Solar Canopy Portfolio Drawing Samples

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MATERIAL SCHEDULE

INCLINATION 10.0° NUMBER OF CANOPIES 4 NUMBER OF COLUMNS 20 PIECE MARK COMPONENT NAME MANUFACTURER VENDOR MATERIAL UNIT DIMENSIONS QUANTITY REQ'D FINISH COLOR DESCRIPTION NOTES PV PANEL PV-1 PV PANEL SUNPOWER SUNPOWER X21-470-COM 41.18" W. 81.36" L. 1080 N/A N/AFOUNDATIONS - 48 N/A N/ASTRUCTURAL STEEL BP-1 BASE PLATE 2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 241-COAT ZINC CLAD PRIMER 1-COAT EXTERIOR SHERWIN WILLIAMS FRENCH ROAST, SW 6069 ENSURE BOTTOM OF BASEPLATE RECEIVES PAINT C-1 COLUMN A992 W12 x 53 SEE PV-200 SERIES DRAWINGS 241-COAT ZINC CLAD PRIMER 1-COAT EXTERIOR SHERWIN WILLIAMS FRENCH ROAST, SW 6069CB-1 CROSSBEAM A992 W16 x 45 SEE PV-300 SERIES DRAWINGS 241-COAT ZINC CLAD PRIMER 1-COAT EXTERIOR SHERWIN WILLIAMS FRENCH ROAST, SW 6069CP-1 COLUMN CAP PLATE 2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 241-COAT ZINC CLAD PRIMER 1-COAT EXTERIOR SHERWIN WILLIAMS FRENCH ROAST, SW 6069PS-1 PURLIN SPLICE PLATE 5/16" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 144 HOT DIP GALVANIZED N/ASA-1 STEEL MOUNTING ANGLE 5/16" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 288 HOT DIP GALVANIZED N/ASTB-1 STIFFENER PLATE (BEAM) 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 961-COAT ZINC CLAD PRIMER 1-COAT EXTERIOR SHERWIN WILLIAMS FRENCH ROAST, SW 6069 COLD-FORMED STEEL BL-1 PURLIN BLOCKING 18 GA. A653 GR. 33 9" H. x 2" W. x 4' 1-1/2" L. 192 GALVANIZED G90 N/AP-X10E12-1 (A/B) PURLIN (10 PANEL END TYPE 1) 14 GA. A653 GR. 55 12" x 4" x 1" x 419.300" 48 GALVANIZED G90 N/A 1/2 OF QTY. SHOWN WILL BE 'A' OR 'B' TO COMPLETE PURLIN PAIR P-X10M12-1 (A/B) PURLIN (10 PANEL MIDDLE TYPE 1) 14 GA. A653 GR. 55 12" x 4" x 1" x 416.300" 96 GALVANIZED G90 N/A 1/2 OF QTY. SHOWN WILL BE 'A' OR 'B' TO COMPLETE PURLIN PAIR P-X15S12-1 (A/B) PURLIN (15 PANEL STARTER TYPE 1) 14 GA. A653 GR. 55 12" 4" x 1" x 627.700" 48 GALVANIZED G90 N/A 1/2 OF QTY. SHOWN WILL BE 'A' OR 'B' TO COMPLETE PURLIN PAIR PC-1 PURLIN FASCIA 18 GA. A653 GR. 33 12-1/4" x 2-7/8" x 1" 49-3/4" 48 PAINT TUDOR BROWNMETAL DECKING DF-1 DECK FLASHING 26 GA. 50 KSI STEEL 3'-0" W. 20'-2" L. 40 PAINT TUDOR BROWNDP-1S DECK PANEL (STARTER) 26 GA. 50 KSI STEEL 3'-0" W. x 20'2" L. 432 PAINT TUDOR BROWN SEE PV-110, PV-400 SERIES DRAWINGS DPC-1 DECK PANEL CAP MCELROY MIN-RIB 26 GA. STEEL 2-1/2" W. x 1-1/2" D. x 14' 3" L. 128 PAINT TUDOR BROWN SEE PV-110, PV-400 SERIES DRAWINGS BOLTS & FASTENERS # 12 TEK SCREW FIELD SCREW PURLIN COVER STEEL 1/4" x 3/4" LONG W/ HEX HEAD & WASHER, ITW-BUILDEX 208 CLIMEASEAL TUDOR BROWNAB-12 ANCHOR ROD F1554 GR. 105 1-1/2" DIA. x 48" L. 96 HOT DIP GALVANIZED N/AFB-4a FIELD BOLT A325 1/2" DIA. x 1-1/4" L. 576 HOT DIP GALVANIZED N/AFB-4b FIELD BOLT A325 1/2" DIA. x 2" L. 576 HOT DIP GALVANIZED N/AFB-10 FIELD BOLT A325 1-1/4" DIA. x 4-1/2" L. 96 HOT DIP GALVANIZED N/AFS-14 FASTENER SELF DRILLING SCREW W/ HEX HEAD A325 1/4"-14 x 7/8" LAP TEK ZAC 1344 CLIMEASEAL N/AFS-15 FASTENER - SELF DRILLING SCREW W/ HEX HEAD, WASHER & GASKET CARBON STEEL 7/8" LONG #10 SCREW HEX HEAD W/ WASHER, SELF DRILLER SCREW, W/ RUBBER GASKET 21296 PAINT TUDOR BROWN SEE PV-400 SERIES DRAWINGS MB-1 PANEL MOUNTING BOLT GR. 302 STAINLESS 1/4" DIA. x 3/4" L. 4512 PASSIVATE N/A INCLUDES VENDOR APPLIED THREAD-LOCKING FLUID 01/2"1" PROJECT TITLE PROJECT ADDRESS SHEET TITLE ISSUED SET REVISIONS ORIGINAL SHEET SIZE 36" 48" SCALE DWG NO. DRAWN BY: CHECKED BY APPROVED BY COPYRIGHT SUNPOWER, 2020 Consulting Engineers KPFF Job PROJECT # THIS DRAWING AND ALL THE INFORMATION PROPERTY OF SUNPOWER, AUTHORIZED FOR S U N P O W E R P A T E N T E D S O L A R P A R K N G C A N O P I E S AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH SUNPOWER. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 102 WEST 38th STREET 7TH FLOOR NEW YORK, NY 10018 12114 3730 HWY 45, COLUSA, CA, 95932 COLUSA CASINO PHASE 2 3730 HWY 45, COLUSA, CA, 95932 2000110 MATERIAL SCHEDULE SPWR JS NB NB PV-005 S Y M D E S C R P O N D A T E F S T S U D O R P E M 5 2 0 2 6000 16000 152

