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Item 7 - Plans
0 C O V E R P A G E 1. ALL ELECTRICAL MATERIALS SHA L L B E N E W A N D L I S T E D B Y R E C O G N I Z E D E L E C T R I C A L T E S T I N G L A B O R A T O R Y C U S T O M M A D E E Q U I P M E N T S H A L L H A V E COMPLETE TEST DATA SUBMITTED B Y T H E M A N U F A C T U R E R A T T E S T I N G T O I T S S A F E T Y 2. OUTDOOR EQUIPMENT SHALL BE A T L E A S T N E M A 3 R R A T E D 3. ALL METALLIC EQUIPMENT SHAL L B E G R O U N D E D 4. ALL SPECIFIC WIRING IS BASED O N T H E U S E O F C O P P E R . 5.CONTRACTOR SHALL OBTAIN ELE C T R I C A L P E R M I T S P R I O R T O I N S T A L L A T I O N A N D S H A L L C O O R D I N A T E A L L I N S P E C T I O N S , T E S T I N G COMMISSIONING AND ACCEPTANC E W I T H T H E C L I E N T , U T I L I T Y C O . A N D C I T Y I N S P E C T O R S A S N E E D E D . 6.THE ELECTRICAL CONTRACTOR S H A L L V E R I F Y T H E E X A C T L O C A T I O N S O F S E R V I C E P O I N T S A N D S E R V I C E S I Z E S W I T H T H E S E R V I N G U T I L I T Y C O M P A N Y AND COMPLY WITH ALL UTILITY CO M P A N I E S R E Q U I R E M E N T S . I F T H E S O L A R B A C K F E D B R E A K E R I S V O E R T H E B U S S S I Z E 2 0 % L I M I T , C O N T R A C T O R S H A L L INCLUDE THE COST TO REPLACE M A I N B R E A K E R O R E N L A R G E M A I N C A P A C I T Y . 7. DRAWINGS ARE DIAGRAMMATIC O N L Y , R O U T I N G O F R A C E W A Y S S H A L L B E O P T I O N O F T H E C O N T R A C T O R U N L E S S O T H E R W I S E N O T E D A N D S H A L L B E COORDINATED WITH OTHER TRADE S . 8. IF THE ROOF MATERIAL OR ROOF S T R U C T U R E N O T A D E Q U A T E F O R P V I N S T A L L A T I O N , C A L L E N G I N E E R P R I O R T O I N S T A L L . T H E C O N T R A C T O R I S RESPONSIBLE TO VERIFY THAT TH E R O O F I S C A P A B L E O F W I T H S T A N D I N G T H E E X T R A W E I G H T . 9. IF THE DISTANCES FOR CABLE R U N S A R E D I F F E R E N T T H A N S H O W N , T H E C O N T R A C T O R S H A L L N O T I F Y T H E E L E C T R I C A L E N G I N E E R T O V A L I D A T E T H E SIRE SIZE. FINAL DRAWINGS WILL B E R E D - L I N E D A N D U P D A T E D A S A P P R O P R I A T E . 10. WHENEVER A DISCREPANCY IN Q U A L I T Y O F E Q U I P M E N T A R I S E S O N T H E D R A W I N G O R S P E C I F I C A T I O N S , T H E C O N T R A C T O R S H A L L B E R E S P O N S I B L E FOR PROVIDING AND INSTALLING A L L M A T E R I A L A N D S E R V I C E S R E Q U I R E D B Y T H E S T R I C T E S T C O N D I T I O N S N O T E D O N T H E D R A W I N G S O R I N T H E SPECIFICATIONS TO ENSURE COM P L E T E C O M P L I A N C E A N D L O N G E V I T Y O F T H E O P E R A B L E S Y S T E M R E Q U I R E D B Y T H E A R C H I T E C T / E N G I N E E R S . 11. ALL BROCHURES, OPERATION M A N U A L S , C A T A L O G S , S H O P D R A W I N G S , E T C . S H A L L B E H A N D E D O V E R T O O W N E R ' S R E P R E S E N T A T I V E A T T H E COMPLETION OF WORK1. ROOFTOP MOUNTED PHOTOVOL T A I C P A N E L S A N D M O D U L E S S H A L L B E T E S T E D , L I S T E D A N D I D E N T I F I E D U L 1 7 0 3 . 2. SOLAR SYSTEM SHALL NOT COV E R A N Y P L U M B I N G O R M E C H A N I C A L V E N T S 3. MODULES AND SUPPORT STRUC T U R E S S H A L L B E G R O U N D E D . 4. SOLAR INVERTER MUST HAVE A M A N U F A C T U R E I N S T A L L E D D I S C O N N E C T I N G M E A N S T H A T P R E V E N T S P A R A L L E L F E E D I N G U T I L I T Y L I N E S D U R I N G POWER OUTAGE.5. REMOVAL OF AN INTERACTIVE IN V E R T E R O R O T H E R E Q U I P M E N T S H A L L N O T D I S C O N N E C T T H E B O N D I N G C O N N E C T I O N B E T W E E N T H E G R O U N D I N G ELECTRODE CONDUCTOR AND THE P H O T O V O L T A I C S O U R C E A N D / O R O U T P U T C I R C U I T G R O U N D E D C O N D U C T O R S . 6. ALL PV MODULES AND ASSOCIAT E D E Q U I P M E N T A N D W I R I N G S H A L L B E P R O T E C T E D F R O M A N Y P H Y S I C A L D A M A G E . 7. LIVE PARTS OF PV SOURCE CIRC U I T S A N D P V O U T P U T C I R C U I T S O V E R 1 5 0 V T O G R O U N D S H A L L N O T B E ACCESSIBLE TO OTHER THAN QUA L I F I E D P E R S O N S W H I L E E N E R G I Z E D . 8 .INVERTER IS EQUIPPED W/ INTE G R A T E D G F D I , T H U S P R O V I D I N G G R O U N D F A U L T P R O T E C T I O N 9. ALL CONDUCTORS SHALL BE CO P P E R A N D 9 0 D E G R A T E D 10. ALL ELECTRICAL EQUIPMENT S H A L L B E L I S T E D B Y A R E C O G N I Z E D E L E C T R I C A L T E S T I N G L A B O R A T O R Y O R A P P R O V E D B Y T H E D E P A R T M E N T . 11. CONDUITS SHOULD BE PAINTED T O M A T C H E X I S T I N G R O O F A N D W A L L C O L O R S 12.ALL WORK SHALL BE IN ACCORD W I T H T H E 2 0 1 7 N E C W I T H S P E C I A L E M P H A S I S O N A R T I C L E 6 9 0 13. THE OUTPUT OF A UTILITY INTE R A C T I V E - I N V E R T E R S H A L L B E P E R M I T T E D T O B E C O N N E C T E D T O T H E S U P P L Y S I D E O F T H E S E R V I C E D I S C O N N E C T I N G MEANS AS PER 230.82(6)14. A SINGLE CONDUCTOR SHALL B E P E R M I T T E D T O B E U S E D T O P E R F O R M T H E M U L T I P L E F U N C T I O N S O F D C G R O U N D I N G , A C G R O U N D I N G AND BONDING BETWEEN AC AND D C S Y S T E M S A S P E R N E C 6 9 0 . 4 7 ( C ) A N D S I Z E D A S P E R S E C 2 5 0 . 1 2 2 15. EQUIPMENT GROUND CONDUCT O R R E Q U I R E D I N R A C E W A Y S S I Z E D P E R C E C 2 5 0 - 1 2 2 . 16. PER ART 250.92. NON-CURRENT C A R R Y I N G M E T A L P A R T S O F E Q U I P M E N T S H A L L B E E F F E C T I V E L Y B O N D E D T O G E T H E R . B O N D B O T H E N D S O F RACEWAYS1.A SMOKE DETECTOR, APPRO V E D A N D L I S T E D B Y T H E S T A T E F I R E M A R S H A L , S H A L L B E I N S T A L L E D I N E A C H D W E L L I N G W H E N A PERMIT FOR ALTERATIONS, R E P A I R S O R A D D I T I O N S E X C E E D S $ 1 , 0 0 0 . 