttis max weynt roguing,the support and racking system must meet the meclanid, wekght lix d. spelled. IMPORTANT Prism rnodules are rated at STC comirbons and Wacial STC conditions(BSTC').BSTC ratrigs Prism Solar Prism Solar guarantees the front and back side account foracidAonal poser produced from the bad of the module.lktMcertain moutVg mrditiorm Prism g �°��C�when ngsrae�om 'powe shouldbz `edbY T E C H N O L O G I E S power production for all its bifacial modules-' CAlIT10tt Read the Installation Manual and Devgn Guide carefully before using this product 180 South street,Highland,NY 12528 Chad Killeen a. Proudly manufactured in the USA All specifications are subject to change without notice. 855-807-7476 (855-80-PRISM) 1111 Fontaine Dr and ARRA compliant www.prismsolaeeom BN60 Gen2 PRELLMNARYs pecifications,all values subject to change without rm[ice.All r is re ighserved SOUthiake, 76092 rero w>,vw.prismsolar.eom ate. )ULY 20,2019 10 AS INDICATED erel.a PV SYSTEM SOUTH LAl« REVISED March 2019 Pi—/\NNING& DEVELOPMENT SERVICES SPECIFIC USE PERMIT APPLICATION APPLICATION NO: ZA APPLICANT OWNER (if different) NAME: Infinity Solar Chad Killeen ADDRESS: 5760 Legacy Dr., Ste 63-377 1111 Fontaine Drive Plano, TX 75024 Southlake, TX 76092 TELEPHONE: (214) 226-9660 (817) 480-5401 FAX: PRESENTZONING: Single Family REQUEST FOR SPECIFIC USE PERMIT IS AS FOLLOWS:Section 45.1( ); Installation of Solar Panels on the patio structure (not on the roof& not visible from the street) ALL OF THE FOLLOWING ITEMS MUST BE SUBMITTED WITH THIS APPLICATION BY 5:00 P.M. ON THE SUBMITTAL DEADLINE (SEE SCHEDULE) TO BE CONSIDERED A COMPLETE SUBMITTAL. AN INCOMPLETE SUBMITTAL WILL BE RETURNED TO THE APPLICANT OR PROCESSED ON THE NEXT SUBMITTAL IF THE MISSING ITEMS ARE SUBMITTED AFTER THE DEADLINE. Note: Although a complete application is received by the submittal deadline, the case may be moved to a later meeting date. Planning & Zoning Commission agendas are limited by resolution to a certain number of cases and, therefore, may result in a backlog of development cases. This application must be signed and notarized by all owners with checklist completed prior to submittal acceptance. Submittal Checklist 1. ❑ The appropriate application fee (checks payable to The City of Southlake). CITY USE ONLY: Received on this the_day of 20 . Signed: Common description or address of property location:2. ❑✓ 1111 Fontaine Drive,South lake.TX 76092 SI'I•:C HC USE.PI:RMI'I PAGE?UP 6 3. ❑ A preliminary drainage study prepared, sealed, signed and dated by a certified engineer. (This requirement may be waived by the City Engineer or the Community Development Director only prior to submittal of this application). Waiver approval Signature: 4. ❑ A signed Avigation Easement and Right-of-Way with metes and bounds description if property lies within Airport Overlay Zone. (not applicable NA 5. ❑✓ The legal description of the property(either A or BY A. Platted Property This property is platted and described as: Subdivision Name:Versailles Addition Block 3 , Lot(s) 5 County Plat Record: B. Unplatted Property This property is not part of a platted subdivision or addition, and the current owners deed is filed of record in Volume , Page , of Tarrant/Denton County Deed Records. It is also described as Tract of the Survey, Abstract No. ,according to county tax records. IIA clear and legible metes and bounds description is required for all unplatted property and must be included with this application (8 112" x 11" or 14" format only). nA current survey of the property (showing property lines and location of existing improvements) reduced to 11" x 17". 6. A. A Concept Plan and Concept Plan Application meeting the requirements of Section 41 of the Comprehensive Zoning Ordinance are required. ❑ 7 blueprints for Pre-Submittal and 27 blueprints for Formal Submittal -folded 9" x 12" II 1 reduction at 11" x 17 ❑ 1 digital copy in pdf SPECIFIC USE PERNin PAG1:3 OP 6 B. A Site Plan (and Site Plan Application), if applicable, meeting the requirements of Section 40 of the Comprehensive Zoning Ordinance for uses identified to require a Site Plan. II7 blueprints for Pre-Submittal and 27 blueprints for Formal Submittal folded 9" x 12" ✓II 1 reduction at 11" x 17" II 1 digital copy in pdf 7.