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2 I 3 J 4 I 5 I 6
<br /> GENERAL NOTES 11. IT IS THE CONTRACTORS RESPONSIBILITY TO SURVEYING, SITE CLEARING, EROSION, SITE ELECTRICAL SPECIFICATIONS. PACKAGE COVERAGE - LOADING 8.
<br /> DETERMINE THE APPLICABLE DESIGN CRITERIA FOR MAINTENANCE, ETC.., OR ANY OTHER ENGINEERING 5. IT IS THE CUSTOMERS RESPONSIBILITY TO ENSURE SETUP RANGES & CONSTANTS
<br /> THE PROJECT. THIS SHALL BE DONE UNDER THE NOT COVERED BY THE STRUCTURAL ENGINEERING OF 10. ANCHOR POST TOLERANCES THE PROVIDED CORROSION PROTECTION IS ADEQUATE
<br /> 1. IN THIS DOCUMENT, THE CONTRACTOR WILL IN GUIDANCE OF THE AHJ AND A CUSTOMER THE RACKING SYSTEM). FOR THE THE SITE CONDITIONS AND LIFE OF THE
<br /> REFEREED TO AS THE RESPONSIBLE PARTY IN CHARGE CONTRACTED ENGINEER, PRIOR TO PURCHASE. AP ) 10.1. f 2" VARIATION IN HEIGHT. PROJECT, PRIOR TO PURCHASE AND AT THE TILT ANGLES: 20% 25', & 30'
<br /> o OF THE ARRAY. THIS PARTY MAY BE THE OWNER, ALTERNATIVES AND THE J01 GROUP ARE NOT CUSTOMERS EXPENSE. GROUND SNOW LOAD PSF: 0 - 70
<br /> BUYER, CUSTOMER, OR INSTALLER. USAGE OFANY' OF 5. AP ALTERNATIVES AND THE JDI GROUP ARE NOT THE 10.2. t 2" VARIATION IN NORTH-SOUTH DIRECTION. ( )
<br /> THE AFOREMENTIONED TERMS ARE TAKEN TO BE ANY RESPONSIBLE FOR INCORRECTLY BUYING OR BUILDING GEOTECHNICAL ENGINEER OF RECORD. AP 10.3. f 2" VARIATION IN EAST-WEST DIRECTION. WIND SPEEDS (MPH): 110 - 140
<br /> OF THE SAME GROUPS, BUT NONE INCLUDE AP
<br /> TO INAPPLICABLE DESIGN CRITERIA. ALTERNATIVES AND THE JDI GROUP ARE NOT 10.4. f 2' VARIATION IN POST PLUMBNESS. 6. SEE CONNECTIONS DRAWING FOR FASTENER TORQUE WIND EXPOSURE CATEGORY: C
<br /> ALTERNATIVES OR THE JDI GROUP. RESPONSIBLE FOR THE GEOTECHNICAL DESIGN OF THE VALUES. MAX SEISMIC Ss: 3.730 g
<br /> j 12. DESIGN CRITERIA NOT CONSIDERED BY THESE SITE (INCLUDING BUT NOT LIMITED TO SOIL ANALYSIS, 11. ACCURATELY LOCATE AND INSTALL ANCHOR POSTS MAX SEISMIC Sl: 1.390 g
<br /> 2. THE CONTRACTOR MUST VERIFY ONSITE CONDITIONS,TO DRAWINGS OR THE STATE SEALED LETTER (BUT MAY ANALYSIS OF THE SOILS ABILITY TO RESIST FORCES, BY SUCH METHODS AND EQUIPMENT SO AS NOT TO
<br /> VERIFY CONFORMANCE TO CONTRACT DOCUMENTATION, BE REQUIRED BY THE AHJ) INCLUDE FLOOD LOADS, CORROSION ANALYSIS, ETC.., OR ANY OTHER IMPAIR THE ANCHOR STRENGTH OR DAMAGE ANCHORS PV MODULE:
<br /> INCLUDING BUT NOT LIMITED TO:THIS DOCUMENT, THE IMPACT LOADS, DEBRIS LOADS, EROSION, EXPANSIVE ENGINEERING NOT COVERED BY THE STRUCTURAL OR ADJACENT CONSTRUCTION. ELECTRICAL MAX.PANEL WIDTH: 39.50"