0 0 . A B A T T E R Y P O W E R E D S M O K E D E T E C T O R S A T I S F I E S THE REQUIREMENTS FOR A SM O K E D E T E C T O R . ( R 3 1 4 . 6 . 2 C R C ) 2.THE CONTRACTOR SHALL PR O V I D E A W R I T T E N L E T T E R T O T H E B U I L D I N G I N S P E C T O R S T A T I N G T H A T A L L I N A C C E S S I B L E STRUCTURAL CONNECTIONS H A V E B E E N I N S T A L L E D I N C O N F O R M A N C E W I T H T H E R E Q U I R E M E N T S O F T H E A P P R O V E D P L A N S . 3.PROVIDE SMOKE ALARMS AT T H E F O L L O W I N G L O C A T I O N S A N D N O T E O N T H E P L A N S ; ( R 3 1 4 . 3 C R C ) i. OUTSIDE EACH SEPARAT E S L E E P I N G A R E A I N T H E I M M E D I A T E V I C I N I T Y O F B E D R O O M S . ii. IN EACH ROOM USED FO R S L E E P I N G P U R P O S E S . iii. IN EACH STORY, INCLUDI N G B A S E M E N T S . I N S P L I T L E V E L U N I T S W I T H O U T A N INTERVENING DOOR BETWEEN A D J A C E N T L E V E L S , A S M O K E A L A R M I N S T A L L E D O N T H E U P P E R L E V E L S H A L L S U F F I C E PROVIDED THAT THE LOWER L E V E L I S L E S S T H A N O N E F U L L S T O R Y B E L O W T H E U P P E R L E V E L . iv. ALARMS SHALL BE INTER C O N N E C T E D S U C H T H A T T H E A C T U A T I O N O F O N E A L A R M S H A L L ACTIVATE ALL ALARMS.v. ALARMS SHALL RECEIVE T H E I R P R I M A R Y P O W E R F R O M T H E B U I L D I N G W I R I N G W I T H B A T T E R Y B A C K U P . vi. APPROVED COMBINED S M O K E A L A R M S A N D C A R B O N D I O X I D E A L A R M S S H A L L B E A C C E P T A B L E . 4.A CARBON MONOXIDE DETEC T O R S H A L L B E I N S T A L L E D I N T H E S P E C I F I C E X I S T I N G D W E L L I N G U N I T T H A T H A V E A T T A C H E D GARAGES OR FUEL-BURNING A P P L I A N C E S F O R W H I C H A P E R M I T I S I S S U E D F O R A L T E R A T I O N S , R E P A I R S O R A D D I T I O N S EXCEEDING $1,000.00. LISTED S I N G L E - O R M U L T I - S T A T I O N C A R B O N M O N O X I D E A L A R M S S H A L L B E I N S T A L L E D O U T S I D E O F EACH SEPARATE SLEEPING AR E A I N T H E I M M E D I A T E V I C I N I T Y O F T H E B E D R O O M S A N D O N E V E R Y L E V E L O F A D W E L L I N G U N I T INCLUDING BASEMENTS. COMB I N E D S M O K E / C A R B O N M O N O X I D E A L A R M S M A Y B E U S E D . T H E A L A R M S H A L L R E C E I V E I T S PRIMARY POWER FROMTHE BUILDING WIRING EXCEPT I T I S P E R M I T T E D T O B E S O L E L Y B A T T E R Y P E R A T E D W H E R E R E P A I R S O R A L T E R A T I O N S D O N O T RESULT IN THE REMOVAL OF W A L L A N D C E I L I N G F I N I S H E S O R T H E R E I S N O A C C E S S B Y M E A N S O F A N A T T I C . S H O W O N T H E PLANS.(R315 CRC)PHOTOV O L T A I C S Y S T E M 7 . 7 7 K W D C 1111 FONT A I N E D R S O U T H L A K E , T X 7 6 0 9 2 OWNER:1111 FONTAINE DRSOUTHLAKE, TX 76092CHAD KILLEENCONTRACTOR:INFINITY SOLAR INC.DESIGNER:SCOPE:ROOF MOUNT SOLAR SYSTEMWITH 23 PRISM BH 338W SOLARMODULES BN60-338BSTC ANDSE7600H-US [240] (RAPID SHUTDOWNCOMPLIANT) INVERTER.PROJECTADDRESS:PROJECT DATA G E N E R A L N O T E S V I C I N I T Y M A P S H E E T I N D E X CODE REFERENCES NAREK A. 0 C O V E R P A G E P H O T O V O L T A I C N O T E S C I T Y R E Q U I R E D N O T E S S A T E L L I T E V I E W BUILDINGINFORMATION:TWO STORY HOUSECONSTRUCTION TYPE: V-BOCCUPANCY: R 1 S I N G L E L I N E D I A G R A M 2 C O D E R E Q U I R E D S I G N A G E 3 4 S T R U C T U R A L D E T A I L S 5 6 7 I N V E R T E R D A T A S H E E T 8 M O D U L E D A T A S H E E T 7.77 kW DC 6.35 kW ACELECTRICALINFORMATION:EXISTING200AMAIN SERVICE PANELBUSBAR RATING200AMAIN SERVICEBREAKER RATING 1ɸ, 3W, 120/240V R O O F P L A N O P T I M I Z E R D A T A S H E E T C O N T R A C T O R J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 S I T E P L A N THE INSTALLATION OF SOLAR ARRAYS ANDPHOTOVOLTAIC POWER SYSTEMS SHALL COMPLYWITH THE FOLLOWING CODES:2018 (IBC) INTERNATIONAL BUILDING CODE2015 (IMC) INTERNATIONAL MECHANICAL CODE2015 (IPC) INTERNATIONAL PLUMBING CODE2018 (IFC) INTERNATIONAL FIRE CODE2018 (IRC) INTERNATIONAL RESIDENTIAL CODE2017 (NEC) NATIONAL ELECTRIC CODEALL OTHER ORDINANCE ADOPTED BY THE LOCALGOVERNING AGENCIES APN:LIVING AREA:44582D353,872 SQFT LOT AREA:0.47 ACRES 9 1 0 S T R U C T U R A L D E T A I L S S T R U C T U R A L D E T A I L S 1 R O O F P L A N C O N T R A C T O R N 0 ° S 1 8 0 ° E 9 0 ° W 2 7 0 ° S C A L E 0 1 5 1 0 f t J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 PHOTOVOLTAIC ARRAY(23) Prism BN60 338W Solar Modules BN60-338BSTC(1) Solar Edge 7.6KW Inverter SE7600H-US [240](23) Solar Edge P505 Power OptimizersEMT Type Conduit MSP(E) Main Service PanelSolar Module UNIT INDEXBETWEEN ARRAYS AND FROM JUNCTION BOX TOPV EQUIPMENT FMT TYPE CONDUIT WILL RUNTHROUGH ATTIC AT MIN 18" FROM ROOF DECKING J/B(N) Junction Box INV(N) Solar Edge InverterPower OptimizerFMT Type Conduit VLLD(N) Visible Lockable, Labeled Disconnectwithin 10 feet of the Oncor Utility Meter OM(E) Oncor Utility MeterPremise# 920 1547ESI# 1044 37 2000 9201547 a F o n t a i n e D r C o n d u i t I n t e r i o r r u n J / B Onco r U t i l i t y M e t e r M S P I N V Visible Lockable labeled D i s c o n n e c t Within 10 feet from the O n c o r M e t e r S o l a r A r r a y 2 3 P r i s m S o l a r 3 3 8 W 2 3 P 5 0 5 O p t i m i z e r s P i t c h : 3 D e g O r i e n t a t i o n : 1 9 5 D e g Gate F e n c e a a a a a a a a a a b b b b b b b b b b b b 1 ' 2 S I N G L E L I N