EXISTING CANOPY

EXISTING CANOPY

EXISTING CANOPY

EXISTING CANOPY

6895± CA HCTAM ±59 70 AC MATCH ±59 51 AC MATCH ±59 79 AC MATCH ±59 92 AC MATCH ±5994 AC MATCH ±59 97 AC MATCH ±59 87 AC MATCH ±60 01 AC MATCH ±60 01 AC MATCH ±59 97 AC MATCH 2695± CA HCTAM 9595± CA HCTAM 9595± CA HCTAM 0695± CA HCTAM 0595± CA HCTAM 8695± CA HCTAM 2595± CA HCTAM 0485 RG 6985 RG 8295 CT 8785 CA 7695± CA HCTAM 9695± CA HCTAM 4595± CA HCTAM 6795 CT 6295 CA 8006 CA 0095 RG 59 80 AC 59 70 AC 5295 RG 0406 CA 5295 0895 RG 7206 7206 RG 7206 RG 0485 - 22 E 4 E 2-2 E 4 E 2-2"E 4 E "4 DS 22 " E 4 E 2-2"E 4"E 2-2"E 4"E 4 E 22 E 4 E 22 E 4 E 2- E E 2-2 E 4 DS E L E C E L E C E L E C 4 G A S 1 2 F X F 6 F 4 W 1 2 F 4 W 1 2 F 4 W 4 W 1 2 F 8 S X S 6 S 8 S 8 S 8 S 6 R W 6 R W 6 R W G D INV. 58.39 4" PVC B R E A K BREAK BREAK SL SL SL SL & BOX SL & BOX WV (2) FH ELEC. MH-3 SWITCHGEAR MPG-3 8"DCDC CONNECTION TO PREVIOUS FIRE SERVICE? PANEL-HR1 ELEC. PEDESTAL NEW SEWER LIFT STATION CONST. TRAILER GRAVEL ROAD WV? G R A T E 5 8 5 0 N V 5 4 2 4 ( W ) 2 4 G R A T E 5 8 5 0 N V 5 4 5 0 ( W ) 2 4 G R A T E 5 8 5 0 N V 5 4 2 4 ( N & E 2 4 N V 5 5 2 4 ( W ) 1 2 G R A T E 5 8 5 0 N V 5 3 9 9 ( N S & E ) 2 4 G R A T E 5 9 4 ± N V 4 9 7 2 ( N ) 2 4 N V 5 3 4 0 ( S ) 2 4 N V 5 3 9 0 2 4 N V 5 4 4 0 1 2 INV. 58.39 4" PVC B R E A K F E N C E FENCE SL SL SL SL & BOX SL & BOX SL & BOX ELEC. MH-3E WV WV (2) FH 8"DCDC TRANSFORMER NEW SEWER LIFT STATION 953 5940 5924 5910 5885 5868 5954 5949 5941 5934 5924 5911 5912 5905 5906 5873 5873 5884 5878 5908 5907 5923 5926 5914 5916 5899 5892 5893 5875 5880 5892 5903 5888 5905 5913 5925 5922 5935 5923 5913 5900 5889 5867 5892 5900 5906 5900 5927 5924 5937 5959 5945 5934 5924 5922 5909 5913 6129 6039 6053 6065 6075 6082 6093 6102 6111 6123 6137 6143 6140 6130 6114 6097 6083 6083 6077 6066 6052 5977 5980 6304 5868 5898 5920 5939 5961 5978 5977 5970 59 7 5914 5909 5945 5941 5936 5920 5933 5927 5935 8395 576 F 7 6 FL 5881 5911 5959 5954 5951 5945 5952 5953 5947 5958 5959 5975 5970 59 6 5973 5974 5960 5936 5908 5907 5957 5965 59 2 5977 5980 5980 5968 5973 5977 5903 5906 5907 5930 5969 5914 5899 5919 5916 5926 929 5913 5978 5926 5950 5907 5888 5883 8 9 FL 5903 5944 5922 5953 5908 5901 5901 2 4 S D 24 SD 24 SD 2 4 S D---R IRR IRR W 6"GAS 6"GAS-------------S G R GAS--------INV 52.75 6"(W) C---------SD 18"SD NOTES: 1. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD PRIOR TO FABRICATION. 2. THIS DESIGN ASSUMES THAT THE SITE WILL BE PREPARED BY THE OWNER AS REQUIRED TO MEET ALL TOLERANCES OF THE PROPOSED ARRAY. 3. LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND BASED ON THE FIELD LOCATIONS OF ALL VISABLE STRUCTURES SUCH AS CATCH BASINS, MANHOLES, WATER GATES, ETC. AND COMPILING INFORMATION FROM PLANS SUPPLIED BY OTHERS. 4. THIS IS NOT A SURVEY. ALL ELEVATIONS, DIMENSIONS, AND INFORMATION ON THIS SHEET IS FOR REFERENCE ONLY. 5. THIS DESIGN ASSUMES FOUNDATION INSTALLATION BY OTHERS. GC/INSTALLER MUST VERIFY TOP OF PIER ELEVATION TO BE LEVEL. 6. GC/INSTALLER TO VERIFY 11'-0" MIN. CLEARANCE @ BOTTOM EDGE OF CANOPY.
B B 10 10 9 9 8 8 7 7 C C 15 15 14 14 13 13 12 12 D D 20 20 19 19 18 18 17 17 A A 5 5 4 4 3 3 2 2 1 1 6 6 11 11 16 16 4 01 0 3 4 T Y P C A N O P Y W D T H O CURB 4-9 V PANEL END TO END = 5 - 8 TO CURB 1 - 1 8 TO CURB 4-9 1 O CURB 4-9 PV PANEL END TO END 5 - 8 PV PANE END O END 156- 1 8 PV P NEL END TO END 1 6-7 PV-011 1 01/2"1" PROJECT TITLE PROJECT ADDRESS SHEET TITLE ISSUED SET REVISIONS ORIGINAL SHEET SIZE 36" 48" SCALE DWG NO. DRAWN BY: CHECKED BY APPROVED BY COPYRIGHT SUNPOWER, 2020 Consulting Engineers KPFF Job PROJECT # THIS DRAWING AND ALL THE INFORMATION PROPERTY OF SUNPOWER, AUTHORIZED FOR S U N P O W E R P A T E N T E D S O L A R P A R K N G C A N O P I E S AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH SUNPOWER. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 102 WEST 38th STREET 7TH FLOOR NEW YORK, NY 10018 12114 3730 HWY 45, COLUSA, CA, 95932 COLUSA CASINO PHASE 2 3730 HWY 45, COLUSA, CA, 95932 2000110 OVERALL CANOPY SITE PLAN SPWR JS NB NB PV-011 1/16" = 1'-0" 1 OVERALL CANOPY SITE PLAN 1" = 80'-0" 2 OVERALL SITE PLAN OUTLINE OF CANOPY TYP. SITE TOPOGRAPHY PER CLIENT ISSUED TOPOGRAPHY S Y M D E S C R P O N D A T E F S T S U D O R P E M 5 2 0
LENGTH = 4'-0" 10" TREAD 10" THREAD HOT DIP GALVANIZED STRUCTURAL WASHER, TYP. (2) HOT DIP GALVANIZED HEAVY HEX NUT @ TOP (1) HOT DIP GALVANIZED JAM NUT AB-12 ANCHOR ROD PER PV-005 (1) HOT DIP GALVANIZED STRUCTURAL PLATE, TYP. (1) HOT DIP GALVANIZED HEAVY HEX NUT NOTE: GRIND THREAD AS REQUIRED TO PREVENT MOVEMENT OF NUT BP-1 BASE PLATE (4) AB-12 ANCHOR BOLTS PER 3/PV-031 C-1 COLUMN -SEE MATERIAL SCHEDULE 5" x 8" HOLE FOR ELECTRICAL CONDUITS (FILL W/ GROUT IF NOT USED) SEE ELECTRICAL DRAWINGS FOR DETAILS 3/4" 1'-5 1/2" 2 3/4" 1'-11" 1'-5" 2 3/4" 11 1/2" 2 3/4" 1" TYP. 3" CLR. -1/8" 2'-6" DIA. CL CL PV-031 5/16" TYP. 1/2" TYP. 1 1/2" CONCRETE PIER BASE PLATE (6) VERTICAL REBAR TIED TO ANCHOR BOLT (TYP.) AB-12 ANCHOR ROD/ NUT/ WASHER # HORIZONTAL REBAR @ 9" O.C. CL 3 3/16" 7 5/16" 7 5/16" 3 3/16" PROTECTIVE PIER = 1'-9" 3/16" 10 5/16" 10 5/16" 3/16" PROTECTIVE PIER 2'-3" 3/4" TYP. 3/4" TYP. CL 5 PV-031 30" DIA.FOUNDATION BELOW COLUMN PER SCHEDULE CONDUIT PER ELECTRICAL, WHERE OCCURS NEW FINISHED SURFACE FOR PARKING LOT EXISTING SURFACE CONDITION 1'-6" MIN. PV-031 DIAMETER PER PROTECTIVE CONCRETE PIER 5 PV-031 PV-031 3 1 1/2" CLEAR COLD JOINT TO BE CLEAN & LEFT ROUGH NOTE: COLD JOINT TO BE USED AT CONTRACTORS DISCRETION WHERE NECESSARY 3'-0" A.B. EMBEDMENT DEPTH NO LAPS ACROSS JOINT 3" MIN. CLEAR 7" MAX T.O. BASE PLATE 12'-6" MIN. FOUNDATION DEPTH T.O. PAVING ELEVATION VARIES B.O. FOUNDATION 1 PV-031 1 2 C L E A R M A X 3 C L E A R M N #4 SPIRAL REBAR CAGE WITH 6" PITCH (8) #8 VERTICAL REBAR #4 SPIRAL REBAR @ 1.5" PITCH @ TOP TURNS THEN 3" PITCH OVER LENGTH OF ANCHOR RODS V A R E S 20 M N T O 40 M A X C-1 COLUMN PER SCHDULE PROTECTIVE CONCRETE PIER ENCASING STEEL COLUMN REINFORCING VERTICAL REBAR TIED TO ANCHOR BOLT PER 4/PV-031 HORIZONTAL REBAR PER 4/PV-031 AB-12 ANCHOR BOLT NUT WASHER BP-1 BASE PLATE NEW SURFACE TO MATCH EXISTING, CONDITIONS VARIES NON-SHRINK GROUT CONCRETE FOUNDATION 3 M N 9 9 D M V A R E S7 M A X T.O. PIER T.O. PAVING T.O. BASE PLATE T.O. FOUNDATION CL F R O M T O P A V N G T O T O P E R 20 M N 40 M A X 4 PV-031 3" = 1'-0" 3 TYPICAL ANCHOR ROD 01/2"1" PROJECT TITLE PROJECT ADDRESS SHEET TITLE ISSUED SET REVISIONS ORIGINAL SHEET SIZE 36" 48" SCALE DWG NO. DRAWN BY: CHECKED BY APPROVED BY COPYRIGHT SUNPOWER, 2020 Consulting Engineers KPFF Job PROJECT # THIS DRAWING AND ALL THE INFORMATION PROPERTY OF SUNPOWER, AUTHORIZED FOR S U N P O W E R P A T E N T E D S O L A R P A R K N G C A N O P I E S AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH SUNPOWER. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 102 WEST 38th STREET 7TH FLOOR NEW YORK, NY 10018 12114 3730 HWY 45, COLUSA, CA, 95932 COLUSA CASINO PHASE 2 3730 HWY 45, COLUSA, CA, 95932 2000110 TYPICAL DRILLED PIER FOUNDATION SPWR JS NB NB PV-031 3" 1'-0" 1 BASE PLATE DETAIL 3" = 1'-0" 4 PLAN: PROTECTIVE CONCRETE PIER 3/4" = 1'-0" 2 ALTERNATE CONCRETE PIER DETAIL 3" = 1'-0" 5 SECTION: PROTECTIVE CONCRETE PIER S Y M D E S C R P O N D A T E F S T S U D O R P E M 5 2 0
1 PV-300 B 10 9 8 7 6 C-1 PURLIN (PAIR-1) A B LOW SIDE HIGH SIDE 10.0° PURLIN (PAIR-2) A B SA-1 PURLIN (PAIR-2) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B CB-1 CROSSBEAM PS-1 PURLIN SPLICE CB-1 CROSSBEAM PS-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ. EQ. CB-1 CROSSBEAM 5'-2 1/2" EQ. OVERHANG 12'-3" PS-1 PURLIN SPLICE CB-1 CROSSBEAM 5'-2 1/2" PS-1 PURLIN SPLICE CB-1 CROSSBEAM 5'-2 1/2" BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ. EQ. EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ. EQ. EQ. EQ. EQ. EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 C-1 C-1 C-1 C-1 OVERHANG 8'-10 1/8" 34'-9" BAY 34'-9" BAY 34'-9" BAY 31'-3" BAY SA-1 PS-1 SA-1 PS-1 SA-1 PS-1 SA-1 PS-1 5 4 3 2 1 10 9 8 7 6 15 14 13 12 11 20 19 18 17 16 A B C D P-X10E12-1 P-X10E12-1 B P-X10E12-1 A P-X10E12-1 B P-X10E12-1 A P-X10E12-1 B P-X10E12-1 A P-X10E12-1 B P-X10E12-1 A P-X10E12-1 B P-X10E12-1 A P-X10E12-1 B P-X10M12-1 P-X10M12-1 B P-X10M12-1 A P-X10M12-1 B P-X10M12-1 P-X10M12-1 P-X10M12-1 A P-X10M12-1 B P-X10M12-1 A P-X10M12-1 B P-X10M12-1 A P-X10M12-1 B P-X10M12-1 A P-X10M12-1 P-X10M12-1 A P-X10M12-1 B P-X10M12-1 A P-X10M12-1 B P-X10M12-1 A P-X10M12-1 B P-X10M12-1 P-X10M12-1 B P-X10M12-1 A P-X10M12-1 B P-X15S12-1 A P-X15S12-1 B P-X15S12-1 A P-X15S12-1 B P-X15S12-1 A P-X15S12-1 B P-X15S12-1 A P-X15S12-1 P-X15S12-1 A P-X15S12-1 B P-X15S12-1 P-X15S12-1 PV-300 B 10 9 8 7 6 5 4 3 2 1 10 9 8 7 6 15 14 13 12 11 20 19 18 17 16 A B C D 15 PANEL START UNIT 15 PANEL START UNIT 15 PANEL START UNIT 15 PANEL START UNIT 15 PANEL START UNIT 15 PANEL START UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 10 PANEL END UNIT 10 PANEL END UNIT 10 PANEL END UNIT 10 PANEL END UNIT 10 PANEL END UNIT 10 PANEL END UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 10 PANEL MIDDLE UNIT 34'-8 1/4" P2AB 34'-8 1/4" P2AB 34'-10 1/4" P3AB 52'-2 3/4" P1AB PV PANEL END TO END 156'-7 1/8" NOTE: ILLUSTRATED FRAMING PV ARRAY LAYOUT ARE FOR SUNPOWER MODULE X21-470W ANY REVISION TO EITHER THE PV PANEL OR SPECIFIED PANEL SPACING WILL REQUIRE REVISIONS TO FRMAING PV ARRAY LAYOUTS. 01/2"1" PROJECT TITLE PROJECT ADDRESS SHEET TITLE ISSUED SET REVISIONS ORIGINAL SHEET SIZE 36" 48" SCALE DWG NO. DRAWN BY: CHECKED BY APPROVED BY COPYRIGHT SUNPOWER, 2020 Consulting Engineers KPFF Job PROJECT # THIS DRAWING AND ALL THE INFORMATION PROPERTY OF SUNPOWER, AUTHORIZED FOR S U N P O W E R P A T E N T E D S O L A R P A R K N G C A N O P I E S AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH SUNPOWER. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 102 WEST 38th STREET 7TH FLOOR NEW YORK, NY 10018 12114 3730 HWY 45, COLUSA, CA, 95932 COLUSA CASINO PHASE 2 3730 HWY 45, COLUSA, CA, 95932 2000110 FRAMING & ARRAY PLANS SPWR JS NB NB PV-101 3/16" = 1'-0" 1 FRAMING LAYOUT PLAN -6x45 3/16" = 1'-0" 3 ARRAY LAYOUT PLAN -6x45 S Y M D E S C R P O N D A T E F S T S U D O R P E M 5 2 0
PVUNT6 PVUNT5 PVUNT4 PVUNT3 PVUNT2 PVUNT1 PVENDTOEND=40-1034 AB-12 ANCHOR BOLTS REINFORCED CONCRETE FOUNDATION EXISTING GRADE NON-SHRINK GROUT PER GSN, 2" MAX C-1 COLUMN PROTECTIVE CONCRETE PIER SA-1 STEEL ANGLE P-1 PURLIN BL-1 BLOCKING CB-1 CROSSBEAM LIGHTING ATTACHED TO COLUMN BY OTHERS CL CL 11'-0" MIN. CLEARANCE 20'-2" (HIEGHT MAY VARY DUE TO SITE TOPOGRAPHY) DP-1 METAL DECKING PANELS PV-401 10 PV-411 11 PV-411 9 PV-411 PV-031 40 M A X 20 M N NOTE: DECK SOFFIT IS NON-STRUCTURAL AND NOT INTENDED TO BE WATER PROFF OR SUPOORT STRUCTURAL LOADING. DO NOT PLACE CONSTRUCTION LOADS ON THE DECK. 39-10 CROSSBEAMLENGTH B O B P1 T O T O C P1 1 41 0 3/4" = 1'-0" 1 TYPICAL SECTION 6 UP CANOPY 01/2"1" PROJECT TITLE PROJECT ADDRESS SHEET TITLE ISSUED SET REVISIONS ORIGINAL SHEET SIZE 36" 48" SCALE DWG NO. DRAWN BY: CHECKED BY APPROVED BY COPYRIGHT SUNPOWER, 2020 Consulting Engineers KPFF Job PROJECT # THIS DRAWING AND ALL THE INFORMATION PROPERTY OF SUNPOWER, AUTHORIZED FOR S U N P O W E R P A T E N T E D S O L A R P A R K N G C A N O P I E S AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH SUNPOWER. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 102 WEST 38th STREET 7TH FLOOR NEW YORK, NY 10018 12114 3730 HWY 45, COLUSA, CA, 95932 COLUSA CASINO PHASE 2 3730 HWY 45, COLUSA, CA, 95932 2000110 TYPICAL CANOPY SECTION 6 UP SPWR JS NB NB PV-300 S Y M D E S C R P O N D A T E F S T S U D O R P E M 5 2 0
OF SPLICE PER PLAN PURLIN PER PLAN FB-4a BOLT [TORQUE = 50FT-LB +/-5 FB-LB FOR WAXED BOLT] 1 1/2" T&B 1 1/2" 6" 1 1/2" 1 1/2" TYP. 1 1/4" TYP. 1 1/2" 1/2" TYP. @ PURLIN SPLICE PS-1 PURLIN SPLICE 6" CL PV PANEL PER PLAN 9" 2" 2" 5" 1 1/2" 1" PURLIN PER PLAN 1/2" 1/2" BL-1 BLOCKING FLANGE BL-1 BLOCKING TAB CL FB-4a BOLT PURLING BLOCKING 9" TYP. DP-1 DECK PANEL CB-1 CROSSBEAM PURLIN PURLIN FS-15 SCREW DPC-1 DECK PANEL CAP @ E.A. ENDS, SEE PV-101 FOR TYPE LOCATIONS DP-1 DECK PANEL CL SA-1 PURLIN ANGLE SEE #2 PV-411 DP-1 DECK PANEL FS-15 SCREW FIELD CUT PANEL AS REQURED @ END OF DP-1 DPC-1 DECK PANEL CAP PC-1 DECK PANEL COVER (2) FS-14 SCREWS @ JOIN OF PURLIN & PURLIN COVER, (T & B) E.O. PV PANEL E.O. PURLIN COLUMN/CROSSBEAM ± 1" 3" TYP. 1/2" TYP. 9" TYP. 9" TYP. 9" TYP. 1" TYP. TO B.O. PURLIN 1 PV-412 2 PV-412 PV-412 DF-1 DECK FLASHING @ TOP OF CROSSBEAM PER PV-005 FS-15 SCREW 4" 11" 4" 6" 1" 11" 6 1/2" (2) FB-4a BOLTS IN EACH LEG ON ANGLE (TORQUE = 50 FT-LB, +/-5 FT LB). HORIZONTAL LONG SLOTTED HOLE IN PURLIN (9/16" X 1/4") TYP. PROVIDE WASHER OVER SLOT. (L SA-1 TO P-1) (2) FB-4b BOLTS IN EACH LEG ON ANGLE (TORQUE 50 FT-LB, +/-5 FT LB) L=(CB-1 TO SA-1) PV PANEL PER SCHEDULE PURLIN PER SCHEDULE A 1 3/4" 1 3/4" 3/4 PV-411 CL CROSSBEAM SA-1 PURLIN STEEL ANGLE DPC-1 DECK PANEL END CAP PURLIN WEB DPC-1 DECK PANEL END CAP PC-1 PURLIN END CAP FS-15 SCREWS, 16" O.C. PURLIN DP-1 & DF OVER LAP, 6" MIN. PURLIN END INSIDE FACE OF PC-1 EDGE OF DECK PANEL END CAP END OF DECK PANEL EDGE OF DECK FLASHING DF-2 EDGE OF DECK PANEL DP-1 EDGE OF CROSSBEAM CB-1 DP-1 & DF OVER LAP, 6" MIN. EDGE OF DECK PANEL DP-1 EDGE OF DECK FLASHING DF-2 DF-1 DECK FLASHING FS-15 SCREW @ DECK PANEL, 9" O.C. 7/8 PV-411 MB-1 BOLT PER SCHEDULE T.O. CROSSBEAM CROSSBEAM END PURLIN PER SCHEDULE 8" TYP. 8" TYP. CL CL 4 PV-412 MIRROR ALIGN JAMB TRIM WITH EDGE OF CROSSBEAM SA-1 PURLIN CLIP ANGLE @ CROSSBEAM MB-1 BOLT PER SCHEDULE T.O. CROSSBEAM CROSSBEAM END 1" MAX CL CL 3'-0" MAX TYP. NOTE: ALL TAPER COPE LOCATIONS TO BE IN CONFORMANCE WITH AISC 360-16 J1.6 AND M2.2 R1/2 6 PV-411 PV-412 FS-15 SCREW (1) PER CONNECTION DPC-1 DECK PANEL END CAP MCELROY JAMB TRIM, CORJT FS-15 SCREW, HEX HEAD W/ WASHER -SELF DRILLER, W/ RUBBER GASKET, 20" O.C. DP-1 DECK PANEL 1/2" 1/2" CROSSBEAM MB-1 BOLT PER SCHEDULE PV PANEL PER PLAN 1/4" TYP. 1/2" TYP. FB-4a BOLT BL-1 BLOCKING 2'-5 1/8" TYP. SPACING BETWEEN UNITS PURLIN PER SCHEDULE CL CL CL CL 1 PV-411 PV-411 FS-15 SCREW (1) PER CONNECTION TYP. DP-1 DECK PAN 3" 1'-0" 1 SECTION: TYP. PURLIN SPLICE 3" 1'-0" 2 SECTION: TYP. JOINT @ PURLIN BLOCKING 0 1/2"1" PROJECT TITLE PROJECT ADDRESS SHEET TITLE ISSUED SET REVISIONS ORIGINAL SHEET SIZE 36" 48" SCALE DWG NO. DRAWN BY: CHECKED BY APPROVED BY COPYRIGHT SUNPOWER, 2020 Consulting Engineers KPFF Job PROJECT # THIS DRAWING AND ALL THE INFORMATION PROPERTY OF SUNPOWER, AUTHORIZED FOR S U N P O W E R P A T E N T E D S O L A R P A R K N G C A N O P I E S AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH SUNPOWER. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 102 WEST 38th STREET 7TH FLOOR NEW YORK, NY 10018 12114 3730 HWY 45, COLUSA, CA, 95932 COLUSA CASINO PHASE 2 3730 HWY 45, COLUSA, CA, 95932 2000110 PURLIN & DECKING FRAMING ASSEMBLY DETAILS SPWR JS NB NB PV-411 6 TYP. SECTION @ CROSSBEAM SCALE: 12" = 1'-0" 3 TYP. PLAN @ CROSSBEAM SCALE: 3" 1'-0" 4 TYP. PLAN @ PURLIN END CORNER OF CANOPY SCALE: 3" 1'-0" 7 TYP. SECTION @ DECKING SCALE: 3" = 1'-0" 8 TYP. SECTION @ PURLIN END SCALE: 3" 1'-0" 3" = 1'-0" 11 ELEVATION @ CROSSBEAM HIGH END 3" = 1'-0" 9 ELEVATION @ CROSSBEAM LOW END 3" = 1'-0" 10 ELEVATION @ CROSSBEAM MID 2 S Y M D E S C R P O N D A T E F S T S U D O R P E M 5 2 0
FS-15 SCREW HEX HEAD W/ WASHER -SELF DRILLER W/ RUBBER GASKET, 20" O.C. DPC-1 DECK PANEL END CAP, MCELROY -JAMB TRIM CORJT CROSSBEAM TOP FLANGE PURLIN FS-15 SCREW HEX HEAD W/ WASHER -SELF DRILLER W/ RUBBER GASKET SA-1 STEEL ANGLE @ CROSSBEAM FS-15 SCREW HEX HEAD W/ WASHER -SELF DRILLER, W/ RUBBER GASKET DP-1 DECK PANEL MCELROY -MINI RIB DP-1 DECK PANEL MCELROY -MINI RIB FS-15 SCREW HEX HEAD W/ WASHER -SELF DRILLER, W/ RUBBER GASKET FS-15 SCREW HEX HEAD W/ WASHER -SELF DRILLER, W/ RUBBER GASKET FS-14 1/4" ITW-BUILDEX GALV. SCREW 16" O.C. TYP. FIELD CUT PANEL AS REQUIRED @ END OF DP-1 PURLIN END FACE OF PC-1 PURLIN END CAP DP-1 DECK PANEL MCELROY -MINI RIB DPC-1 DECK PANEL END CAP, MCELROY -JAMB TRIM CORJT DECK TRIM END DECK PANEL END 5/8" 1" DP-1 DECK PANEL, MCELROY -MINI-RIB METAL FLASHING PER PV-005 CROSSBEAM EDGE 3/8" TYP. OVERLAP MIN-RIB DECKING BY TWO VALLEYS FOR TIGHT SEAL WITH FS-15 PER DECKING SPECIFICATIONS. ± 1" TYP1/2 TYP. 7/8" PV-300 B 10 9 8 7 6 5 4 3 2 1 10 9 8 7 6 15 14 13 12 11 20 19 18 17 16 A B C D D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 DPC-1 DECK PAN END CAP 5 M ER CUT REQU RED FOR CORNER O NT DPC-1 D CK PAN END CAP O V E R L A P 6 M N OVERLAP 6" MIN. NOTE: DECK SOFFIT IS NON-STRUCTURAL AND NOT INTENDED TO BE WATER PROFF OR SUPOORT STRUCTURAL LOADING. DO NOT PLACE CONSTRUCTION LOADS ON THE DECK. DF-1 D CK F ASH NG S E DETA L 5 V-4 1 OR MORE NFO D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 D P1 TYP. TYP. 11" 4" 4" 11" 11" 4" 4" 11" 11" 4" 4" 11" 11" 4" 4" 11" 11" 4" 4" 11" 01/2"1" PROJECT TITLE PROJECT ADDRESS SHEET TITLE ISSUED SET REVISIONS ORIGINAL SHEET SIZE 36" 48" SCALE DWG NO. DRAWN BY: CHECKED BY APPROVED BY COPYRIGHT SUNPOWER, 2020 Consulting Engineers KPFF Job PROJECT # THIS DRAWING AND ALL THE INFORMATION PROPERTY OF SUNPOWER, AUTHORIZED FOR S U N P O W E R P A T E N T E D S O L A R P A R K N G C A N O P I E S AND LIMITED TO THE SCOPE OF WORK CONTRACTED WITH SUNPOWER. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, 102 WEST 38th STREET 7TH FLOOR NEW YORK, NY 10018 12114 3730 HWY 45, COLUSA, CA, 95932 COLUSA CASINO PHASE 2 3730 HWY 45, COLUSA, CA, 95932 2000110 DECKING DETAILS & FRAMING PLAN SPWR JS NB NB PV-412 1 TYP. SECTION: DECK PANEL TRANSITION SCALE: 12" 1'-0" 2 TYP. SECTION @ JOIN BET. PURLIN & DECK PANEL SCALE: 12" = 1'-0" 3 TYP. SECTION @ PURLIN END SCALE: 12" = 1'-0" 4 TYP. SECTION @ PURLIN END SCALE: 12" = 1'-0" 3/16" = 1'-0" 5 DECKING LAYOUT PLAN -6x45 S Y M D E S C R P O N D A T E F S T S U D O R P E M 5 2 0 2