❑✓ Copies of any written support documents(proof of ownership,development regulations,etc.) (1 copy of each) The above information is true and accurate to the best of my knowledge. SIGNATURE OF PERSON FILING REQUEST (must be owner of the property): Signed Date SPECIFIC USE PHRmn, PAGE 4 OF 6 Notarized signature of all owners is mandatory. Use additional sheets if nwessery Property Ownership Acknowledgement: As property owner.1 have read and understand the attached"Guidelines for Posting Zoning Signs" and understand it is my responsibility as the property owner to place the required signs in compliance with these guidelines. 1 hereby release the City of Southlake and its employees from liability for any damages which may be incurred to my property in the erecting.maintaining.or removal of said signs. 1 hereby understand that it is necessary for me or my agent to be present at the Planning and Zoning Commission and City Council public meetings to represent this request. Signature of Owner Name(Typed or Printed) Datc Notary Acknowledgement No. 1: Before me. the undersigned authority. on this day personally appeared known to me to be the person whose name is subscribed to the above and foregoing instrument.and owlcdge to me that he/she executed the same for the purposes and consideration expressed and in the capacity therein Stated. Given under my hand and seal of office on this the day of t .20_a�. LOUJFAN FULLER ,PNY PGS':. _K1 Notary Public. State of Texas Notary P blic In and For Texas vl l .+Y`; Comm. Expires 02-26-2024 1 PJolary ID 124837481 My comnussion expirLN the�lQday of 2Q . SPFC11FIc USE PERMn- PAGE 5 OF 6 Agent Authorization(if applicable): I. C/t�c� /1 i ce.owner of the aforementioned property do hereby certify Infinity Solar that I have given my permission to to act as my agent for this rezoning request. Signature of Owner Name:(Typed or Printed) Da e .Notary Ac owledgement No. 2: Before me. the undersigned authority, on this day personally appeared own to rrk to be the person whose name is subscribed to the above and foregoing instrument, and kn Icdge to me that he/she executed the same for the purposes and consideration expressed and in the capacity therein stated. Given under my hand and seal of office on this the day of .20-2,0-. LOUJEAN FULLER �i Notary Public, State of Texas Notary Public In and For Texas �w +Yc Comm. Expires 02-26.2024 Notary 1D 1248374E1 My commission expires the A\O_day of 20 _. SPECIFIC USE PERMIT PACT 6 OF 6 CITY OF SOUTHLAKE GUIDELINES FOR POSTING PUBLIC HEARING SIGNS (ZONING CHANGES, CONCEPT PI,A,-;5, SITE PLANS, SPECIFIC USE PERMITS) APPLICA\ I .t)'A`ER OR AUTHORIZED AGENT ,�JI I.a READ AND SIGN Below arc rhc whrch must he clus"ll lnllolvcd trhen posting flw sr1n.� In consideration of the zuniny issue. I. The Applicant.Owner or Authorized Agent as,unlc;rc,iamsihil its Cur Ih. I)lacenlenl ul the Inlhlic hcarin�;i m rrrl the sank property listed in the ;thplicalirm lur the /(ruin;" c hanec. 'I hr,. runin' ,inn; arr rc,lrrilcd I'v Utc Comprehensive Zoning Ordinance ;t; Karl A the puhlic nruicc I>rrrec,,. I'a11111V trr pla.•.• ,i n, kill rc,1111 in ntandamory lahlingof the zoniiw chan�c rc,luc,1. II. The .;iL!rt` mu;t he in place rrn 111.• suhjccl pn,perI� m least IiI(cen H 5) days prior to the public hearing to he hclrl hclrrrc the City Council. Signs arr Inaolc a.ailahlc at the kinc of forrmal submittal. III. One (1) ,i n mu,( he placed on each plollcrt� line ..i1h ,tacct Ir,mtas:c. If the street fronlat,c i, `beater than 1.000 Ices.on.•;iI,n I ttrsl he placed hu kl'\crY( nc Ihrru,;tit l (I.1)1111) Iccl rtl sm'CI frunlage. One,i...n InUslaISO he placed al c.cr\ pmpr ,cd tic in rrr cominualiun ul an exi,lim puhlic,uecl. I\ . 5ic.11,nni,t he 1)I,rcc.l in the 1110."1 IxruninC111k .i,ihlc lircatioll,,I; Ir r„ihl..hul ,Ilmlld lwt he placed\%hcrr (hc� lim"111 scnc a,an ohslrllctiun rrl %ic.. h)r lnoluri.;ts. IoleAk. the placement rrl ,inn;lcn Irr lillecn (10' 1.'1) Icet Irrrul the edge of the rcmad.N;1�. cic;u rrl ;tin cs.