E D I A G R A M C O N T R A C T O R J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 O U T P U T C A L C U L A T I O N S PV ARRAY INFORMATIONPV MODULE RATINGS # STC 23 PRISM SOLAR 338W MODULESMODEL # BN60-338BSTC1 SOLAR EDGE 7.6 KW INVERTERMODEL # SE7600H-US [240]NUMBER OF STRINGS PER INVERTER: 2NUMBER OF SERIES IN STRING a: 11NUMBER OF SERIES IN STRING b: 12MAX DC WATTAGE: 12 * 338W = 4,056W <= 6,000WMAX DC VOLTAGE: 480V O N C O R U T I L I T Y M E T E R U T I L I T Y E X I S T I N G 2 0 0 A M A I N S E R V I C E P A N E L 1 2 0 / 2 4 0 V 1 P , 3 W 2 0 0 A E N D F E E D M A I N C / B 200A BUS [ A C ] All the photovoltaic systems wires that on the roof andside of the building shall be protected against physical damage 3 / 4 " E M T C O N D U I T 1 F E E T INVERTER RATING P V s y s t e m i s r a p i d s h u t d o w n r e a d y b y N E C 6 9 0 . 1 2 [ A C ] 3 / 4 " E M T C O N D U I T 1 F E E T JBOXNEMA 3R6" BY 6" [ D C . 2 ] SolarEdge Power OptimizerP505Rated DC Input Power - 505 wattsMaximum Input Voltage - 83 VdcMPPT Range - 12.5 to 83 VdcMaximum Input Current - 17.5 AdcMaximum Output Current - 15 AdcString Limitations - 6 to 25 Optimizers,6,000 watts STC per string maximum#6 AWG EGCCOPPER WIRERAILGROUNDING MID CLAMPGROUNDING LUG 12...11 3 / 4 " F M T C O N D U I T 3 5 F E E T [ DC.1 ] FROM PV MODU L E S T O J - B O X (4) #10 AWG PV WIRE + ( 1 ) # 6 A W G B A R E C U E G C FREE IN THE AIR[ DC.2 ] FROM J-BOX TO I N V E R T E R (4) #10 AWG THWN-2 + ( 1 ) # 8 A W G C U E G C 3/4" FMT TYPE CONDUITMAXIMUM CURRENT : 12 * 3 3 8 W / 4 0 0 V = 1 0 . 1 A CONSIDERS CONTINUOU S : 1 0 . 1 A * 1 . 2 5 = 1 2 . 6 A SHORT CIRCUIT CURREN T : 1 2 . 6 A * 1 . 2 5 = 1 5 . 8 A RACEWAY DIMENSION FR O M T H E R O O F D E C K I N G O V E R 18'' (TEMP - 39 + 17 = 56C) A M B I E N T T E M F A C T O R 0 . 7 1 PER NEC 310.15(b)(2)(a) 1 5 . 8 A / 0 . 7 1 = 2 2 . 3 A MORE THAN 3 CCC ADJST . F A C T O R ( 4 W I R E S ) - 0 . 8 ADJUSTED CONDUCTOR A M P A C I T Y - 2 2 . 3 A / 0 . 8 = 2 7 . 9 A WIRE SIZE FROM NEC TA B L E 3 1 0 . 1 5 ( b ) 1 6 - 1 0 A W G AMBIENT TEM FACTOR 0. 7 1 P E R N E C 3 1 0 . 1 5 ( b ) ( 2 ) ( a ) [ AC ] FROM INVERTER T O M A I N S E R V I C E P A N E L (3)#6 AWG THWN-2 + (1) # 6 A W G C U E G C , 3/4" EMT TYPE CONDUITMAXIMUM INVERTER O U T P U T C U R R E N T : 4 7 . 5 A CONSIDERS CONTINUO U S : 4 7 . 5 A * 1 . 2 5 = 5 9 . 4 A TEMPERATURE ADJUST M E N T - 5 9 . 4 A / 0 . 9 1 = 6 5 . 3 A CONDUCTOR SIZE FRO M N E C T A B L E 3 1 0 . 1 6 - 6 A W G AMBIENT TEM FACTOR 0 . 9 1 P E R N E C 3 1 0 . 1 5 ( b ) ( 2 ) ( a ) E X I S T I N G G R O U N D I N G S Y S T E M P V S Y S T E M M A X D C O U T P U T : 2 3 * 3 3 8 W = 7 , 7 7 4 W P V S Y S T E M M A X A C O U T P U T : ( 2 3 ) P R I S M S O L A R B N 6 0 - 3 3 8 B S T C ( 1 ) S O L A R E D G E S E 7 6 0 0 H - U S [ 2 4 0 ] P m a x ( P T C R a t i n g ) P E R M O D U L E : 2 7 8 . 9 W 2 7 8 . 9 W * 2 3 = 6 . 4 1 K W 6 . 4 1 K W * 9 9 . 0 % I N V E R T E R = 6 . 3 5 K W < 1 0 F E E T 1 2...12 STRING a12 PRISM SOLAR338 WATT MODULES12 P505 POWEROPTIMIZERS STRING b11 PRISM SOLAR338 WATT MODULES11 P505 POWEROPTIMIZERS PHOTOVOLTAIC ARRAY[DC.1] S O L A R E D G E 7 . 6 K W I N V E R T E R W I T H I N T E G R A T E D R A P I D S H U T D O W N M O D E L # S E 7 6 0 0 H - U S [ 2 4 0 ] M a x I n p u t V o l t a g e : 4 8 0 V PEAK PWR TRACKING VOLTAGE = 400 VCEC EFFICIENCY = 99.0 %ENCLOSURE : NEMA 3RMAXIMUM INPUT CURRENT = 20.0 AMAXIMUM OUTPUT CURRENT = 32.0 AMAXIMUM INPUT POWER = 11,800 WMAXIMUM OUTPUT POWER = 7,600 W SHORT CIRCUIT CURRENT I-SC = 11.23AMAXIMUM POWER CURRENT I-MP = 10.5AOPEN CIRCUIT VOLTAGE V-OC = 40.45VMAXIMUM POWER VOLTAGE V-MP = 32.5V I N S T A L L 2 P 4 0 A C B ( P V ) A T O P P O S I T E E N D O F B U S F R O M M A I N F E E D E R C B S P L I T P H A S E : 3 W , 1 2 0 / 2 4 0 V B U S B A R R A T I N G = 2 0 0 A M A I N S E R V I C E B R E A K E R = 2 0 0 A E N D F E E D 1 2 0 % R U L E : M A X A L L O W E D F E E D : 2 4 0 A P V B A C K F E E D B R E A K E R S I Z E : 4 0 A A C T U A L F E E D : 2 0 0 A " M S P " + 4 0 A " S O L A R " = 2 4 0 A < = 2 4 0 A M A X M A I N P A N E L R A T I N G 6 0 A V I S I B L E , L O C K A B L E , L A B E L E D D I S C O N N E C T ( W I T H I N 1 0 F E E T F R O M T H E O N C O R U T I L I T Y M E T E R ) N E M A 3 R , L O C K A B L E P r e m i s e # 9 2 0 1 5 4 7 E S I # 1 0 4 4 3 7 2 0 0 0 9 2 0 1 5 4 7 4 N 0 ° S 1 8 0 ° E 9 0 ° W 2 7 0 ° C A U T I O N Permanent directory or plaque providing location of service disconnectingmeans and photovoltaic system disconnecting means, if not located at thesame location. (Plaques shall be metal or plastic, with engraved or machine printedletters, or electro-photo plating, in a contrasting color to the plaque. Plaques shall bepermanently attached to the equipmenq or in the required location using an approve d method that is suitable to withstand the environment to which it is exposed. Plaquesand signage shall meet legibility, defacemet, exposure and adhesion requirements ofUnderwriters Laboratories marking and labeling system 969(UL969).Plaques will have red background & white lettering.12(STICKER TO BE LOCATED ONCONDUIT WITH DC CURRENTEVERY 4' HORIZONTALLY OR10' VERTICALLY AND 1' FROMEACH SIDE OF A BEND)35 (TO BE L O C A T E D O N SUB-PA N E L O N L Y WHEN SU B - P A N E L I S DEDICATED F O R P V O N L Y ) 6789(STIC K E R L O C A T E D IN S I D E P A N E L NEXT TO S O L A R B R E A K E R ) 10( S T I C K E R L O C A T E D I N S I D E P A N E L B E L O W P V B R E A K E R ) P V A R R A Y J B O X I N V E R T E R I N T E G R A T E D D C D I S C O N N E C T P V S U B - P A N E L * i f a p p l i c a b l e S U B - P A N E L * i f a p p l i c a b l e A C D I S C O N N E C T * i f a p p l i c a b l e M E T E R M A I N S E R V I C E P A N E L 2 1 3 5 6 7 9 8 1 0 7 9 8 1 0 7 7 9 8 1 0 M A R K I N G S , L A B E L S A N D W I R I N G S I G N S A . P u r p o s e : P r o v i d e e m e r g e n c y r e s p o n d e r s w i t h a p p r o p r i a t e w a r n i n g a n d g u i d a n c e w i t h r e s p e c t t o i s o l a t i n g s o l a r e l e c t r i c s y s t e m . T h i s c a n f a c i l i t a t e i d e n t i f y i n g e n e r g i z e d e l e c t r i c a l l i n e s t h a t c o n n e c t s o l a r p a n e l s t o t h e i n v e r t e r , a s t h e s e s h o u l d n o t b e c u t w h e n v e n t i n g f o r s m o k e r e m o v a l B . M a i n S e r v i c e D i s c o n n e c t . 