MATERIALSCHEDULE

FOUNDATION&SITEWORK

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLORDESCRIPTION/NOTES

-REINFORCINGBARSEEPV-030DRAWINGSSEEPV-001/PV-030SERIESDRAWINGS--

-CONCRETESEEPV-001DRAWINGSSEEPV-001DRAWINGS--

-NON-SHRINKGROUTSEEPV-001DRAWINGSSEEPV-001DRAWINGS--

STRUCTURALSTEEL

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLORDESCRIPTION/NOTES

BP-1BASEPLATE2"PL.A572GR.50SEE400SERIESDRAWINGSHOTDIPPEDGALVANIZEDN/ASEEDRAWINGS

PL-1COLUMNCAPPLATE13/4"PL.A572GR.50SEE400SERIESDRAWINGSHOTDIPPEDGALVANIZEDN/ASEEDRAWINGS

C-15&6UPCOLUMNA500HSS12X8X1 2SEE100&300SERIESDRAWINGSHOTDIPPEDGALVANIZEDN/ASEEDRAWINGS

C-27UPCOLUMNA500HSS12X10X1 2SEE100&300SERIESDRAWINGSHOTDIPPEDGALVANIZEDN/ASEEDRAWINGS

CB-15&6UPCROSSBEAMA992W14X43SEE100&300SERIESDRAWINGSHOTDIPPEDGALVANIZEDN/ASEEDRAWINGS

CB-27UPCROSSBEAMA992W14X61SEE100&300SERIESDRAWINGSHOTDIPPEDGALVANIZEDN/ASEEDRAWINGS

SA-1STEELMOUNTINGANGLE5/16"A572GR.50SPLICEPLATESEE400SERIESDRAWINGSHOTDIPPEDGALVANIZEDN/ASEEDRAWINGS

BOLT&FASTENERS

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLORDESCRIPTION/NOTES AB-14ANCHORRODHEAVYHEXNUT/STD.WASHER/HEAVYHEXJAMNUTF1554GR.10513/4"DIA.HOTDIPGALVANIZEDN/ASEEDRAWINGS

FB-10FIELDBOLTCOLUMNTOCROSSBEAMA325BOLT11/4"DIA.(PRE-TENSIONED)HOTDIPGALVANIZEDN/ASEEDRAWINGS

FB-4AFIELDBOLT/HEAVYHEXNUT/STD.WASHERA325BOLT1/2"ØHOTDIPGALVANIZEDN/ASEEDRAWINGS

FB-4BFIELDBOLT/HEAVYHEXNUT/STD.WASHERA325BOLT1/2"ØHOTDIPGALVANIZEDN/ASEEDRAWINGS

FB-6FIELDBOLT/HEAVYHEXNUT/STD.WASHERA325BOLT3/4"ØHOTDIPGALVANIZEDN/ASEEDRAWINGS

MB-1MOUNTINGBOLT-PURLINTOPVPANELGR.3041/4"ØX3/4"LONGHEXHEADBOLTW/SERRATEDFLANGEN/A

TEKSCREWFIELDSCREWPURLINTOPURLINCOVERSTEEL#12-14X7 8"LONG,TEK12

COLD-FORMEDSTEEL

N/ASEEDRAWINGS

CLIMEASEALN/ASEEDRAWINGS

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLORDESCRIPTION/NOTES

BL-1PURLINBLOCKING18GA.A653GR.559"H.X2"W.X1"(CEECHANNEL)GALVANIZEDG90N/ASEEPV-400DRAWINGS

PC-1PURLINENDCOVER5UPCANOPY18GA.A653GR.552-1/2"X12-1/8"X2-1/2"(CEECHANNEL)GALVANIZEDG90N/ASEEPV-400DRAWINGS

PC-2PURLINENDCOVER6UPCANOPY18GA.A653GR.552-1/2"X12-1/8"X2-1/2"(CEECHANNEL)GALVANIZEDG90N/ASEEPV-400DRAWINGS

PC-3PURLINENDCOVER7UPCANOPY18GA.A653GR.552-1/2"X12-1/8"X2-1/2"(CEECHANNEL)GALVANIZEDG90N/ASEEPV-400DRAWINGS

PS-1PURLINSPLICEPLATE5/16A572GR.50PLATE9"H.X6"L.X5/16"W.HOTDIPPEDGALVANIZEDN/ASEEDRAWINGS PS-2THERMALJOINTPURLINSPLICEPLATE5/16A572GR.50PLATE9"H.X63 4"L.X5/16"W.HOTDIPPEDGALVANIZEDN/ASEEDRAWINGS BR-2PURLINBRACEANGLE1/4"A572GR.363"H.X3"L.X1/4"W.HOTDIPPEDGALVANIZEDN/ASEEDRAWINGS
PV-005 ISSUED SET / REVISIONS SCALE DWGNO. DESCRIPTION SYM DATE DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEOFWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTSUNPOWERCORPORATION. THISWORKWASPREPAREDMEORUNDERMY OBSERVATION.

MATERIALSCHEDULE(CONTINUED)

COLD-FORMEDSTEEL

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLORDESCRIPTIONNOTES

P10A/P10B10PANELSTARTER14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P10C/P10D10PANELEND14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P17A/P17B7PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P18A/P18B8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P18C/P18D8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P20A/P20B10PANELEND14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P21A/P21B11PANELEND14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P22A/P22B12PANELSTARTER14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P27A/P27B7PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P27C/P27D7PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P28A/P28B8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P28C/P28D8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P28E/P28F8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P29A/P29B9PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P30A/P30B10PANELSTARTER14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P32A/P32B12PANELSTARTER14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P37A/P37B7PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P37C/P37D7PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P37E/P37F7PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P38A/P38B8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P38C/P38D8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P38E/P38F8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P38G/P38H8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P38I/P38J8PANELEND14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P39A/P39B9PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P39C/P39D9PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P40A/P40B10PANELSTARTER14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P42A/P42B12PANELSTARTER14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P46A/P46B6PANELEND14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P47A/P47B7PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P47C/P47D7PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P48A/P48B8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P48C/P48D8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P48E/P48F8PANELEND14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P49A/P49B9PANELEND14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P50A/P50B10PANELEND14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P52A/P52B13PANELSTART14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P57A/P57B7PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P58A/P58B8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P58C/P58D8PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P59A/P59B9PANELMIDDLE14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

P59C/P59D9PANELEND14GA.A653GR.5512"X4"X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

BL-1PURLINBLOCKING18GA.A653GR.559"H.X2"W.X1"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

PC-1PURLINENDCOVER5UPCANOPY18GA.A653GR.552-1/2"X12-1/8"X2-1/2"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

PC-2PURLINENDCOVER6UPCANOPY18GA.A653GR.552-1/2"X12-1/8"X2-1/2"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

PC-3PURLINENDCOVER7UPCANOPY18GA.A653GR.552-1/2"X12-1/8"X2-1/2"(CEECHANNEL)GALVANIZED-G90N/ASEEPV-400DRAWINGS

PV-006 ISSUED SET / REVISIONS SCALE DWGNO. DESCRIPTION SYM DATE DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEOFWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTSUNPOWERCORPORATION. THISWORKWASPREPAREDMEORUNDERMY OBSERVATION.

NOTE ILLUSTRATEDFRAMINGPVARRAYLAYOUTARE FORSUNPOWERSPR420E-20 ANYREVISIONTOEITHERTHEPVPANELOR SPECIFIEDPANELSPACINGWILLREQUIRE REVISIONSTOFRAMINGPVARRAYLAYOUTS.

NOTES

1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.

2.THISDESIGNASSUMESTHATTHESITEWILLBEPREPAREDBYTHEOWNERAS REQUIREDTOMEETALLTOLERANCESOFTHEPROPOSEDARRAY.

3.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYOTHERS.

4.THISISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHIS SHEETISFORREFERENCEONLY.FINALFOUNDATIONLOCATIONSARESUBJECTTO FIELDSURVEYANDVERIFICATIONSOFEXISTINGUTILITIES,BYOTHERS.

5.THISDESIGNASSUMESFOUNDATIONSINSTALLATIONBYOTHERS.GC/INSTALLER MUSTVERIFYTOPOFPIERELEVATIONTOBELEVEL.

6.GC/INSTALLERTOVERIFYTOPOFPIERHEIGHTISMINIMUM2'-0"ANDMAXIMUM4'-0" ABOVEGRADE.

5.0° 5.0° 5.0° 5.0° 5x139 5.0° 6x107 5.0° 140 139 6x46 5.0° 1 SCALE:NTS SITEPLAN:CANOPYLAYOUT ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE 100PARKAVE,FLORHAMPARK,NJ07932 WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILL UNDERMY N PV-010
SITEI,J,K,L SITEP,Q,R SITEM SITEA SITES 7 SITET PHASE1 PHASE1 PHASE2 PHASE2 PHASE2 PHASE2

NOTE ILLUSTRATEDFRAMINGPVARRAYLAYOUTARE FORSUNPOWERSPR420E-20 ANYREVISIONTOEITHERTHEPVPANELOR SPECIFIEDPANELSPACINGWILLREQUIRE REVISIONSTOFRAMINGPVARRAYLAYOUTS.

NOTES 1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.

2.THISDESIGNASSUMESTHATTHESITEWILLBEPREPAREDBYTHEOWNERAS REQUIREDTOMEETALLTOLERANCESOFTHEPROPOSEDARRAY.

3.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYOTHERS.

4.THISISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHIS SHEETISFORREFERENCEONLY.FINALFOUNDATIONLOCATIONSARESUBJECTTO FIELDSURVEYANDVERIFICATIONSOFEXISTINGUTILITIES,BYOTHERS.

5.THISDESIGNASSUMESFOUNDATIONSINSTALLATIONBYOTHERS.GC/INSTALLER MUSTVERIFYTOPOFPIERELEVATIONTOBELEVEL. 6.GC/INSTALLERTOVERIFYTOPOFPIERHEIGHTISMINIMUM2'-0"ANDMAXIMUM4'-0"

5.0° 5.0° 5x139 5.0° 6x107 5.0° 133 134 135 6x46 5.0° 1SCALE:NTS SITEPLAN:FOUNDATIONLAYOUT ISSUED SET / REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE 100PARKAVE,FLORHAMPARK,NJ07932 WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE SUPERVISIONANDCONSTRUCTIONWILLUNDERMY N PV-015
ABOVEGRADE. SITEI,J,K,L SITEP,Q,R SITEM SITEA PV-019 1 PV-016 1 PV-017 1 PV-018 1 SITES PV-020 1 SITET PV-020 1 7

2.THISDESIGNASSUMESTHATTHESITEWILLBEPREPAREDBYTHEOWNERAS REQUIREDTOMEETALLTOLERANCESOFTHEPROPOSEDARRAY.

3.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYOTHERS.

4.THISISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHIS SHEETISFORREFERENCEONLY.FINALFOUNDATIONLOCATIONSARESUBJECTTO FIELDSURVEYANDVERIFICATIONSOFEXISTINGUTILITIES,BYOTHERS.

5.THISDESIGNASSUMESFOUNDATIONSINSTALLATIONBYOTHERS.GC/INSTALLER MUSTVERIFYTOPOFPIERELEVATIONTOBELEVEL.

6.GC/INSTALLERTOVERIFYTOPOFPIERHEIGHTISMINIMUM2'-0"ANDMAXIMUM4'-0" ABOVEGRADE. SITET

BO X XX XXX X X X X X X X X X X X X X X X X X BO OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP BOBO BOBO SD WV SD PIV BO UGE UGE UGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGE UGE UGE UGE UGE UGE UGE UGEUGE UGE UGE UGE UGE UGE UGE UGEUGE UGE UGE UGE UGE UGE UGE UGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE W UGE UGE SD SD SD STOP STOP STOP STOP STOP NONOPARKING PARKING STOP W SD SD 7x51 5.0° OH G H S PV-303 1 A1 2 3 4 5 6 7 TYP. 6x54 5.0° LOW SIDE PV-302 8 A2 9 10 11 12 13 14 A2 6x61 5.0° HIGH SIDE 1 5.0°A6 A6 37 38 39 40 41 36 35 34 7x53 5.0° LOW SIDE PV-3031 A3 A3 16 17 18 19 20 21 15 7x60 5.0° HIGH SIDE PV-303 A5 A5 A7 A7 29 30 31 32 33 28 27 267x60 5.0° HIGH SIDE PV-3031 A5 A5 A7 A7 29 30 31 32 33 28 48 49 47 27 46 26 45 44 43 42 6x30 5.0° LOW SIDE SIDE PV-3021 5.0°A4 A4 24 25 23 22 1SCALE:1/16"=1'-0" SITEA:FOUNDATIONLAYOUT ISSUED SET / REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE 100PARKAVE,FLORHAMPARK,NJ07932 WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE SUPERVISIONANDCONSTRUCTIONWILLUNDERMY N PV-016 2SCALE:N.T.S SITEKEYPLAN SITEI,J,K,L SITEP,Q,R SITEA SITEM NOTE
NOTES
ILLUSTRATEDFRAMINGPVARRAYLAYOUTARE FORSUNPOWERSPR420E-20 ANYREVISIONTOEITHERTHEPVPANELOR SPECIFIEDPANELSPACINGWILLREQUIRE REVISIONSTOFRAMINGPVARRAYLAYOUTS.
1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.

OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP

2.THISDESIGNASSUMESTHATTHESITEWILLBEPREPAREDBYTHEOWNERAS REQUIREDTOMEETALLTOLERANCESOFTHEPROPOSEDARRAY.

3.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYOTHERS.

4.THISISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHIS SHEETISFORREFERENCEONLY.FINALFOUNDATIONLOCATIONSARESUBJECTTO FIELDSURVEYANDVERIFICATIONSOFEXISTINGUTILITIES,BYOTHERS.

5.THISDESIGNASSUMESFOUNDATIONSINSTALLATIONBYOTHERS.GC/INSTALLER MUSTVERIFYTOPOFPIERELEVATIONTOBELEVEL.

6.GC/INSTALLERTOVERIFYTOPOFPIERHEIGHTISMINIMUM2'-0"ANDMAXIMUM4'-0" ABOVEGRADE. SITET

X X XXXXX X X X X X X X X OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
XXXXXXXX
SD WM WV PIV PIVPIVPIV UGE UGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE 6x97 5.0° LOWSIDE HIGHSIDE PV-302 P P 7475 TYP.76777879808182838485 LOWSIDE HIGHSIDE 116117118119120121122123124125126127128129130 R 5.0° 112114115 113 LOW SIDE HIGH SIDE M2 5.0° 76 77 78 79 80 5.0° LOWSIDE HIGHSIDE Q 9899100101102103104105106 899394959697 909192 LOW SIDE HIGH SIDE 5.0° M1 58 STOP UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGE UGE PIV XX OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHP E BO UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGE STOP STOP 6x197 5.0° PV-302 R TYP. 107108109110111 5.0° 7x157 PV-303 Q TYP. 868788 S 1SCALE:1/16"=1'-0" SITEP,Q,R:FOUNDATIONLAYOUT ISSUED SET / REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE 100PARKAVE,FLORHAMPARK,NJ07932 WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE SUPERVISIONANDCONSTRUCTIONWILLUNDERMY N PV-018 2SCALE:N.T.S SITEKEYPLAN SITEI,J,K,L SITEP,Q,R SITEA SITEM MATCH LINE MATCH LINE NOTE
ANYREVISIONTOEITHERTHEPVPANELOR
NOTES
ILLUSTRATEDFRAMINGPVARRAYLAYOUTARE FORSUNPOWERSPR420E-20
SPECIFIEDPANELSPACINGWILLREQUIRE REVISIONSTOFRAMINGPVARRAYLAYOUTS.
1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.

2.THISDESIGNASSUMESTHATTHESITEWILLBEPREPAREDBYTHEOWNERAS REQUIREDTOMEETALLTOLERANCESOFTHEPROPOSEDARRAY.

3.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYOTHERS.

4.THISISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHIS SHEETISFORREFERENCEONLY.FINALFOUNDATIONLOCATIONSARESUBJECTTO FIELDSURVEYANDVERIFICATIONSOFEXISTINGUTILITIES,BYOTHERS.

5.THISDESIGNASSUMESFOUNDATIONSINSTALLATIONBYOTHERS.GC/INSTALLER MUSTVERIFYTOPOFPIERELEVATIONTOBELEVEL.

BOBOBOBOBOBOBOBOBO BO BO BOBOBOBOBOBOBOBO BO BOBO BO BO BO BO BO BO BO BO BO BO BO BO PIV BO UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTUGTUGTUGT UGE UGE UGE UGE UGE UGEUGE UGE UGE UGE UGE UGEUGE UGE UGE UGEUGEUGE UGEUGEUGE UGE UGE UGE UGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE GRND GRND BO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD WV WV STOP UGE UGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGE UGE UGE SD SD W UGE UGE UGE UGE UGE UGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE 6x87 5.0° HIGH SIDE PV-3021 L 198 199 L TYP. 197 196 195 188 189 190 191 192 193 194 6x107 5.0° HIGH SIDE PV-302 J 172 173 174 175 J 171 170 169 162 163 164 165 166 168 167 6x114 5.0° LOW SIDE PV-302 I 157 158 159 160 161 I 5.0° 156 155 154 147 148 149 150 151 152 153 6x87 5.0° HIGH SIDE PV-3021 K 179 180 181 182 183 184 185 186 K TYP. 178 177 176 187 1SCALE:N.T.S SITEI,J,K,L:FOUNDATIONLAYOUT ISSUED SET / REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE 100PARKAVE,FLORHAMPARK,NJ07932 WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE SUPERVISIONANDCONSTRUCTIONWILLUNDERMY N PV-019 2SCALE:N.T.S SITEKEYPLAN SITEI,J,K,L SITEP,Q,R SITEA SITEM NOTE ILLUSTRATEDFRAMINGPVARRAYLAYOUTARE FORSUNPOWERSPR420E-20 ANYREVISIONTOEITHERTHEPVPANELOR SPECIFIEDPANELSPACINGWILLREQUIRE REVISIONSTOFRAMINGPVARRAYLAYOUTS. NOTES 1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.
6.GC/INSTALLERTOVERIFYTOPOFPIERHEIGHTISMINIMUM2'-0"ANDMAXIMUM4'-0" ABOVEGRADE. SITET 7 7 7 7

NOTES:

CONCRETEPIERDETAIL(BELOWGRADE)TYP.ATCANOPYM2

GEOTECHNICALENGINEEROFRECORD SHALLOBSERVEEACHFOUNDATION EXCAVATIONTODETERMINEDEPTHOFFILL MATERIALANDMINIMUMFOUNDATION DEPTHSHALLBESELECTEDACCORDINGLY FROMTHENOTEDDIMENSIONS GROUNDINGASREQUIREDBYOTHERS ADDITIONALGROUNDINGATPOWER COLUMNASREQUIREDBYOTHERS SEEELECTRICALDRAWINGSFORDETAILS OFGROUNDING,ELECTRICALCONDUITS& TRENCHLOCATIONS IFADVERSESOILCONDITIONSARE ENCOUNTERED,ASOILSINVESTIGATION REPORTMAYBEREQUIRED.