•c.;si.e undergr(mill. would scl�c Ihi, rr,luiremcnl. 'I'hc City rc;enc,the ridil Irr rcyuc,l the sibns he relocated to inlpim c\isihility. V. The,irm nn„I remain in place on the subject property throughout the time action is being taken on the zoning casc.'I he Applicant.O..ncr rrr A11111M ircd r\"cnl,h,wld nmik the('its it a ,ign al l c;u,to h;nc been rcnuncd from the properl N. I have read the ahoverequiremenuc•oncernin,�rhrpo�tm,�W,r„rrn, It,ml,r, m,;ns(110 (n(lcimondmt ;vNpomibllillesas the Applicunl. Owner orAwhorired Agent. Applicant. Owner or Authorized Agent U;uc Witness Ualc AREA TABULATION oyoursolarplons.c: ENGINEEPoNG SOLURpNS Fqi RLL YOUR SGLRR NEEG- BUILDING AREA: 3000 E. BIRCH STREET FRONT SUITE-201 OF OCCUPANCY=R1 BREA, CA 92821 RESIDENCE CONSTRUCTION TYPE=V TEL- 1 (844)783-5483 (E) N 2-STORY BUILDING PROJECT: DRIVEWAY t _ BUILDING AREA=4,055 SQ.FT. Solar Patio M 1111 Fontaine Dr CONCRETE STEEL COL. PATIO AREA=516 SQ.FT. Southlake,TX 76092 SLAB PER PLAN PROPERTY MATERIALS w LINE z DE SHEET TITLE: (3)#3 TIES RAFTERS:ALUMINUM a PROPOSED SITE PLAN&DETAIL 0 SOLAR - 43 TIES @ 12" BEAMS:A500 GRADE B PATIO 0, O.C. N COLUMN:A500 GRADE B - (6)44 VERT / \ CONCRETE:2,500 PSI % ��` \� M STAMP REAR Q V CONCRETE OF �OQ PIER OF RESIDENCE Q SCOPE OF WORK rS�P�E••••••rF�gs SCOPE OF WORK: *�• �* .. ................ ........ DAYAN B ADAP 3" NEW 29'-6"x27'-5" SOLAR STRUCTURE WITH "'�"' "' """ "�"' CONC.FOOTING O• 91 'cam �''••�/CENSE�.•o�?Q. pR0 1'-6" DESIGN CODE: FSS/ONAL•ECG' PER'yk7N COMPLIES WITH 2O18 IBC DESIGN LOADS: CONTRACTOR: SITE PLAN Q COLUMN BASE @ FOOTING DEAD LOAD=3PSF SNOW LOAD=5 PSF T�S CALE: N.T.S. SCALE: N.T.S. DESIGN CRITERIA DESIGN CATEGORY=D SS=0.102 SOs=0.109 S,=0.054 Spy=0.086 PROJECTBY YOURSOLARPLANS WIND EXPOSURE=C PROJECTS° WIND SPEED=105 MPH DATE 2020/07/17 SOIL BEARING PRESSURE=1,500 PSF SCALE N/A REVISION: DATE: DESCRIPTION: SHEET SE, 1j) 27'-5" 1'-6" q yoursolarplans.�om � ENGMIEEItlNG EOLNIONE PoR RLL Yg1R50lHR NEEUE EXISTING WALL STEEL BEAM 3000 E. BIRCH STREET HSS 4X4X5/16 BE, M PER PLAN SUITE-201 BREA, CA 92821 TEL- 1 (844)783-5483 PROJECT: EXISTING —————— Solar Patio HOSUE STEEL COLUMN I 1111 Fontaine Dr PER PLAN I I Soutnlake,Tx 76092 I 1 TYP. 8 SHEET TITLE: FRAMING PLAN & k STL. BEAM TO STL. COLUMN01 DETAILS 1'-6" } 2 SCALE: N.T.S. �� STAI 1 EXISTING FASCIA � 000®DDp / N JtMOD CLAMP `F 18001,HSS 4X4X 16 BEAM HSS4X4X5/16 B M N *YANs •B• •• D •C-THRU S m .. •• • •••••� CHANNELN �U,'o 91 '2 1 ^ H- LLI INSERT Q� F •'� 2°SLOPE �CENSE• C� W Lu o.250- Q� SS/ONALL U) IL INSERT y'^ CONTRACTOR: FTER N � N(� O� STIFFENER CD Of w 6 �� T� IM// a LL N N -THRU RAFTER H A S HSS 4x4x5/16 BEAM ROOVES FOR CLAMPS 2)#14 METAL SELF TAPPING SCREW PROJECTEY YOURSOLARPLANS PROJECTNO. 3'-5" c� O DATE 2020/07/17 1 1 '-6" 14'-1" 11'-4" '-6" SCALE N/A 10 REVISION: DATe DESCRIPTION: DETACHED SOLAR PATIO FRAMING PLAN 3 C-THRU TO STL. BEAM S Ft SE-?J) SCALE: 1/4" = 1'-0" SCALE: N.T.S. yoursolarplons.. ENGMIE®tlHG SOLNIONS PoR RLL Yg1R50LHR NEEO'_- 3000 E. BIRCH STREET SUITE-201 BREA, CA 92821 PER PLAN TEL- 1 (844)783-5483 PROJECT: TEMPERED 3 2 EXISTING SE-2 ' SE-2 GLASS SOLAR solar Patio GLASS WHERE PANEL WALL STUD 1111 Fontaine Dr OCCURS GLASS SOLAR Southlake,TX 76092 PANEL SLOPE(2°)MIN. ❑ __ __ ❑ SHEET TITLE: % i - ------- --- ❑-'- - / SECTION C-THRU ALUMINUM RAFTERS PER PLAN 3 2 2 SE-2 SE-2 SE-2 BEAM PER PLAN STAMP 3 OF � ..rF�9s POST PER X ••• O ... O PLAN w O DAYAN B DAP d - MID-POST ...... ... . ...... ..... 91 Q Q WHERE �'•.�icENSE°••'��``' OCCURS Fss/oNAL•ECG [E]CONC. [E]CONC. FOOTING CONTRACTOR: SLAB I e I NEW CONC. FOOTING PROJECTBY YOURSOLARPLANS — — — WHERE OCCURS — — — — — — PROJECTNO. 