1 . R e s i d e n t i a l b u i l d i n g s - T h e m a r k i n g m a i n b e p l a c e d w i t h i n t h e m a i n s e r v i c e d i s c o n n e c t . T h e m a r k i n g s h a l l b e p l a c e d o u t s i d e c o v e r i f t h e m a i n s e r v i c e d i s c o n n e c t i s o p e r a b l e w i t h t h e s e r v i c e p a n e l c l o s e d . 2 . C o m m e r c i a l b u i l d i n g s - T h a m a r k i n g s h a l l b e p l a c e d a d j a c e n t t o t h e m a i n s e r v i c e d i s c o n n e c t c l e a r l y v i s i b l e f r o m t h e l o c a t i o n w h e r e t h e l e v e l i s o p e r a t e d 3 . M a r k i n g s : V e r b i a g e , F o r m a t a n d T y p e o f M a t e r i a l . a . V e r b i a g e : C A U T I O N : S O L A R E L E C T R I C S Y S T E M C O N N E C T E D b . F o r m a t : W h i t e l e t t e r i n g o n a r e d b a c k g r o u n d . M i n i m u m 3 / 8 i n c h e s l e t t e r h e i g h t . A l l l e t t e r s s h a l l b e c a p i t a l i z e d . A r i a l o r s i m i l a r f o n t , n o n b o l d . c . M a t e r i a l : R e f l e c t i v e , w e a t h e r r e s i s t a n t m a t e r i a l s u i t a b l e f o r t h e e n v i r o n m e n t ( u s e U L - 9 6 9 a s s t a n d a r d f o r w e a t h e r r a t i n g ) . D u r a b l e a d h e s i v e m a t e r i a l s m e e t t h i s r e q u i r e m e n t . C . M a r k i n g R e q u i r e m e n t s o n D C c o n d u i t , r a c e w a y s , e n c l o s u r e s , c a b l e a s s e m b l i e s , D C c o m b i n e r s a n d j u n c t i o n b o x e s : 1 . M a r k i n g s : V e r b i a g e , F o r m a t a n d T y p e o f M a t e r i a l . a . P l a c e m e n t : M a r k i n g s s h a l l b e p l a c e d e v e r y 1 0 f e e t o n a l l i n t e r i o r a n d e x t e r i o r D C c o n d u i t s , r a c e w a y s , e n c l o s u r e s , a n d c a b l e a s s e m b l i e s , a t t u r n s , a b o v e a n d f o r b e l o w p e n e t r a t i o n s , a l l D C c o m b i n e r s a n d j u n c t i o n b o x e s b . V e r b i a g e : C A U T I O N : S O L A R C I R C U I T N o t e : T h e f o r m a t a n d t y p e o f m a t e r i a l s h a l l a d h e r e t o " V . V - 3 b , c " o f t h i s r e q u i r e m e n t . c . I n v e r t e r s a r e n o t r e q u i r e d t o h a v e c a u t i o n m a r k i n g s 1 . M a r k i n g i s r e q u i r e d o n a l l i n t e r i o r a n d e x t e r i o r D C c o n d u i t r a c e w a y s , e n c l o s u r e s , c a b l e a s s e m b l i e s , a n d j u n c t i o n b o x e s , c o m b i n e r b o x e s a n d d i s c o n n e c t s . C F C 6 0 5 . 1 1 . 1 2 . T h e m a t e r i a l s u s e d f o r m a r k i n g s h a l l b e r e f l e c t i v e , w e a t h e r r e s i s t a n t m a t e r i a l s u i t a b l e f o r t h e e n v i r o n m e n t . M i n i m u m 3 / 8 " l e t t e r h e i g h t ; a l l u p p e r c a s e l e t t e r s A r i a l o r s i m i l a r f o n t ; R e d b a c k g r o u n d w i t h w h i t e l e t t e r i n g . C F C 6 0 5 . 1 1 . 1 . 1 3 . M a r c k i n g s h a l l c o n t a i n t h e w o r d s : W A R N I N G : P H O T O V O L T A I C P O W E R S O U R C E . C F C 6 0 5 . 1 1 . 1 . 2 4 . M a r c k i n g s h a l l b e p l a c e d a d j a c e n t t o t h e m a i n s e r v i c e d i s c o n n e c t i n a l o c a t i o n c l e a r l y v i s i b l e f r o m t h e l o c a t i o n w h e r e t h e d i s c o n n e c t i s o p e r a t e d C F C 6 0 5 . 1 1 . 1 . 3 * i f a p p l i c a b l e P O W E R T O T H I S B U I L D I N G I S A L S O S U P P L I E D F R O M T H E F O L L O W I N G S O U R C E S W I T H D I S C O N N E C T S L O C A T E D A S S H O W N : PV SUB-P A N E L O N L Y 11( S T I C K E R L O C A T E D ON T H E P V S U B P A N E L ) 1 1 PV L O A D C E N T E R S I Z E D F O R P V BREAKE R S O N L Y O R R E N D E R E D U N A B L E TO AC C E P T A N Y A D D I T I O N A L L O A D S . 3 C O D E R E Q U I R E D S I G N A G E C O N T R A C T O R J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 AC D I S C O N N E C T AC PHOTOV O L T A I C P O W E R S O U R C E RATED AC OU T P U T C U R R E N T : 3 2 . 0 A M A X NOMINAL AC O P E R A T I N G V O L T A G E : 2 4 0 V a c THIS P A N E L F E D B Y MULTI P L E S O U R C E S (UTILI T Y & S O L A R ) S O L A R W A R N I N G INVERTE R O U T P U T C O N N E C T I O N . D O N O T RELOC A T E T H I S O V E R C U R R E N T D E V I C E 1 1 CAUTIONAUTHORIZED SOLARPERSONNAL ONLY!CAUTIONSOLAR DC CURRENT PRESENTDURING DAYLIGHT HOURSWARNING!ELECTRIC SHOCK HAZARD.IF GROUND FAULT IS INDICATED,NORMALLY GROUNDEDCONDUCTORS MAY BE UNGROUNDED AND ENERGIZED.WARNING!ELECTRIC SHOCK HAZARD.DO NOT TOUCH THE TERMINALS.TERMINALS ON BOTH THE LINE ANDLOAD SIDES MAY BE ENERGIZED INTHE OPEN POSITION. 