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HomeMy WebLinkAboutMUP16-0006_Structural Plan SetUNIVERSAL RACKING ARRAY OVERVIEW ARRAY ARRAY SIZE ARRAY COUNT ORIENTATION # OF MODULES TOTAL kW MODULE TYPE TOTAL PILES 1 3 x 8 1 PORTRAIT 24 7.728 HANWHA B.LINE PRO L-G4.1 322 6 2 3 x 10 1 PORTRAIT 30 9.66 HANWHA B.LINE PRO L-G4.1 322 6 MODULE SPECIFICATIONS MODEL:HANWHA B.LINE PRO L-G4.1 322 POWER:322 W HEIGHT:78.5 in WIDTH:39.4 in FRAME:35 mm WEIGHT:52.9 lbs 1.ALL MODULES SHALL BE GROUNDED WITH SGB OR PROVEN EQUAL. 2.AWG #10 OR #6 SOLID BARE COPPER GROUND WIRE SHALL RUN UNSPLICED FROM EACH MODULE TO THE GROUND SHARK(S). 3.ALL CONNECTORS ON THE DC SYSTEM SIDE SHALL BE RATED FOR 600 V DC. 4.SOLAR MODULES SHALL BE HANWHA B.LINE PRO L-G4.1 322 (BY OTHERS). 5.COMBINER BOXES SHALL BE LISTED, WITH A MINIMUM 3R ENCLOSURE RATING. 6.INVERTERS SHALL BE APPROPRIATE FOR THE INSTALLATION. 7.DC DISCONNECTS, IF REQUIRED BETWEEN THE COMBINER BOXES AND INVERTERS, SHALL BE UL OR ETL LISTED. 8.ALL WIRING SHALL CONFORM TO NATIONAL CODES AND AMENDMENTS MADE BY LOCAL JURISDICTIONS. 9.COMPLETE ELECTRICAL DIAGRAMS ARE NOT INCLUDED IN THIS PACKAGE. 10.RACKING SHALL BE «UNIVERSAL RACKING SOLUTIONS« GROUND MOUNT AT 21° TILT. 11.CONTRACTOR SHALL BE RESPONSIBLE FOR SIZING ALL WIRING. 12.ALL ELECTRICAL CONNECTIONS SHALL ADHERE TO THE LOCAL ELECTRICAL CODES. 13.CONTRACTOR IS RESPONSIBLE FOR FINAL SOLAR FIELD LOCATION BASED ON INFORMATION PROVIDED. 14.ALL MATERIALS USED IN THE INSTALLATION SHALL BE UV AND WEATHER RESISTANT. 15.ALL RACKING AND MOUNTING HARDWARE PROVIDED BY «UNIVERSAL RACKING SOLUTIONS« CARRY A 20 YEAR WARRANTY. 16.ALL ALUMINUM RAILS SHALL HAVE A 14" THERMAL EXPANSION PER 20 ft OR MAINTAIN A MINIMUM OF 116" BETWEEN MODULES. 17.ALL CONSTRUCTION SHALL BE ACCORDING TO THE MOST RECENT VERSION OF THE INSTALLATION MANUALS. 18.ALL BONDING OF THE MOUNTING SYSTEMS TESTED ACCORDING TO UL STANDARD 2703. 19.ALL STRUCTURAL STAINLESS STEEL BOLTS SHALL BE TIGHTENED TO 25 ft-lbs. 20.SELF DRILLING SCREWS AT THE PILE BRACKET SHALL BE TORQUED TO 10 ft-lbs. 21.SELF DRILLING SCREWS AT SPLICES AND EDGE STOPS SHALL BE TIGHTENED TO 3 ft-lbs. 22.GROUND SHARK SHALL BE TIGHTENED TO 20 ft-lbs. GENERAL SOLAR SPECIFICATIONS 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND AMENDMENTS MADE BY LOCAL JURISDICTIONS. 2.ALL LOCAL AND NATIONAL ELECTRICAL CODES SHALL BE FOLLOWED IN THE CONSTRUCTION AND COMMISSIONING OF THE PHOTOVOLTAIC SYSTEM. 