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Item 6A- PlansPHOTOVOLTAIC SYSTEM 7.77 KW DC 1111 FONTAINE DR SOUTHLAKE. TX 76092 PROJECT DATA PROJECT 1111 FONTAINE DR ADDRESS: I SOUTHLAKE, TX 76092 OWNER: I CHAD KILLEEN CONTRACTOR: I INFINITY SOLAR INC. DESIGNER: I NAREK A. SCOPE: 7.77 kW DC 1 6.35 kW AC ROOF MOUNT SOLAR SYSTEM WITH 23 PRISM BH 338W SOLAR MODULES BN60-338BSTC AND SE760OH-US [2401 (RAPID SHUTDOWN COMPLIANT) INVERTER. ELECTRICAL EXISTING 1�, 3W, 120/240V INFORMATION: MAIN SERVICE PANEL 200A BUSBAR RATING MAIN SERVICE 200A BREAKER RATING BUILDING TWO STORY HOUSE INFORMATION: CONSTRUCTION TYPE: V-B OCCUPANCY:R APN: 144582D35 LOT AREA: 1 0.47 ACRES LIVING AREA: 1 3,872 SQFT CODE REFERENCES THE INSTALLATION OF SOLAR ARRAYS AND PHOTOVOLTAIC POWER SYSTEMS SHALL COMPLY WITH THE FOLLOWING CODES: 2018 (IBC) INTERNATIONAL BUILDING CODE 2015 (IMC) INTERNATIONAL MECHANICAL CODE 2015 (IPC) INTERNATIONAL PLUMBING CODE 2018 (IFC) INTERNATIONAL FIRE CODE 2018 (IRC) INTERNATIONAL RESIDENTIAL CODE 2017 (NEC) NATIONAL ELECTRIC CODE ALL OTHER ORDINANCE ADOPTED BY THE LOCAL GOVERNING AGENCIES GENERAL NOTES 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 2. OUTDOOR EQUIPMENT SHALL BE AT LEAST NEMA 3R RATED 3. ALL METALLIC EQUIPMENT SHALL BE GROUNDED 4. ALL SPECIFIC WIRING IS BASED ON THE USE OF COPPER. 5.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 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 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. 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. 10. WHENEVER A DISCREPANCY IN QUALITY OF EQUIPMENT ARISES ON THE DRAWING OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE 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. 11. ALL BROCHURES, OPERATION MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE HANDED OVER TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF WORK PHOTOVOLTAIC NOTES 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 3. MODULES AND SUPPORT STRUCTURES SHALL BE GROUNDED. 4. SOLAR INVERTER MUST HAVE A MANUFACTURE INSTALLED DISCONNECTING MEANS THAT PREVENTS PARALLEL FEEDING UTILITY LINES DURING POWER OUTAGE. 5. REMOVAL OF AN INTERACTIVE INVERTER OR OTHER EQUIPMENT SHALL NOT DISCONNECT THE BONDING CONNECTION BETWEEN THE GROUNDING ELECTRODE CONDUCTOR AND THE PHOTOVOLTAIC SOURCE AND/OR OUTPUT CIRCUIT GROUNDED CONDUCTORS. 6. ALL PV MODULES AND ASSOCIATED EQUIPMENT AND WIRING SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGE. 7. LIVE PARTS OF PV SOURCE CIRCUITS AND PV OUTPUT CIRCUITS OVER 150V TO GROUND SHALL NOT BE ACCESSIBLE TO OTHER THAN QUALIFIED PERSONS WHILE ENERGIZED. 8 .INVERTER IS EQUIPPED W/ INTEGRATED GFDI, THUS PROVIDING GROUND FAULT PROTECTION 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 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 AND BONDING BETWEEN AC AND DC SYSTEMS AS PER NEC 690.47(C) AND SIZED AS PER SEC 250.122 15. EQUIPMENT GROUND CONDUCTOR REQUIRED IN RACEWAYS SIZED PER CEC 250-122. 16. PER ART 250.92. NON -CURRENT CARRYING METAL PARTS OF EQUIPMENT SHALL BE EFFECTIVELY BONDED TOGETHER. BOND BOTH ENDS OF RACEWAYS CITY REQUIRED NOTES 1.A SMOKE DETECTOR, APPROVED AND LISTED BY THE STATE FIRE MARSHAL, SHALL BE INSTALLED IN EACH DWELLING WHEN A PERMIT FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDS $1,000.00. A BATTERY POWERED SMOKE DETECTOR SATISFIES THE REQUIREMENTS FOR A SMOKE DETECTOR. (R314.6.2 CRC) 27HE CONTRACTOR SHALL PROVIDE A WRITTEN LETTER TO THE BUILDING INSPECTOR STATING THAT ALL INACCESSIBLE STRUCTURAL CONNECTIONS HAVE BEEN INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROVED PLANS. 3.PROVIDE SMOKE ALARMS AT THE FOLLOWING LOCATIONS AND NOTE ON THE PLANS; (R314.3 CRC) i. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. ii. IN EACH ROOM USED FOR SLEEPING PURPOSES. iii. IN EACH STORY, INCLUDING BASEMENTS. IN SPLIT LEVEL UNITS WITHOUT AN INTERVENING DOOR BETWEEN ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE 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. V. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACKUP. vi. APPROVED COMBINED SMOKE ALARMS AND CARBON DIOXIDE ALARMS SHALL BE ACCEPTABLE. 4.A CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN THE SPECIFIC EXISTING DWELLING UNIT THAT HAVE ATTACHED GARAGES OR FUEL -BURNING APPLIANCES FOR WHICH A PERMIT IS ISSUED FOR ALTERATIONS, REPAIRS OR ADDITIONS 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 INCLUDING BASEMENTS. COMBINED SMOKE/CARBON MONOXIDE ALARMS MAY BE USED. THE ALARM SHALL RECEIVE ITS PRIMARY POWER FROM THE BUILDING WIRING EXCEPT IT IS PERMITTED TO BE SOLELY BATTERY PERATED WHERE REPAIRS OR ALTERATIONS DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF AN ATTIC. SHOW ON THE PLANS.(R315 CRC) VICINITY MAP ' 1111 Qom 11- SATELLITE VIEW ra SHEET INDEX 0 COVER PAGE 1 ROOF PLAN 2 SINGLE LINE DIAGRAM 3 CODE REQUIRED SIGNAGE 4 SITE PLAN 5 1 STRUCTURAL DETAILS 6 1 STRUCTURAL DETAILS 8 INVERTER DATA SHEET 9 OPTIMIZER DATA SHEET 10 MODULE DATA SHEET C General Notes COVER PAGE Drawn By: Narek A. No. Revision/Issue Date CONTRACTOR Infinity Solar Inc. Address: 5760 Legacy Drive, Suite B3-377 Plano, Texas 75024 Phone Number: (469)304-3444 TECL# 32960 X f N F I N I T Y S O L A R P.j�wm. Chad Killeen I I I I Fontaine Dr Southlake, TX 76092 Dots JULY 20, 2019 g.. 0 S. AS INDICATED j PV SYSTEM PHOTOVOLTAIC ARRAY (23) Prism BN60 338W Solar Modules BN60-338BSTC (1) Solar Edge 7.6KW Inverter SE760OH-US [240] (23) Solar Edge P505 Power Optimizers Fontaine Dr General Notes ROOF PLAN Drawn By: Narek A. No. Revision/Issue Date CONTRACTOR Infinity Solar Inc. Address: 5760 Legacy Drive, Suite B3-377 Plano, Texas 75024 Phone Number: (469) 304-3444 TECL# 32960 X N F I N I TY S O L A R -j- —..