4 DC DISCONNECTDC PHOTOVOLTAIC POWER SOURCERATED MAX POWER POINT CURRENT- 10.5 AMPSRATED MAX POWER POINT VOLTAGE- 400 VOLTSMAXIMUM SYSTEM VOLTAGE- 480 VOLTSSHORT CIRCUIT CURRENT- 15.7 AMPS O N C O R U T I L I T Y M E T E R S O L A R I N V E R T E R V I S I B L E L O C K A B L E L A B E L E D D I S C O N N E C T F o n t a i n e D r S O L A R A R R A Y O N T H E R O O F S E R V I C E P O I N T 4 S I T E P L A N C O N T R A C T O R N 0 ° S 1 8 0 ° E 9 0 ° W 2 7 0 ° S C A L E J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 MSP(E) Main Service PanelSolar Module UNIT INDEXVLLD(N) Visible Lockable,Labeled Disconnect 0 5 1 0 Power Optimizer INV(N) Inverter OM(E) Oncor Utility Meter 1 5 f t Gate F e n c e 195'25' 2 1 0 ' 2 9 ' 9 0 ' 5 9 ' D r i v e w a y F o n t a i n e D r F o n t a i n e D r F o n t a i n e D r Oncor Utility Meter MSPINVVisible Lockable labeled DisconnectWithin 10 feet from the Oncor Meter 5 S T R U C T U R A L D E T A I L S C O N T R A C T O R J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 6 C O N T R A C T O R J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 S T R U C T U R A L D E T A I L S 7 C O N T R A C T O R J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 S T R U C T U R A L D E T A I L S 8 C O N T R A C T O R J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 I N V E R T E R D A T A S H E E T 9 C O N T R A C T O R J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 O P T I M I Z E R D A T A S H E E T M O D U L E D A T A S H E E T C O N T R A C T O R 1 0 J U L Y 2 0 , 2 0 1 9 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 C h a d K i l l e e n I n f i n i t y S o l a r I n c . A d d r e s s : 5 7 6 0 L e g a c y D r i v e , S u i t e B 3 - 3 7 7 P l a n o , T e x a s 7 5 0 2 4 P h o n e N u m b e r : ( 4 6 9 ) 3 0 4 - 3 4 4 4 P V S Y S T E M A S I N D I C A T E D D r a w n B y : N a r e k A . X T E C L # 3 2 9 6 0 S T E E L C O L . P E R P L A N 3 " 1 ' - 6 " 2'-0" 3'-0" # 3 T I E S @ 1 2 " O . C . ( 6 ) # 4 V E R T C O N C R E T E P I E R ( 3 ) # 3 T I E S C O N C R E T E S L A B 3" PROPERTYLINE FRONTOFRESIDENCEREAROFRESIDENCE(E)DRIVEWAYMAINRESIDENCE NPROPERTY LINEPROPERTY LINEPROPERTY LINE PROPOSEDSOLARPATIO22'-4"75'-5"50'-4" A R E A T A B U L A T I O N S C O P E O F W O R K S C O P E O F W O R K : N E W 2 9 ' - 6 " x 2 7 ' - 5 " S O L A R S T R U C T U R E W I T H C O N C . F O O T I N G D E S I G N C O D E : C O M P L I E S W I T H 2 0 1 8 I B C D E S I G N L O A D S : D E A D L O A D = 3 P S F S N O W L O A D = 5 P S F D E S I G N C R I T E R I A : D E S I G N C A T E G O R Y = D S S = 0 . 1 0 2 S D S = 0 . 1 0 9 S 1 = 0 . 0 5 4 S D 1 = 0 . 0 8 6 W I N D E X P O S U R E = C W I N D S P E E D = 1 0 5 M P H S O I L B E A R I N G P R E S S U R E = 1 , 5 0 0 P S F B U I L D I N G A R E A : O C C U P A N C Y = R 1 C O N S T R U C T I O N T Y P E = V 2 - S T O R Y B U I L D I N G B U I L D I N G A R E A = 4 , 0 5 5 S Q . F T . P A T I O A R E A = 5 1 6 S Q . F T . M A T E R I A L S R A F T E R S : A L U M I N U M B E A M S : A 5 0 0 G R A D E B C O L U M N : A 5 0 0 G R A D E B C O N C R E T E : 2 , 5 0 0 P S I C O L U M N B A S E @ F O O T I N G S C A L E : N . T . S . 2 P R O J E C T B Y . S o l a r P a t i o 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 P R O J E C T : R E V I S I O N : D A T E : D E S C R I P T I O N : S T A M P S H E E T T I T L E : C O N T R A C T O R : P R O J E C T N O . D A T E . S C A L E . N / A S H E E T Y O U R S O L A R P L A N S 2 0 2 0 / 0 7 / 1 7 T E L - 1 ( 8 4 4 ) 7 8 3 - 5 4 8 3 B R E A , C A 9 2 8 2 1 3 0 0 0 E . B I R C H S T R E E T S U I T E - 2 0 1 S E - 1 S I T E P L A N & D E T A I L SITE PLANSCALE: N.T.S.1 C-THRU ALUMINUMRAFTERS W/ INSERT &2X2X0.062 STIFFENER2° SLOP E TEMPEREDGLASS TEMPEREDGLASS TEMPERED GLASS 10'-11" 3'-5"14'-1"1'-6" 1 1 ' - 4 " 1 ' - 6 " 1'-6" 1'-0" 1'-6" 29'-6" 16'-7" 1 ' - 6 " E X I S T I N G W A L L EXISTINGHOSUE1'-0"EXISTING FASCIA EXISTING FASCIA H S S 4 X 4 X 5 / 1 6 B E A M HSS 4X4X5/16 BEAM H S S 4 X 4 X 5 / 1 6 B E A M HSS 4X4X5/16 BEAM 27'-5"HSS 4X4X18HSS 4X 4 X 1 8 H S S 4 X 4 X 1 8 HSS 4X4X18 HSS 4X 4 X 1 8 HS S 4 X 4 X 1 8 HS S 4 X 4 X 1 8 HSS 4X4X18 1'-0" H S S 4 X 4 X 5 / 1 6 B E A M 1 8 T Y P . S T E E L B E A M P E R P L A N S T E E L C O L U M N P E R P L A N C L A M P C - T H R U R A F T E R S O L A R M O D U L E S C - T H R U C H A N N E L H S S 4 x 4 x 5 / 1 6 B E A M G R O O V E S F O R C L A M P S ( 2 ) # 1 4 M E T A L S E L F T A P P I N G S C R E W I N S E R T 1 . 8 0 0 " 2.418" 0 . 2 5 0 " 0.312" I N S E R T R A F T E R S T I F F E N E R S E - 2 F R A M I N G P L A N & D E T A I L S P R O J E C T B Y . S o l a r P a t i o 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 P R O J E C T : R E V I S I O N : D A T E : D E S C R I P T I O N : S T A M P S H E E T T I T L E : C O N T R A C T O R : P R O J E C T N O . D A T E . S C A L E . N / A S H E E T Y O U R S O L A R P L A N S 2 0 2 0 / 0 7 / 1 7 T E L - 1 ( 8 4 4 ) 7 8 3 - 5 4 8 3 B R E A , C A 9 2 8 2 1 3 0 0 0 E . B I R C H S T R E E T S U I T E - 2 0 1 DETACHED SOLAR PATIO FRAMI N G P L A N SCALE: 1/4" = 1'-0"1 S T L . B E A M T O S T L . C O L U M N S C A L E : N . T . S . 2 C - T H R U T O S T L . B E A M S C A L E : N . T . S . 