2 2 2 DATE 2020/07/17 SE/ SE-1 SE-1 SCALE N/A REVISION: DATE: DESCRIPTION: DETACHED SOLAR PATIO FRAMING SECTION SHEET SE,3 SCALE: N.T.S. 7/20/2020 0your-goinrplonsrnm ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for Solar Patio Structure at: I I I I Fontaine Dr Southlake, TX 76092 Job: Killeen,Chad Design Criteria: 1 - Code: International BLDG CODE 2018 2- Wind: 105 MPH, Exposure: C 3- Beam & Column: HSS A500 Grade B, fy=46 ksi 4- SITE CLASS D, SEISMIC DESIGN CATEGORY D 5- Aluminum Patio Manufacturer: C-Thru 6- Ultimate strength concrete: 2500 PSI (min) 7- Soils Min. Bearing Pressure: 1500 PSF per IBC 2018. CH.18. Per approval of Bldg Dept. 8- Roof Snow Load = 5 PSF Soils and Geology: Soils Report by:N/A Notice:Use restrictions of these calculations. The attached Calculations are valid only when bearing original signature hereon,photocopy is void. Contractor/Client to verify existing dimensions/conditions prior to construction. The use of these calculations is solely intended for the above mentioned project. PEE OF T ••••.......•.• s *: '. .................... DAYAN B ADAP••• ....... ... . ...... ...... o' 91 �FS•l I•ENSE�••G�� S/ NAL EN 949.254.27511 nwtruong@yahoo.com 3000 E. BIRCH STREET, SUITE 201,BREA, CA 92821 7/1/2020 ATC Hazards by Location L%TC Hazards by Location Search Information 75 T Decatur 0 Address: 1111 Fontaine Dr,Southlake,TX 76092,USA 636 ft Coordinates: 32.931791,-97.1312055 Plano zai ® o Elevation: 636 ft Timestamp: 2020-07-01T21:05:34.713Z Weatherford Fort Worth Dallas o O ° o Hazard Type: Wind Arlington � ns Googlra zs� nbury Map data© Report a map error ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 74 mph MRI 10-Year 76 mph ASCE 7-05 Wind Speed 90 mph MRI25-Year 80 mph MRI25-Year 84 mph MRI50-Year 85 mph MRI50-Year 90 mph MRI 100-Year 90 mph MRI 100-Year 96 mph Risk Category I 99 mph Risk Category I 105 mph Risk Category II 105 mph Risk Category II 115 mph Risk Category III 111 mph Risk Category III-IV 120 mph Risk Category IV 116 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is slightly higher.NOTE:For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/wind?lat=32.931791&ing=-97.1312055&address=l l l l Fontaine Dr%2C Southlake%2C TX 76092%2C USA 1/1 Design Wind Load on Open Structures with Monoslope CNW= 1.20 CNL= 0.30 1 20.80 psf 5 5.20 psf CNL= 0.30 CNW= 1.20 5.20 psf 20.80 psf Case Case 7=0° CNW= -1.10 CNL= -0.10 -19.07 psf 4,-1.73 psf 24' CNL= -0.10 6 CNW= -1.10 1.73 psf -19.07 psf Case B Case B Clear Wind Flow CNW= -0.50 -8.67 psf CNL= -1.20 3 7 -20.80 psf CNL= -1.20 CNW= -0.50 -20.80 psf -8.67 psf Case A Case y=0° CNW= -1.10 CNL= -0.6 -19.07 psf -10.40 psf 4 CNL= -0.60 8 CNW= -1.10 -10.40 psf -19.07 psf h 0.51- 0.51- Case B Case B Obstructed Wind Flow ASCE 7-16 p= qh G CN qZ .00256 KZ K,Kd VZ 1 Roof Angle= 2 Mean Roof Height h = 9.11 FT Exp= C Exposure coefficient KZ= 0.85 Topography factor KZt= 1.00 Directionality factor rd= 0.85 Wind Speed V= 105 MPH Importance factor 1 = 1.00 qZ= 20.39 PSF Gust Effect factor G= 0.85 CN= Net pressure coefficient p= 17.33 CN PSF 1. C Nw and C NL denote net pressures(contributions from top and bottom surfaces)for windward and leeward half of roof surfaces, respectively. 2. Clear wind flow denotes relatively unobstructed wind flow with blockage less than or equal to 50%. Obstructed wind flow denotes objects below roof inhibiting wind flow(>50%blockage). 4.Plus and minus signs signify pressures acting towards and away from the top roof surface,respectively 7/1/2020 ATC Hazards by Location ATCHazards by Location Search Information — 75 Cecatur Address: 1111 Fontaine Dr,Southlake,TX 76092,USA ° 636 ft Coordinates: 32.931791,-97.1312055 Plano � o Elevation: 636 ft zatIVTimestamp: 2020-07-01T21:06:08.94OZ Weatherford Fort Worth Dallas itil o° Hazard Type: Seismic Arlington zaz ns Reference ASCE7-16 Go 9 le Document: uranbury Map data© Report a map error Risk Category: II Site Class: D-default MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 0.15 0.10 0.08 0.10 0.06 0.05 0.04 0.02 0.00 0.00 0 2 4 6 8 10 12 Period(s) 0 2 4 6 8 10 12 Period(s) Basic Parameters Name Value Description SS 0.102 MCER ground motion(period=0.2s) S1 0.054 MCER ground motion(period=1.Os) SMS 0.163 Site-modified spectral acceleration value SM1 0.129 Site-modified spectral acceleration value SDS 0.109 Numeric seismic design value at 0.2s SA SD1 0.086 Numeric seismic design value at 1.0s SA Additional Information Name Value Description SDC B Seismic design category Fa 1.6 Site amplification factor at 0.2s Fv 2.4 Site amplification factor at 1.0s 0.922 Coefficient of