- Chad Killeen I I I I Fontaine Dr Southlake, TX 76092 Dace JULY 20, 2019 s.e sca. AS INDICATED ampu PV SYSTEM All the photovoltaic systems wires that on the roof and side of the building shall be protected against physical damage SolarEdge Power Optimizer P505 Rated DC Input Power - 505 watts Maximum Input Voltage - 83 Vdc MPPT Range - 12.5 to 83 Vdc Maximum Input Current - 17.5 Adc Maximum Output Current - 15 Adc String Limitations - 6 to 25 Optimizers, 6,000 watts STC per string maximum PHOTOVOLTAIC ARRAY STRING a 12 PRISM SOLAR 338 WATT MODULES 12 P505 POWER OPTIMIZERS STRING b 11 PRISM SOLAR 338 WATT MODULES 11 P505 POWER OPTIMIZERS DC.1 1 JBOX NEMA3R 6" BY 6" QE INIMEM1QEMI01C■© L/L±j "' "' #6 AWG EGC COPPER WIRE RAI L GROUNDING MID CLAMP GROUNDING LUG PV ARRAY INFORMATION 23 PRISM SOLAR 338W MODULES MODEL # BN60-338BSTC 1 SOLAR EDGE 7.6 KW INVERTER MODEL # SE760OH-US [240] NUMBER OF STRINGS PER INVERTER: 2 NUMBER OF SERIES IN STRING a: 11 NUMBER OF SERIES IN STRING b: 12 MAX DC WATTAGE: 12 * 338W = 4,056W <= 6,000W MAX DC VOLTAGE: 480V PV MODULE RATINGS # STC SHORT CIRCUIT CURRENT I -SC = 11.23A MAXIMUM POWER CURRENT I -MP = 10.5A OPEN CIRCUIT VOLTAGE V-OC = 40.45V MAXIMUM POWER VOLTAGE V-MP = 32.5V INVERTER RATING PEAK PWR TRACKING VOLTAGE = 400 V CEC EFFICIENCY = 99.0 % ENCLOSURE: NEMA3R MAXIMUM INPUT CURRENT = 20.0 A MAXIMUM OUTPUT CURRENT = 32.0 A MAXIMUM INPUT POWER = 11,800 W MAXIMUM OUTPUT POWER = 7,600 W PV system is rapid shutdown ready by NEC 690.12 SOLAR EDGE 7.6KW INVERTER WITH INTEGRATED RAPID SHUTDOWN MODEL# SE760OH-US [240] Max Input Voltage: 480V 3/4" FMT CONDUIT 35 FEET [ DCA ] FROM PV MODULES TO J-BOX (4) # 10 AWG PV WIRE + (1) #6 AWG BARE CU EGC FREE IN THE AIR [ DC.2 ] FROM J-BOX TO INVERTER (4) #10 AWG THWN-2 + (1) #8 AWG CU EGC 3/4" FMT TYPE CONDUIT 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 RACEWAY DIMENSION FROM THE ROOF DECKING OVER 18" (TEMP - 39 + 17 = 56C) AMBIENT TEM FACTOR 0.71 PER NEC 310.15(b)(2)(a) 15.8 A / 0.71 = 22.3 A MORE THAN 3 CCC ADJST. FACTOR (4 WIRES) - 0.8 ADJUSTED CONDUCTOR AMPACITY - 22.3 A / 0.8 = 27.9 A WIRE SIZE FROM NEC TABLE 310.15(b)16 - 10 AWG AMBIENT TEM FACTOR 0.71 PER NEC 310.15(b)(2)(a) [ AC ] FROM INVERTER TO MAIN SERVICE PANEL (3)#6 AWG THWN-2 + (1) #6 AWG CU EGC, 3/4" EMT TYPE CONDUIT MAXIMUM INVERTER OUTPUT CURRENT: 47.5 A CONSIDERS CONTINUOUS: 47.5A * 1.25 = 59.4 A TEMPERATURE ADJUSTMENT - 59.4A / 0.91 = 65.3A CONDUCTOR SIZE FROM NEC TABLE 310.16 - 6 AWG AMBIENT TEM FACTOR 0.91 PER NEC 310.15(b)(2)(a) 0 3/4" EMT 60AVISIBLE, CONDUIT LOCKABLE, LABELED 1 FEET DISCONNECT ( WITHIN 10 FEET FROM THE ONCOR UTILITY METER) NEMA 3R, LOCKABLE OUTPUT CALCULATIONS PV SYSTEM MAX DC OUTPUT: 23 * 338W = 7,774W PV SYSTEM MAX AC OUTPUT: (23) PRISM SOLAR BN60-338BSTC (1) SOLAR EDGE SE760OH-US [240] Pmax (PTC Rating) PER MODULE: 278.9W 278.9W * 23 = 6.41 KW 6.41 KW * 99.0% INVERTER = 6.35 KW <10 FEET INSTALL2P 40A CB(PV) AT OPPOSITE END OF BUS FROM MAIN FEEDER CB 3/4" EMT CONDUIT 1 FEET Premise# 920 1547 ESI# 1044 37 2000 9201547 UTILITY ONCOR UTILITY MET[ M 0 200A END EXISTING GROUNDING SYSTEM MAIN PANEL RATING U) Z) m CD 0 0 N EXISTING 200A MAIN SERVICE PANEL 120/240V 1 P.3W SPLIT PHASE: 3W, 120/240V BUSBAR RATING = 200A MAIN SERVICE BREAKER = 200A END FEED 120% RULE: MAX ALLOWED FEED: 240A PV BACKFEED BREAKER SIZE: 40A ACTUAL FEED: 200A "MSP" + 40A "SOLAR" = 240A <= 240A MAX General Notes SINGLE LINE DIAGRAM Drawn By: Narek A. No. Revision/Issue Date CONTRACTOR Infinity Solar Inc. Address: 5760 Legacy Drive, Suite 133-377 Plano, Texas 75024 Phone Number: (469) 304-3444 TECL# 32960 X N F I N I T Y S O L A R ft,w Chad Killeen I I I I Fontaine Dr Southlake, TX 76092 od. DULY 20, 2019 s 2 AS INDICATED PV SYSTEM no E0 el (STICKER TO BE LOCATED ON CONDUIT WITH DC CURRENT EVERY 4' HORIZONTALLY OR 10' VERTICALLY AND 1' FROM EACH SIDE OF A BEND) N T (TO BE LOCATED ON SUB -PANEL ONLY WHEN SUB -PANEL IS DEDICATED FOR PV ONLY) O DC DISCONNECT DC PHOTOVOLTAIC POWER SOURCE RATED MAX POWER POINT CURRENT- 10.5 AMPS RATED MAX POWER POINT VOLTAGE- 400 VOLTS MAXIMUM SYSTEM VOLTAGE- 480 VOLTS SHORT CIRCUIT CURRENT- 15.7 AMPS low (STICKER LOCATED INSIDE PANEL NEXT TO SOLAR BREAKER) (STICKER LOCATED INSIDE PANEL BELOW PV BREAKER) (STICKER LOCATED ON THE PV SUB PANEL) Permanent directory or plaque providing location of service disconnecting means and photovoltaic system disconnecting means, if not located at the same location. (Plaques shall be metal or plastic, with engraved or machine printed letters, or electro-photo plating, in a contrasting color to the plaque. Plaques shall be permanently attached to the equipmenq or in the required location using an approved method that is suitable to withstand the environment to which it is exposed. Plaques and signage shall meet legibility, defacemet, exposure and adhesion requirements of Underwriters Laboratories marking and labeling system 969(UL969). Plaques will have red background & white lettering. MARKINGS, LABELS AND WIRING SIGNS A. Purpose: Provide emergency responders with appropriate warning and guidance with respect to isolating solar electric system. This can facilitate identifying energized electrical lines that connect solar panels to the inverter, as these should not be cut when venting for smoke removal B. Main Service Disconnect. 1. Residential buildings - The marking main be placed within the main service disconnect. The marking shall be placed outside cover if the main service disconnect is operable with the service panel closed. 