NOTES: GEOTECHNICALENGINEEROFRECORD SHALLOBSERVEEACHFOUNDATION EXCAVATIONTODETERMINEDEPTHOFFILL MATERIALANDMINIMUMFOUNDATION DEPTHSHALLBESELECTEDACCORDINGLY FROMTHENOTEDDIMENSIONS GROUNDINGASREQUIREDBYOTHERS · ADDITIONALGROUNDINGATPOWER COLUMNASREQUIREDBYOTHERS SEEELECTRICALDRAWINGSFORDETAILS OFGROUNDING,ELECTRICALCONDUITS& TRENCHLOCATIONS IFADVERSESOILCONDITIONSARE ENCOUNTERED,ASOILSINVESTIGATION REPORTMAYBEREQUIRED.

CONCRETEPIERDETAIL(ABOVEGRADE)TYP.AT6&7UPCANOPIES

FOUNDATION DIAMETER = 30" VERTICALREBARPER2/PV-031 3" CLEAR PIERCL (4)ANCHORBOLTS PERPV-005 5,000PSI AIR-ENTRAINED CONCRETEPIER FLOWABLEFILL PIER HEIGHT VAIRES ANCHORBOLTS PERPV-005 (12)#8VERTICALREBAR STRUCTURALSTEELABOVE #4SPIRALREBAR@2"PITCH ATTOP3TURNSTHEN3" PITCHOVERLENGTHOF ANCHORRODS&BOTTOM(3) 1 PV-031 T.O.PAVING ELEV.VARIES T.O.PIER T.O.FOUNDATION TYP. B.O.FOUNDATION 3" CLEAR, MIN., 24" CLEAR, MAX. PIERCL PIERCL #4SPIRALREBARCAGE
1 2 " CLEAR
WITH9"PITCH
3'-0" A.B. EMBEDMENT DEPTH SPIRALREBARPER2/PV-031
SCALE:1"=1'-0"
1 SCALE:1"=1'-0" TYP.PLAN:FOUNDATION ELECTRICALCONDUITS-SEEELECTRICALDRAWINGSFORDETAILS ELEV.VARIES 8" MIN. NOTE SEEPV-401FORACTUALANCHORRODHOLEPATTERN 2/3 PV-031 4 PV-031 MIN. FOUNDATION DEPTH = PER 5/PV-031 COLDJOINTTOBECLEAN& LEFTROUGH 3" MIN. CLEAR NO LAPS ACCROSS JOINT 8000PSIGROUTPERGSN,2"MAX NOTE: COLDJOINTTOBEUSEDAT CONTRACTOR'SDISCRETION WHERENECESSARY 10" THREAD ANCHORBOLTSPERPV-005 HOTDIPGALVANIZED JAMNUT (2)HOTDIPGALVANIZED HEAVYHEXNUTS ANCHOR BOLT LENGTH = 4'-0" NOTE GRINDTHREAD ASREQ'DTOPREVENT MOVEMENTOFNUT 10" THREAD TYP.ELEVATION 4 SCALE:3"=1'-0" DETAIL-TYPANCHORROD HOTDIPGALVANIZED STANDARDSTRUCTURALWASHER,TYP. HOTDIPGALVANIZED HEAVYHEXNUT HOTDIPGALVANIZED STANDARDSTRUCTURALWASHER,TYP. 5,000PSI AIR-ENTRAINED CONCRETEPIER FLOWABLE CONCRETECAP ANCHORBOLTS
STRUCTURALSTEELABOVE #4SPIRALREBAR@2"PITCH ATTOP3TURNSTHEN3" PITCHOVERLENGTHOF ANCHORRODS&BOTTOM(3) 1 PV-031 T.O.PAVING ELEV.VARIES TYP. B.O.FOUNDATION 3" CLEAR, MIN., 12" CLEAR, MAX. PIERCL #4SPIRALREBARCAGE WITH6"PITCH 1 1 " CLEAR 3'-0" A.B. EMBEDMENT DEPTH 3 SCALE:1"=1'-0"
2
PERPV-005 (12)#8VERTICALREBAR
4 PV-031 COLDJOINTTOBECLEAN& LEFTROUGH 3" MIN. CLEAR NO LAPS ACCROSS JOINT NOTE: COLDJOINTTOBEUSEDAT CONTRACTOR'SDISCRETION WHERENECESSARY 24" MAX 8000PSIGROUTPERGSN,2"MAX MIN. FOUNDATION DEPTH = PER 5/PV-031
A1 2'-6" 15'-0" A2 2'-6" 14'-0" A3 2'-6" 15'-0" A4 2'-6" 14'-0" A5 2'-6" 15'-0" A6 2'-6" 14'-0" A7 2'-6" 15'-0" M1 2'-6" 14'-0" M2 2'-6" 13'-0" S 2'-6" 14'-0" T 2'-6" 15'-0" 5 SCALE:NTS PIERSCHEDULE CANOPY PIERDIAMETER EMBEDMENTDEPTH 2'-6" 14'-0" J 2'-6" 14'-0" K 2'-6" 14'-0" L 2'-6" 14'-0" P 2'-6" 14'-0" Q 2'-6" 15'-0" R 2'-6" 14'-0" BALBOAPHASE1 BALBOAPHASE2 PV-031 TYPICAL DRILLED PIER FOUNDATIONS ISSUED SET REVISIONS SCALE DWGNO. DESCRIPTION SYM DATE DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT12065 CONTAINEDHEREINISTHEINTELLECTUALPROPERTY SUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEOFWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENT SUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLBEUNDERMY
SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM LOWSIDE HIGHSIDE 27'-0"BAY 5'-37 CANTILEVER 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 28'-6"BAY 12'-3 CANTILEVER PVPANELSENDTOEND=208'-11 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. 3'-10 3'-28 2'-5 4'-7 5'-3 PURLINSPLICE PS-1 6'-03 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. 1 PV-303 34'-91PURLINP10A/P10B 34'-91PURLINP10C/P10D 27'-81PURLINP18A/P18B 27'-8"PURLINP18C/P18D 27'-81PURLINP18A/P18B 27'-8"PURLINP18C/P18D 27'-81PURLINP18C/P18D BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 A7A5 A5A7 5.0° PURLIN (PAIR-1) A B PURLINTOPURLIN COVER CONNECTION 7/PV-411 PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B PURLIN (PAIR-7) A B TYP. 29 30 3132 33 28 48 49 47 27 46 26 4445 43 42 SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM LOWSIDE HIGHSIDE 27'-0"BAY 12'-38 CANTILEVER 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 28'-6"BAY 8'-108 CANTILEVER PVPANELSENDTOEND=211'-7 EQ.EQ.EQ.EQ.EQ.EQ. 2'-53 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 3'-21 3'-108 4'-71 5'-3 2'-6 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 1 PV-302 34'-9PURLINP10C/P10D 27'-8PURLINP18A/P18B 27'-88PURLINP18C/P18D 27'-8PURLINP18A/P18B 27'-81PURLINP18A/P18B 41'-83PURLINP12A/P12B 24'-25PURLINP17A/P17B A6 5.0° PURLIN (PAIR-1) A B PURLINTOPURLIN COVER CONNECTION 7/PV-411 PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B TYP. A6 37 38 39 40 41 36 3435 ISSUED SET / REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE 100PARKAVE,FLORHAMPARK,NJ07932 WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE THISWORKWASPREPAREDBYMEUNDERMY OBSERVATION. PV-103
1SCALE:1/8"=1'-0" (7x60)FRAMINGLAYOUT CANOPY:A5&A7 2SCALE:1/8"=1'-0" (6x61)FRAMINGLAYOUT CANOPY:A6
SITEA(1)

133134135136137138139

140141

SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM 27'-0"BAY 12'-28 CANTILEVER 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY PVPANELSENDTOEND=370'-11 EQ.EQ.EQ. 2'-5 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 3'-28 3'-105 4'-74 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 5'-33 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 6'-02 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 3'-3 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ. BL-1 BL-1 4'-02 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 1 PV-302 THERMALJOINT PS-2 41'-8PURLINP52A/P52B 24'-28PURLINP57A/P57B 27'-81PURLINP58A/P58B 27'-8PURLINP58C/P58D 27'-81PURLINP58A/P58B 27'-8"PURLINP58A/P58B 27'-81PURLINP58A/P58B 27'-88PURLINP58A/P58B 27'-8 S PURLIN (PAIR-1) A B PURLINTOPURLIN COVER CONNECTION 7/PV-411 PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B TYP.
SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM LOWSIDE HIGHSIDE 29'-8"BAY 24'-4"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 7'-8 CANTILEVER EQ.EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 4'-9" 4'-01 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 5'-51 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 3'-6 3'-51 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 31'-3PURLINP59A/P59B PURLINP58A/P58B 27'-8"PURLINP58C/P58D 27'-81PURLINP58C/P58D 27'-8"PURLINP58C/P58D 24'-3PURLINP57C/P57D S 5.0° 141 142143144145146 LOWSIDE HIGHSIDE 12'-27 CANTILEVER 11'-32 CANTILEVER PVPANELSENDTOEND173'-68 2'-11" BL-1 BL-1 4'-1 5'-33 9'-4 1 PV-302 SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM 30'-0"BAY EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 PURLINSPLICE PS-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 30'-0"BAY EQ.EQ.EQ. 30'-0"BAY EQ.EQ.EQ. 27'-0"BAY EQ.EQ.EQ. 33'-0"BAY EQ. EQ.EQ. 45'-28PURLINP52A/P52B 31'-13PURLINP59A/P59B 31'-13PURLINP59A/P59B 31'-1PURLINP59A/P59B 34'-91PURLINP50A/P50B T T 5.0° PURLIN (PAIR-1) A B PURLINTOPURLIN COVER CONNECTION 7/PV-411 PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B TYP. 200 201 202 203204 205 PURLIN (PAIR-7) A B ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 CONTAINEDHEREINTHEINTELLECTUALPROPERTY OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLUNDERMY PV-105
1SCALE:1/8"=1'-0" (6X107)FRAMINGLAYOUT CANOPY:S MATCH LINE MATCH LINE 2SCALE:1/8"=1'-0" (7X50)FRAMINGLAYOUT CANOPY:T 7 7
SITES&T(5)
SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 30'-0"BAY 30'-0"BAY 30'-0"BAY 30'-0"BAY 30'-0"BAY 30'-0"BAY PVPANELSENDTOEND=336'-45 5'-37 CANTILEVER 6'-42 4'-11 5'-32 6'-5" 4'-21 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 1 PV-302 THERMALJOINT PS-2 41'-8PURLINP32A/P32B 27'-81PURLINP38A/P38B 27'-81PURLINP38A/P38B 31'-1PURLINP39A/P39B 31'-1PURLINP39A/P39B 31'-1PURLINP39C/P39D BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 P PURLINTOPURLIN COVER CONNECTION 7/PV-411 PURLIN (PAIR-1) A B PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B TYP. 75 74 76 77 78 79 SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM LOWSIDE HIGHSIDE 30'-0"BAY 30'-0"BAY 30'-0"BAY 30'-0"BAY 30'-0"BAY 23'-0"BAY 7'-113 CANTILEVER PVPANELSENDTOEND=336'-4 4'-28 5'-48 6'-63 4'-38 5'-5 3'-2 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 THERMALJOINT PS-2 31'-1PURLINP39A/P39B 27'-10PURLINP38I/P38J PURLINP38A/P38B 27'-84PURLINP38C/P38D 27'-8PURLINP38A/P38B 31'-13PURLINP39C/P39D 31'-14PURLINP39A/P39B EQ.EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ. EQ. BL-1 BL-1 P 5.0° 79 80 81 82 83 8485 ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 CONTAINEDHEREINTHEINTELLECTUALPROPERTY OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLUNDERMY PV-107 1SCALE:1/8"=1'-0" (6X97)FRAMINGLAYOUT CANOPY:P
MATCH LINE MATCH LINE
SITEPQR(3)

SITEPQR(3)

SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM 27'-0"BAY 3'-2 CANTILEVER 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY PVPANELSENDTOEND=544'-3 BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 PURLINSPLICE PS-1 4'-7 PURLINSPLICE PS-1 5'-3 PURLINSPLICE PS-1 6'-0 PURLINSPLICE PS-1 3'-33 PURLINSPLICE PS-1 PURLINSPLICE PS-1 4'-85 4'-04 5'-5 PURLINSPLICE PS-1 6'-21 PURLINSPLICE PS-1 3'-51 1 PV-303 34'-9PURLINP30A/P30B 24'-28PURLINP37A/P37B 24'-28PURLINP37C/P37D 27'-84PURLINP38A/P38B 27'-81PURLINP38C/P38D 27'-84PURLINP38C/P38D 27'-8"PURLINP38E/P38F 27'-8PURLINP38E/P38F 27'-8PURLINP38A/P38B 27'-81PURLINP38A/P38B THERMALJOINT PS-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 Q PURLIN (PAIR-1) A B PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B PURLIN (PAIR-7) A B PURLINTOPURLIN COVER CONNECTION 7/PV-411 TYP. 95 9394 86 87 88 89 9192 90 ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 CONTAINEDHEREINTHEINTELLECTUALPROPERTY OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLUNDERMY PV-108 1SCALE:1/8"=1'-0" (7X157)FRAMINGLAYOUT CANOPY:Q
MATCH LINE
SA-1 C-2 SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM LOWSIDE HIGHSIDE 27'-0"BAY 27'-0"BAY 26'-0"BAY 2'-08 CANTILEVER PURLINSPLICE PS-1 5'-83 PURLINSPLICE PS-1 6'-54 PURLINSPLICE PS-1 3'-8 BR-2 BR-2 24'-28PURLINP37C/P37D 24'-4PURLINP37E/P37F 27'-8"PURLINP38E/P38F BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 Q 5.0° 104105106 SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM SA-1 C-2 CB-2 CROSSBEAM 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY PVPANELSENDTOEND=544'-3 PURLINSPLICE PS-1 3'-5 PURLINSPLICE PS-1 PURLINSPLICE PS-1 4'-103 4'-1 PURLINSPLICE PS-1 5'-6 PURLINSPLICE PS-1 6'-31 3'-6 PURLINSPLICE PS-1 PURLINSPLICE PS-1 5'-0 4'-31 PURLINSPLICE PS-1 5'-8 PURLINSPLICE PS-1 6'-5 PURLINP37C/P37D 24'-25PURLINP37A/P37B 24'-25PURLINP37C/P37D 27'-81PURLINP38A/P38B 27'-84PURLINP38A/P38B 27'-8PURLINP38C/P38D 27'-8PURLINP38G/P38H 27'-8PURLINP38E/P38F 27'-84PURLINP38C/P38D 27'-81PURLINP38G/P38H 27'-81PURLINP38E/P38F THERMALJOINT PS-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 BL-1 BL-1 EQ.EQ. BL-1 BL-1 BL-1 99100101102103104 9798 96 95 ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 CONTAINEDHEREINTHEINTELLECTUALPROPERTY OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLUNDERMY PV-109 1SCALE:1/8"=1'-0" (7X157)FRAMINGLAYOUT(CONTINUED) CANOPY:Q
MATCH LINE MATCH LINE MATCH LINE
SITEPQR(3)
SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM 27'-0"BAY 5'-3 CANTILEVER 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 2'-53 3'-28 3'-105 4'-74 5'-31 6'-0 3'-3 4'-08 4'-9" PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 1 PV-302 THERMALJOINT PS-2 34'-9PURLINP30A/P30B 24'-28PURLINP37A/P37B 27'-81PURLINP38A/P38B 27'-84PURLINP38E/P38F 27'-84PURLINP38C/P38D 27'-8"PURLINP38A/P38B 27'-84PURLINP38C/P38D 27'-8"PURLINP38C/P38D 27'-81PURLINP38E/P38F 27'-84PURLINP38E/P38F EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ. BL-1 BL-1 BL-1 BL-1 R PURLINTOPURLIN COVER CONNECTION 7/PV-411 PURLIN (PAIR-1) A B PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B TYP. 114115116107108109110111112113 SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY PVPANELSENDTOEND631'-1 4'-9" 5'-5 6'-21 3'-51 4'-12 4'-103 5'-74 6'-37 3'-7" 4'-32 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 THERMALJOINT PS-2 24'-2PURLINP37A/P37B 24'-28PURLINP37C/P37D PURLINP38E/P38F 27'-8PURLINP38E/P38F 27'-8PURLINP38A/P38B 27'-81PURLINP38A/P38B 27'-8"PURLINP38A/P38B 27'-84PURLINP38C/P38D 27'-8PURLINP38G/P38H 27'-81PURLINP38E/P38F 27'-8"PURLINP38C/P38D EQ. BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ. BL-1 BL-1 BL-1 BL-1 116117118119120121122123124125 SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM LOWSIDE HIGHSIDE 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 4'-71 CANTILEVER 4'-31 5'-0 5'-91 6'-58 3'-8 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 THERMALJOINT PS-2 24'-25PURLINP37C/P37D "PURLINP38E/P38F 27'-84PURLINP38C/P38D 27'-81PURLINP38G/P38H 27'-81PURLINP38E/P38F 27'-8PURLINP38G/P38H EQ. BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 R 5.0° 125126127128129130 ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 CONTAINEDHEREINTHEINTELLECTUALPROPERTY OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLUNDERMY PV-110
1SCALE:1/8"=1'-0" (6X197)FRAMINGLAYOUT CANOPY:R MATCH LINE MATCH LINE MATCH LINE MATCH LINE 7
SITEPQR(3)