risk(0.2s) https://hazards.atcouncil.org/#/seismic?lat=32.931791&ing=-97.1312055&address=1111 Fontaine Dr%2C Southlake%2C TX 76092%2C USA 1/2 7/1/2020 ATC Hazards by Location CRs CR1 0.894 Coefficient of risk(1.0s) PGA 0.049 MCEG peak ground acceleration FpGA 1.6 Site amplification factor at PGA PGAM 0.079 Site modified peak ground acceleration TL 12 Long-period transition period(s) SsRT 0.102 Probabilistic risk-targeted ground motion(0.2s) SsUH 0.11 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1 RT 0.054 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.06 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1 D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=32.931791&ing=-97.1312055&address=1111 Fontaine Dr%2C Southlake%2C TX 76092%2C USA 2/2 Seismic Loads: ASCE 7- 16 Strength Level Forces Risk Category: 11 Importance Factor(1): 1.00 Site Class: D-code default Ss(0.2 sec)= 10.20%g S1 (1.0 sec)= 5.40%g Fa= 1.600 Sms= 0.163 SDs= 0.109 Design Category= A Fv= 2.400 Sm1 = 0.130 SD1 = 0.086 Design Category= B Seismic Design Category= B Redundancy Coefficient p= 1.30 Number of Stories: 1 Structure Type:All other building system: Horizontal Struct Irregularities:No plan Irregularity Vertical Structural Irregularities:No vertical Irregularity Flexible Diaphragms: Yes Building System: Cantilevered Column Systems detailed to conform to the requirements for: Seismic resisting system: Steel special cantilever column systems System Structural Height Limit: 35 ft Actual Structural Height(hn)=9.5 ft DESIGN COEFFICIENTS AND FACTORS Response Modification Coefficient(R)= 2.5 Over-Strength Factor(Do)= 1.25 Deflection Amplification Factor(Cd)= 2.5 SDs= 0.109 SD1 = 0.086 Seismic Load Effect(E)= Eh+/-Ev = P CE+/-0.2SDs D = 1.3Qe+/- O.000D QE=horizontal seismic forc( Special Seismic Load Effect(Em)= Emh+/-Ev= DO CE+/-0.2SDs D = 1.25Qe+/0.022D D=dead Ioac PERMITTED ANALYTICAL PROCEDURES Simplified Analysis -Use Equivalent Lateral Force Analysis Equivalent Lateral-Force Analysis Permittec Building period coet. ((T)= 0.020 Cu= 1.70 Approx fundamental period(Ta): CThn_= 0.108 sec x=0.75 Tmax=CuTa= 0.184 User calculated fundamental period(T)= 0.108 sec Use T= 0.108 Long Period Transition Period(TL)= ASCE7 map= 8 Seismic response coef.(Cs)= SDSI/R= 0.044 need not exceed Cs= Shc I/RT= 0.319 but not less than Cs= 0.010 USE Cs= 0.044 Design Base Shear V=0.044W Model&Seismic Response Analysis - Permitted(see code for procedure) SUNSTRONG STRUCTURAL PHONG TRUONG C-THRU RAFTER with Insert and 2x3 Stiff ner.sbf Tuesday, December 4, 2018 2:13 PM Geometric Properties Principal Properties Overall Properties Area 3.634 in' I1 9.229 in4 Depth 6.481 in Ix 9.229 in4 I2 1.817 in4 Perimeter 30.559 in Ixy -0.002 in4 S1+ 3.888 in3 Weight 0.004 K/ft Iy 1.817 in4 S1- 2.247 in3 Width 3.225 in Sx+ 3.888 in3 S2+ 1.126 in3 Sx- 2.247 in3 S2- 1.127 in3 Polar Properties Ip 11.046 in4 Sy+ 1.126 in3 rl 1.594 in rp 1.743 in Sy- 1.128 in3 r2 0.707 in Xc 1.610 in a 0.012 deg Yc 1.075 in rx 1.594 in ry 0.707 in ShapeBuilder 10.00.0003 AS E www.iesweb.com Page 1 of 1 Parameters Solar Panel and Rafter,Qo= 3.00 psf Roof Live Load,Lr= 0.0 psf Snow,Qs= 5.0 psf Tilt,0= 2.0° Height,h= 9.11 ft Wind Exp. C Worst Case Uplift Wind Pressure,p w_up = 20.8 psf Worst Case Downward Wind Pressure,p N,do = -20.8 psf Loads on C-Thru Rafter Tributary Width,Tw= 3.42 ft Span,L= 17.58 ft Controlling Uniform Load,D+0.75(0.6W)+0.75S= 55.1 plf Max Moment,M=w*12/8= 2.128 k-ft Max Shear V=w'L/2= 0.484 kips Section Modulus,Sx= 2.247 in3 Design Stress,fb a=M/Sx= 11.4 ksi Yeilding Stress for C-Thru Rafters,fb= 25.0 ksi(Alum.6063-T6) Demand-Capacity Ratio,DCR=fb a/(fb/1.67)= 0.759 <1 OK Modulus of Elasticity,E= 10000 ksi Moment of Inertia,I= 9.23 in4 Deflection,S=5wL4/(384EI)= 0.54 in Deflection Allowed,Sa=L/180= 1.17 in Demand-Capacity Ratio,DCR=S/Sa= 0.46 <1 OK Load on Column and Footing Tributary Area for Mid Column,TA= 124.4 ft2 Wind Point Load,Pw_=TA*pw__ -2586 Ibs Wind Point Load,Pw,=TA*pw,= 2586 Ibs Dead Point Load,Po=TA*Qo= 373 Ibs Roof Live Load,Lr= 0 Ibs Snow Point Load,PS=TA*QS= 622 Ibs Maximum Point Load,D+0.75(0.6W)+0.75S= 2003 Ibs Maximum Uplift Point Load,0.6D-0.6W= -1328 