2. Commercial buildings - Tha marking shall be placed adjacent to the main O service disconnect clearly visible from the location where the level is operated 3. Markings: Verbiage, Format and Type of Material. a. Verbiage: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED b. Format: White lettering on a red background. Minimum 3/8 inches letter height. All letters shall be capitalized. Arial or similar font, non bold. c. Material: Reflective, weather resistant material suitable for the environment (use UL - 969 as standard for weather rating). Durable adhesive materials meet this requirement. C.Marking Requirements on DC conduit, raceways, enclosures, cable assemblies, DC combiners and junction boxes: 1. Markings: Verbiage, Format and Type of Material. a. Placement : Markings shall be placed every 10 feet on all interior and exterior 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 shall adhere to W. V-3b, c" of this requirement. c. Inverters are not required to have caution markings 1.Marking is required on all interior and exterior DC conduit raceways, enclosures, cable assemblies,and junction boxes,combiner boxes and disconnects.CFC 605.11.1 2.The materials used for marking shall be reflective,weather resistant material suitable for the environment. Minimum 3/8 "letter height; all upper case letters Arial or similar font; Red background with white lettering. CFC 605.11.1.1 3.Marcking shall contain the words: WARNING : PHOTOVOLTAIC POWER SOURCE. CFC 605.11.1.2 4.Marcking shall be placed adjacent to the main service disconnect in a location clearly visible from the location where the disconnect is operated CFC 605.11.1.3 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: SERVICE POINT Fontaine Dr ONCOR UTILITY METER VISIBLE LOCKABLE LABELED DISCONNECT SOLARINVERTER o a a, 27090' SOLAR ARRAY ON THE ROOF iao General Notes CODE REQUIRED SIGNAGE Drawn By: Narek A. No. Revision/Issue Date CONTRACTOR Infinity Solar Inc. Address: 5760 Legacy Drive, Suite 63-377 Plano, Texas 75024 Phone Number: (469) 304-3444 TECL# 32960 X N F I N I TY S O L A R -J- ram. s re — Chad Killeen I I I I Fontaine Dr Southlake, TX 76092 Dde JULY 20, 2019 S- 3 sca. AS INDICATED PV SYSTEM General Notes SITE PLAN Drawn By : Narek A. No. Revision/Issue Date CONTRACTOR Infinity Solar Inc. Address: 5760 Legacy Drive, Suite B3-377 Plano, Texas 75024 Phone Number: (469) 304-3444 TECL# 32960 X N F I N I T Y 5 Q L A R vmyrt x.n. s �r.w Chad Killeen 1111 Fontaine Dr Southlake, TX 76092 ooro JULY 20, 2019 an.r 4 S.I. AS INDICATED Aa.a PV SYSTEM UNIT INDEX MSP (E) Main Service Panel OM (E) Oncor Utility Meter Fontaine Dr INV (N) Inverter VLLD (N) Visible Lockable, Labeled Disconnect Driveway 'co Cl Power Optimizer ntaireOr Solar Module MSP O OnDDisconnect Utility — — — Visible Lockable labeleo Within 10 feet from the -, INV ---- �� Gateo 0 195' O �[) J ,-� 0 o ° 59' o 0 0 f r` 1 Fence 210' W E > 270° 90° �--, s 180, SCALE 25' ` � 0 5 10 15ft z w CL 0 P) SITE PLAN SCALE; N.T.S. f COLS. %iN PER PLAN A3e sT La BASE Pihi E W .iti11P" 1.11 [MA. SM&C-UL"T. 1. g 2k Ohl DMENT 12" IA341P'SHRINK FL+J9►`ANU HIGH STBtE.'9C'rTH GVJA T Ai f 2' D(& STROW, BLOT W MINMUM 2-15' EMIRE DME14T C-6'?LI'-G'X1--W DEPP PID� Ft}UTI.yG• W=11-i RLMAX. 1 -E" FeM&'AV COLUMN BASE @FOOTING SCALE: N.T.S. AREA TABULATION BUILDING AREA: OCCUPANCY = Rl CONSTRUCTION TYPE = b' 2-STORY BUILDING BUILDING AREA = 4.05- SO. FT. PATIO AREA= 546 SO- FT. MATERIALS RAFTERS. ALUMINUM ,AiSM GRADE B COLUMN: A500 GWE S CONCRETE: 2,5DD PSI SCOPE OF WORK SCOPE OF WOF: NEW 29 - U T-:V SOLAR STi RIJCWHE W I TH CONC. FOOTING DESIGN 00DE:. COMPLIES WITH 2018 IBC DESIGN LOADS: DEAD LOAD = 3 PSF SNOW LOAD = 5 PSF DESIGN CRITERL4- DESIGN CATEGORY = D SS = 0.102. S[,- = 0. leg S, = 0.D54 SL,. = 0.0m WIND €V'OSURE = iC WIND SPIED = 105 MPH SOIL BEARING; PRESSURE = 1,500 PSF General Notes STRUCTURAL DETAILS Drawn By: Narek A. No. Revision/lasue Date CONTRACTOR Infinity Solar Inc. Address: 5760 Legacy Drive, Suite B3-377 Plano, Texas 75024 Phone Number: (469) 304-3444 TECL# 32960 X N F I N I T Y S O L A R Pm7ea x�. a bnm Chad Killeen I I I I Fontaine Dr Southlake, TX 76092 Deb. JULY 20, 2019 s». 5 aee. AS INDICATED PV SYSTEM STEEL COLT PER PLAN. CL MAIM PLAN YP. BTL. BEAM TO STL. COLUMN S,S.4i_E N-T.S. HS3a ZD ry T_5eT �77 I fi SOLAR PATIO FRAMING FLAN SC.xLE: 1:4" = 1'-0" P', F I NtH -THRU TO STL. BEAD General Notes STRUCTURAL DETAILS Drawn By: Narek A. No. Revision/lasue Date CONTRACTOR Infinity Solar Inc. Address: 5760 Legacy Drive, Suite B3-377 Plano, Texas 75024 Phone Number: (469) 304-3444 TECL# 32960 X n N F I N I T Y S O L A R Chad Killeen I I I I Fontaine Dr Southlake, TX 76092 JULY 20, 2019 6 a AS INDICATED PV SYSTEM 2 SE-2 SE-2 TEMPERED GLASS WHERE OCCURS I SLOPE Mf�1. PER PLAN GLASSSOLAR PANEL C-THRU ALUMINUM RAFTERS PER PLAN BEAM PER. PLAN POST PER PLAN JEj CONC SLAB NEW CONO FOOTING 2 SOLAR PATIO FRAMING PLAN SCALE: N.T.S. GLASS SOLAR PANEL 2 S E-3 MID -POST 'WHERE OCCURS IEj CO►NC, FOOTING EXI3 I INI: WALL STUP) I1 Lid, ALI. N 'op CAP YL' s {L "SPE PER i�?rCR riSMLFh�.TlJ�4E.r1 i ' -F .h4a &YQEITs was � tY'1: % Ya 0044ER, LS 41'N. cas EDUEMF N *_ :. �Cw�Ei,2?T4 I{ �.r su■ j �C:_WU4 M LUj,'1LWWATTAP*AEXr 1�lMIB 0075"P'Nf �4,iel _j r-C75 60(iJ -T� C-THRU RAFTER TO WALL SCALE: N T.S, General Notes STRUCTURAL DETAILS Drawn By: Narek A. No. Revision/Issue Date CONTRACTOR Infinity Solar Inc. Address: 5760 Legacy Drive, Suite 133-377 Plano, Texas 75024 Phone Number: (469)304-3444 TECL# 32960 X N F I N I T Y S O L A R Chad Killeen 1111 Fontaine Dr Southlake, TX 76092 Date JULY 20, 2019 s 7AS �. INDICATED PV SYSTEM Single Phase Inverter Z • C with HD -Wave Technology m for North America X SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / SE760OH-US / SE10000H-US / SE1140OH-US I..'..I O LA v ^� e solar.