3 PER PLANAPPROX 9'-6"GLASS SOLARPANEL2SE-1 2SE-2 SLOPE (2°) MIN.NEW CONC. FOOTINGWHERE OCCURS C-THRU ALUMINUMRAFTERS PER PLANBEAM PER PLANPOST PERPLAN [ E ] C O N C . F O O T I N G MI D - P O S T W H E R E O C C U R S 2SE-2 10'-6" V.I.F. [E] CONC.SLAB G L A S S S O L A R P A N E L TEMPEREDGLASS WHEREOCCURS E X I S T I N G W A L L S T U D APPROX 9'-11" 2 S E - 1 3SE-23SE-2 2 S E - 1 2 S E - 2 3 S E - 2 S E - 3 S E C T I O N P R O J E C T B Y . S o l a r P a t i o 1 1 1 1 F o n t a i n e D r S o u t h l a k e , T X 7 6 0 9 2 P R O J E C T : R E V I S I O N : D A T E : D E S C R I P T I O N : S T A M P S H E E T T I T L E : C O N T R A C T O R : P R O J E C T N O . D A T E . S C A L E . N / A S H E E T Y O U R S O L A R P L A N S 2 0 2 0 / 0 7 / 1 7 T E L - 1 ( 8 4 4 ) 7 8 3 - 5 4 8 3 B R E A , C A 9 2 8 2 1 3 0 0 0 E . B I R C H S T R E E T S U I T E - 2 0 1 DETACHED SOLAR PATIO FRAMI N G S E C T I O N SCALE: N.T.S.1 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: 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. Soils Report by: N/A 949.254.2751 | nwtruong@yahoo.com 3000 E. BIRCH STREET, SUITE 201, BREA, CA 92821 7/20/2020 Structural Calculations for Solar Patio Structure at: 1111 Fontaine Dr Southlake, TX 76092 7/1/2020 ATC Hazards by Location https://hazards.atcouncil.org/#/wind?lat=32.931791&lng=-97.1312055&address=1111 Fontaine Dr%2C Southlake%2C TX 76092%2C USA 1/1 Hazards by Location Search Information Address:1111 Fontaine Dr, Southlake, TX 76092, USA Coordinates:32.931791, -97.1312055 Elevation:636 ft Timestamp:2020-07-01T21:05:34.713Z Hazard Type:Wind ASCE 7-16 MRI 10-Year 74 mph MRI 25-Year 80 mph MRI 50-Year 85 mph MRI 100-Year 90 mph Risk Category I 99 mph Risk Category II 105 mph Risk Category III 111 mph Risk Category IV 116 mph ASCE 7-10 MRI 10-Year 76 mph MRI 25-Year 84 mph MRI 50-Year 90 mph MRI 100-Year 96 mph Risk Category I 105 mph Risk Category II 115 mph Risk Category III-IV 120 mph ASCE 7-05 ASCE 7-05 Wind Speed 90 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. 636 ft Map data ©2020 Google, INEGIReport a map error Design Wind Load on Open Structures with Monoslope CNW = 1.20 CNL = 0.30 20.80 psf 5.20 psf CNL = 0.30 CNW = 1.20 5.20 psf 20.80 psf Case A Case AºCNW = -1.10 CNL = -0.10 º -19.07 psf -1.73 psf CNL = -0.10 CNW = -1.10 -1.73 psf -19.07 psf Case B Case B CNW = -0.50 -8.67 psf CNL = -1.20 -20.80 psf CNL = -1.20 CNW = -0.50 -20.80 psf -8.67 psf Case A Case A ºCNW = -1.10 CNL = -0.6 º -19.07 psf -10.40 psf CNL = -0.60 CNW = -1.10 -10.40 psf -19.07 psf h 0.5L 0.5L Case B Case B ASCE 7-16 p =qh G CN qz= .00256 Kz Kzt Kd V2 I Roof Angle =2 º Mean Roof Height h =9.11 FT Exp =C Exposure coefficient Kz =0.85 Topography factor Kzt =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 Clear Wind Flow Obstructed Wind Flow 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 1 2 3 4 8 7 6 5 7/1/2020 ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=32.931791&lng=-97.1312055&address=1111 Fontaine Dr%2C Southlake%2C TX 76092%2C USA 1/2 Hazards by Location Search Information Address:1111 Fontaine Dr, Southlake, TX 76092, USA Coordinates:32.931791, -97.1312055 Elevation:636 ft Timestamp:2020-07-01T21:06:08.940Z Hazard Type:Seismic Reference Document: ASCE7-16 Risk Category:II Site Class:D-default MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Basic Parameters Name Value Description SS 0.102 MCER ground motion (period=0.2s) S1 0.054 MCER ground motion (period=1.0s) 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) 636 ft Map data ©2020 Google, INEGIReport a map error 0 2 4 6 8 10 12 Period (s) 0.00 0.05 0.10 0.15 Sa(g) 0 2 4 6 8 10 12 Period (s) 0.00 0.02 0.04 0.06 0.08 0.10 Sa(g) 7/1/2020 ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=32.931791&lng=-97.1312055&address=1111 Fontaine Dr%2C Southlake%2C TX 76092%2C USA 2/2 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) S1RT 0.054 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.06 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 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. Seismic Loads:ASCE 7- 16 Strength Level Forces Risk Category : II Importance Factor (I) : 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 ρ = 1.30 Number of Stories: 1 Structure Type:All other building systems 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 (Ωo) = 1.25 Deflection Amplification Factor (Cd) =2.5 SDS =0.109 SD1 =0.086 Seismic Load Effect (E) = Eh +/-Ev = ρ QE +/- 0.2SDS D = 1.3Qe +/-0.000D Special Seismic Load Effect (Em) =Emh +/- Ev = Ωo QE +/- 0.2SDS D = 1.25Qe +/0.022D D = dead load PERMITTED ANALYTICAL PROCEDURES Simplified Analysis - Use Equivalent Lateral Force Analysis Equivalent Lateral-Force Analysis - PermittedBuilding period coef. (CT) =0.020 Cu = 1.70 Approx fundamental period (Ta) =CThnx = 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 =Sd1 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) QE = horizontal seismic force SUNSTRONG STRUCTURALPHONG TRUONGC-THRU RAFTER with Insert and 2x3 Stiffner.sbfTuesday, December 4, 2018 2:13 PM Page 1 of 1 ShapeBuilder 10.00.0003 www.iesweb.com Geometric Properties Area 3.634 in² Ix 9.229 in⁴ Ixy -0.002 in⁴ Iy 1.817 in⁴ Sx+3.888 in³ Sx-2.247 in³ Sy+1.126 in³ Sy-1.128 in³ Xc 1.610 in Yc 1.075 in rx 1.594 in ry 0.707 in Overall Properties Depth 6.481 in Perimeter 30.559 in Weight 0.004 K/ft Width 3.225 in Polar Properties Ip 11.046 in⁴ rp 1.743 in Principal Properties I1 9.229 in⁴ I2 1.817 in⁴ S1+3.888 in³ S1-2.247 in³ S2+1.126 in³ S2-1.127 in³ r1 1.594 in r2 0.707 in α 0.012 deg Parameters Solar Panel and Rafter, QD = 3.00 psf Roof Live Load, Lr =0.0 psf Snow, QS =5.0 psf Tilt, =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 w_dn =-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 * L2 / 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, = 5wL4 / (384EI) =0.54 in Delfection Allowed, a = L / 180 =1.17 in Demand-Capacity Ratio, DCR = / a =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 lbs Wind Point Load, PW+ = TA * pW+ = 2586 lbs Dead Point Load, PD = TA * QD =373 lbs Roof Live Load, Lr =0 lbs Snow Point Load, PS = TA * QS =622 lbs Maximum Point Load, D+0.75(0.6W)+0.75S = 2003 lbsMaximum