<br /> STATE SEALED LETTER DOCUMENT, APPLICABLE SOILS, FROST HEAVE, ACTS OF GOD, DYNAMIC ENGINEERING OF THE RACKING SYSTEM). MAX.PANEL LENGTH: 79.00"
<br /> AUXILIARY DRAWINGS, AND THE INSTALLATION MANUAL. ANALYSIS, AND ANY OTHER LOADING NOT EXPLICITLY 12. INSTALLATION CONTRACTOR RESPONSIBLE FOR ALL 1. UNLESS SPECIFIED BY CONTRACT DOCUMENTS, MAX.PANEL HEIGHT: 2.00"
<br /> STATED AS BEING INCLUDED IN THE DESIGN OF THE 6. AP ALTERNATIVES AND THE JDI GROUP ARE NOT THE CONSTRUCTION EQUIPMENT, METHODS, AND AP ALTERNATIVES AND THE JDI GROUP ARE NOT MAX.PANEL WEIGHT: 60.00 LBS
<br /> 3. THE CONTRACTOR MUST VERIFY ALL FIELD DIMENSIONS RACKING. SOLAR DESIGN ENGINEER OF RECORD. AP SEQUENCES. RESPONSIBLE FOR ANY WORK CONCERNING THE
<br /> AND THE SHAPES AND SIZES OF STRUCTURAL ALTERNATIVES AND THE JDI GROUP ARE NOT ELECTRICAL SYSTEMS OR COMPONENTS, INCLUDING RISK CATEGORY- I r
<br /> MEMBERS TO ENSURE THE PROPER STRENGTH, FIT, 13. IT IS THE BUYERS RESPONSIBILITY TO DETERMINE THE RESPONSIBLE FOR THE SOLAR DESIGN OF THE SITE 13. DISTURBED GALVANIZED SURFACES SHALL BE BUT NOT LIMITED TO, ELECTRICAL INSTALLATION AS MAX.FRONT LIP CLEARANCE: 36" SOLAR RACKING
<br /> AND LOCATION OF THE STRUCTURAL WORK.CONDITIONS APPLICABILITY OF THIS DESIGN PACKET AND THE (INCLUDING BUT NOT LIMITED TO SHADING, EFFICIENCY, TOUCHED UP WITH AN APPROVED COLD GALVANIZING THEY PERTAIN TO THE RACKING HARDWARE, PV 20-345 COUNTY ROAD x
<br /> WHICH MAY PREVENT THE PROPER EXECUTION AND STATE SEALED LETTER WITH ALL LOCAL AND STATE ORIENTATION, PART SELECTION, TILT SELECTION, ETC.., COMPOUND OR EQUIVALENT. MODULES, OR THE SITE. RIDGEVILLE CORNERS,OHIO 43555
<br /> COMPLETION OF THE WORK MUST BE REPORTED TO AP LAWS, PRIOR TO PURCHASE. OR ANY OTHER ENGINEERING NOT COVERED BY THE (P) 419.267.5280
<br /> ALTERNATIVES, IN WRITING, BEFORE RESUMING WORK, STRUCTURAL ENGINEERING OF THE RACKING SYSTEM). 14. GOOD INDUSTR', PRACTICE SHALL BE USED IN THE 2. AP ALTERNATIVES AND THE JDI GROUP ARE NOT ABBREVIATIONS (F)x19.267.5214
<br /> ASSEMBLY OF ALL STRUCTURAL COMPONENTS OF THIS RESPONSIBLE FOR GROUNDING AND BONDING WWW,APALTERNATIVES.COM
<br /> 3. AP ALTERNATIVES AND THE JDI GROUP IS NOT ADDITIONAL DOCUMENTATION PROJECT. COMPONENTS, OR THE REQUIREMENTS AND ADMOD ADVANCED MODULAR GROUND MOUNT
<br /> RESPONSIBLE FOR WORK CONDUCTED BY OTHERS. INSTALLATION METHODS. AHJ AUTHORITY HAVING JURISDICTION RACKING T,PE