-277 _14D sofarW-HD..,, n. W W qr Optimized installation with HD -Wave technology Specifically designed to work with UL1741 SA certified, for CPUC Rule 21 grid compliance power optimizers / Record -breaking efficiency Extremely small Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp Built-in module -level monitoring Fixed voltage inverter for longer strings / Outdoor and indoor installation / Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article / Optional: Revenue grade data, ANSI C12.20 690.11 and 690.12 Class 0.5 (0.5% accuracy) solaredge.com solar=@@ c. Single Phase Inverter with HD -Wave Technol0gy for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-US / SE1140OH-US APPLICABLE TO INVERTERS WITH PART NUMBER OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211 - 240 - 264) AC Output Voltage Min: Nom.-Max. _ ✓ _ ✓ _ _ ✓ Vac (183 - 208 - 229) AC Frequency (Nominal) 59.3 - 60 - 60.50) Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current @240V Maximum Continuous Output _ 16 - 24 - - 48.5 A Current @208V Power Factor 1, adjustable -0.85 to 0.85 GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Country Configurable Yes Thresholds INPUT Maximum DC Power @240V 4650 1 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 - 7750 - - 15500 W Transformer -less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V«I 8.5 10.5 13.S 16.5 20 27 30.5 Adc Maximum Input Current @208V1`1 - 9 - 13.5 - - 27 Adc Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection WOW Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficency 99 99 @ 240V 98.5 @ 208V % Nighttime Power Consumption < 2.5 W ('i For other regional settings please ""tact SolarEdge support a) A higher current source may be used; the inverter will limit its input current to the values stated Supported Communication Interfaces RS485, Ethernet, ZigBee (optional), Cellular (optional) Revenue Grade Data, ANSI C12.20 OptionalM Inverter Commissioning with the SetApp mobile application using built-in Wi-R Access Point for local connection Rapid Shutdown - NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741, UL1741 SA, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards IEEE7S47, Rule 21, Rule 14 (HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG 1" Maximum / 14-6 AWG 1" Maximum /14-4 AWG Range DC Input Conduit Size / # of Strings / 1" Maximum / 1-2 strings / 14-6 AWG V Maximum / 1-3 strings / 14-6 AWG AWG Range Dimensions with Safety Switch (HxWxD) 17.7 x 14.6 x 6.8 / 4S0 x 370 x 174 21.3 x 14.6 x 7.3 / 540 x 370 x 185 in / mm Weight with Safety Switch 22 / 10 25.1 / 11.4 26.2 / 11.9 38.8 / 17.6 lb / kg Noise < 25 1<50 dBA Cooling Natural Convection Operating Temperature Range -40 to +140 / -40 to +041 °F / °C Protection Rating NEMA 4X (Inverter with Safety Switch) General Notes INVERTER DATA SHEET Drawn By: Narek A. No. Revision/Issue Date CONTRACTOR --A.- Infinity Solar Inc. Address: 5760 Legacy Drive, Suite 133-377 Plano, Texas 75024 Phone Number: (469)304-3444 TECL# 32960 X rl! ll1 N F I N I T Y S O L A R wa}ee rma» : ra«. Chad Killeen I I11 Fontaine Dr Southlake, TX 76092 Date JULY 20, 2019 SeM 8 scae AS INDICATED vn1.0 PV SYSTEM Power Optimizer For North America P320 / P340 / P370 / P400 / P405 / P505 F 5 AR WARRANTY IYY PV power optimization at the module -level / Specifically designed to work with SolarEdge inverters / Up to 25% more energy / Superior efficiency (99.5%) / Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading / Flexible system design for maximum space utilization solaredge.com ��•J II I� N m X / Fast installation with a single bolt / Next generation maintenance with module - level monitoring / Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) / Module -level voltage shutdown for installer and firefighter safety solar -.. / Power Optimizer For North America P320 / P340 / P370 / P400 / P405 / P505 INPUT Rated Input DC Powerl'i 320 1 340 <00 405 505 W Absolute Maximum Input Voltage (Voc at lowest temperature) 48 60 80 12511 83a1 Vdc MPPT Operating Range 8 - 48 8 - 60 8 - 80 12.5 - 10S 125 - 83 Vdc Maximum Short Circuit Current (Isc) 11 10.1 14 Adc Maximum DC Input Current 13.75 12.63 17.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 1 98.6 1 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 1 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per 1 ± 0.1 Vdc Power Optimizer STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) 129x153x27.5/5.1x6x1.1 129x153x33.5/ 5.1x6x1.3 129x159x49.S/ S.tx6.3x1.9 129x162x59/ 5.1x6.4x2.3 mm /in Weight (including cables) 630 / 1.4 1 750 / 1.7 845 / 1.9 1064 / 2.3 gr / Ib Input Connector MC411l Output Wire Type / Connector Double Insulated; MC4 Output Wire Length 0.95 / 3.0 1.2 / 3.9 m / ft Input Wire Length 0.16 / 0.52 m / ft Operating Temperature Range -40 - +85 / -40 - +185 `C / °F Protection Rating IP68 / NEMA6P Relative Humidity 0 - 100 % "' Rated SIC power of the module. Module of up to +5% power tolerance allowed '^ NEC 2017 requires max input voltage be not more than 80V " I For other connector types please contact SolarEdge Minimum String Length P400 (Power Optimizers) P405 / P505 Maximum String Length Maximum Power per String 25 5700 (6000 with SE7600-US - SE11400- 5250 I Yes or Orientations 10 18 8 14 25 SOtsi 6000(n 1 12750(8) „i For detailed stung sizing information refer to: http://—solaredge.com/sites/default/files/string sizing na.pdf w It is not allowed to mix P405/1`505 with P320/P340/P370/P400 in one string • A string with more than 30 optimizers does not meet NEC rapid shutdown requirements; safety voltage will be above the 30V requirement m For SE14.4KUS/SE43.2KU5: It is allowed to install up to 6,SODW per string when 3 strings are connected to the