3.ALL DIMENSIONS OF EXISTING SITE CONDITIONS MUST BE VERIFIED BEFORE COMMENCING WORK. 4.BEFORE BEGINNING ANY WORK CONTRACTOR SHALL NOTIFY OWNER, OWNERS REPRESENTATIVE, «UNIVERSAL RACKING SOLUTIONS«, AND DESIGN ENGINEER OF ANY DIFFERENCES NOTED AMONG SITE CONDITIONS, MANUFACTURER INSTRUCTIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 5.DIMENSIONS MARKED TBV ARE TO BE VERIFIED IN THE FIELD. THOSE MARKED AS NTS ARE NOT TO SCALE. ALL OTHERS ARE ASSUMED TO BE CORRECT, BUT SHOULD BE CHECKED WITH OTHER DRAWINGS AND VERIFIED BY THE CONTRACTOR. 6.ALL DIMENSIONS SHOWN ARE IN INCHES UNLESS OTHERWISE NOTED. 7.ALL MATERIALS NOT SHOWN IN THIS PLAN ARE THE RESPONSIBILITY OF OTHERS. 8.BEFORE BEGINNING ANY WORK OR DRIVING ANY TEST PILES, CONTRACTOR SHALL LOCATE ALL SUBSURFACE UTILITIES. 9.DESIGN OF THIS MOUNTING SYSTEMS AND IT'S FOUNDATIONS ARE ACCORDING TO THE IBC 2102, AISI 2007, ADM 2005, ASCE 7-10, AND AISC 13th EDITION. 10.THIS PROJECT HAS NOT BEEN DESIGNED TO WITHSTAND POTENTIAL FLOODWATER HYDROSTATIC, HYDRODYNAMIC, AND BUOYANT FORCES, NOR ANY OTHER POTENTIAL FLOODWATER EFFECTS. GENERAL NOTES TAI GORDON RESIDENCE 17.388 kW DC PHOTOVOLTAIC SYSTEM INSTALLATION PROPERTY OF 1010 WINDING CREEK ROAD #100 ROSEVILLE, CA 95678 (916) 409-6900 www.sunworksusa.com CSLB# 441690 C10 REVISION SCHEDULE No.Date Description SHEET TITLE TITLE SHEET SHEET NUMBER 1 OF 7 1 inch Scale to Confirm 24" x 36" Plot © «« PE STAMP & DATE THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF UNIVERSAL RACKING SOLUTIONS, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF UNIVERSAL RACKING SOLUTIONS. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. DRAWN BY:JMC APPROVED BY: DATE:5/3/2016 PROJECT INFORMATION NAME: TAI GORDON ADDRESS: 4251 SHORTHORN CITY: CHICO, CA 95973 PHONE: AHJ: APN#: 047-530-004-000 PROJECT#: UNIVERSAL RACKING ARRAY DIMENSIONS ITEM DESCRIPTION ARRAY 1 ARRAY 2 A BASE RAIL LENGTH, in 243.90 243.90 B MINIMUM CLEARANCE ABOVE GRADE, in 67.00 67.00 C MODULE FACE HEIGHT ABOVE GRADE, in 76.00 76.00 D REAR CLEARANCE ABOVE GRADE, in 117.71 117.71 E ARRAY TILT, deg 12.00 12.00 F BASE RAIL CANTILEVER, in 50.39 50.39 G ARRAY LENGTH, in 316.25 395.25 H ARRAY WIDTH, in 238.57 238.57 I INSERTION RAIL CANTILEVER, in 44.10 56.63 J CRITICAL MODULE POCKET DIMENSIONS, in 78.88 78.88 K EAST-WEST PILE SPACING, in 114.00 141.00 L NORTH-SOUTH PILE SPACING, in 140.00 140.00 M FRONT PILE LENGTH, in 144.00 144.00 N REAR PILE LENGTH, in 180.00 180.00 O FRONT PILE EMBEDMENT DEPTH, in 66.52 66.52 P REAR PILE EMBEDMENT DEPTH, in 72.77 72.77 Q FRONT PILE HEIGHT ABOVE GRADE, in 77.48 77.48 R REAR PILE HEIGHT ABOVE GRADE, in 107.23 107.23 MATERIAL SPECIFICATIONS DESCRIPTION MATERIAL XL 35 mm INSERTION RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY XXL BASE RAIL ASTM B221 ALUMINUM 6005A T61 ALLOY INSERTION RAIL SPLICE SET INSERTION RAIL SPLICE ASTM B221 ALUMINUM 6005A T61 ALLOY 14" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL STANDARD RETAINING CLIP SET 38" - 16 x 34" BOLT ASTM F593C STAINLESS STEEL 38" - 16 SLOT NUT ASTM 304 STAINLESS STEEL STANDARD RETAINING CLIP ASTM B221 ALUMINUM 6005A T61 ALLOY HD PILE BRACKET SET 38" - 16 x 34" BOLT ASTM F593A STAINLESS STEEL 38" ID SPLIT LOCK WASHER ASTM B221 ALUMINUM 7075-T6 ALLOY 38" - 16 HD SLOT NUT ASTM 304 STAINLESS STEEL PILE BRACKET ASTM A36 STEEL, POWDER COATED WITH ZINC UNDERCOAT PILE BRACKET ATTACHMENT SET 14" x 20 x 1-18" SELF DRILLING SCREW SAE J429 GRADE 5 CARBON STEEL 14" ID x 0.687 OD x 0.045 SPLIT LOCK WASHER ASTM B221 ALUMINUM 7075-T6 ALLOY XL EDGE STOP ASTM B221 ALUMINUM 5052-H32 ALLOY 14" x 20 x 1" SELF DRILLING SCREW ASTM A302 STAINLESS STEEL W 6 x 7 PILE ASTM A992 STEEL, 50 ksi YEILD, ASTM A123 GALVANIZED ASCE WIND & SNOW LOAD PARAMETERS DESCRIPTION VALUE WIND SPEED, mph 100 WIND DIRECTIONALITY FACTOR Kd 0.85 RISK CATEGORY I EXPOSURE CATEGORTY C TOPOGRAPHIC FACTOR Kzt 1 ARRAY TILT, °12 GUST EFFECT FACTOR G 0.85 GROUND SNOW LOAD, psf 0 DEAD LOAD, psf 2.46 DESIGN LOAD DOWNFORCE, psf 18.69 DESIGN LOAD UPLIFT, psf -14.56 ASCE 7-10 FOUNDATION REACTION FORCES* DESCRIPTION ARRAY 1 ARRAY 2 F1 - LATERAL FORCE - DOWN, lbs 351 434 F2 - VERTICAL FORCE - DOWN, lbs 1,729 2,102 F3 - LATERAL FORCE - UP, lbs 255 315 F4 - VERTICAL FORCE - UP, lbs 1,347 1,638 M1 - BENDING MOMENT, ft-lbs 2,616 3,236 F5 - LATERAL FORCE - DOWN, lbs 148 183 F6 - VERTICAL FORCE - DOWN, lbs 1,766 2,147 F7 - LATERAL FORCE - UP, lbs 108 133 F8 - VERTICAL FORCE - UP, lbs 1,376 1,672 M2 - BENDING MOMENT, ft-lbs 1,474 1,822 PILE FIXITY DEPTH, in 12 12 ASCE 7-10 SEISMIC LOAD PARAMETERS DESCRIPTION ARRAY 1 ARRAY 2 MAPPED SPECTRAL RESPONSE 0.2s, Ss 0.617 0.617 MAPPED SPECTRAL RESPONSE 1s, S1 0.276 0.276 SITE SOIL CLASSIFICATION D D SEISMIC DESIGN CATEGORY D D SEISMIC RESPONSE COEFFICIENT, Cs 0.430 0.430 EFFECTIVE SEISMIC WEIGHT, lbs 1,729 2,125 EFFECT OF HORIZONTAL FORCES, Eh 806 801 EFFECT OF VERTICAL FORCES, Ev 186 228 DESIGN LOAD DOWNFORCE, lbs 2,423 2,845 DESIGN LOAD UPLIFT, lbs 1,471 1,676 ARRAY HEIGHT Z, ft 10.31 10.31 SHEET INDEX 1 TITLE PAGE 2 TABLE DIMENSIONS & VIEWS 3 CONSTRUCTION DETAILS 4 HARDWARE DETAILS 5 GROUNDING PLANS 6 DRIVEN FOUNDATION DETAILS 7 PILE LAYOUT PLANS PROPERTY OF 1010 WINDING CREEK ROAD #100 ROSEVILLE, CA 95678 (916) 409-6900 www.sunworksusa.com CSLB# 441690 C10 REVISION SCHEDULE No.Date Description SHEET TITLE TABLE DIMENSIONS & VIEWS SHEET NUMBER 2 OF 7 1 inch Scale to Confirm 24" x 36" Plot © «« PE STAMP & DATE THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF UNIVERSAL RACKING SOLUTIONS, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF UNIVERSAL RACKING SOLUTIONS. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. DRAWN BY:JMC APPROVED BY: DATE:5/3/2016 F - BASE RAIL CANTILEVER FRONT & REAR C- MODULE FACE HEIGHT ABOVE GRADE B- MINIMUM CLEARANCE ABOVE GRADE N - REAR PILE LENGTH A - BASE RAIL LENGTH D - REAR CLEARANCE ABOVE GRADER - REAR PILE HEIGHT ABOVE GRADE L - NORTH - SOUTH PILE SPACING Q - FRONT PILE HEIGHT ABOVE GRADE M - FRONT PILE LENGTH E - ARRAY TILT GRADE LINE O - FRONT PILE EMBEDMENT DEPTH P - REAR PILE EMBEDMENT DEPTH SIDE ELEVATION VIEW H - H NOT TO SCALE K - EAST WEST SUPPORT SPACING G - ARRAY LENGTH H H 3 PORTRAIT TABLE ELEVATION VIEW NOT TO SCALE INSERTION RAIL PATTERNS ARRAY ARRAY SIZE RAIL P1, in.RAIL P2, in.TOTAL ARRAY LENGTH - G, in. 1 3 x 8 196 120 316.25 2 3 x 10 240 155 395.25 3 PORTRAIT TABLE PLAN VIEW NOT TO SCALE I - CANTILEVER FROM CENTER OF BASE RAIL TO END OF INSERTION RAIL AT EAST AND WEST ENDS 14" SPACE BETWEEN INSERTION RAIL ENDS P1 P2 P1- FIRST INSERTION RAIL LENGTH P2- MIDDLE INSERTION RAIL LENGTHS 18" ASSUMED BETWEEN MODULES IF RIGID SPLICES ARE USED, AS SMALL AS 0" IS ACCEPTABLE WHEN EXPANSION SPLICES ARE USED H - ARRAY WIDTH HANWHA B.LINE PRO L-G4.1 322 PV MODULES (ONLY 3 SHOWN FOR CLARITY) PROJECT INFORMATION NAME: TAI GORDON ADDRESS: 4251 SHORTHORN CITY: CHICO, CA 95973 PHONE: AHJ: APN#: 047-530-004-000 PROJECT#: ± 4 in FOR BASE RAIL SPACING ± 4 IN FOR INSERTION RAIL CANTILEVER ± 4 IN FOR SPLICE TO BASE RAIL SPACING ± 2 IN FOR SINGLE PILE LOCATION ± 5° FOR PILE ROTATION ± 2° FOR PILE PLUMB ± 2° FOR ARRAY TILT + 18" - 116" FOR INSERTION RAIL SPACING + 3 4" - 34" FOR PILE BRACKET SPACING GENERAL CONSTRUCTION TOLERANCES A B C D SECTION IDENTIFIER, ALL TABLES NOT TO SCALE 12" 1 PER RAIL END XL EDGE STOP 14" - 20 x 1" STAINLESS STEEL SELF DRILLING SCREW FOR EDGE STOP (X2) RETAINING CLIP SET (ON UPHILL EDGE): ·38" - 16 x 34" STAINLESS STEEL HEX BOLT ·STANDARD ALUMINUM RETAINING CLIP ·38" STANDARD SLOT NUT XXL BASE RAIL XXL BASE RAIL END CAP ·2 PER RAIL DETAIL A LOWER INSERTION RAIL CONNECTION WITH EDGE STOP SHOWN NOT TO SCALE XL INSERTION RAIL 35 mm MODULE FRAMES -1 mm TOLERANCE XL INSERTION RAIL EXPANSION SPLICE 14" x 1" SELF DRILLING SCREWS FOR EXPANSION SPLICE ATTACH 8 SCREWS TO ONE RAIL ONLY (X8) ALL MIDDLE INSERTION RAILS REQUIRE 2 STANDARD RETAINING CLIPS PER CONNECTION DETAIL B MIDDLE RAILS REQUIRE 2 STANDARD RETAINING CLIPS NOT TO SCALE PV MODULE HANWHA B.LINE PRO L-G4.1 322 UPPER INSERTION RAIL 1 STANDARD RETAINING CLIP REQUIRED ON THE DOWNHILL EDGE XL EDGE STOP (NOT SHOWN FOR CLARITY) 38" GAP ABOVE MODULE DETAIL C UPPER INSERTION RAIL CONNECTION NOT TO SCALE PROPERTY OF 1010 WINDING CREEK ROAD #100 ROSEVILLE, CA 95678 (916) 409-6900 www.sunworksusa.com CSLB# 441690 C10 REVISION SCHEDULE No.Date Description SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER 3 OF 7 1 inch Scale to Confirm 24" x 36" Plot © «« PE STAMP & DATE THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF UNIVERSAL RACKING SOLUTIONS, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF UNIVERSAL RACKING SOLUTIONS. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. DRAWN BY:JMC APPROVED BY: DATE:5/3/2016 W 6 X 7 TOP OF PILE BRACKET FLUSH WITH TOP OF PILE + 34" - 34" PILE BRACKET HD SLOT NUT (X2) DETAIL D CRITICAL MODULE POCKET DIMENSION NOT TO SCALE J - CRITICAL MODULE POCKET DIMENSION = MODULE HEIGHT + 38" PV MODULE HANWHA B.LINE PRO L-G4.1 322 HEIGHT = 78.5" XL INSERTION RAIL EDGE STOP 2 PER ROW OF INSERTION RAIL AT EACH END 14" x 1 SS SELF DRILLING SCREW FOR EDGE STOP (X2) CANTILEVER FROM MIDPOINT OF LAST BASE RAIL TO END OF INSERTION RAIL AT EAST AND WEST I - INSERTION RAIL CANTILEVER DETAIL E CANTILEVER DISTANCE NOT TO SCALE DETAIL F INSERTION SPLICE DETAIL, EXPANSION WITH PILE CONNECTION NOT TO SCALE XL 18" INSERTION SPLICE, EXPANSION 18" 12" 1 4" x 1 SELF DRILLING SCREW FOR 18" EXPANSION SPLICE, ATTACH 8 SCREWS TO ONE RAIL ONLY (X8) XL 35 mm INSERTION RAIL XXL BASE RAIL CENTER OF SPLICE MUST OCCUR IN OPEN 80% OF EAST-WEST SPAN K PILE BRACKET 38" SPLIT LOCK WASHER BETWEEN BOLT HEAD AND PILE BRACKET FOR BONDING FOUNDATION TO XXL BASE RAIL 1 4" x 1" STALGARD COATED SELF DRILLING SCREWS IN THE PATTERN SHOWN OR USE THE ALTERNATE PATTERN SEE SHEET 5 DETAIL G (X6) 1 4" SPLIT LOCK WASHER FOR PILE BRACKET TO PILE BONDING UNDER ANY 2 SELF DRILLING SCREWS (X2) GROUNDING DETAILS SEE SHEET 5 FOR ADDITIONAL INFORMATION AND ALTERNATE SDS PATTERN FOR GROUNDING DETAILS DETAIL G SEE SHEET 5 PILE BRACKET SET 3 8" x 3 4" HEXBOLT F593A (X2) 3 8" SPLIT LOCK WASHER (X2) HD SLOT NUT (X2) 8" 12" 14" 7 8" PROJECT INFORMATION NAME: TAI GORDON ADDRESS: 4251 SHORTHORN CITY: CHICO, CA 95973 PHONE: AHJ: APN#: 047-530-004-000 PROJECT#: 316"2 5 8" 114" 34" 4 12" 3 34" 1116" Ø 14 (X10)" PILE BRACKET SCALE 1 / 1 2" 2" 2 18" 3 1516" 18" 532" HD RETAINING CLIP SCALE 1 / 1 HD SLOT NUT SCALE 4 / 1 W 6 x 7 PILE, HDG SCALE 1 / 1 XL INSERTION RAIL SPLICE EXPANSION IN 18" LENGTHS SCALE 1 / 1 EDGE STOP SCALE 1 / 1 5 3 4" 2 916" 4 34" 38" x 34" HEXBOLT, SS POWDERCOATED GREEN 38" WASHER AWG #10 LOCATION LOWER RING HD SLOT NUT AWG #6 LOCATION UPPER WING XXL BASE RAIL SCALE: 1 / 1 35 mm FRAMES 3 1116" XL 35 mm INSERTION RAIL NOT TO SCALE NOT TO SCALE HANWHA Q.PLUS L-G4.2-320 PV MODULE MODULE SPECIFICATIONS MODEL:HANWHA B.LINE PRO L-G4.1 322 POWER:322 W HEIGHT:78.5 in. WIDTH:39.4 in. FRAME:35 mm WEIGHT:52.9 lbs GROUND SHARK ASSEMBLY SCALE: 2 / 1 PROPERTY OF 1010 WINDING CREEK ROAD #100 ROSEVILLE, CA 95678 (916) 409-6900 www.sunworksusa.com CSLB# 441690 C10 REVISION SCHEDULE No.Date Description SHEET TITLE HARDWARE DETAILS SHEET NUMBER 4 OF 7 1 inch Scale to Confirm 24" x 36" Plot © «« PE STAMP & DATE THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF UNIVERSAL RACKING SOLUTIONS, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF UNIVERSAL RACKING SOLUTIONS. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. DRAWN BY:JMC APPROVED BY: DATE:5/3/2016 PROJECT INFORMATION NAME: TAI GORDON ADDRESS: 4251 SHORTHORN CITY: CHICO, CA 95973 PHONE: AHJ: APN#: 047-530-004-000 PROJECT#: 8. EACH GROUND SHARK BONDS 1 STRING OF PV MODULES TO EGC (DYNOBOND LIMITED). 7. SEE UNIVERSAL RACKING INSTALLATION MANUAL FOR DETAILED INSTRUCTIONS. 6. ULTIMATE SYSTEM GROUNDING THROUGH GROUND SHARK, LISTED TO UL 467 ETL REPORT #100465828LAX -001a. 5. ALL EXPOSED METAL BONDED PER UL 2703 TESTING, UL REPORT #QIMS2.E357798. 4. EAST-WEST MIRROR IMAGE OF DRAWING IS ALSO ACCEPTABLE. 3. ALL MODULES SHALL BE BONDED TO FRAMEWORK THROUGH EGC WITH SGB OR EQUIVALANT APPROVED GROUND LUG. 2. ALL WIRE SIZED ACCORDING TO THE NEC. 1. ALL GROUNDING HARDWARE SHALL BE UL APPROVED. . GROUNDING NOTES LEGEND DYNOBOND GROUND SHARK SYSTEM GROUND MODULE GROUND LUG ADDITIONAL GROUNDING DETAILS FOR PILE AND PILE BRACKET ON SHEET 2, DETAIL F NOTE: 5. ADDITIONAL PV STRINGS BEYOND 45A OCPD RATING MUST USE ONE ADDITIONAL GROUND CLIP PER 45A OCPD RATING. 4. TYPICALLY EITHER 3 STRINGS AT 15A OR 2 STRINGS AT 20A ARE CONNECTED TO A SINGLE GROUND SHARK. 3. EACH GROUND SHARK IS TESTED TO BOND NO MORE THAN 45A OF MODULE STRINGS (OCPD RATING). 2. ADD OCPD RATING FOR ALL STRINGS CONNECTED TO A SINGLE GROUND SHARK. X 1.25 X 1.25 = OVERCURRENT PROTECTION DEVICE RATING (OCPD RATING).PV STRING Isc1. GROUND SHARK CALCULATION BOND EACH STRING TO FRAME WITH ONE GROUND SHARK. 3. BOND ALL MODULES WITHIN STRING TOGETHER WITH DYBNOBOND, 2. EACH STRING OF PV MODULES USES ONE UL APPROVED GROUND LUG. 1. EACH DYNOBOND IS DESIGNED TO BOND UP TO 20A OF PV MODULES (ONE STRING MAXIMUM). DYNOBOND SPECIFICATIONS GROUNDING PLAN USING DYNOBOND FOR ALL TABLE SIZES NOT TO SCALE BARE COPPER WIRE PROPERTY OF 1010 WINDING CREEK ROAD #100 ROSEVILLE, CA 95678 (916) 409-6900 www.sunworksusa.com CSLB# 441690 C10 REVISION SCHEDULE No.Date Description SHEET TITLE GROUNDING PLANS SHEET NUMBER 5 OF 7 1 inch Scale to Confirm 24" x 36" Plot © «« PE STAMP & DATE THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF UNIVERSAL RACKING SOLUTIONS, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF UNIVERSAL RACKING SOLUTIONS. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. DRAWN BY:JMC APPROVED BY: DATE:5/3/2016 HD SLOT NUT LOWER CLIP, SS XXL BASE RAIL UPPER CLIP, SS 3 8" WASHER SS 3 8" x 3 4" HEX BOLT, SS HEAD PAINTED GREEN GROUND SHARK ASSEMBLY SECTION VIEW SCALE = 1 / 1 L L VIEW L - L SCALE = 1 / 1 AWG #6 LOCATION AWG #10 LOCATION GROUND CLIP MAY BE INSTALLED AT ANY POINT ON BASE RAIL DETAIL G FROM SHEET 3 PILE & BRACKET BONDING SCALE = 1 / 2 3 8" SPLIT LOCK WASHER BETWEEN PILE BRACKET AND BOLT HEAD ON EACH SIDE OF BASE RAIL FOR BONDING PILE BRACKET TO BASE RAIL (X2) 14" SPLIT LOCK WASHER UNDER ANY 2 SELF DRILLING SCREWS FOR BONDING OF BRACKET TO PILE 14" x 1" SDS SCREW SIZE FOR THIS DESIGN MUST USE PATTERN SHOWN OR USE PATTERN ON SHEET 3, DETAIL F (X6) ALL EXPOSED METAL BONDED AND RECOGNIZED TO UL 2703 BONDING THROUGH BOTH EXPANSION AND RIGID SPILCES TESTED AND RECOGNIZED PER UL 2703 GUIDELINES BONDING OF XL 35 mm INSERTION RAIL TO XXL BASE RAIL TESTED AND UL 2703 RECOGNIZED TO NEXT PV MODULE IN STRING TO SYSTEM GROUND, AND/OR INVERTER, COMBINER BOXES AND DC DISCONNECTS 1 PER ARRAY UL 467 LISTED AND UL 2703 RECOGNIZED GROUND SHARK TO CONNECT EGC TO FRAMEWORK USE 1 GROUND SHARK PER STRING 1 PER PV STRING AWG #6 OR #10 SOLID BARE COPPER EGC BONDS ONLY ONE PV STRING TO MOUNTING SYSTEM, CONNECT TO ONE SGB IN ONE STRING SGB GROUND LUG OR EQUIVALENT APPROVED GROUND LUG, ATTACH TO ANY 1 MODULE IN STRING, CONNECT TO EGC PER MANUFACTURING INSTRUCTIONS PV MODULE HANWHA B.LINE PRO L-G4.1 322 MODELS AND SIZE VARY. ONLY 3 SHOWN FOR CLARITY ALL MODULE STRINGS BONDED AND GROUNDED AS SHOWN UL 2703 RECOGNIZED DYNOBOND BONDING JUMPER BONDS UP TO ONE STRING OF MODULES, 1 PER MODULE ALTERNATE SYSTEM GROUND LOCATION INSTALL 1 GROUND SHARK ON ANY BASE RAILCONNECT AWG #6 OR #10 BARE COPPER TO GROUND SHARK AND TO SYSTEM GROUND, COMBINERS AND INVERTERS PROJECT INFORMATION NAME: TAI GORDON ADDRESS: 4251 SHORTHORN CITY: CHICO, CA 95973 PHONE: AHJ: APN#: 047-530-004-000 PROJECT#: MATERIAL AND CONSTRUCTION SPECIFICATIONS FOR DRIVEN PILE FOUNDATION 1.ANY EARTH DISTURBED AFTER GEOTECHNICAL ASSESSMENT MUST BE RETURNED TO 98% OF ASSESSED COMPACTION. 2.LATERAL DEFLECTION AT GRADE FOR DRIVEN PILE FOUNDATIONS MUST BE LESS THAN 1 in. USE EXCLUSIONS 1.DRIVEN PILE FOUNDATION DEPTH OF O FRONT AND P REAR. SEE SHEET 1 FOR SPECIFIC FOUNDATION DIMENSIONS FOR THIS PROJECT. IN LIEU OF A SITE SPECIFIC GEOTECHNICAL REPORT, THE FOUNDATIONS ARE DESIGNED USING MINIMUM CODE VALUES. FRONT PILE DESIGN LOADS F1, F2, F3, F4, M1, SEE SHEET 1 FOR SPECIFIC LOADS FRONT PILE DESIGN LOADS F5, F6, F7, F8, M2, SEE SHEET 1 FOR SPECIFIC LOADS 2.PILE FIXITY FOR FOUNDATION CALCULATIONS IS ASSUMED AS 12 in. BELOW GRADE. FOUNDATION LOADS 1.GALVANIZED W 6 x 7 AT 50 ksi YEILD MINIMUM IS SPECIFIED. STEEL PILES L - NORTH-SOUTH PILE SPACING W 