<br /> ADDITIONAL ENGINEERING DOCUMENTATION DEVELOPED FOR CONSTRUCTION 15. STORE ALL PARTS AND COMPONENTS PROPERLY. ALT ALTERNATE, ALTERNATIVE
<br /> 5. WORK DONE BY OTHERS INCLUDE BUT NOT BE THIS PROJECT & GENERAL DOCUMENTATION INTENDED TO PREVENT TRAPPING MOISTURE. PREVENT GROUND 3. ELECTRICAL COMPONENTS, INCLUDING THOSE FOR AE40Y�i4�
<br /> LIMITED TO, EXCEPT WHERE EXPLICITLY CONTRACTED BE USED ON THIS PROJECT, CREATED BY OTHERS: 1. ALL CONSTRUCTION SHALL CONFORM TO LOCAL CONTACT. PREVENT DEFORMATION OR POTENTIAL BONDING, GROUNDING, AND WIRE MANAGEMENT, ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
<br /> TO DO SO WITHIN THE CONTRACT DOCUMENTS. DAMAGE. PROVIDED BY AP ALTERNATIVES, ARE PROVIDED AS
<br /> CODES, INCLUDING THE INTERNATIONAL BUILDING CODE
<br /> 1. PV MODULE INSTALLATION MANUAL, (PROVIDED BY PV AND FIRE CODE. COMPONENTS ONLY. AP ALTERNATIVES AND THE J01 APA AP ALTERNATIVES, LLC D 1 s T R I e U T 1 0
<br /> MODULE MANUFACTURER). 16. IT IS THE RESPONSIBILITY OF THE CUSTOMER TO GROUP ARE NOT RESPONSIBLE FOR THEIR USAGE OR ApPD APPROVED STRUMRAL ENGINEER OF RECORD
<br /> 2. LOCATION OF UNDERGROUND UTILITIES SHALL BE VERIFY'EASEMENTS, SETBACK, FIRE LANES, AND INSTALLATION AND PROVIDE NO GUARANTEE TO THEIR APPROX APPROXIMATE
<br /> 5.1. SITE WORK AND DEVELOPMENT, INCLUDING BUT LIFE OR ADHERENCE TO APPLICABLE BUILDING CODES.
<br /> 2. APA RACKING INSTALLATION MANUAL. VERIFIED PRIOR TO START OF WORK. OTHER DISTANCES REQUIRED S THE AHJ. FAILURE TO
<br /> NOT LIMITED TO GRADING, CONSTRUCTION ROADS, PROPERL'i VERIFY AND MARK SUCH DISTANCES MAY ASTM AMERICAN SECTION OF THE INTERNATIONAL
<br /> FENCING, SEEDING, EROSION CONTROL. 4. ANY DRAWING, NOTE, OR DOCUMENTATION PROVIDED I ULuJ�p
<br /> 3. PE STATE SEALED LETTER. 3. INSTALLATION CONTRACTORS ARE RESPONSIBLE FOR RESULT IN PROJECT DELAYS AND ADDITIONAL COSTS ASSOCIATION FOR TESTING MATERIALS
<br /> REVIEWING, UNDERSTANDING, AND FOLLOWING ALL TO BE COVERED BY THE CUSTOMER. BY AP ALTERNATIVES, REFERENCING O ELECTRICAL,
<br /> 5.2. ALL ELECTRICAL WORK. GROUNDING, OR BONDING COMPONENT OR AZ AZIMUTH erehireerR n engineers
<br /> DIRECTIONS, MEASUREMENTS, AND GUIDELINES INSTALLATION IS PROVIDED AS REFERENCE ONLY, AND
<br /> CONTAINED IN THIS DRAWING PACKET AND IN ANY 17. UNDER SPECIFIC CIRCUMSTANCES, TERRAIN AND SITE BLDG BUILDING
<br /> 5.3. ALL GROUNDING AND BONDING. DESIGN RESPONSIBILITY SHALL NOT BE TAKEN AS PROOF OF AP
<br /> DOCUMENTATION INTENDED TO BE USED IN PROPERTIES MAY INDICATE THE NEED FOR ADDITIONAL360 W.DUSSEL DR.