Ibs Total Area,A= 558.0 ft2 Total Weight,W=A*Q o= 1674 Ibs Seismic Coefficient,C,= 0.044 Base Shear,V= 74 Ibs Number of Columns,N-i= 6 Seismic Point Load per Column(Lateral),E=V/Ncoi= 12 Ibs Height,H= 9.11 ft Overstrength Factor,Qo= 1.25 Wind Lateral Load,Pw= 90 Ibs See Attached Enercalc Analysis Pole Footing Analysis Load on C-Thru Rafter Attachment Loads: Wind Pressures q� _ -20.80 psf Tributary Length 1 = 14.75 ft Attachment Spacing w = 3.42 ft Tributary Area At = 50.445 ft Solar Panel Load Qp = 3 psf Wind Load PW=q�*At = -1049 Ibs Dead Load Pp=Qp*Al = 151.34 Ibs Uplift Pa=0.6(P„,+Pp) _ -539 Ibs Shear Va MAX[0.7Vr,06.Vw] = 54.159lbs Uplift: Purlin/Deck Gauge 12 #14 Metal Screw Allowable Capacity Ta = 797 Ibs(ICC 1976) Number of Screws per Attachment ns = 2 Allowable Withdrawal per Attachment Ta=T*ns = 1594 Ibs Demand Capacity Ratio DCR=Pa/Ta = 0.34 <1 OK Shear: #14 Screw Shear Capacity V = 243 Ibs(ICC 1976) Number of Screws per Attachment ns = 2 Allowable Shear per Attachment Ha=V*n = 486 Ibs Demand Capacity Ratio DCR=Va/Ha = 0.11 <1 OK Steel Beam File:Steel or Wood Beam.ec Software copyright ENERCALC,INC.1983-2020,BuiIr,I KNOWN F DESCRIPTION: Beam CODE REFERENCES Calculations per AISC 360-16, IBC 2018,CBC 2019,ASCE 7-16 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Strength Design Fy:Steel Yield: 46.0 ksi Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending D(0.04275)S((1_07125)W(-0.2964) D(0.04275ZSS0.07125)0 W(-0.2964) 5- HSS4x4x5/16 (7 DHSS4x4x5/16 Span=11 MO ft Span=1.50 ft r Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load for Span Number 1 Uniform Load: D=0.0030, S=0.0050, W=-0.02080 ksf, Tributary Width=14.250 ft,(PANEL) Load for Span Number 2 Uniform Load: D=0.0030, S=0.0050, W=-0.02080 ksf,Extent=0.0-->>1.0 ft, Tributary Width=14.250 ft,(PANELS) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.301: 1 Maximum Shear Stress Ratio= 0.046 : 1 Section used for this span HSS4x4x5/16 Section used for this span HSS4x4x5/16 Ma:Applied 3.856 k-ft Va:Applied 1.396 k Mn/Omega:Allowable 12.831 k-ft Vn/Omega:Allowable 30.078 k Load Combination +D+0.750S-0.450W Load Combination +D+0.750S-0.450W Location of maximum on span 5.620ft Location of maximum on span 11.330 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.169 in Ratio= 212>=180. Max Upward Transient Deflection -0.169 in Ratio= 212 >=180. Max Downward Total Deflection 0.337 in Ratio= 403 >=120. Max Upward Total Deflection -0.140 in Ratio= 258>=120. Maximum Forces &Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega D Only Dsgn.L= 11.33 ft 1 0.071 0.011 090 -0.04 0.90 21.43 12.83 1.14 1.00 0.33 50.23 30.08 Dsgn.L= 1.50 it 2 0.003 0.002 -0.04 0.04 21.43 12.83 1.00 1.00 0.06 50.23 30.08 +D+S Dsgn.L= 11.33 ft 1 0.158 0.024 2.03 -0.07 2.03 21.43 12.83 1.14 1.00 0.74 50.23 30.08 Dsgn.L= 1.50 ft 2 0.006 0.005 -0.07 0.07 21.43 12.83 1.00 1.00 0.14 50.23 30.08 +D+0.750S Dsgn.L= 11.33 ft 1 0.136 0.021 1.75 -0.06 1.75 21.43 12.83 1.14 1.00 0.63 50.23 30.08 Dsgn.L= 1.50 it 2 0.005 0.004 -0.06 0.06 21.43 12.83 1.00 1.00 0.12 50.23 30.08 +D+0.60W Dsgn.L= 11.33 ft 1 0.148 0.023 0.05 -1.90 1.90 21.43 12.83 1.14 1.00 0.69 50.23 30.08 Dsgn.L= 1.50 ft 2 0.004 0.004 0.05 -0.00 0.05 21.43 12.83 1.00 1.00 0.11 50.23 30.08 +D-0.60W Dsgn.L= 11.33 ft 1 0.289 0.045 3.71 -0.13 3.71 21.43 12.83 1.14 1.00 1.34 50.23 30.08 Dsgn.L= 1.50 it 2 0.010 0.008 -0.13 0.13 21.43 12.83 1.00 1.00 0.24 50.23 30.08 +D+0.450W Dsgn.L= 11.33 ft 1 0.094 0.014 0.03 -120 1.20 21.43 12.83 1.14 1.00 0.43 50.23 30.08 Dsgn.L= 1.50 ft 2 0.002 0.002 0.03 -0.00 0.03 21.43 12.83 1.00 1.00 0.07 50.23 30.08 +D-0.450W Steel Beam File:Steel or Wood Beam.