Uplift Point Load, 0.6D-0.6W = -1328 lbs Total Area, A =558.0 ft2 Total Weight, W = A * Q D =1674 lbs Seismic Coefficient, Cs =0.044 Base Shear, V = 74 lbs Number of Columns, Ncol =6 Seismic Point Load per Column (Lateral), E = V / Ncol =12 lbs Height, H =9.11 ft Overstrength Factor, 0 =1.25 Wind Lateral Load, Pw =90 lbs See Attached Enercalc Analysis Pole Footing Analysis Load on C-Thru Rafter Attachment Loads: Wind Pressures qz =-20.80 psf Tributary Length l =14.75 ft Attachment Spacing w =3.42 ft Tributary Area At =50.445 ft2 Solar Panel Load QD =3 psf Wind Load PW = qz * At =-1049 lbs Dead Load PD = QD * At =151.34 lbs Uplift Pa = 0.6(Pw + PD)=-539 lbs Shear Va = MAX [0.7VE , 06.VW]=54.159 lbs Uplift: Purlin / Deck Gauge 12 #14 Metal Screw Allowable Capacity Ta =797 lbs (ICC 1976) Number of Screws per Attachment ns =2 Allowable Withdrawal per Attachment Ta = T * ns =1594 lbs Demand Capacity Ratio DCR = Pa / Ta =0.34 < 1 OK Shear: #14 Screw Shear Capacity V =243 lbs (ICC 1976) Number of Screws per Attachment ns =2 Allowable Shear per Attachment Ha = V * n =486 lbs Demand Capacity Ratio DCR = Va / Ha =0.11 < 1 OK Steel Beam Lic. # : KW-06009162 DESCRIPTION:Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17File: Steel or Wood Beam.ec6 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method :ksiBending Axis :Major Axis Bending Completely UnbracedAllowable Strength Design Fy : Steel Yield :46.0 ksiBeam Bracing : E: Modulus :29,000.0 Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loadingLoad for Span Number 1Uniform Load : D = 0.0030, S = 0.0050, W = -0.02080 ksf, Tributary Width = 14.250 ft, (PANEL) Load for Span Number 2Uniform Load : D = 0.0030, S = 0.0050, W = -0.02080 ksf, Extent = 0.0 -->> 1.0 ft, Tributary Width = 14.250 ft, (PANELS) Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.301: 1 Load Combination +D+0.750S-0.450W Span # where maximum occurs Span # 1Location of maximum on span 5.620ft 1.396 k Mn / Omega : Allowable 12.831 k-ft Vn/Omega : Allowable HSS4x4x5/16Section used for this span Span # where maximum occursLocation of maximum on span Span # 1 Load Combination +D+0.750S-0.450W 30.078 k Section used for this span HSS4x4x5/16 Ma : Applied Maximum Shear Stress Ratio =0.046 : 1 11.330 ft 3.856 k-ft Va : Applied 212 >=180.403Ratio =258 >=120. Maximum DeflectionMax Downward Transient Deflection 0.169 in 212Ratio =>=180.Max Upward Transient Deflection -0.169 in Ratio = Max Downward Total Deflection 0.337 in Ratio =>=120.Max Upward Total Deflection -0.140 in Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios MV Mmax -Mmax + Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D OnlyDsgn. 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 30.08Dsgn. 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+SDsgn. 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 30.08Dsgn. 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+0.750SDsgn. 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 30.08Dsgn. 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+0.60WDsgn. 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 30.08Dsgn. 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-0.60WDsgn. 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 30.08Dsgn. 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+0.450WDsgn. 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 30.08Dsgn. 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 Lic. # : KW-06009162 DESCRIPTION:Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17File: Steel or Wood Beam.ec6 Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios MV Mmax -Mmax + Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Dsgn. L = 11.33 ft 1 0.235 0.036 3.01 -0.10 3.01 21.43 12.83 1.14 1.00 1.09 50.23 30.08Dsgn. 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+0.450WDsgn. 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 30.08Dsgn. 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-0.450WDsgn. 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 30.08Dsgn. 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+0.60WDsgn. L = 11.33 ft 1 0.177 0.027 0.07 -2.27 2.27 21.43 12.83 1.14 1.00 0.82 50.23 30.08Dsgn. 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-0.60WDsgn. L = 11.33 ft 1 0.261 0.040 3.35 -0.11 3.35 21.43 12.83 1.14 1.00 1.21 50.23 30.08Dsgn. 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+0.60DDsgn. 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 30.08Dsgn. 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 Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections -W 1 0.4095 5.665 0.0000 0.000-W2 0.0000 5.665 -0.1698 1.500 Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 1.666 1.989Overall MINimum -0.127 -0.142D 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-0.450W 1.373 1.648+0.60D+0.60W -0.806 -0.956 +0.60D-0.60W 1.193 1.430+0.60D 0.194 0.237S Only 0.400 0.478W Only -1.666 -1.989-W 1.666 1.989 Steel Column Lic. # : KW-06009162 DESCRIPTION:Column Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31File: Steel or Wood Beam.ec6 Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Steel Stress Grade Top Free, Bottom FixedAnalysis Method :9.110Overall Column HeightTop & Bottom FixityAllowable Strength Fy : Steel Yield ksi19,000.0 ksi Steel Section Name :HSS4x4x1/8 46.0 ft E : Elastic Bending Modulus Y-Y (depth) axis : X-X (width) axis :Unbraced Length for buckling ABOUT Y-Y Axis = 9.110 ft, K = 2.1 Unbraced Length for buckling ABOUT X-X Axis = 9.110 ft, K = 2.1 Brace condition for deflection (buckling) along columns : Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 58.851 lbs * Dead Load