inverter 13 strings per unit for SE43.2KUS) and when the maximum power difference between the strings is up to 1,000W w For SE30KUS/SE33.3KUS/SE66.6KU5/SEt00KU5: It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter (3 strings per unit for SE66.61KUS/SEt00KUS) and when the maximum power difference between the strings is up to 2,000W C SolarEdge Technologies Ltd. All rights reserved. SOLAREDGE, the SolarEdge logo. OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. CE RoHS All other trademarks mentioned herein are trademarks of their respective owners. Date: 12/201BNchange NAM. Subject to ange without notice. General Notes OPTIMIZER DATA SHEET Drawn By: Narek A. No. Revision/Issue Date CONTRACTOR raar wa. s A,lnw Infinity Solar Inc. Address: 5760 Legacy Drive, Suite E13-377 Plano, Texas 75024 Phone Number: (469)304-3444 TECL# 32960 X N F I N I T Y S O L A R Prayed Nome k /d'we Chad Killeen I I11 Fontaine Dr Southlake, TX 76092 Data JULY 20, 2019 SaM 9 s<�a AS INDICATED Aa1ecL PV SYSTEM Prism T F C H N BN60 Bifacial Modules Solar 60 -CELL BI FACIAL SERIES BN60- 344BS-FC Prism's glass -on -glass modules make brilliant use of the sun by generating up to 35% more energy per Watt than traditional modules. High Module Efficiency Bifacial module efficiencies of up to 20.8% are achieved through the use of advanced bifacial silicon cell technology, with LID resistance built in. Prism's cells offer high front and back efficiencies up to +22.8% helping customers capitalize on their solar investment. Superior Low Light Performance Prism's modules offer exceptional performance in low light conditions due to the additional back energy. Bifacial Technology Both front and back surfaces of the module are capable of generating electricity. The back surface generates additional power. Mounting considerations that maximize a site's available albedo light can yield up to 30% gain in energy generation per installed Watt. Seamless Integration Prism's frameless modules with our streamlined j-box offer a solution to many possible applications including: Awnings, Canopies, Carports, Commercial Rooftops, Divid- ers, Facades, Fencing & Siding. Quality and Reliability Highest fire rating possible, achieving A ratings in burn- ing brand and spread of flames. IEC/UL certified to bifacial (BSTC") standards with an additional 300W/mz irradiance to guarantee safe operation at bifacial levels. ^ Prism Solar guarantees the front and back side Lam. power production for all its bifacial modules4 TUVRheinlantl Proudly manufactured in the USA u$ and ARRA compliant www.prismsolar.com 60 CELL BI FACIAL SERIES - BSTC 305-344W Projected specifications for Front STC', Rear STC', Bifacial STC (BSTC) Parameters for BN72-429/-435/-441 Front STC' BSTC' Rated Power Pmax (W) 295/300/305 333/338/344 Rated Voltage Vmp (V) 32.5 32.5 Rated Current Imp (A) 9.15/9.24/9.32 10.37/10.5/10.63 Open Circuit Voltage Voc (V) 40.45 40,45 Short Circuit Current Isc(A) 9.77/9.91/10.06 11.07/11.23/11.4 Module Efficiency (%) 17.8/18.1/18.4 20.1/20.4/20.8 Max System Voltage UL/IEC 1000V Series Fuse Rating/Limiting Reverse Current 15A PowerTolerance -3%/+3% -4%/+40/o Electrical Parameter Tolerance -10%/+10 -100/o/+10% Power Temperature Coefficient -0.386%/°C Voltage Temperature Coefficient (Voc) -0.282 WC Current Temperature Coefficient (Isc) +0.042 %/°C NOCT (Co) 46.6°C +/- 2°C Mechanical Data Glass, Front & Back 2 x 3.2mm Tempered Frame Type Frameless Bypass Diodes 3 Junction Box Slim Profile - Does not shadow bifacial cells Cable (Type/Gauge/Length) PV Wire/12 AWG/1200mm Connectors MC4 compatible Exterior Glass Dimensions 1671 mm X 989mm X 5.8mm ' (65.80in X 38.94in X 0.23in) 2 Weight 29kg (64lbs.) Operating Conditions Temperature -40°C to 85°C (-40°F to 1857) Max Mechanical Load' 4-point mount (80mm): 3300Pa snow, 2550Pa wind 6-point mount (80mm): 3600Pa wind/snow Certifications Certifications and Listings UL7703, IEC6121 S/61730, CE, CAN-CSA, Fire Rating Type=TDB ; Burning Brand =; Spread of Flames = Limited Warranty (Workmanship/Power) 10 Year5/30 Years Output (Front and Back)4 i - Measurea at manoara Testing Lonartions h IL): cen temp 25'L, AM I UUUW/m`. 2 - Length and width dimensions are +/- 5mm. 3 -To achieve this max weight loading, the support and racking system must meet the mechanical weight loading specified. IMPORTANT: Prism modules are rated at STC conditions and Bifacial STC conditions (BSTC'). BSTC' ratings account for additional power produced from the back of the module. Under certain mounting conditions, Prism modules could produce more power than their STC rating. This additional power should be accounted by using the BSTC' rating when sizing and selecting system components. CAUTION: Read the Installation Manual and Design Guide carefully before using this product. All specifications are subject to change without notice. BN60 Gen2 PRELIMINARY specifications, all values subject to change without notice. All rights reserved. rev 0 Irradiance Dependence BN60-338BSTC Temperature Dependence BN60-338BSTC �'Ce4leiry.��0� Pnpp•)f68W votlegeM Dimensions, mm [in] Length & width dimensions and j-box location are +/- 5mm. TO MAXIMIZE POWER a) Avoid shading the back side of the module by the support rack. b) Mount modules over highly reflective surfaces, such as a white roof or crushed white stone. c) Elevate modules above the mounting surface as much as possible. d) Refer to the Design Guide. i Prism Solar TECH NOLOGI ES 180 South Street, Highland, NY 12528 855-807-7476 (855-80-PRISM) www.prismsolar.com General Notes MODULE DATA SHEET Drawn By: Narek A. No. Revision/Issue Date CONTRACTOR Infinity Solar Inc. Address: 5760 Legacy Drive, Suite 63-377 Plano, Texas 75024 Phone Number: (469)304-3444 TECL# 32960 X !r N F I N I T Y S O L A R Chad Killeen I I11 Fontaine Dr Southlake, TX 76092 Dace JULY 20, 2019 sn..c sj AS INDICATED 10 vn7.ct PV SYSTEM SOUTHLAI« PLANNING & DEVELOPMENT SERVICES SPECIFIC USE PERMIT APPLICATION APPLICATION NO: ZA APPLICANT NAME: Infinity Solar ADDRESS: 5760 Legacy Dr., Ste B3-377 Plano, TX 75024 TELEPHONE: (214.) 