<br /> CONJUNCTION WITH THIS PACKET. PARTS, WITH COSTS TO BE COVERED BY THE ALTERNATIVES RESPONSIBILITIES OR LIABILITY', EXCEPT CAD COMPUTER AIDED DESIGN MAUMEE,OH 43537
<br /> 5.4. ALL SHADING AND PRODUCTION ANALYSIS. 1. THE JDI GROUP IS THE STRUCTURAL ENGINEER OF
<br /> RECORD. CUSTOMER. WHERE EXPLICITLY DEFINED IN THE CONTRACT CMB COMBINER BOX IPI 419.725.7161 IFI 419.725.716:4. GOOD INDUSTRY PRACTICES ARE EXPECTED TO BE DOCUMENTS. DC DIRECT CURRENT
<br /> 6. SEE OTHER MANUFACTURER'S DRAWINGS AND USED IN THE ASSEMBLY OF ALL STRUCTURAL =ROPEssIoxAL sEAL/sT
<br /> 2
<br /> INSTALLATION MANUALS FOR ADDITIONAL INFORMATION . AP ALTERNATIVES AND THE JDI GROUP ARE 5. MOUNTING OF ELECTRICAL EQUIPMENT TO AP
<br /> ON THEIR PARTS, (IE. FOR PV MODULES, GROUNDING RESPONSIBLE ONLY FOR THE STRUCTURAL DESIGN OF COMPONENTS OF THIS PROJECT. ALTERNATIVES RACKING IS FORBIDDEN. DIA DIAMETER
<br /> THE RACKING, AS PROVIDED AND LIMITED TO THE STEEL
<br /> DWG DRAWING SEE
<br /> LUGS, D'YNOBONDS, ETC.): 5. ALL WORK SHALL BE DONE IN A WORKMAN-LIKE
<br /> DRAWING SET HEREIN AND THE APPROPRIATE STATE MANNER. 1. ALL FASTENERS SHALL BE THE TYPE AND SIZE (A EXISTING APPROPRIATE
<br /> SEALED LETTER. )
<br /> 7. INSTALLATION CONTRACTOR RESPONSIBLE FOR ALL INDICATED ON THE DRAWINGS. STATE STAMPED
<br /> CONSTRUCTION EQUIPMENT, METHODS, AND 6. ALL CONTRACTORS MUST COMPLY WITH ALL SPECIAL INSPECTION EOR ENGINEER OF RECORD CERTIFICATION
<br /> 3. AP ALTERNATIVES AND THE JDI GROUP ARE NOT THE
<br /> SEQUENCES. APPLICABLE SAFETY REQUIREMENTS WHILE 2. ALL BOLTS, WASHERS, AND NUTS SHALL BE
<br /> ELECTRICAL ENGINEER OF RECORD. ALTERNATIVES , , DOCUMENTS
<br /> AND THE JDI GROUP ARE NOT RESPONSIBLE
<br /> WHERE REQUIRED BY OWNERCUSTOMERAND/OR
<br /> EW EAST TO WEST FOR THE CONSTRUCTING. STAINLESS STEEL OR CORROSION-RESISTANT /
<br /> 8. CUSTOMER IS RESPONSIBLE FOR VERIFYING CORROSION EQUIVALENT. AUTHORITY HAVING JURISDICTION, MINIMUM INSPECTION G.C. GENERAL CONTRACTOR
<br /> COMPATIBILITY'WITH ANCHOR POSTS. ELECTRICAL DESIGN OF THE SITE (INCLUDING BUT NOT 7 AP ALTERNATIVES IS NOT LIABLE FOR THE SAFETY OF SHALL INCLUDE THE FOLLOWING NOTES AND TABLE G,GND GROUND
<br /> LIMITED TO INVERTER SELECTION AND INSTALLATION, PERSONNEL, PARTS, MATERIALS, PERSONAL PROPERTY, 3. STRUCTURAL SHAPES, TUBING, AND COLD-FORMED BELOW.