SITEIJKL(4)

147148149150151152153

154155

SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM 27'-0"BAY 12'-27 CANTILEVER 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY PVPANELSENDTOEND=395'-3 2'-53 3'-21 3'-108 4'-71 5'-34 6'-01 3'-33 4'-01 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 1 PV-302 THERMALJOINT PS-2 41'-81PURLINP42A/P42B 24'-2PURLINP47A/P47B 27'-8PURLINP48A/P48B 27'-84PURLINP48C/P48D 27'-8PURLINP48A/P48B 27'-8PURLINP48A/P48B 27'-8PURLINP48A/P48B 27'-81PURLINP48A/P48B 27'-8PURLINP48C/P48D EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ. BL-1 BL-1 BL-1 BL-1 I PURLIN (PAIR-1) A B PURLINTOPURLIN COVER CONNECTION 7/PV-411 PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B TYP. TYP.
SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM LOWSIDE HIGHSIDE 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 4'-118 CANTILEVER 4'-9 4'-01 5'-52 2'-81 3'-5 4'-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 27'-10PURLINP48E/P48F 24'-25"PURLINP47C/P47D PURLINP48A/P48B 27'-8PURLINP48C/P48D 27'-8PURLINP48C/P48D 27'-84PURLINP48C/P48D 27'-81PURLINP48C/P48D EQ.EQ. BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 I 5.0° 155156157158159160161 ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 CONTAINEDHEREINTHEINTELLECTUALPROPERTY OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLUNDERMY PV-111 1SCALE:1/8"=1'-0" (6X114)FRAMINGLAYOUT CANOPY:
MATCH LINE MATCH LINE

171172173174175

SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM 27'-0"BAY 12'-28 CANTILEVER 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 28'-0"BAY 26'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY PVPANELSENDTOEND=370'-11" 2'-58 3'-2 3'-10 4'-74 5'-3 5'-0 3'-3 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 1 PV-302 THERMALJOINT PS-2 4'-98 4'-0 PURLINSPLICE PS-1 PURLINSPLICE PS-1 41'-8"PURLINP42A/P42B 24'-25PURLINP47A/P47B 27'-84PURLINP48A/P48B 27'-81PURLINP48C/P48D 27'-84PURLINP48A/P48B 27'-8PURLINP48A/P48B 27'-84PURLINP48A/P48B 27'-8"PURLINP48A/P48B 27'-84PURLINP48C/P48D 27'-8PURLINP48C/P48D EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ. BL-1 BL-1 BL-1 BL-1 J PURLIN (PAIR-1) A B PURLINTOPURLIN COVER CONNECTION 7/PV-411 PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B TYP.
169170171
SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM LOWSIDE HIGHSIDE 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 7'-88 CANTILEVER 4'-91 5'-52 6'-21 3'-58 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 31'-34PURLINP49A/P49B 27'-81PURLINP48C/P48D 27'-84PURLINP48C/P48D 27'-81PURLINP48C/P48D 24'-38PURLINP47C/P47D EQ.EQ. BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 J 5.0°
162163164165166167168
ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 CONTAINEDHEREINTHEINTELLECTUALPROPERTY OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLUNDERMY PV-112 1SCALE:1/8"=1'-0" (6X107)FRAMINGLAYOUT CANOPY:J
MATCH LINE MATCH LINE 7 7
SITEIJKL(4)

196197198199

SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM 27'-0"BAY 5'-37 CANTILEVER 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 27'-0"BAY 28'-74BAY PVPANELSENDTOEND=301'-81 EQ.EQ.EQ. 2'-58 BL-1 BL-1 BL-1 BL-1 3'-28 3'-105 4'-74 5'-33 6'-02 3'-33 4'-0 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 1 PV-302 THERMALJOINT PS-2 34'-9PURLINP40A/P40B 27'-81PURLINP48A/P48B 27'-84PURLINP48A/P48B 27'-8PURLINP48C/P48D 27'-81PURLINP48A/P48B 27'-8"PURLINP48A/P48B 27'-81PURLINP48A/P48B 24'-28PURLINP47A/P47B 27'-81PURLINP48A/P48B EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ. BL-1 BL-1 L PURLIN (PAIR-1) A B PURLINTOPURLIN COVER CONNECTION 7/PV-411 PURLIN (PAIR-2) A B PURLIN (PAIR-3) A B PURLIN (PAIR-4) A B PURLIN (PAIR-5) A B PURLIN (PAIR-6) A B TYP. 195196 188189190191 192193194 SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM SA-1 C-1 CB-1 CROSSBEAM LOWSIDE HIGHSIDE 27'-0"BAY 28'-71BAY 27'-0"BAY 16'-0"BAY 8'-9 CANTILEVER 4'-02 3'-2 EQ.EQ. BL-1 BL-1 3'-108 PURLINSPLICE PS-1 PURLINSPLICE PS-1 PURLINSPLICE PS-1 27'-81PURLINP48A/P48B 20'-11"PURLINP46A/P46B 27'-84PURLINP48A/P48B 27'-8PURLINP48C/P48D EQ.EQ. BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 BL-1 BL-1 L 5.0°
ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 CONTAINEDHEREINTHEINTELLECTUALPROPERTY OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEWORKCONTRACTED NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLUNDERMY PV-114 1SCALE:1/8"=1'-0" (6X87)FRAMINGLAYOUT CANOPY:L SITEIJKL(4) MATCH LINE MATCH LINE 7 7
C-1 COLUMN EXISTING GRADE ANCHORRODS PERPV-031 REINFORCEDCONCRETE FOUNDATION 19'-4" (HEIGHT MAY VARY BASED ON SITE TOPOGRAPHY) 14'-0" MINIMUM CLEARANCE 4 PV-401 B.O. BP-1 TO T.O. CP-1 = 16'-4 4 1 PV-401 TYP. CB-1 CROSSBEAM DECKPANELENDTOEND=34'-07 LIGHTINGFIXTURE BYOTHERS 3 PV-411 2 PV-401 1 PV-411 2 PV-411 PURLIN BL-1 BLOCKING SA-1 STEELANGLE CL 5.0DEG.SLOPE PANEL1 PANEL2 PANEL3 PANEL4 3/8",TYP. PANEL5 6 PV-411 6 PV-401 1'-0" MAX CL NOTE SEEELECTRICALDRAWINGSFOR LOCATIONS&DETAILSOFINVERTER ANDORELECTRICALEQUIP. 8'-2" ADA MINIMUM CLEARANCE 1 SCALE:3/4"1'-0" TYPICALCANOPYSECTION:(5)PANELUPCANOPY PV-301 NOTE ILLUSTRATEDFRAMINGPVARRAYLAYOUTARE FORSUNPOWERMODULESP-E20-420-COM ANYREVISIONTOEITHERTHEPVPANELOR SPECIFIEDPANELSPACINGWILLREQUIRE REVISIONSTOFRAMINGPVARRAYLAYOUTS. TYPICAL CANOPY SECTION5 PANEL LAYOUT ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE 100PARKAVE,FLORHAMPARK,NJ07932 WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE SUPERVISIONANDCONSTRUCTIONWILL UNDERMY
1'-6" MIN. 4'-0" MAX. C-1 COLUMN EXISTING GRADE ANCHORRODS PERPV-031 REINFORCEDCONCRETE FOUNDATION 19'-10 (HEIGHT MAY VARY BASED ON SITE TOPOGRAPHY) 5 PV-401 1 PV-401 TYP. CL PURLIN BL-1 BLOCKING SA-1 STEELANGLE PVMODULE CB-1 CROSSBEAM LIGHTINGFIXTURE BYOTHERS UNIT1 PVPANELENDTOEND=40'-1058 UNIT2 UNIT3 UNIT4 UNIT5 UNIT6 3/8"TYP. 1 PV-411 2 PV-401 3 PV-411 5.0DEG.SLOPE 14'-0" MIN. CLEARANCE C L B.O. BP-1 TO T.O. CP-1 = 13'-71 4 6 PV-411 6 PV-401 2 PV-411 NOTE SEEELECTRICALDRAWINGSFOR LOCATIONS&DETAILSOFINVERTER ANDORELECTRICALEQUIP. 8'-2" ADA MINIMUM CLEARANCE 1 SCALE:3/4"1'-0" TYPICALCANOPYSECTION:(6)PANELUPCANOPY PV-302 NOTE ILLUSTRATEDFRAMINGPVARRAYLAYOUTARE FORSUNPOWERMODULESP-E20-420-COM ANYREVISIONTOEITHERTHEPVPANELOR SPECIFIEDPANELSPACINGWILLREQUIRE REVISIONSTOFRAMINGPVARRAYLAYOUTS. TYPICAL CANOPY SECTION6 PANEL LAYOUT ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE 100PARKAVE,FLORHAMPARK,NJ07932 WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE SUPERVISIONANDCONSTRUCTIONWILL UNDERMY
1'-6" MIN. 4'-0" MAX. PVPANELENDTOEND=47'-858 PANEL1 PANEL2 PANEL3 PANEL4 PANEL5 PANEL6 3/8",TYP. PANEL7 ANCHORBOLTS PERPV-005 CONCRETECAISSON EXISTINGGRADE C-2COLUMN PERPV-005 1 PV-401 TYP. CL 2 PV-401 6 PV-411 2 PV-411 1 PV-411 20'-11" (HEIGHT MAY VARY BASED ON SITE TOPOGRAPHY) 14'-0" MINIMUM CLEARANCE CL B.O. BP-1 TO T.O. CP-1 = 14'-0 3 8
5 PV-401 6 PV-401 3 PV-411 7 PV-401 BR-2PURLINBRACING PURLIN BL-1 BLOCKING SA-1 STEELANGLE CB-2 CROSSBEAM LIGHTINGFIXTURE BYOTHERS NOTE SEEELECTRICALDRAWINGSFOR LOCATIONS&DETAILSOFINVERTER ANDORELECTRICALEQUIP. 8'-2" ADA MINIMUM CLEARANCE 1 SCALE:3/4"1'-0" TYPICALCANOPYSECTION:(7)PANELUPCANOPY PV-303 NOTE ILLUSTRATEDFRAMINGPVARRAYLAYOUTARE FORSUNPOWERMODULESP-E20-420-COM ANYREVISIONTOEITHERTHEPVPANELOR SPECIFIEDPANELSPACINGWILLREQUIRE REVISIONSTOFRAMINGPVARRAYLAYOUTS. TYPICAL CANOPY SECTION7 PANEL LAYOUT ISSUED SET REVISIONS SCALE DWGNO. DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30"42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob#1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 PROJECT#12065 THISDRAWINGANDALLTHEINFORMATION OFSUNPOWERCORPORATION,AUTHORIZEDFORTHE 100PARKAVE,FLORHAMPARK,NJ07932 WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE SUPERVISIONANDCONSTRUCTIONWILL UNDERMY
5.0DEG.SLOPE
(4)AB-14 ANCHORBOLTS HEAVYHEXNUTS WASHERS (SEEPV-031FORDETAILS) BP-1BASEPLATE, SEEPV-005 FOUNDATIONBELOW SEEPV-031FORDETAILS 5" 7" 5" 1'-5" 2 1'-6" 2 1'-11" TYP. 5/16 13/4" TYP. C L CL 92 91 2" 2" 2" CONDUITCUTOUT 3/8 4/5 PV-401 TYP.ANCHORBOLT HEAVY HEXNUTS WASHERS. SEEPV-031FORDETAILS BP-1BASEPLATE PER PV-005 COLUMNPERPV-005 CONCRETEFOUNDATION SEEPV-031FORACTUAL FOUNDATIONDESIGN DETAILS PV-402 C L QUIKRETENON-SHRINKGROUT 2"MAX(f'c=8000PSI) LARR2551 STIFFENERPL.PER ALIGNW/COL.FLANGES,TYP. CL CL CL CROSSBEAMPERPV-005 COLUMNPERPV-005 (4)FB-10PRE-TENSIONEDBOLTS WITHDTIWASHERSFLIPPED IFREQUIREDFORERECTION PL-1COLUMNCAP PLATEPERPV-005 PV-401 3 PV-401 PL-1PERPV-005 CROSSBEAM STIFFENERPLATEMATCH COLUMNFLANGE THICKNESS TYP. 5/16" 32 CL CL CANOPY GRID 1/2"STIFFENERPLATESEE 3/PV-401FORDETAILS CROSSBEAMPER PLAN BR-2PURLIN BRACEANGLE PURLINPERPLAN (1)FB-6FIELDBOLT (PRETENSIONEDW/DTIWASHERS) PERCONNECTION,TYP. 1 1 CPURLINL 6" 6" (1)FB-6FIELDBOLT (PRETENSIONEDW/DTIWASHERS) PERCONNECTION,TYP. SHORTSLOTTEDHOLE ATBOTHENDSOFBR-2 SA-1PURLIN BENTANGLE 2 112"TYP. 112"TYP. 1' 2'-4"TYP. TYP.ANCHORBOLT HEAVY HEXNUTS WASHERS. SEEPV-031FORDETAILS BP-1BASEPLATE PER PV-005 QUIKRETENON-SHRINKGROUT 2"MAX(f'c=8000PSI) LARR2551 COLUMNPERPV-005 CONCRETEFOUNDATION SEEPV-031FORACTUAL FOUNDATIONDESIGN DETAILS 1 PV-401 CL CONCRETEFILLTO COVERANCHORBOLTS CL 22 2 2 3 1'-0" 1'-10" FB-10 PRE-TENSIONEDBOLTWITH DTIWASHERS CROSSBEAM PERPV-005 PL-1COLUMNCAP PERPV-005 TYP. 1/2" 22 2 2 PV-401 ISSUED SET / REVISIONS SCALE DWGNO. DESCRIPTION SYM DATE DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30" 42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob# 1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 PROJECT# 12065 THISDRAWINGANDALLTHEINFORMATION SUNPOWERCORPORATION, AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEOFWORKCONTRACTED WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLBEUNDERMY 3"=1'-0" 1 PLAN@COLUMNBASE 3" 1'-0" 5 PLAN@C-1/CB-1CONNECTION 3" 1'-0" 2 ELEVATION@C-1 CB-1CONNECTION 3"=1'-0" 3 DETAIL@CROSSBEAMSTIFFPLATE 3"=1'-0" 4 TYPICALSECTION@ALLOTHERCANOPYCOLUMNBASEPLATE 3"=1'-0" 6 SECTIONDETAIL@CROSSBEAM PURLINBRACE(BR-2) 3"=1'-0" 7 SECTIONDETAIL@CROSSBEAM/PURLINBRACE(BR-2)
OFSPLICEPERPLAN PURLINPERPLAN FB-4aBOLT 11 2 T&B 6" 1 3 4 1 1 16 TYP. 1 TYP. 3/8"TYP. @PURLIN SPLICE PS-1 PURLINSPLICE 6" CL BEAM 6" 11 2 11" SA-1BENTSTEEL PLATE PURLINPERPLAN FB-4a(A325)BOLTS INEACHLEGOF ANGLE(TORQUE= 50FT-LB,+/-5FT-LB) PVPANELPERPLAN 6" 3 12 CL 31 HORIZONTALLONG SLOTTEDHOLEINPURLIN (9/16"x1-1/4")TYP.PROVIDE WASHEROVERSLOT FB-4b(A325)BOLTS INEACHLEGOF ANGLE(TORQUE 50FT-LB,+/-5FT-LB) 11 2 PC-X PURLINEND COVER TEK-12SELFDRILLING SCREW@TOP& BOTTOMOFEA. PURLIN 2" 1 PURLINPERPLAN PVPANELPERPLAN E.O. PV PANEL E.O. PURLIN PVPANELPERPLAN 9" PURLINBLOCKING 9" 11 2 1 6" 12 1" PURLINPERPLAN 22 2 BL-1 BLOCKING FLANGE BL-1 BLOCKING TAB CL FB-4aBOLT MB-1BOLTPERSCHEDULE T.O.CROSSBEAM CROSSBEAM END 1 PURLIN 8" TYP. 8" CL CL SA-1PURLINCLIP ANGLE@CROSSBEAM MB-1BOLTPERSCHEDULE T.O.CROSSBEAM CROSSBEAM END CL CL 5 PV-411 3'-0" MAX TYP. CROSSBEAM MB-1BOLTPERSCHEDULE LIGHTFIXTURE PVPANELPERPLAN 1 3/8" FB-4aBOLT BL-1BLOCKING PURLINPERSCHEDULE CL CL CL CL PV-411 4 PV-411 NOTE:ALLTAPERCOPELOCATIONSTOBEIN CONFORMANCEWITHAISC360J1.6ANDM2.2 R1/2" R1" 3'-0" MAX TYP. R1" NOTE:ALLTAPERCOPELOCATIONSTOBEIN CONFORMANCEWITHAISC360J1.6ANDM2.2 1" R1/2" 1" PS-2 PURLINSPLICE, ATINSIDECEECHANNEL 9" 1 12 1 1 1 6" 3" 1 4 3/4"AT CONTROLJOINT PS-2PURLINSPLICE NOTE SEEPV-100SERIESFOR ACTUALLOCATIONS CL CL CL CL 9 16x116 (2)LOCATIONS SLOTTEDHOLEWITHBOLTED ASSEMBLYPER9/PV-411. DISTURBTHREADSTO PREVENTNUTFROMBACKING OUT. 3" (4)FB-4aBOLTS ATPS-2PURLINSPLICE,TYP. ℄ 6" 9 16 Ø 6 4 9 PV-411 PURLINEND (2)FB-4aBOLTS ATPS-2PURLINSPLICE,TYP. PURLINSPLICEPLATE FB-4HEXNUT,TYP. PURLIN STANDARDSTRUCTURAL WASHER,TYP. TEFLONWASHER TYPICAL EXPANSION JOINTASSEMBLY EXPLODEDVIEW PV-411 ISSUED SET / REVISIONS SCALE DWGNO. DESCRIPTION SYM DATE DESIGNEDBY DRAWNBY CHECKEDBY APPROVEDBY ORIGINALSHEETSIZE:30" 42" PROJECT TITLE PROJECT ADDRESS SHEET TITLE VALTA ENERGY 8500 BALBOA BLVD. NORTHRIDGE, CA 91239 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 5 4 0 0 5 5 0 S U N P O W E R ® KPFFJob# 1900352 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 PROJECT# 12065 THISDRAWINGANDALLTHEINFORMATION SUNPOWERCORPORATION, AUTHORIZEDFORTHE SOLEUSEOFTHEPROJECTLOCATEDAT: 100PARKAVE,FLORHAMPARK,NJ07932 ANDLIMITEDTOTHESCOPEOFWORKCONTRACTED WITHSUNPOWERCORPORATION.THISDRAWINGMAY NOTBECOPIED,REUSED,DISCLOSED,DISTRIBUTEDOR RELIEDUPONFORANYOTHERPURPOSEWITHOUTTHE WRITTENCONSENTOFSUNPOWERCORPORATION. SUPERVISIONANDCONSTRUCTIONWILLBEUNDERMY 3"=1'-0" 4 SECTION:TYP.PURLINSPLICE 3"=1'-0" 5 SECTION:TYP.JOINT@CROSSBEAM PURLIN 3" 1'-0" 7 SECTION:TYP.JOINT@PURLINEND 3"=1'-0" 6 SECTION:TYP.JOINT@PURLINBLOCKING 3"=1'-0" 3 ELEVATION@CROSSBEAMHIGHEND 3"=1'-0" 1 ELEVATION@CROSSBEAMLOWEND 3" 1'-0" 2 ELEVATION@CROSSBEAMMID 3"=1'-0" 8 SECTION:TYP.PURLINSPLICE@CONTROLJOINT 1"=1" 9 SIDESECTION:TYP.PURLINSPLICE@CONTROLJOINTBOLTASSEMBLY