226-9660 FAX: PRESENTZONING: Single Family REVISED March 2019 OWNER (if differen Chad Killeen 1111 Fontaine Drive Southlake, TX 76092 (817) 480-5401 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. 1. ❑ The appropriate application fee (checks payable to The City of Southlake). CITY USE ONLY: Received on this the _ day of 20 . Signed: 2. ✓ Common description or address of property location: 1111 Fontaine Drive. Southlake. TX 76092 SPECIFIC USE PERmn PAGE 2 Ol' 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 NSA .5. ❑✓ The legal description of the property (either A or B). 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 to county tax records. Survey, Abstract No. according ❑ A 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). ❑ A 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. n7 blueprints for Pre -Submittal and 27 blueprints for Formal Submittal - folded 9" x 12" n 1 reduction at 11" x 17 ❑ 1 digital copy in pdf SPECIFIC USE•: PERmn PAGE 3 Ol' 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. 7 blueprints for Pre -Submittal and 27 blueprints for Formal Submittal folded 9" x 12" II1 reduction at 11" x 17" 1 digital copy in pdf 7. Q 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 PERMrr PAGE 4 OF 6 Notarized signature of all owners is mandatory. Use additional sheets if necessary Property Ownership Acknowledgement. As property owner. I 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. I 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. I 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) Date Notary Acknowledgement No. 1: Before me. the undersigned authority. on this day personally appeared tl P/ known to me to be the person whose name is subscribed to the above and foregoing instrument. and owledge 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 I— day of V 4-. 20 Q.V . LOUJEAN FULLER 6 = Notary Public, State of Texa Notary P blic In and For Texas %�9r•....: �P Comm. Expires 02-26-2024 %FOF�e�. m%`` Notary ID 124837481 My comntission expires the _ day of tacaa L!�-- 20 A(4 . SPECIFIC USE PERMIT PAGE 5 OF 6 Agent Authori:,ation (if applieable): I. L f / 1 i -//� owner of the aforementioned property do hereby certify that I have given my permission to Infinity Solar to act as my agent for this rezoning request. Signature of Owner Name (Typed or Printed) Date Notary AckVowledgement No. 2. Before me, the undersigned authority, on this day personally appeared own to rr>t to be the person whose name is subscribed to the above and foregoing instrument, and kn ° ledge 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 Notary Public In and For Texas day of a. 20 . MOON �p,`�e �oV�,, LOWEAN FULLER °F=Notary Public, State of Texas Comm. Expires 02-26-202.4 Notary ID 124837481 My commission expires the A\ day of V—,C-\e20 _. SPECIFIC USE PEKMCI' PAGE 6 OF 6 CITY OF SOUTHLAKE GUIDELINES FOR POSTING PUBLIC HEARING SIGNS (ZONING CHANGES, CONCEPT PLANS, SITE PLANS, SPECIFIC USE PERMITS) APPLICANT, OWNER OR AUTHORIZED AGENT MUST READ AND SIGN Below are the procedural guidelines which must be closely followed when posting the signs to ensure proper consideration of the zoning issue. The Applicant. Owner or Authorized Agent assumes responsibility for the placement of the public hearing signs on the same property listed in the application for the zoning change. These zoning signs are required by the Comprehensive Zoning Ordinance as part of the public notice process. Failure to place signs will result in mandatory tabling of the zoning change request. II. The signs must be in place on the subject property at least fifteen 05) days prior to the public hearing to be held before the City Council. Signs are made available at the time of formal submittal. III. One (1) sign must be placed on each property line with street frontage. If the street frontage is greater than 1.000 feet. one sign must be placed for every one thousand (1.000) feet of street frontage. One sign must also be placed at every proposed tie-in or continuation of an existing public street. IV. Signs must be placed in the most prominently visible locations as possible, but should not be placed where they might serve as an obstruction of view for motorists. Ideally, the placement of signs ten to fifteen (10'-15') feet from the edge of the roadway, clear of any excessive undergrowth, would serve this requirement. The City reserves the right to request the signs be relocated to improve visibility. V. The signs must remain in place on the subject property throughout the time action is being taken on the zoning case. The Applicant, Owner or Authorized Agent should notify the City if a sign appears to have been removed from the property. I ha vi read the above requirements concerning the posting of zoning change signs and understand my responsibilities as the Applicant, Owner or Authorized Agent. Applicant. Owner or Authorized Agent Date Witness Date LL Z r LL a C a Q SITE PLAN SCALE: N.T.S. TEEL COL. ER PLAN AREA TABULATION BUILDING AREA: OCCUPANCY = R1 CONSTRUCTION TYPE = V 2-STORY BUILDING BUILDING AREA = 4,055 SQ. FT. PATIO AREA = 516 SQ. FT. MATERIALS �yoursolarplons.. ENGINEERING SOL"?IONS ROR ALL -O'.:R SOLAR IJ=L, 3000 E. BIRCH STREET SUITE-201 BREA, CA 92821 TEL- 1 (844) 783-5483 J PROJECT: Solar Patio 1111 Fontaine Dr