6 x 7 PILE ELEVATION VIEW UNIVERSAL RACKING DRIVEN PILE FOUNDATION NOT TO SCALE ± 4 in FOR BASE RAIL SPACING ± 4 IN FOR INSERTION RAIL CANTILEVER ± 4 IN FOR SPLICE TO BASE RAIL SPACING ± 2 IN FOR SINGLE PILE LOCATION ± 5° FOR PILE ROTATION ± 2° FOR PILE PLUMB ± 2° FOR ARRAY TILT +18 in - 116 in FOR INSERTION RAIL SPACING + 34 in - 34 in FOR PILE BRACKET HEIGHT GENERAL CONSTRUCTION TOLERANCES L - NORTH-SOUTH PILE SPACING O - FRONT PILE EMBEDMENT DEPTH M - FRONT PILE LENGTH Q - FRONT PILE HEIGHT ABOVE GRADE P - REAR PILE EMBEDMENT DEPTH N - REAR PILE LENGTH R - REAR PILE HEIGHT ABOVE GRADE GRADE LINE PLAN VIEW UNIVERSAL RACKING DRIVEN PILE FOUNDATION NOT TO SCALE M2 F8 F5F7 F6 M1 F4 F1F3 F2 PROPERTY OF 1010 WINDING CREEK ROAD #100 ROSEVILLE, CA 95678 (916) 409-6900 www.sunworksusa.com CSLB# 441690 C10 REVISION SCHEDULE No.Date Description SHEET TITLE DRIVEN PILE DETAILS SHEET NUMBER 6 OF 7 1 inch Scale to Confirm 24" x 36" Plot © «« PE STAMP & DATE THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF UNIVERSAL RACKING SOLUTIONS, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF UNIVERSAL RACKING SOLUTIONS. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. DRAWN BY:JMC APPROVED BY: DATE:5/3/2016 PROJECT INFORMATION NAME: TAI GORDON ADDRESS: 4251 SHORTHORN CITY: CHICO, CA 95973 PHONE: AHJ: APN#: 047-530-004-000 PROJECT#: N PROPERTY OF 1010 WINDING CREEK ROAD #100 ROSEVILLE, CA 95678 (916) 409-6900 www.sunworksusa.com CSLB# 441690 C10 REVISION SCHEDULE No.Date Description SHEET TITLE DRIVEN PILE DETAILS SHEET NUMBER 7 OF 7 1 inch Scale to Confirm 24" x 36" Plot © «« PE STAMP & DATE THESE DOCUMENTS, IDEAS, DESIGNS, & INFORMATION INCORPORATED HEREIN, AS AN INSTRUMENT OF A PROFESSIONAL SERVICE, ARE THE PROPERTY OF UNIVERSAL RACKING SOLUTIONS, AND ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF UNIVERSAL RACKING SOLUTIONS. THIS DOCUMENT IS SUBJECT TO RETURN UPON DEMAND. DRAWN BY:JMC APPROVED BY: DATE:5/3/2016 395 14" - G - ARRAY LENGTH 140" - L - NORTH SOUTH PILE SPACING (TYPICAL OF BOTH ARRAYS) 141" - K - EAST-WEST SPACING 45 516" (TYPICAL OF BOTH ARRAYS) 53 14" (TYPICAL OF BOTH ARRAYS) 56 58" - I - INSERTION RAIL CANTILEVER W 6 x 7 FRONT PILE PILE LENGTH - M - 144" EMBED TO - O - 66.5" (TYPICAL OF BOTH ARRAYS) W 6 x 7 REAR PILE PILE LENGTH - N - 180" EMBED TO - P - 76.8" (TYPICAL OF BOTH ARRAYS) TAI GORDON RESIDENCE 17.258 kW SCALE 1:40 238 916" H - ARRAY WIDTH (TYPICAL OF BOTH ARRAYS) 316 14" - G - ARRAY LENGTH 44 18" - I - INSERTION RAIL CANTILEVER 114" - K - EAST-WEST SPACING PROJECT INFORMATION NAME: TAI GORDON ADDRESS: 4251 SHORTHORN CITY: CHICO, CA 95973 PHONE: AHJ: APN#: 047-530-004-000 PROJECT#: 366 916" 128" 12 12" PILE OFFSET