<br /> PIPING & WIRING, TRENCHING, BONDING, GROUNDING, SHAPES SHALL CONFORM TO THE ASTM GUIDELINES GALV GALVANIZED
<br /> 9. DO NOT SCALE OFF OF THESE DRAWINGS. USE GIVEN OR OTHER.
<br /> DIMENSIONS WHEN WRITTEN. DIMENSIONS PORTRAYED ETC.., OR ANY OTHER ENGINEERING NOT COVERED BY INDICATED WITHIN THE SEALED STRUCTURAL PERMIT 1. ALL SPECIAL INSPECTORS SHALL BE RETAINED BY IBC INTERNATIONAL BUILDING CODE
<br /> WITH A VARIABLE, MA)' BE FOUND IN THE THE STRUCTURAL ENGINEERING OF THE RACKING 6. CARE SHOULD BE USED WHEN HANDLING PV PACKAGE. OWNER/CUSTOMER. THE EXTENT OF THE INSPECTION
<br /> APPROPRIATE TABLE, IN THE APPROPRIATE STATE SYSTEM). MODULES. ANY PANELS EXPOSED TO SUNLIGHT SHALL COMPLY WITH THE CONTRACT DOCUMENTS, THE ID INSIDE DIAMETER LTJ
<br /> SEALED LETTER. SHOULD BE TREATED AS IF IT IS FULLY CHARGED. 4. ALL STRUCTURAL MATERIALS SHALL HAVE ADEQUATE BUILDING CODE REQUIREMENTS, AND LOCAL Kw KILOWATT
<br /> 4. AP ALTERNATIVES AND THE JDI GROUP ARE NOT THE MOST PANELS ARE CAPABLE OF PRODUCING 60OVDC CORROSION PROTECTION FOR THE ENVIRONMENT. JURISDICTION. IT IS THE OWNER/CUSTOMER'S
<br /> 10. WHERE THERE ARE MULTIPLE DIMENSIONS OR CIVIL ENGINEER OF RECORD. AP ALTERNATIVES AND DURING DAYLIGHT HOURS. RESPONSIBILITY TO GIVE PROPER NOTIFICATION TO MFG MANUFACTURER Q r
<br /> ABOVE GRADE STRUCTURAL STEEL SHALL BE HOT _
<br /> CRITERIA, THE MOST CONSERVATIVE APPROACH THE JDI GROUP ARE NOT RESPONSIBLE FOR THE CIVIL 0 THE SPECIAL INSPECTOR AND PROCEED WITH THE
<br /> SHOULD BE TAKEN AS THE INTENDED. DESIGN OF THE SITE INCLUDING BUT NOT LIMITED TO DIPPED GALVANIZED PER ASTM A1�3 OR AN MIN MINIMUM
<br /> ( 9. CHECK MODULE SPECIFIC SPEC SHEET FOR APPROVED EQUIVALENT SHALL BE EVALUATED 8'r' THE WORK L'i AFTER THE SPECIAL INSPECTOR'S MISC MISCELLANEOUS
<br /> GRADING, ENGINEER. APPROVAL.