Southlake, TX 76092 I SHEET TITLE: I 3) #3 TIES RAFTERS: ALUMINUM SITE PLAN & DETAIL #3 TIES @ 12" BEAMS: A500 GRADE B O.C. COLUMN: A500 GRADE B i) #4 VERT CONCRETE: 2,500 PSI STAMP CONCRETE PIER ,COLUMN BASE @ FOOTING SCALE: N.T.S. SCOPE OF WORK NEW 29'-6"x27'-5" SOLAR STRUCTURE WITH CONC. FOOTING DESIGN CODE: COMPLIES WITH 2O18 IBC DESIGN LOADS: DEAD LOAD = 3 PSF SNOW LOAD = 5 PSF DESIGN CRITERIA: DESIGN CATEGORY = D SS = 0.102 SpS = 0.109 S, = 0.054 Spy = 0.086 WIND EXPOSURE = C WIND SPEED = 105 MPH SOIL BEARING PRESSURE = 1,500 PSF CONTRACTOR: PROJECTBY YOURSOLARPLANS PROJECTNO. DATE. 2020/07/17 SCALE N/A REVISIONDATE' DESCRIPTION' SHEET SE-1:] STEEL COLUMN PER PLAN "TEFL BEAM R PLAN TYP. STL. BEAM TO STL. COLUMN SCALE: N.T.S. HSS 4 DETACHED SOLAR PATIO FRAMING PLAN SCALE: 1 /4" = V-0" S STIFFENER INSERT C-THRU TO STL. BEAM SCALE: N.T.S. yoursolorplons... ENGINEERING G�LUTIONS FO4 ALL VOL'R SULAR NE[^_ ": 3000 E. BIRCH STREET SUITE-201 BREA, CA 92821 TEL- 1 (844) 783-5483 I PROJECT: I Solar Patio 1111 Fontaine Dr Southlake, TX 76092 I SHEET TITLE: I FRAMING PLAN & DETAILS STAMP CONTRACTOR: PROJECTev. YOURSOLARPLANS PROJECT NO. DATE. 2020/07/17 SCALE. N /A REVISIONDATE' DESCRIPTION: SHEET SE.?_] Z0 O a a PER PLAN �� TEMPERED 3 2 GLASS WHERE SE-2 SE-2 OCCURS GLASS SOLAR PANEL SLOPE (2°) MIN. } C-THRU ALUMINUM � RAFTERS PER PLAN 2 SE-2 BEAM PER PLAN 3 SE-2 POST PER x0 PLAN a a Q [E] CONC. SLAB °a a NEW CONC. FOOTING — — — WHERE OCCURS 2 SE-1 GLASS SOLAR PANEL _❑--� ram/ 3 2 MID -POST WHERE OCCURS [E] CONC. FOOTING a I a e I I I I a 2 SE-1 DETACHED SOLAR PATIO FRAMING SECTION SCALE: N.T.S. EXISTING WALL STUD s i —to 2 SE-1 1 yoursolorplons... ENGINE W9 S.-TCON M.1 ALL YOUR S.LAR WI 3000 E. BIRCH STREET SUITE-201 BREA, CA 92821 TEL- 1 (844) 783-5483 J PROJECT: Solar Patio 1111 Fontaine Dr Southlake, TX 76092 STAMP CONTRACTOR: PROJECTBY YOURSOLARPLANS PROJECTNO. DATE. 2020/07/17 SCALE N/A REVISIONDATE' DESCRIPTION' SHEET S E .:3:] 7/20/2020 Yoursolarplons ENGINEERING SOLUTIONS FOR ALL YOUR SOLAR NEEDS Structural Calculations for Solar Patio Structure at: 1111 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. 949.254.27511 nwtruong@yahoo.com 3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821 7/1 /2020 L)T Hazards by Location ATC Hazards by Location Search Information .E a Address: 1111 Fontaine Dr, Southlake, TX 76092, USA 636 ft Coordinates: 32.931791, -97.1312055 cpq Plano zai _ o Elevation: 636 ft Timestamp: 2020-07-0lT21:05:34.713Z Weatherford a Fort Worth Dallas Q p 0 Hazard Type: Wind � Arlington ton lin 9 v, Go,f'I Ma data © Report a ma error .�rarnbury P P P 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 MR150-Year 85 mph MRI50-Year 90 mph MRI 100-Year 90 mph MRI 100-Year 96 mph Risk Category 1 99 mph Risk Category I 105 mph Risk Category 11 105 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=1111 Fontaine Dr%2C Southlake%2C TX 76092%2C USA 1/1 Design Wind Load on Open Structures with Monoslope CNW = 1.20 20.80 psf CNL = 0.30 5.20 Case y = 0° CNW = -1.10 19.07 psf 2 CNL = -0.10 -1.73 Case B 5 psf 6 psf Clear Wind Flow CNW = -0.50 -8.67 psf 3 7 CNL = -1.20 -20.80 psf Case A y = 0° CNW = -1.10 19.07 psf 4 CNL = -0.60 8 10.40 psf 0.51- 0.5L CNL = 0.30 5.20 psf CNW = 1.20 20.80 Case CNL = -0.10 -1.73 psf CNW = -1.10 -19.07 Case B CNL = -1.20 -20.80 psf CNW = -0.50 -8.67 Case CNL = -0.6 10.40 psf CNW = -1.10 -19.07 Case B Obstructed Wind Flow ASCE 7-16 p= ghGCN qZ .00256 KZ Kt Kd V2 I Roof Angle = 2 Mean Roof Height h = 9.11 FT Exp = C Exposure coefficient Kz= 0.85 Topography factor KzY= 1.00 Directionality factor Kd = 0.85 Wind Speed V = 105 MPH Importance factor Iw = 1.00 qZ= 20.39 PSF Gust Effect factor G = 0.85 CN = Net pressure coefficient p = 17.33 CN PSF psf *E] psf psf psf 1. CNw and CNL 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 TCHazards by Location ATC Hazards by Location Search Information Address: 1111 Fontaine Dr, Southlake, TX 76092, USA Coordinates: 32.931791,-97.1312055 Elevation: 636 ft Timestamp: 2020-07-01 T21:06:08.94OZ Hazard Type: Seismic Reference ASCE7-16 Document: Risk Category: II Site Class: D-default 5 636 ft cpjf_ Plano o zsi Weatherford Fort Worth Dallas C7 O 0 Arlington Go l€' P P a ma ranburw Ma data © Report error P MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 0.15 n 0.10 0.05 0.00 0 2 4 6 8 10 12 Basic Parameters 0.08 0.06 0.04 0.02 0.00 Period (s) 0 2 4 6 8 10 12 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 SDI 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 Period (s) 1/2 7/1/2020 ATC Hazards by Location C Rg CR, 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) S1RT 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=l111 Fontaine Dr%2C Southlake%2C TX 76092%2C USA 2/2 Seismic Loads: ASCE 7- 16 Strength Level Forces Risk Category : II 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 Fv = 2.400 Sms = 0.163 SDS = 0.109 Sm1 = 0.130 SW = 0.086 Design Category = A 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 (Qo) = 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 Special Seismic Load Effect (Em) = Emh +/- Ev = 40 CE +/- 0.2SDS D PERMITTED ANALYTICAL PROCEDURES Simplified Analysis - Use Equivalent Lateral Force Analysis = 1.3Qe +/- O.000D QE = horizontal seismic forc( = 1.25Qe +/ 0.022D D = dead loac Equivalent Lateral -Force Analysis Permittec Building period coef. ((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 Stiffner.sbf Tuesday, December 4, 2018 2:13 PM Geometric Properties Principal Properties Overall Properties Area 3.634 inz 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 Polar Properties Sx- 2.247 in3 S2- 1.127 in3 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 