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.5.17 DESCRIPTION: Beam Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn.L= 11.33 ft 1 0235 0.036 3.01 -0.10 3.01 21.43 12.83 1.14 1.00 1.09 50.23 30.08 Dsgn.L= 1.50 ft 2 0.008 0.007 -0.10 0.10 21.43 12.83 1.00 1.00 0.20 50.23 30.08 +D+0.750S+0.450W Dsgn.L= 11.33 ft 1 0.028 0.004 0.00 -0.36 0.36 21.43 12.83 1.14 1.00 0.13 50.23 30.08 Dsgn.L= 1.50 ft 2 0.000 0.000 0.00 -0.00 0.00 21.43 12.83 1.00 1.00 0.01 50.23 30.08 +D+0.750S-0.45OW Dsgn.L= 11.33 ft 1 0.301 0.046 3.86 -0.13 3.86 21.43 12.83 1.14 1.00 1.40 50.23 30.08 Dsgn.L= 1.50 ft 2 0.010 0.008 -0.13 0.13 21.43 12.83 1.00 1.00 0.25 50.23 30.08 +0.60D+0.60W Dsgn.L= 11.33 ft 1 0.177 0.027 0.07 -227 2.27 21.43 12.83 1.14 1.00 0.82 50.23 30.08 Dsgn.L= 1.50 ft 2 0.005 0.005 0.07 -0.00 0.07 21.43 12.83 1.00 1.00 0.14 50.23 30.08 +0.60D-0.60W Dsgn.L= 11.33 ft 1 0261 0.040 3.35 -0.11 3.35 21.43 12.83 1.14 1.00 1.21 50.23 30.08 Dsgn.L= 1.50 ft 2 0.009 0.007 -0.11 0.11 21.43 12.83 1.00 1.00 0.22 50.23 30.08 +0.60D Dsgn.L= 11.33 ft 1 0.042 0.007 0.54 -0.02 0.54 21.43 12.83 1.14 1.00 0.20 50.23 30.08 Dsgn.L= 1.50 ft 2 0.002 0.001 -0.02 0.02 21.43 12.83 1.00 1.00 0.04 50.23 30.08 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span -W 1 0.4095 5.665 0.0000 0.000 2 0.0000 5.665 -W -0.1698 1.500 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 1.666 1.989 Overall MINimum -0.127 -0.142 D Only 0.323 0.395 +D+S 0.723 0.873 +D+0.750S 0.623 0.753 +D+0.60W -0.677 -0.799 +D-0.60W 1.322 1.588 +D+0.450W -0.427 -0.500 +D-0.450W 1.073 1.289 +D+0.750S+0.450W -0.127 -0.142 +D+0.750S-0.45OW 1.373 1.648 +0.60D+0.60W -0.806 -0.956 +0.60D-0.60W 1.193 1.430 +0.60D 0.194 0.237 S Only 0.400 0.478 W Only -1.666 -1.989 -W 1.666 1.989 Steel Column File:Steel or Wood Beam.ec6 Software copyright ENERCALC,INC.1983-2020,Build.12.20.5.31 DESCRIPTION: Column Code References Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 Load Combinations Used :ASCE 7-16 General Information Steel Section Name: HSS4x4x1/8 Overall Column Height 9.110 ft Analysis Method: Allowable Strength Top&Bottom Fixity Top Free, Bottom Fixed Steel Stress Grade Brace condition for deflection(buckling)along columns Fy:Steel Yield 46.0 ksi X-X(width)axis: E:Elastic Bending Modulus 19,000.0 ksi Unbraced Length for buckling ABOUT Y-Y Axis=9.110 ft,K=2.1 Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=9.110 ft,K=2.1 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included:58.851 Ibs*Dead Load Factor AXIAL LOADS... GRAVITY:Axial Load at 9.110 ft,D=0.3730,S=0.6220,W=2.586 k BENDING LOADS... LATERAL:Lat.Point Load at 9.110 ft creating Mx-x,W=0.090,E=0.0120 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.3308 : 1 Maximum Load Reactions.. Load Combination +D+0.60W Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are... Top along Y-Y 0.0 k Pa:Axial 1.983 k Bottom along Y-Y 0.090 k Pn/Omega:Allowable 8.256 k Ma-x:Applied -0.4919 k-ft Maximum Load Deflections... Mn-x/Omega:Allowable 4.827 k-ft Along Y-Y 0.4665 in at 9.110ft above base Ma-y Applied 0.0 k-ft for load combination:W Only : Mn-y/Omega:Allowable 4.827 k-ft Along X-X 0.0 in at 0.0ft above base for load combination PASS Maximum Shear Stress Ratio= 0.003856 : 1 Load Combination +D+0.60W Location of max.above base 0.0 ft At maximum location values are... Va:Applied 0.0540 k Vn/Omega:Allowable 14.003 k Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Cbx Cby KxLx/Rx KyLy/Ry Stress Ratio Status Location D Only 0.052 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.000 PASS 0.00 ft +D+S 0.128 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.000 PASS 0.00 ft +D+0.750S 0.109 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.000 PASS 0.00 ft +D+0.60W 0.331 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.004 PASS 0.00 ft +D+0.450W 0.173 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.003 PASS 0.00 ft +D+0.750S+0.450W 0.318 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.003 PASS 0.00 ft +0.60D+0.60W 0.310 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.004 PASS 0.00 ft +1.015D+0.8750E 0.046 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.001 PASS 0.00 ft +1.011 D+0.750S+0.6563E 0.070 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.001 PASS 0.00 ft +0.5847D+0.8750E 0.035 PASS 0.00 ft 1.67 1.00 145.30 145.30 0.001 PASS 0.00 ft Maximum Reactions Note:Only non-zero reactions are listed. Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top D Only 0.432 +D+S 1.054 +D+0.750S 0.898 S File:Steel or Wood Beam.ec teel COlumn Software copyright ENERCALC,INC.1983-2020,Build:12.20.5.31 DESCRIPTION: Column Maximum Reactions Note:Only non-zero reactions are listed. Axial Reaction X-X Axis Reaction k Y-Y/lids Reaction Mx-End Moments k-ft My-End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top +D+0.60W 1.983 0.054 -0.492 +D+0.450W 1.596 0.041 -0.369 +D+0.750S+0.450W 2.062 0.041 -0.369 +0.60D+0.60W 1.811 0.054 -0.492 +D+0.70E 0.432 0.008 -0.077 +D+0.750S+0.5250E 0.898 0.006 -0.057 +0.60D+0.70E 0.259 0.008 -0.077 S Only 0.622 W Only 2.586 0.090 -0.820 E Only 0.012 -0.109 Extreme Reactions Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx-End Moments k-ft My-End Moments Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Axial @ Base Maximum 2.586 0.090 -0.820 " Minimum 0.012 -0.109 Reaction, X-X Axis Base Maximum 0.432 " Minimum 0.432 Reaction, Y-Y Axis Base Maximum 2.586 0.090 -0.820 " Minimum 0.432 Reaction, X-X Axis Top Maximum 0.432 " Minimum 0.432 Reaction, Y-Y Axis Top Maximum 0.432 " Minimum 0.432 Moment, X-X Axis Base Maximum 0.432 " Minimum 2.586 -0.820 0.090 -0.820 Moment, Y-Y Axis Base Maximum 0.432 " Minimum 0.432 Moment, X-X Axis Top Maximum 0.432 " Minimum 0.432 Moment, Y-Y Axis Top Maximum 0.432 " Minimum 0.432 Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750S 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.60W 0.0000 in 0.000 ft 0.280 in 9.110 ft +D+0.450W 0.0000 in 0.000 ft 0.210 in 9.110 ft +D+0.750S+0.450W 0.0000 in 0.000 ft 0.210 in 9.110 ft +0.60D+0.60W 0.0000 in 0.000 ft 0.280 in 9.110 ft +D+0.70E 0.0000 in 0.000 ft 0.044 in 9.110 ft +D+0.750S+0.5250E 0.0000 in 0.000 ft 0.033 in 9.110 ft +0.60D+0.70E 0.0000 in 0.000 ft 0.044 in 9.110 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.466 in 9.110 ft E Only 0.0000 in 0.000 ft 0.062 in 9.049 ft Steel Section Properties : HSS4x4x118 Steel COlumn File:Steel or Wood Beam.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.5.31 DESCRIPTION: Column Steel Section Properties : HSS4x4x118 Depth = 4.000 in I xx = 4.40 inA4 J = 6.910 in^4 Design Thick = 0.116 in S xx = 2.20 in^3 Width = 4.000 in R xx = 1.580 in Wall Thick = 0.125 in Zx = 2.560 inA3 Area = 1.770 inA2 1 yy = 4.400 inA4 C = 3.490 inA3 Weight = 6.460 plf S yy = 2.200 in^3 R yy = 1.580 in Ycg = 0.000 in Sketches Y3,611k 1N+M +X Load 1 0 4.00in teel Pole FootingEmbedded in Soil FNC.1983-or WoodBeam.ec6 Software copyright ENERCALC,INC.1983-2020,BuiId:12.20.5.31 DESCRIPTION: POLE FOOTING Code References Calculations per IBC 2018 1807.3, CBC 2019,ASCE 7-16 Load Combinations Used :ASCE 7-16 General Information Pole Footing Shape Rectangular Pole Footing Width............. 18.0 in Calculate Min.Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive.................. 133.0 pcf Max Passive................... 1,500.0 psf Point Load Controlling Values Governing Load Combination: +D+0.60W io Lateral Load 0.0540 k Moment 0.4919 k-ft NO Ground Surface Restraint a� Pressures at 1/3 Depth Actual 113.502 psf Soil Surface No lateral restraint Allowable 113.693 lost I i� Minimum Required Depth 2.625 ft Footing Base Area 2.250 ft^2 Maximum Soil Pressure 0.8903 ksf Applied Loads Lateral Concentrated Load (k) Lateral Distributed Loads (klf) Vertical Load (k) D:Dead Load k k/ft 0.3730 k Lr:Roof Live k k/ft k L:Live k k/ft k S:Snow k k/ft 0.6220 k W:Wind 0.090 k k/ft 2.586 k E:Earthquake 0.0120 k k/ft k H:Lateral Earth k k/ft k Load distance above TOP of Load above ground surface ground surface 9.110 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at 1/3 Depth Soil Increase Load Combination Loads-(k) Moments-(ft-k) Depth-(ft) Actual-(psf) Allow-(psf) Factor D Only 0.000 0.000 0.13 0.0 0.0 1.000 +D+S 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.750S 0.000 0.000 0.13 0.0 0.0 1.000 +D+0.60W 0.054 0.492 2.63 113.5 113.7 1.000 +D+0.450W 0.041 0.369 2.38 102.3 102.7 1.000 +D+0.750S+0.450W 0.041 0.369 2.38 102.3 102.7 1.000 +0.60D+0.60W 0.054 0.492 2.63 113.5 113.7 1.000 +D+0.70E 0.008 0.077 1.38 58.3 59.4 1.000 +D+0.750S+0.5250E 0.006 0.057 1.25 52.9 53.7 1.000 Pole FootingEmbedded in Soil 1983-File or WoodBeam.ec6 Software copyright ENERCALC,INC. 983-202Q,BuiId:12.20.5.31 DESCRIPTION: POLE FOOTING +0.60D+0.70E 0.008 0.077 1.38 58.3 59.4 1.000 r _ r 1 • z . - i b 1 1