MATERIALSCHEDULE

FOUNDATION&SITEWORK

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONS--

-REINFORCINGBARSEEG-001DRAWINGSSEEG-001/PV-031SERIESDRAWINGS

-CONCRETESEEG-001DRAWINGSSEEG-001DRAWINGS

-NON-SHRINKGROUTSEEG-001DRAWINGSSEEG-001DRAWINGS--

STRUCTURALSTEEL

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLOR

BP-1BASEPLATEA572GR.502"PLATESEE400SERIESDRAWINGSHOTDIPGALVANIZEDN/A

CP-1COLUMNCAPPLATEA572GR.5011/4"PLATESEE400SERIESDRAWINGSHOTDIPGALVANIZEDN/A

ST-1STIFFENERPLATE1/2"A572GR.50PLATESEE400SERIESDRAWINGSHOTDIPGALVANIZEDN/A

STP-1SHEARTABPLATE1"A572GR.50PLATESEE400SERIESDRAWINGSHOTDIPGALVANIZEDN/A

C-1COLUMNA992W14x61SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDN/A

CB-1CROSSBEAMA992W18x35SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDN/A

SA-1STEELANGLEATCROSSBEAM&PURLIN3/8"A572GR50BENTPLATE6"X3"X11"LONGHOTDIPGALVANIZEDN/A

PS-1PURLINSPLICEPLATE3/8"A572GR50SPLICEPLATE6"X9"LONGHOTDIPGALVANIZEDN/A

BR-2PURLINBRACE1/4"A36STEELANGLE3"X3"X1/4"HOTDIPGALVANIZEDN/A

BR-3CROSSBEAMBRACEA500GRADEBHSS4"X4"X1/2"HOTDIPGALVANIZEDN/A

GSB-1-4GUTTERSUPPORTBRACKET3/8"A572GR50BENTPLATESEE200SERIESDRAWINGSHOTDIPGALVANIZEDN/A

P1-P7PURLINA65310GA.GRADE8012"DEEPX4"FLANGEWIDTH(CEESECTION),LENGTH

BL-1PURLINBLOCKINGA65318GA.GRADE339"(H)X2-1/2"(W)X49-1/2"(L)

PC-1PURLINENDCAPA65318GA.GRADE3312-1/4"(H)X2-7/8"X1"X49-3/4"(L)

G-90N/A

G-90N/A

G-90N/A

CG-1-3CENTERGUTTERSEGMENTA57220GA.GRADE50SEE200SERIESDRAWINGSG-90N/A

GS-1-2GUTTERSPLICESEGMENTA57220GA.GRADE50SEE200SERIESDRAWINGSG-90N/A

EG-1-7ENDGUTTERSEGMENTA57220GA.GRADE50SEE200SERIESDRAWINGSG-90N/A

BOLT&FASTENERS

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLOR

AB-12ANCHORRODF1554GR.10511/2"DIA.x4'-0"HOTDIPGALVANIZEDN/A

FB-3FIELDBOLT PANELBOARDMOUNTINGANGLEA3253/8"DIA.HOTDIPGALVANIZEDN/A

FB-4 FIELDBOLT INVERTERMOUNTINGANGLE GUTTERSUPPORTBRACKETTO PURLIN

FB-5

FIELDBOLT CROSSBEAMTOSA-1 SA-1TOPURLIN PURLINSPLICETOPURLIN PURLINBLOCKINGTOPURLIN BR-2BRACINGTOPURLIN BR-2BRACINGTOST-1

A3251/2"DIA.HOTDIPGALVANIZEDN/A

FB-8

FB-12

A3255/8"DIA.HOTDIPGALVANIZEDN/A

FIELDBOLT-COLUMNTO CROSSBEAMA3251"DIA.HOTDIPGALVANIZEDN/A

FIELDBOLT-BR-3SHEARTAB CONNECTIONA32511/2"DIA.HOTDIPGALVANIZEDN/A

MOUNTINGBOLT-PURLINTOPV PANEL18-8STAINLESS1/4"DIA.X3/4"LONGW/FLANGEHEXHEADDRI-LOCKN/A #12TEKSCREWFIELDSCREW-PURLINTOPURLINCOVERSTEEL1/4"X3/4"LONG-W/HEXHEAD&WASHER,ITW-BUILDEXCLIMEASEALN/A

MB-1

--
--
SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" BARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 123 123 A B C D KPFFJob#2000512 ENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM MATERIAL SCHEDULE PV-005

NOTE:

1.ALLSITEITEMS,SURVEY,ANDGRADINGELEVATIONSPERSMMA ISSUEDPLANS.

2.FINALFOUNDATIONLOCATIONSARESUBJECTTOFIELDSURVEY ANDVERIFICATIONSOFEXISTINGUTILITIES,NOTBYKPFF,E.O.R. APPROVALREQUIREDPRIORTOFOUNDATIONINSTALLATIONFOR DESIGNCHANGESAND/ORUTILITYCONFLICTTHATMAYARISEFROM UNFORESEENCONDITIONSINFIELD.

3.TRENCHINGINPROXIMITYTOFOUNDATIONSTOCOMPLYWITH DIMENSIONSSHOWNONPV-031-32.

CO CO CO CO CO CO CO CO C5 20 19 18 17 16 CANOPYC5 INFILTRATION TRENCHPER SMMA C6 25 24 23 22 21 CANOPYC6 C4 15 14 CANOPYC4 FOUNDATION PER1/PV-031, TYP.OF(12) THISAREA PV-022 1 PV-302 1 PV-302 1 PV-302 1 PV-022 2 PV-022 3 826'-17 " 826'-17 " 95'-4 163 " 60'-0" 120'-0" 180'-0" DRAINAGEPIPETO INFILTRATIONTRENCH PERC101/C102, SEENOTE3 DRAINAGEPIPETO INFILTRATIONTRENCH PERC101/C102, SEENOTE3 DRAINAGEPIPETO INFILTRATIONTRENCH PERC101/C102, SEENOTE3 SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 1 4 3 2 1 A B C D KPFFJob#2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-011 SITE PLAN: SOUTH PARKING AREA FOUNDATION LAYOUT SCALE: 1FOUNDATIONPLAN:SOUTHPARKINGAREA 1/8"=1'-0"

NOTE:

1.ALLSITEITEMS,SURVEY,ANDGRADINGELEVATIONSPERSMMA ISSUEDPLANS.

2.FINALFOUNDATIONLOCATIONSARESUBJECTTOFIELDSURVEY ANDVERIFICATIONSOFEXISTINGUTILITIES,NOTBYKPFF,E.O.R. APPROVALREQUIREDPRIORTOFOUNDATIONINSTALLATIONFOR DESIGNCHANGESAND/ORUTILITYCONFLICTTHATMAYARISEFROM UNFORESEENCONDITIONSINFIELD.

3.TRENCHINGINPROXIMITYTOFOUNDATIONSTOCOMPLYWITH DIMENSIONSSHOWNONPV-031-32.

CO CO CO CO CO CO CO 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 130'-42 " 130'-42 " 130'-42 30'-4 78 1 2 3 4 8 7 6 5 9 10 11 12 13 CANOPYABOVE FOUNDATION PER1PV-031, TYP.OF(13) THISAREA CANOPYC1 CANOPYC2 CANOPYC3 C3 C2 C1 INFILTRATION TRENCHPERSMMA 12'-48 " 5'-01 4 " 5'-01 4 " PV-302 1 PV-021 1 PV-021 2 PV-301 1 PV-301 1 PV-021 3 DRAINAGEPIPETO SWALEOUTLET PERC101/C102, SEENOTE3 DRAINAGEPIPETO INFILTRATIONTRENCH PERC101/C102, SEENOTE3 DRAINAGEPIPETO INFILTRATIONTRENCH PERC101/C102, SEENOTE3 SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 1 4 3 2 1 A B C D KPFFJob#2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-012 SITE PLAN: NORTH PARKING AREA FOUNDATION LAYOUT SCALE: 1FOUNDATIONPLAN:NORTHPARKINGAREA 1/8"=1'-0"

1/8"=1'-0"

2SITESECTION:CANOPYC2 1/8"=1'-0"

SCALE:

NOTE:

1.ALLSITEITEMS,SURVEY,ANDGRADINGELEVATIONSPERSMMA ISSUEDPLANS.

2.FINALFOUNDATIONLOCATIONSARESUBJECTTOFIELDSURVEY ANDVERIFICATIONSOFEXISTINGUTILITIES,NOTBYKPFF,E.O.R. APPROVALREQUIREDPRIORTOFOUNDATIONINSTALLATIONFOR DESIGNCHANGESAND/ORUTILITYCONFLICTTHATMAYARISEFROM UNFORESEENCONDITIONSINFIELD.

3.TRENCHINGINPROXIMITYTOFOUNDATIONSTOCOMPLYWITH DIMENSIONSSHOWNONPV-031-32.

3SITESECTION:CANOPYC3 1/8"=1'-0"

SCALE:

1 2 3 4 2'-41 2" FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER 27'-0"ONSLOPE OVERALLHORIZONTALDIMENSION81'-0" 4"FROM HORIZONTAL LINE TO T.O. PIER 6"FROM HORIZONTAL LINE TO T.O. PIER 220.15'2'-6"C1 NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAYC1,PIER#1 27'-0"ONSLOPE 27'-0"ONSLOPE 218.75' 2'-7 2 3'-5 8 0.35° 0" T.O.PIER EL.=222.65' T.O.PIER EL.221.35' 217.10' INFILTRATION TRENCHBEYOND T.O.PIER EL.222.55' T.O.PIER EL.222.35' 220.20' 219.75' HDPEUGPIPE BEYOND 5'-0TOOUTSIDE EDGEOFCURB 3'-0 8 2" FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER 27'-0"ONSLOPE OVERALLHORIZONTALDIMENSION81'-0" 4"FROM HORIZONTAL LINE TO T.O. PIER 6"FROM HORIZONTAL LINE TO T.O. PIER 220.25'2'-6"C2 NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAYC2,PIER#5 27'-0"ONSLOPE 27'-0"ONSLOPE 218.57' 3'-4 3'-8 8 0.35° 0" 5 6 7 8 T.O.PIER EL.=222.75' T.O.PIER EL.222.24' INFILTRATION TRENCHBEYOND T.O.PIER EL.222.55' T.O.PIER EL.222.40' 219.55' 219.08' 217.10' HDPEUGPIPE BEYOND 5'-0TOOUTSIDE EDGEOFCURB 9 10 11 12 2'-6 2 0"FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER 30'-4ONSLOPE OVERALLHORIZONTALDIMENSION=121'-6 2'-7 4FROM HORIZONTAL LINE TO T.O. PIER 2'-11 6FROM HORIZONTAL LINE TO T.O. PIER 218.46' 13 3'-0" 9"FROM HORIZONTAL LINE TO T.O. PIER 2'-9" C3 NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAYC3,PIER#9 30'-41ONSLOPE 30'-42ONSLOPE 30'-4ONSLOPE 217.35' T.O.PIER EL.=221.25' T.O.PIER EL.=220.35' 216.00' HDPEUGPIPE BEYOND T.O.PIER EL.221.00' T.O.PIER EL.=220.90' T.O.PIER EL.=220.67' 218.41' 218.25' 217.76' 0.35° 216.50' HDPEUGPIPE BEYOND 3'-10TO OUTSIDEEDGEOF CURB SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 01" BARISNOTONEINCH,DRAWINGNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 1 1 A B C D KPFFJob#:2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 E A B C D E LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-021 NORTH SITE SECTIONS SCALE: 1SITESECTION:CANOPYC1
SITE SURVEY CONTROL POINTS LOST, NORTHERN SITE SITE SECTIONS UPDATEJSNB 07/20/21

NOTE:

1.ALLSITEITEMS,SURVEY,ANDGRADINGELEVATIONSPERSMMA ISSUEDPLANS.

2.FINALFOUNDATIONLOCATIONSARESUBJECTTOFIELDSURVEY ANDVERIFICATIONSOFEXISTINGUTILITIES,NOTBYKPFF,E.O.R. APPROVALREQUIREDPRIORTOFOUNDATIONINSTALLATIONFOR DESIGNCHANGESAND/ORUTILITYCONFLICTTHATMAYARISEFROM UNFORESEENCONDITIONSINFIELD.

3.TRENCHINGINPROXIMITYTOFOUNDATIONSTOCOMPLYWITH DIMENSIONSSHOWNONPV-031-32.

14 15 2'-51 2 0"FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER 33'-9"ONSLOPE OVERALLHORIZONTALDIMENSION33'-9" 219.00' 219.30' 2'-6" C4 NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAYC4,PIER#14 0.35° T.O.PIER EL.221.50' T.O.PIER EL.=221.80' 217.15' HDPEUGPIPE 16 17 18 19 3'-2 61 FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER 30'-4ONSLOPE OVERALLHORIZONTALDIMENSION121'-6 3'-2 4FROM HORIZONTAL LINE TO T.O. PIER 2'-10 2FROM HORIZONTAL LINE TO T.O. PIER 219.90' 20 2'-6" 0"FROM HORIZONTAL LINE TO T.O. PIER 3'-3" C5 NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAYC5,PIER#20 30'-4ONSLOPE 30'-4ONSLOPE 30'-4ONSLOPE 0.35° 219.90' T.O.PIER EL.=223.15' T.O.PIER EL.=223.40' 217.00' T.O.PIER EL.222.98' T.O.PIER EL.222.77' T.O.PIER EL.=222.60' 9" 219.73' 219.56' 219.73' 217.53' HDPEUGPIPE BEYOND HDPEUGPIPE BEYOND 21 22 23 24 25 C6 2'-111 2 4 0"FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER 30'-4ONSLOPE OVERALLHORIZONTALDIMENSION=121'-6 3'-4 2 4 2FROM HORIZONTAL LINE TO T.O. PIER 3'-3 6 3FROM HORIZONTAL LINE TO T.O. PIER 219.30' 3'-3" FROM HORIZONTAL LINE TO T.O. PIER 2'-6" 30'-41ONSLOPE 30'-4ONSLOPE 30'-4ONSLOPE 0.35° 219.30'
HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAYC6,PIER#21 T.O.PIER EL.=221.80' T.O.PIER EL.=222.55' 217.00' T.O.PIER EL.221.98' T.O.PIER EL.=222.23' T.O.PIER EL.=222.38' 9" 219.05' 218.90' 219.05' 217.63' HDPEUGPIPE BEYOND HDPEUGPIPE BEYOND SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 01" BARISNOTONEINCH,DRAWINGNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 1 1 A B C D KPFFJob#:2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 E A B C D E LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-022 SOUTH SITE SECTIONS SCALE: 1SITESECTION:CANOPYC4 1/8"=1'-0" SCALE: 2SITESECTION:CANOPYC5
SCALE:
NOTE:
1/8"=1'-0"
3SITESECTION:CANOPYC6 1/8"=1'-0"

EMBEDDEDPVCDOWNSOUTLEADERPER WATERMANAGEMENTDRAWINGC101/C102-CONNECTTOEXISTINGSUBSURFACEDRAINAGE INFRASTRUCTURE,BYOTHERS 1 SCALE:1"=1'-0"

2 SCALE:1"=1'-0"

SECTION-FOUNDATION&PROTECTIVECONCRETEPIER

EMBEDDEDPVCDOWNSOUTLEADERPER WATERMANAGEMENTDRAWINGC101/C102-CONNECTTOEXISTINGSUBSURFACEDRAINAGE INFRASTRUCTURE,BYOTHERS

1.E.O.R.APPROVALREQUIREDPRIORTO FOUNDATIONINSTALLATIONFORDESIGN CHANGESAND/ORUTILITYCONFLICTTHAT MAYARISEFROMUNFORESEENCONDITIONS INTHEFIELD.