E www.iesweb.com 'AS 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 , = 20.8 psf Worst Case Downward Wind Pressure, p w d = -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 * Lz / 8 = 2.128 k-ft Max Shear V = w * L / 2 = 0.484 kips Section Modulus, Sx = 2.247 in 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 in" Deflection, 8 = 5wL4/ (384EI) = 0.54 in Delfection Allowed, 8. = L 1180 = 1.17 in Demand -Capacity Ratio, DCR = 8 / 8a = 0.46 < 1 OK Load on Column and Footin Tributary Area for Mid Column, TA = 124.4Ift' Wind Point Load, PW_ = TA * pW_ _ -2586 Ibs Wind Point Load, PW+ = TA * pW+ = 2586 Ibs Dead Point Load, Pc = TA * Qc = 373 Ibs Roof Live Load, Lr = 0 Ibs Snow Point Load, PS = TA * QS = 622 Ibs :!mum 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 ftz Total Weight, W = A * Q c = 1674 Ibs Seismic Coefficient, Cs = 0.044 Base Shear, V = 7�4 Ibs Number of Columns, N., = of Seismic Point Load per Column (Lateral), E = V / N_1 = 12 Ibs Height, H = 9.11 ft Overstrength Factor, 92o = 1.25 Wind Lateral Load, Pw = 90 Ibs See Attached Enercalc Analysis Pole Footing Analysh Load on C-Thru Rafter Attachment Loads: Wind Pressures q� _ -20.80 psf Tributary Length 1 = 14.75 ft Attachment Spacing IN = 3.42 ft Tributary Area At = 50.445 ft' Solar Panel Load Qc = 3 psf Wind Load Pw = q: * At _ -1049 Ibs Dead Load Pp = Qp * At = 151.34 Ibs Uplift Pa = 0.6(Pw+ Pp) _ -539 Ibs Shear V. = MAX [0.7VE, 06.Vw] = 54.159 Ibs Uplift: Shear: 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 * ng = 1594 Ibs Demand Capacity Ratio DCR = Pa / Ta = 0.34 < 1 OK #14 Screw Shear Capacity V = 243 Ibs (ICC 1976) Number of Screws per Attachment ng = 2 Allowable Shear per Attachment Ha = V * n = 486 Ibs Demand Capacity Ratio DCR = Va / Ha = 0.11 < 1 OK Steel Beam 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 Beam Bracing : Completely Unbraced Bending Axis: Major Axis Bending or Software coDOOt ENERCALC, INC. 1983-2020, Build:12.20.5.17 Fy : Steel Yield : 46.0 ksi E: Modulus: 29,000.0 ksi _ D(0.04275) S(0.07125) W(-0.2964) D(0.04275) S{0.07125}W(-02964) HSS4x4x5/16 Span = 11.330 ft 6 Span = 1.50 ft )plied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loadinq 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-0.45OW Load Combination +D+0.750S-0.45OW 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 0.90 -0.04 0.90 21.43 12.83 1.14 1.00 0.33 50.23 30.08 Dsgn. L = 1.50 ft 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 ft 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 ft 2 0.010 0.008 -0.13 0.13 21.43 12.83 1.00 1.00 0.24 50.23 30.08 +D+0A50W Dsgn. L = 11.33 ft 1 0.094 0.014 0.03 -1.20 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 rue: Steel or Wood beam.ecs 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 0.235 0.036 Dsgn. L = 1.50 ft 2 0.008 0.007 +D+0.750S+0.450W Dsgn. L = 11.33 ft 1 0.028 0.004 Dsgn. L = 1.50 ft 2 0.000 0.000 +D+0.750S-0.450W Dsgn. L = 11.33 ft 1 0.301 0.046 Dsgn. L = 1.50 ft 2 0.010 0.008 +0.60D+0.60W Dsgn. L = 11.33 ft 1 0.177 0.027 Dsgn. L = 1.50 ft 2 0.005 0.005 +0.60D-0.60W Dsgn. L = 11.33 ft 1 0.261 0.040 Dsgn. L = 1.50 ft 2 0.009 0.007 +0.60D Dsgn. L = 11.33 ft 1 0.042 0.007 Dsgn. L = 1.50 ft 2 0.002 0.001 Overall Maximum Deflections 3.01 -0.10 3.01 21.43 12.83 1.14 1.00 1.09 50.23 30.08 -0.10 0.10 21.43 12.83 1.00 1.00 0.20 50.23 30.08 0.00 -0.36 0.36 21.43 12.83 1.14 1.00 0.13 50.23 30.08 0.00 -0.00 0.00 21.43 12.83 1.00 1.00 0.01 50.23 30.08 3.86 -0.13 3.86 21.43 12.83 1.14 1.00 1.40 50.23 30.08 -0.13 0.13 21.43 12.83 1.00 1.00 0.25 50.23 30.08 0.07 -2.27 2.27 21.43 12.83 1.14 1.00 0.82 50.23 30.08 0.07 -0.00 0.07 21.43 12.83 1.00 1.00 0.14 50.23 30.08 3.35 -0.11 3.35 21.43 12.83 1.14 1.00 1.21 50.23 30.08 -0.11 0.11 21.43 12.83 1.00 1.00 0.22 50.23 30.08 0.54 -0.02 0.54 21.43 12.83 1.14 1.00 0.20 50.23 30.08 -0.02 0.02 21.43 12.83 1.00 1.00 0.04 50.23 30.08 Load Combination Span Max. "" Dail Location in Span Load Combination -W 1 0.4095 5.665 2 0.0000 5.665 -W Vertical Reactions Support notation : Far left is #1 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 Max. "+" Defl Location in Span 0.0000 0.000 -0.1698 1.500 Values in KIPS File: Steel or WoodBeam.ec6 Steel Column ` Software copyright ENERCALC, INC. 1983-2020, Build: KW-06009162 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: HSS4x4xl/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 for load combination :W Only Ma-y :Applied 0.0 k-ft 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 File: Steel or Wood Beam.ec6 Steel Column Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31 KW-06009162 DESCRIPTION: Column 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+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 rue: Steel or Wood beam.ecs KW-06009162 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 in^4 J = 6.910 in"4 Design Thick = 0.116 in S xx = 2.20 inA3 Width = 4.000 in R xx = 1.580 in Wall Thick = 0.125 in Zx = 2.560 inA3 Area = 1.770 in"2 Iyy = 4.400 in^4 C = 3.490in"3 Weight = 6.460 plf S yy = 2.200 inA3 R yy = 1.580 in Ycg = 0.000 in Sketches +X Load 1 o 4 - L 4.00in eel Pole FootingEmbedded in Soil File: 83-orWoodBeam.ec6 Software copyright ENERCALC, INC. 1983-2020, BuiId:12.20.5.31 KW-06009162 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 Lateral Load 0.0540 k Moment 0.4919 k-ft NO Ground Surface Restraint Qa Pressures at 113 Depth Actual 113.502 psf Soil Surface No lateral restraint Allowable 113.693 psf 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 FIN"Lol LO.COV ' Software copyright ENERCALC, INC. 983-2020,CIuIVVVVU BuiId:12.20OGCIIII.5.31 DESCRIPTION: POLE FOOTING +0.60D+0.70E 0.008 0.077 1.38 58.3 59.4 1.000 v A i