FactorAXIAL LOADS . . .GRAVITY: Axial Load at 9.110 ft, D = 0.3730, S = 0.6220, W = 2.586 kBENDING LOADS . . .LATERAL: Lat. Point Load at 9.110 ft creating Mx-x, W = 0.090, E = 0.0120 k DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.3308 Location of max.above base 0.0 ft 1.983 k 8.256 k -0.4919 k-ft Load Combination +D+0.60W Load Combination +D+0.60W 4.827 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.0540 k 0.003856 : 1 Location of max.above base 0.0 ftAt maximum location values are . . . : 1 At maximum location values are . . . k 4.827 k-ft 0.0 k-ft Pa : Axial Pn / Omega : Allowable Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable Va : AppliedVn / Omega : Allowable Maximum Load Reactions . .Top along X-X 0.0 kBottom along X-X 0.0 kTop along Y-Y 0.0 kBottom along Y-Y 0.090 k Maximum Load Deflections . . . Along Y-Y 0.4665 in at 9.110ft above basefor load combination :W Only Along X-X 0.0 in at 0.0ft above base for load combination : 14.003 Maximum Axial + Bending Stress Ratios Maximum Shear RatiosLoad Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry D Only PASS PASS0.00 0.000 0.00 ftft0.052 1.67 1.00 145.30 145.30+D+S PASS PASS0.00 0.000 0.00 ftft0.128 1.67 1.00 145.30 145.30+D+0.750S PASS PASS0.00 0.000 0.00 ftft0.109 1.67 1.00 145.30 145.30+D+0.60W PASS PASS0.00 0.004 0.00 ftft0.331 1.67 1.00 145.30 145.30+D+0.450W PASS PASS0.00 0.003 0.00 ftft0.173 1.67 1.00 145.30 145.30+D+0.750S+0.450W PASS PASS0.00 0.003 0.00 ftft0.318 1.67 1.00 145.30 145.30+0.60D+0.60W PASS PASS0.00 0.004 0.00 ftft0.310 1.67 1.00 145.30 145.30+1.015D+0.8750E PASS PASS0.00 0.001 0.00 ftft0.046 1.67 1.00 145.30 145.30+1.011D+0.750S+0.6563E PASS PASS0.00 0.001 0.00 ftft0.070 1.67 1.00 145.30 145.30+0.5847D+0.8750E PASS PASS0.00 0.001 0.00 ftft0.035 1.67 1.00 145.30 145.30 k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 0.432+D+S 1.054+D+0.750S 0.898 Steel Column Lic. # : KW-06009162 DESCRIPTION:Column Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31File: Steel or Wood Beam.ec6 k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments +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 -0.077S Only 0.622W Only 2.586 0.090 -0.820E Only 0.012 -0.109 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 2.586 0.090 -0.820Minimum"0.012 -0.109MaximumReaction, X-X Axis Base 0.432Minimum"0.432MaximumReaction, Y-Y Axis Base 2.586 0.090 -0.820Minimum"0.432MaximumReaction, X-X Axis Top 0.432Minimum"0.432MaximumReaction, Y-Y Axis Top 0.432Minimum"0.432MaximumMoment, X-X Axis Base 0.432Minimum"2.586 0.090-0.820 -0.820MaximumMoment, Y-Y Axis Base 0.432Minimum"0.432MaximumMoment, X-X Axis Top 0.432Minimum"0.432MaximumMoment, Y-Y Axis Top 0.432Minimum"0.432 Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftft inin 0.000+D+S 0.0000 0.000 0.000 ftftinin 0.000+D+0.750S 0.0000 0.000 0.000 ftftinin 0.000+D+0.60W 0.0000 0.280 9.110 ftftinin 0.000+D+0.450W 0.0000 0.210 9.110 ftftinin 0.000+D+0.750S+0.450W 0.0000 0.210 9.110 ftftinin 0.000+0.60D+0.60W 0.0000 0.280 9.110 ftftinin 0.000+D+0.70E 0.0000 0.044 9.110 ftftinin 0.000+D+0.750S+0.5250E 0.0000 0.033 9.110 ftftinin 0.000+0.60D+0.70E 0.0000 0.044 9.110 ftftinin 0.000S Only 0.0000 0.000 0.000 ftftinin 0.000W Only 0.0000 0.466 9.110 ftftinin 0.000E Only 0.0000 0.062 9.049 ftftinin 0.000 Steel Section Properties :HSS4x4x1/8 Steel Column Lic. # : KW-06009162 DESCRIPTION:Column Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31File: Steel or Wood Beam.ec6 Steel Section Properties :HSS4x4x1/8 R xx = 1.580 in Depth =4.000 in R yy = 1.580 in J=6.910 in^4 Width =4.000 in Wall Thick = 0.125 in Zx =2.560 in^3 Area = 1.770 in^2 Weight =6.460 plf I xx =4.40 in^4 S xx =2.20 in^3Design Thick =0.116 in I yy =4.400 in^4 C =3.490 in^3 S yy =2.200 in^3 Ycg =0.000 in Sketches Pole Footing Embedded in Soil Lic. # : KW-06009162 DESCRIPTION:POLE FOOTING Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31File: Steel or Wood Beam.ec6 Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Rectangular18.0 133.01,500.0 No Lateral Restraint at Ground Surface Pole Footing ShapePole Footing Width . . . . . . . . . . . . .in Allow Passive . . . . . . . . . . . . . . . . . . pcfMax Passive . . . . . . . . . . . . . . . . . . . psf Calculate Min. Depth for Allowable Pressures +D+0.60WGoverning Load Combination : Lateral Load 0.0540Moment0.4919 k-ft Minimum Required Depth 2.625 ft k NO Ground Surface Restraint Pressures at 1/3 DepthActual 113.502 psfAllowable113.693 psf Controlling Values ft^2Footing Base Area 2.250 Maximum Soil Pressure 0.8903 ksf kkk 0.3730 k 0.6220 k Applied Loads k2.586 Lateral Concentrated Load (k) D : Dead Load L : LiveLr : Roof Live S : SnowW : WindE : EarthquakeH : Lateral EarthLoad distance above 0.0900.0120 9.110 kkkkkkk ft Lateral Distributed Loads (klf) TOP of Load above ground surface BOTTOM of Load above ground surface k/ftk/ftk/ftk/ftk/ftk/ftk/ft ftground surface ft Vertical Load (k) k Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k) Moments - (ft-k) Depth - (ft) Pressure at 1/3 Depth Allow - (psf)Actual - (psf) 0.00.000 0.000D Only 0.13 1.0000.0 0.00.000 0.000+D+S 0.13 1.0000.0 0.00.000 0.000+D+0.750S 0.13 1.0000.0 113.50.054 0.492+D+0.60W 2.63 1.000113.7 102.30.041 0.369+D+0.450W 2.38 1.000102.7 102.30.041 0.369+D+0.750S+0.450W 2.38 1.000102.7 113.50.054 0.492+0.60D+0.60W 2.63 1.000113.7 58.30.008 0.077+D+0.70E 1.38 1.00059.4 52.90.006 0.057+D+0.750S+0.5250E 1.25 1.00053.7 Pole Footing Embedded in Soil Lic. # : KW-06009162 DESCRIPTION:POLE FOOTING Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.31File: Steel or Wood Beam.ec6 58.30.008 0.077+0.60D+0.70E 1.38 1.00059.4