2.COLDJOINTTOBEUSEDATCONTRACTORS DISCRETIONWHERENECESSARY.

3.GROUNDINGASREQUIREDBYOTHERS.

4.ADDITIONALGROUNDINGATPOWER COLUMNASREQUIREDBYOTHERS.

5.SEEELECTRICALDRAWINGSFORDETAILSOF GROUNDING,ELECTRICALCONDUITS& TRENCHLOCATIONS.

6.NOTIFYENGINEERIFPEATISENCOUNTERED ATADEPTHSHALLOWERTHAN5-FTBELOW GRADE.

7.NOTIFYENGINEERIFALAYEROFPEAT GREATERTHAN2-FTTHICKISENCOUNTERED.

FOUNDATION DIAMETER = 3'-0" VERTICALREBARPER2/-3" CLEAR PIERCL (4)AB-12ANCHORBOLTS PERPV-005 5,000PSI AIR-ENTRAINEDCONCRETEPIER FLOWABLEFILL(SUBMITMIXDESIGNFORE.O.R.REVIEW) ANCHORBOLTS (8)#9VERTICALREBAR STRUCTURALSTEELABOVE #4SPIRALREBAR@3"PITCHOVERLENGTHOF
1T.O.PAVING ELEV.VARIES T.O.PIER T.O.FOUNDATION TYP. B.O.FOUNDATION PIERCL PIERCL #4SPIRALREBARCAGEWITH9"PITCH 1 12 " CLEAR NOTES:
ANCHORRODS&BOTTOM(3)
SPIRALREBARPER2/--
ELECTRICALCONDUITS--SEE ELECTRICALDRAWINGSFOR CONDUITSIZESANDLOCATIONS ELEV.VARIES 2 3 MIN. FOUNDATION DEPTH = PER SCHEDULE 4/-
TYP.PLAN:FOUNDATION 2'-0" MIN., 4'-0" MAX. W(MIN)=2'-0" U.N.O.BYGEOEOR D(MAX) = 5'-0" U.N.O. BY GEO EOR TRENCH (BYOTHERS) 41/2"ODDOWNSPOUT
3" CLEAR, MIN., 12" CLEAR, MAX. 3'-0" A.B. MIN. EMBEDMENT DEPTH 8" TYP. 3" MIN., 4" MAX CONTRACTORTOPLACEWEATHERPROTECTIVECAP OVERANCHORSDURINGCONSTRUCTION CONNECTTOEXISTINGSUBSURFACE DRAINAGEINFRASTRUCTURE VARIES PER FIELD CONDITIONS MUST EXISTING THIS DIRECTION, BELOW ANCHOR BOLTS 6" MAX 6"FOAM SWEEPCONNECTINGFOUNDATION TODRAINAGEPIPE 10" THREAD ANCHORBOLT HD.GALV.HEAVYHEX LEVELINGNUT (2)HOTDIPGALVANIZED HEAVYHEXNUTS ANCHOR ROD LENGTH = 4'-0" NOTE GRINDTHREAD ASREQ'DTOPREVENT MOVEMENTOFNUT 10" THREAD TYP.ELEVATION 3 SCALE:3"=1'-0" DETAIL TYPANCHORROD HOTDIPGALVANIZED STANDARDSTRUCTURAL WASHER,TYP. HOTDIPGALVANIZED HEAVYHEXNUT HOTDIPGALVANIZED STANDARDSTRUCTURALWASHER,TYP. FOUNDATIONSCHEDULE FOUNDATIONTYPEFOUNDATIONDIAMETER MIN.FOUNDATION EMBEDMENTDEPTH ARRAYLOCATION F-1 3'-0" 15-FT ARRAYS1,4,5,&6 F-2 3'-0" 17-FT ARRAYS2&3 4 SCALE:NTS FOUNDATIONSCHEDULE SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 1 BAR NOTONEINCH,DRAWING NOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 4 A B C D KPFFJob#:2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D E 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-031 DRILLED PIER FOUNDATION OPTION NOTE: SEEPV-032FORSONOTUBEALTERNATIVEPIERFOUNDATION.

SCALE:1"=1'-0"

MIN. FOUNDATION DEPTH = PER SCHEDULE 4/3" MIN. CLEAR NO LAPS ACROSS JOINT W(MIN)=2'-0" U.N.O.BYGEOEOR D(MAX) = 5'-0" U.N.O. BY GEO EOR TRENCH (BYOTHERS)

STRUCTURALSTEELABOVE #4SPIRALREBAR@3"PITCHOVERLENGTHOF ANCHORRODS&BOTTOM(3)

EMBEDDEDPVCDOWNSOUTLEADERPER WATERMANAGEMENTDRAWINGC101/C102-CONNECTTOEXISTINGSUBSURFACEDRAINAGE INFRASTRUCTURE,BYOTHERS

1.E.O.R.APPROVALREQUIREDPRIORTO FOUNDATIONINSTALLATIONFORDESIGN CHANGESAND/ORUTILITYCONFLICTTHAT MAYARISEFROMUNFORESEENCONDITIONS INTHEFIELD.

2.COLDJOINTTOBEUSEDATCONTRACTORS DISCRETIONWHERENECESSARY.

3.GROUNDINGASREQUIREDBYOTHERS.

4.ADDITIONALGROUNDINGATPOWER COLUMNASREQUIREDBYOTHERS.

5.SEEELECTRICALDRAWINGSFORDETAILSOF GROUNDING,ELECTRICALCONDUITS& TRENCHLOCATIONS.

6.NOTIFYENGINEERIFPEATISENCOUNTERED ATADEPTHSHALLOWERTHAN5-FTBELOW GRADE.

7.NOTIFYENGINEERIFALAYEROFPEAT GREATERTHAN2-FTTHICKISENCOUNTERED.

SECTION-FOUNDATION&PROTECTIVECONCRETEPIER(CMPOPTION)

BACKFILLVOIDWITHDRAINABLESOILATTOP 4'-0"PERSOILSREPORT 2'-0" MIN., 4'-0" MAX. ANCHORBOLTS
T.O.PAVING ELEV.VARIES T.O.PIER T.O.FOUNDATION TYP. B.O.FOUNDATION 3" CLEAR, MIN., 12" CLEAR, MAX. PIERCL #4SPIRALREBARCAGEWITH9"PITCH 1 " CLEAR 3'-0" A.B. MIN. EMBEDMENT DEPTH 2 SCALE:1"=1'-0"
5,000PSIAIR-ENTRAINEDCONCRETEPIER ELEV.VARIES 8" TYP. CONTRACTORTOPLACEWEATHERPROTECTIVECAP OVERANCHORSDURINGCONSTRUCTION 36"CMP COLDJOINTTOBECLEAN&LEFTROUGH
(8)#9VERTICALREBAR
NOTES:
FOUNDATION DIAMETER = 3'-0" VERTICALREBARPER2/-3" CLEAR PIERCL (4)AB-12ANCHORBOLTS PERPV-005 PIERCL ELECTRICALCONDUITS--SEE ELECTRICALDRAWINGSFOR CONDUITSIZESANDLOCATIONS 1
TYP.PLAN:FOUNDATION 41/2"ODDOWNSPOUT SPIRALREBARPER2/-2 EMBEDDEDPVCDOWNSOUTLEADERPER WATERMANAGEMENTDRAWINGC101/C102-CONNECTTOEXISTINGSUBSURFACEDRAINAGE INFRASTRUCTURE,BYOTHERS 3" MIN., 4" MAX CONNECTTOEXISTINGSUBSURFACE DRAINAGEINFRASTRUCTURE VARIES PER FIELD CONDITIONS MUST EXISTING THIS DIRECTION, BELOW ANCHOR BOLTS 6" MAX 6"FOAM SWEEPCONNECTINGFOUNDATION TODRAINAGEPIPE DATED:JUNE17th,2021 CMP = 4'-0" MIN. BELOW GRADE EXTEND DOWN AS NEEDED PER NOTE 8 10" THREAD ANCHORBOLT HD.GALV.HEAVYHEX LEVELINGNUT (2)HOTDIPGALVANIZED HEAVYHEXNUTS ANCHOR ROD LENGTH = 4'-0" NOTE GRINDTHREAD ASREQ'DTOPREVENT MOVEMENTOFNUT 10" THREAD TYP.ELEVATION 3 SCALE:3"=1'-0" DETAIL-TYPANCHORROD HOTDIPGALVANIZED STANDARDSTRUCTURAL WASHER,TYP. HOTDIPGALVANIZED HEAVYHEXNUT HOTDIPGALVANIZED STANDARDSTRUCTURALWASHER,TYP. FOUNDATIONSCHEDULE FOUNDATIONTYPEFOUNDATIONDIAMETER MIN.FOUNDATION EMBEDMENTDEPTH ARRAYLOCATION F-1 3'-0" 11-FT ARRAYS1,4,5,&6 F-2 3'-0" 13-FT ARRAYS2&3 4 SCALE:NTS FOUNDATIONSCHEDULE PV-032 CMP DRILLED PIER FOUNDATION OPTION NOTE: SEEPV-031FORNONCMPALTERNATIVEPIERFOUNDATION. SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 1" BAR NOTONEINCH,DRAWING NOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 1 4 3 2 1 A B C D KPFFJob#:2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D E 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM
8.CMPSHALLEXTENDDOWNASNEEDEDTO STABILIZEDRILLEDSHAFTHOLE,TOBE DETERMINEDBYDRILLINGCONTRACTORAND SPECIALINSPECTOR(PERGEOTECH RECOMMENDATION).

NOTE:

REFERTOPV-005FORFRAMINGMEMBERSIZESANDFINISHES. THECONTRACTORINSTALLINGTHEWATERMANAGEMENT SYSTEMISRESPONSIBLEFORWATERSEALINGEACHJOINTOF GUTTERSEGMENTWITHCAULKINGPERGUTTERSHOP DRAWINGS.

PIECEMARKS

I.D. DESCRIPTION

GSB-X GUTTERSUPPORTBRACKET,SEEPV-415/416

CG-X CENTERGUTTERSEGMENT,SEESHOPSDWGS.

GS-X GUTTERSPLICESEGMENT,SEESHOPSDWGS. EG-X ENDGUTTERSEGMENT,SEESHOPDWGS.

6"MINIMUMOVERLAP REQUIRED.TYP. EG-7=12'-4"TYP. EQ.EQ.EQ.EQ. EQ. EQ. EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ. EG-1=12'-4"TYP. CG-3=20'-8"TYP. 6"MINIMUMOVERLAP REQUIRED.TYP. CG-3=20'-8"TYP. CG-3=20'-8"TYP. CG-3=20'-8"TYP. EG-6=12'-4"TYP. EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-6 EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-6 EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-6 EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-6 EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-6 HORIZDOWNSPOUT HORIZDOWNSPOUT HORIZDOWNSPOUT HORIZDOWNSPOUT EQ.EQ.EQ.EQ. EQ. EQ. EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ. HORIZDOWNSPOUT HORIZDOWNSPOUT HORIZDOWNSPOUT HORIZDOWNSPOUT DB-1DRAIN BODY,TYP. GS-2=12'-0"TYP. GS-2=12'-0"TYP. GS-2=12'-0"TYP. EG-1=12'-4"TYP. CG-3=20'-8"TYP. CG-3=20'-8"TYP. CG-3=20'-8"TYP. CG-3=20'-8"TYP. GS-2=12'-0"TYP. GS-2=12'-0"TYP. GS-2=12'-0"TYP. CANOPY VALLEY CANOPY VALLEY GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-4GSB-4GSB-4 GSB-4 GSB-4GSB-4 GSB-4GSB-4 GSB-4 GSB-4GSB-4GSB-4GSB-4 GSB-4 GSB-4GSB-4GSB-4GSB-4 GSB-4 GSB-4GSB-4GSB-4 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-4GSB-4GSB-4 GSB-4 GSB-4GSB-4 GSB-4GSB-4 GSB-4 GSB-4GSB-4GSB-4GSB-4 GSB-4 GSB-4GSB-4GSB-4GSB-4 GSB-4 GSB-4GSB-4GSB-4 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 DB-1DRAIN BODY,TYP. C5 20 19 18 17 16 C3 13 12 11 10 9 EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-7 EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-7 EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-7 EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-7 EG-1 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-7 PANELBOARD,TYP. SEEELECT. DRAWINGS INVERTER,TYP. SEEELECT. DRAWINGS 2'-3" 2'-3" 1'-6" 2'-6" 1'-9" 3'-0" 1'-9" 3'-0" 2'-3" 2'-3" 1'-6" 2'-6" 1'-9" 3'-0" 1'-9" 3'-0" CAULKINSIDEENTIRE GUTTERSEGMENT OVERLAP,TYP. CAULKINSIDEENTIRE GUTTERSEGMENT OVERLAP,TYP. SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 1 4 3 2 1 A B C D KPFFJob#2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM WATER MANAGEMENT PLANS PV-202 SCALE: 2WATERMANAGEMENTPLAN:CANOPYC5 3/16"=1'-0" SCALE: 1WATERMANAGMENTPLAN:CANOPIESC3 3/16"=1'-0"

GSB-1GSB-1GSB-1

GSB-1GSB-1GSB-1

GSB-1GSB-1GSB-1

NOTE:

REFERTOPV-005FORFRAMINGMEMBERSIZESANDFINISHES. THECONTRACTORINSTALLINGTHEWATERMANAGEMENT SYSTEMISRESPONSIBLEFORWATERSEALINGEACHJOINTOF GUTTERSEGMENTWITHCAULKINGPERWATERMANAGEMENT DRAWINGS.

PIECEMARKS

I.D. DESCRIPTION

GSB-X GUTTERSUPPORTBRACKET,SEEPV-415/416

CG-X CENTERGUTTERSEGMENT,SEESHOPSDWGS.

GS-X GUTTERSPLICESEGMENT,SEESHOPSDWGS.

EG-X ENDGUTTERSEGMENT,SEESHOPDWGS.

GSB-1GSB-1

GSB-1GSB-1

GSB-1GSB-1

GSB-1GSB-1GSB-1

GSB-1GSB-1

6"MINIMUMOVERLAP REQUIRED.TYP. EG-5=12'-4"TYP. HORIZDOWNSPOUT HORIZDOWNSPOUT EQ.EQ.EQ.EQ. EQ. EQ. EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ. HORIZDOWNSPOUT HORIZDOWNSPOUT DB-1DRAIN BODY,TYP. EG-3=12'-4"TYP. CG-3=20'-8"TYP. CG-3=20'-8"TYP. CG-3=20'-8"TYP. CG-3=20'-8"TYP. GS-2=12'-0"TYP. GS-2=12'-0"TYP. GS-2=12'-0"TYP. CANOPY VALLEY GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-4GSB-4GSB-4 GSB-4 GSB-4GSB-4 GSB-4GSB-4 GSB-4 GSB-4GSB-4GSB-4GSB-4 GSB-4 GSB-4GSB-4GSB-4GSB-4 GSB-4 GSB-4GSB-4GSB-4 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1GSB-1 GSB-1 GSB-1GSB-1 GSB-1GSB-1 GSB-1 GSB-1GSB-1GSB-1 C6 25 24 23 22 21 EG-3 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-5 EG-3 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-5 EG-3 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-5 EG-3 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-5 EG-3 CG-3 GS-2 CG-3 CG-3 CG-3 GS-2 GS-2 EG-5 2'-3" 2'-3" 1'-6" 2'-6" 1'-9" 3'-0" 1'-9" 3'-0" CAULKINSIDEENTIRE GUTTERSEGMENT OVERLAP,TYP. C4 15 14 EG-2=12'-4"TYP. CG-1=27'-6"TYP. EG-5=12'-4"TYP. HORIZDOWNSPOUT EG-2 EG-5 CG-1 6"MINIMUMOVERLAP REQUIRED.TYP. EG-2 EG-5 CG-1 EG-2 EG-5 CG-1 EG-2 EG-5 CG-1 EG-2 EG-5 CG-1 GSB-1
GSB-1
GSB-1
GSB-1
GSB-1
GSB-1
GSB-1
GSB-1
EQ. EQ. EQ. EQ. EQ.EQ. EQ.EQ. DB-1DRAIN BODY,TYP. CANOPY VALLEY GSB-4GSB-4 GSB-4 GSB-4
1'-6" 2'-6" CAULKINSIDEENTIRE GUTTERSEGMENT OVERLAP,TYP. SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 1 4 3 2 1 A B C D KPFFJob#2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM WATER MANAGEMENT PLANS PV-203 SCALE: 2WATERMANAGEMENTPLAN:CANOPYC4 3/16"=1'-0" SCALE: 1WATERMANAGMENTPLAN:CANOPIESC6 3/16"=1'-0"
GSB-4GSB-4GSB-4
PURLINPERPLAN PVPANELS CB-1CROSSBEAM C-1COLUMN STEELRE-INFORCEDCONCRETE DRILLEDPIERFOUNDATION 13'-6" MINIMUM CLEARANCE AT DRIVE AISLE 2'-0" MIN. 4'-0" MAX.TYP.CONCRETEPEDESTAL 10DEG. -2DEG. 23'-1"MAXIMUM HEIGHT 19'-8 12 " CL WATERMANAGEMENTSYSTEM SEEC101/C102FORMOREDETAILS BR-3BRACINGARMS 13'-6 12 " T.O BASEPLATE TO B.O. CAP PLATE METALGUTTER SEEPV-415/416FOR MOREDETAILS 41 2TYP.SPACING ATVALLEY BR-2BRACING 4 PV-405 PANELBOARDPERELECTRICALPLANS 8'-0" MAY VARY DUE TO SITE CONDITIONS 31 8"TYP.SPACING PV-411 PV-411 7 PV-401 PV-405 PV-415 2 PV-415 1 PV-415 1 PV-411 3 PV-403 PIPECLAMP SEEPV-417FORMOREDETAILS GUTTERSUPPORTBRACKET SEEPV-415/416FORMOREDETAILS SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 1 4 3 2 1 A B C D KPFFJob#2000512 ENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM CANOPY SECTION PV-301 SCALE: 1CANOPYSECTION 1/8"=1'-0"
1
NOTE: REFERTOPV-005FORFRAMINGMEMBERSIZESANDFINISHES.