<br /> MTD MOUNTED
<br /> 2. FAILURE TO NOTIFY THE SPECIAL INSPECTOR MAY MW MEGAWATT
<br /> RESULT IN OWNER/CUSTOMER HAVING TO REMOVE
<br /> WORK FOR THE PURPOSE OF INSPECTION AT THE
<br /> OWNER'S/CUSTOMERS EXPENSE. NECNEW
<br /> NNATIONAL ELECTRIC CODE L
<br /> 3. SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL NO NUMBER O
<br /> INSPECTIONS. RECORDS SHALL BE FURNISHED TO THE
<br /> OWNER, ENGINEER OF RECORD, AND LOCAL NS NORTH TO SOUTH
<br /> -- JURISDICTION AS REQUIRED. OD OUTSIDE DIAMETER /
<br /> 4. SPECIAL INSPECTIONS DO NOT RELIEVE OWNER FROM PE PROFESSIONAL ENGINEER
<br /> ADDITIONAL INSPECTIONS REQUIRED BY THE AHJ. PV PHOTOVOLTAIC Q ��
<br /> - �--_\ REV REVISION
<br /> SPECIAL INSPECTION & TESTING SCHEDULE SCH SCHEDULE
<br /> SF SQUARE FOOT/FEET �-
<br /> CONTINUOUS PERIODIC
<br /> STRUCTURAL STEEL ERECTION SHCS SOCKET HEAD CAP SCREW
<br /> MATERIAL IDENTIFICATION x SPEC SPECIFICATION
<br /> INSTALLATION OF HIGH STRENGTH BOLTS x SS STAINLESS STEEL
<br /> WELDED CONNECTIONS x W
<br /> MEMBER SIZES AND PLACEMENT % STD STANDARD
<br /> $. GENERAL CONFORMANCE WITH DESIGN DOCUMENTS x THD TO BE DETERMINED
<br /> _
<br /> DR[/EN DEEP FOUNDATION ELEMENTS TYP TYPICAL
<br /> /TH D ELEMENT DO MATERIALS,SEE,LENGTHS COMPLY % UL UNDERWRITERS LABORATORIES SHEET REVISIONS
<br /> WITH DESIGN DOCUMENTS REV.1 DESCRIPTION DALE
<br /> DETERMINE CAPACITIES OF TEST ELEMENTS&CONDUCT x
<br /> VDC VOLTS DIRECT CURRENT
<br /> ADDITIONAL LOAD TESTS,AS REO. W WATT
<br /> F OBSER/E DRIIING OPERATIONS.MAINTAIN RECORDS x _
<br /> @ /ERIF'f PLACEMENT LOCATIONS&PLVMBNESS x
<br /> It
<br /> IF I
<br /> `i GOVERNING CODES & REFERENCE A P P R O VE D
<br /> DOCUMENTS
<br /> 4 +� SHEET INDEX RAMN REVIExEO APPRO ED Sze
<br /> E 'rI 1. 2015 INTERNATIONAL BUILDING CODE NF JR JDI D
<br /> 6 " FS.00 A STRUCTURAL COYER SHEET NAME
<br /> = 2. ASCE 7-10 - MINIMUM DESIGN LOADS FOR BUILDING s.11 A RACKING OVERVIEW-20'TILT
<br /> AND OTHER STRUCTURES STRUCTURAL NOTES
<br /> 5.12 A RACKING OVERVIEW-25'TILT
<br /> R 3. AISI S100-2007 - NORTH AMERICAN SPECIFICATION s.13 A RACKING OVERVIEW -CT-30'TILT CT N-R
<br /> STRUCTURAL MEMBERSSIOLD-FORMED STEEL A
<br /> SOLAR RACKING A ANCHOR POSTS&
<br /> STRUCTURAL PURUNsxes PPD18US-001
<br /> - Q 5.40 A GENERAL CONNECTIONS xRAYANG xuMRER REV.
<br /> u i J T R � U U T 1 0 4. AISC-10 - STEEL CONSTRUCTION MANUAL, 14TH ED.
<br /> C S.50 A ANCHOR BRACING
<br /> IMAGE FOR REFERENCE ONLY S.00 A
<br /> 5 -
<br />
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