GUTTERSUPPORTBRACKET SEEPV-415/416FORMOREDETAILS

DRILLEDPIERFOUNDATION

2DEG. -2DEG. 13'-6" MINIMUM CLEARANCE AT DRIVE AISLE 18'-9 516 " MAXIMUM HEIGHT 16'-1 58 " 2'-0 MIN. 4'-0" MAX.TYP.CONCRETEPEDESTAL CB-1CROSSBEAM C-1
STEELRE-INFORCEDCONCRETE
WATERMANAGEMENTSYSTEM
BR-3BRACINGARMS CL 12'-2 58 " T.O BASEPLATE TO B.O. CAP PLATE 41 2TYP.SPACING ATVALLEY 3"TYP.SPACING PV-406 PURLINPERPLAN BR-2BRACING 8'-0" MAY VARY DUE TO SITE CONDITIONS PANELBOARDPERELECTRICALPLANS 2 PV-401 1 PV-406 5 PV-401 METALGUTTER
COLUMN
SEEC101/C102FORMOREDETAILS
SEEPV-415/416FOR MOREDETAILS
PIPECLAMP
PVPANELS PV-401 SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 1 4 3 2 1 A B C D KPFFJob#2000512 ENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM CANOPY SECTION PV-302 SCALE: 1CANOPYSECTION 1/8"=1'-0" NOTE: REFERTOPV-005FORFRAMINGMEMBERSIZESANDFINISHES. 1
SEEPV-417FORMOREDETAILS
6 SCALE:3"=1'-0" PLANATC-1TOCB-1CONNECTION ST-1STIFFENERPLATE PERPV-005 5/16" TYP. CROSSBEAM PERPLAN 4 SCALE:3"=1'-0" DTL.ATCROSSBEAMSTIFFPL. 2 SCALE:3"=1'-0" L-CANOPYSECTIONATC-1TOCB-1 CONNECTION 1 4 ℄ FILLGAP TYP. CP-1COLUMNCAP PLATEPERPV-005 C-1COLUMN PERPV-005 1 34 1 34 ℄ CB-1CROSSBEAM PERPV-005 1/4" CP-1COLUMNCAP PERPV-005 FB-8 PRE-TENSIONED BOLTWITHDTI WASHERS 12 " TYP. 12" MIN. BASE PLATE = 2'-2" BP-1BASEPLATE, SEEPV-005 (4)AB-12ANCHOR BOLTS 1 SCALE:3"=1'-0" PLANATCOLUMNBASE 1 " 2 34 10 14 BASEPLATE=1'-5" 23 4 53 4 FOUNDATION PERPV-031 Ø 5" 23 4 " NON-SHRINKGROUT 2"MAX.(f'c=5000PSI) BP-1BASEPLATE PERPV-005 JAMNUT 7 SCALE:3"=1'-0" LCANOPYSECTIONATCOL.BASEPLATE C-1COLUMN PERPV-005 FOUNDATIONPER2/PV-031 72 34 10 14 1(4PLACES) (4)AB-12 ANCHORBOLTS CL CL CL 5 SCALE:3"=1'-0" TYP.CROSSBEAMTAPERDETAIL K + 1/4" R1 2"TYP NOTE: ALLTAPERCOPE LOCATIONSTOBEIN CONFORMAANCEWITH AISC360-16J1.6AND M2.2 R21"TYP 2-0"TYP, 6" 3 SCALE:3"=1'-0" CROSSBEAMDETAIL 5/16" TYP.AT FLANGES 3/8" TYP.AT FLANGES 21 2 2" 2'-25 16 21 2 2" ELECTRICAL CONDUITS-SEEELECTRICAL DRAWINGSFOR CONDUITSIZES ANDLOCATIONS EMBEDDEDPVCDOWNSOUTLEADERPERWATER MANAGEMENTDRAWINGC101/C102-CONNECTTOEXISTINGSUBSURFACEDRAINAGE INFRASTRUCTURE (4)FB-8 PRE-TENSIONED BOLTWITHDTI WASHERS CP-1COLUMN CAPPLATE PERPV-005 C-1 COLUMN PERPV-005 STIFF.PLATE, (4)PER CROSSBEAM, SEE4/CB-1 CROSSBEAM PERPV-005 645/8" CB-1CROSSBEAM PERPV-005 1 516 " 1 516 1" 5"X10"CUTOUTIN BASEPLATEEACHSIDE FORCONDUITAND DOWNSPOUT,SEE SHOPSFORMOREINFO. CB-1CROSSBEAM PERPV-005 CJPTYP 8 SCALE:3"=1'-0" CROSSBEAMDETAIL2 168.00° CB-1CROSSBEAM PERPV-005 CJPTYP 176.73° SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 BARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 4 3 2 A B C D KPFFJob# 2000512 ENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM STRUCTURAL FRAMING DETAILS PV-401
3'-6 34 CTR. OF SHEAR TAB TO T.O. CP-1 6" TYP. 1'-0" TYP. 8'-74 CTR.OFSHEARTABTOT.O.CP-1 6'-75 CTR.OFSHEARTABTOT.O.CP-1 1'-85 8 CTR.OFSHEARTABTOT.O.KINK 10DEG. -2DEG. 1"SHEAR TABTYP. BR-3BRACE HSS4" 4"x FB-12BOLT C-1COLUMN TYP. CP-1COLUMNCAP PLATE FB-8 BOLT WORKINGPOINT 1/2" 1 SCALE:1-1/2"=1'-0" TYP.SECTIONATCOL.TOBR-3CONNECTION 2 4 -1"SHEARTAB TYP. BR-2,ALIGNWITH PURLINFLANGE. SEE4/PV405FOR DETAILS,TYP. 168.00° 1'-4" 1'-54 5"TYP. 10"TYP. 2 SCALE:3"=1'-0" TYP.DTL.ATBR-3 1"SHEARTAB BR-3BRACE HSS4" 4"x 3"TYP. 1'-0"TYP. 1/2" 5" TYP. 10" TYP. 3"TYP. FB-12BOLT C-1COLUMN 34 SCALE:3"=1'-0" CROSSBEAM/PURLINBRACE(BR-2) STIFFENERSPER4/PV-401 EACHSIDEOFBEAM CROSSBEAM PERPLAN BR-2BRACE-L3x3 1/4 PURLIN PERPV-005 FB-5FIELDBOLT (2)FB-5BOLTS-DRILLHOLESTHRU PURLININFIELD EQUAL EQUAL C L 1 EQ. EQ. HOLEINONESIDE OFSTIFFENER CROSSBEAM CL PURLINPERPLAN 121 " 43 121 " 34 " 1"SHEARTAB BR-3BRACE HSS4" 4"x 1/2" FB-12BOLT 3 SCALE:3"=1'-0" PLAN:ATBR-3 5" TYP. 4" TYP. SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 BARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 1 4 3 2 1 A B C D KPFFJob#2000512 ENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-405 STRUCTURAL FRAMING DETAILS

(4)AB-12ANCHOR BOLTS

12 DIA.THREADEDRODWITH36"EMBEDMENTDEPTHWITH HILTIHIT-RE500V3EPOXYFILLEDHOLELOCATEDASSHOWN, WHEREOCCURS.

COLDCUTNEWHOLEINBASEPLATE(13 4 DIA.),REAM SMOOTHANDCOLDGALVAFFECTEDAREA,WHEREOCCURS.

BP-1BASEPLATE, SEEPV-005 CUTOFFANCHORBOLT, PERRFI#8

5"X10"CUTOUTINBASE PLATEEACHSIDEFOR CONDUITAND DOWNSPOUT,SEE SHOPSFORMOREINFO.

CONDUITSIZES ANDLOCATIONS

EMBEDDEDPVCDOWNSPOUTLEADERPERWATER MANAGEMENTDRAWINGSC101/C102-CONNECTTOEXISTINGSUBSURFACEDRAINAGE INFRASTRUCTURE

2DEG. -2DEG. 1"SHEARTAB TYP. BR-3BRACE HSS4"x4" 1 2 FB-12BOLT C-1COLUMN TYP. CP-1COLUMNCAPPLATE FB-8 BOLT 2'-4 18 CTR. OF SHEAR TAB TO T.O. CP-1 WORKINGPOINT 1'-0" TYP. 8'-23 4 CTR.OFSHEARTABTOT.O.CP-1 6'-81 2 CTR.OFSHEARTABTOT.O.CP-1 1'-63 8 CTR.OFSHEARTABTOT.O.KINK 1/2" 1 SCALE:1-1/2"=1'-0" TYP.SECTIONATCOL.TOBR-3CONNECTION 6" TYP. 4 PV-405 2 PV-405 1"SHEARTAB TYP. BR-2,ALIGNWITH PURLINFLANGE. SEE4/PV405FOR DETAILS,TYP. 176.00° 1'-51 2 5"TYP. 10"TYP. BASE PLATE = 2'-2"
4 SCALE:3"=1'-0" PLANATCOLUMNBASE-13 4 2 34 10 14 BASEPLATE=1'-5" 2 5" FOUNDATION PERPV-031 Ø 23 4 24 72 34 10 14 (4PLACES) CL CL 5/16" TYP.AT FLANGES ELECTRICAL CONDUITS--
5/8" 1 516 1 516 1"
SEEELECTRICAL DRAWINGSFOR
3"
2 SCALE:3"=1'-0" DTL.ATBR-3ATCOLUMNWHEREOCCURS 1"SHEARTAB BR-3BRACE HSS4"x4" 1 3"TYP. 1'-0"TYP. 1/2" 5" TYP. 10" TYP. 3"TYP. FIELDBOLTNOTNECESSARY WITHWELDING C-1COLUMN 35/16" FULLLENGTH MIN. 1/4" PERWELD 5/16" FULLLENGTH MIN.51/4" PERWELD 1"SHEARTAB BR-3BRACE HSS4"x4" 1 FB-12FIELDBOLT CB-1CROSSBEAM 3 SCALE:3"=1'-0" DTL.ATBR-3ATCROSSBEAMWHEREOCCURS 1/2" BR-2,ALIGNWITH PURLINFLANGE. SEE4/PV-405FOR DETAILS,TYP. SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 BARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 1 4 3 2 1 A B C D KPFFJob#2000512 ENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-406 STRUCTURAL FRAMING DETAILS 2

(4)#12TEKSELFDRILLING SCREWSPERSIDE

GSB-1CGUTTERSUPPORT ANGLE,SEE10/PV-415FOR DETAIL

GSB-1AGUTTERSUPPORTBRACKET, SEE6/PV-415FORDETAIL DOWNSPOUTDESIGNBY OTHER.PIPINGTOBE INDEPENDENTLYSUPPORTED

1 SCALE:3"=1'-0"

SECTIONDETAIL:GUTTERSUPPORTAT2DEGREE

(1)GDE-1GASKET(DRIPEDGE)WITH PEELANDSTICKADHESIVETAPE

GSB-1BGUTTERSUPPORTANGLE, SEE9/PV-415FORDETAIL

GUTTERSEGMENT SEE9/PV-201WATER MANAGEMENTPLAN FORTYPE SEE6/PV-416FORPROFILEDETAIL

4 SCALE:3"=1'-0"

SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-1A)

GSB-2CGUTTERSUPPORTANGLE, SEE12/PV-415FORDETAIL

8 SCALE:3"=1'-0"

SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-1C)

(2)GDE-1GASKET(DRIPEDGE)WITH PEELANDSTICKADHESIVETAPE

GSB-2BGUTTERSUPPORTANGLE, SEE11/PV-415FORDETAIL

GSB-2AGUTTERSUPPORTBRACKET, SEE7/PV-415FORDETAIL

DOWNSPOUTDESIGNBY OTHER.PIPINGTOBE INDEPENDENTLYSUPPORTED

SECTIONDETAIL:GUTTERSUPPORTATVALLEY

2 SCALE:3"=1'-0"

(4)#12TEKSELFDRILLING SCREWSPERSIDE

GSB-3CGUTTERSUPPORTANGLE, SEE14/PV-415FORDETAIL

GUTTERSEGMENTSEE9/PV-201WATER MANAGEMENTPLAN FORTYPE SEE6/PV-416FORPROFILEDETAIL

GSB-3BGUTTERSUPPORTANGLE, SEE13/PV-415FORDETAIL

5 SCALE:3"=1'-0"

SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-2A)

10 SCALE:3"=1'-0"

GSB-3AGUTTERSUPPORT BRACKET,SEE8/PV-415 FORDETAIL

DOWNSPOUTDESIGNBY OTHER.PIPINGTOBE INDEPENDENTLYSUPPORTED

SECTIONDETAIL:GUTTERSUPPORTAT10DEGREE

3 SCALE:3"=1'-0"

GUTTERSEGMENT SEE9/PV-201WATER MANAGEMENTPLAN FORTYPE SEE6/PV-416FORPROFILEDETAIL

(1)GDE-1GASKET(DRIPEDGE)WITH PEELANDSTICKADHESIVETAPE

SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-3A)

6 SCALE:3"=1'-0"

3" 1" 3" 1" 3"
1"
SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-2C) 9 SCALE:3"=1'-0" SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-2B) 7 SCALE:3"=1'-0" SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-1B) 12 SCALE:3"=1'-0" SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-3C) 11 SCALE:3"=1'-0" SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-3B) 1'-415 16 6" 2 12 73 16 " 8" 2'-88 2 12 6" 11 38 1'-411 16 103 8 91 16 2'-9 6" 2 12 6" 6" 2 12 10 1316 10 1316 2 12 " 6" 2'-81 5" 1'-415 16 " 93 8 (2)FB-4FIELDBOLTSPERSIDE GSB-1CGUTTERSUPPORT ANGLE GSB-1BGUTTERSUPPORT ANGLE (2)FB-4FIELDBOLTS PERSIDE (2)FB-4FIELDBOLTS PERSIDE 21 2 2 5" 22 21 2 5" 92.07° 87.88° 21 2 21 2 21 2 21 2 5" 21 2 2" 5" 21 2 22 5" 86.20° 93.79° 100.00° 80.00° GSB-2CGUTTERSUPPORT ANGLE GSB-2BGUTTERSUPPORT ANGLE (2)FB-4FIELDBOLTS PERSIDE GSB-3CGUTTERSUPPORT ANGLE GSB-3BGUTTERSUPPORT ANGLE (2)FB-4FIELDBOLTS PERSIDE (2)FB-4FIELDBOLTS PERSIDE 9" 9" 8" 8" 9" 9" 11 14 5"
(2)FB-4
FIELDBOLTS PERSIDE
12 11 116 2 21 3'-01 8 11 161 84.26° 83.79° 90.07° 89.92°
(2)FB-4FIELDBOLTSPERSIDE
(2)FB-4FIELDBOLTSPERSIDE
(4)#12TEKSELFDRILLING SCREWSPERSIDE
SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 BARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 4 3 2 A B C D KPFFJob# 2000512 ENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-415 WATER MANAGEMENT DETAILS

(2)GDE-1GASKET(DRIPEDGE)WITH PEELANDSTICKADHESIVETAPE

GSB-4BGUTTERSUPPORTANGLE, SEE3/PV-416FORDETAIL

GSB-4CGUTTERSUPPORTANGLE, SEE4/PV-416FORDETAIL

3

SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-4B)

GSB-4AGUTTERSUPPORTBRACKET, SEE2/PV-416FORDETAIL DOWNSPOUTDESIGNBY OTHER.PIPINGTOBE INDEPENDENTLYSUPPORTED

1 SCALE:3"=1'-0"

SECTIONDETAIL:GUTTERSUPPORTATVALLEY

SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-4A)

2 SCALE:3"=1'-0"

SECTIONDETAIL-GUTTERSUPPORT(TYPEGSB-4C)

4 SCALE:3"=1'-0"

G-1GASKET(COMPRESSION) WITHPEEL&STICKADHESIVETAPE, INSTALLBELOWDRAINAGENOTCH PVPANEL

3" 1"
SCALE:3"=1'-0"
1'-5" 89 16 84 6" 2 21 6" 2 12 " 2'-916 GSB-4CGUTTERSUPPORT ANGLE (2)FB-4FIELDBOLTS PERSIDE (2)FB-4FIELDBOLTS PERSIDE 9" 9" 21 2 " 2" 5" 21 2 2" 5" 88.02° 88.09° 90.00° 90.00° GSB-4BGUTTERSUPPORT ANGLE (2)FB-4FIELDBOLTSPERSIDE 6 SCALE:3"=1'-0" SECTIONDETAIL-GASKET(COMPRESSION)ATPURLINJOINTS
1'-0" 8" 1" 8" 1" 5 SCALE:3"=1'-0" SECTIONDETAIL-GUTTERPROFILETYPEA GUTTERSEGMENT SEE9/PV-201WATER MANAGEMENTPLAN FORTYPE SEE6/PV-416FORPROFILEDETAIL CG-1THRUCG-3CENTERGUTTER GS-1THRUGS-2GUTTERSPLICE EG-1THRUEG-7ENDGUTTER
SCREWSPERSIDE SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 BARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 4 3 2 A B C D KPFFJob# 2000512 ENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-416 WATER MANAGEMENT DETAILS
(4)#12TEKSELFDRILLING

4"

UNISTRUTPLLC025OREQ.,TOP&BOT. SETSCREWTORQUE=3FT-LBS

LOCKNUTTORQUE=3.5FT-LBS

CROSSBEAMPERPLAN

#10SMS

FHOORFHSCLIPSOR EQUIVALENT@48"O.C.

HORIZONTALSPOUT4"DIA.MAX

UNISTRUTP1000,P5000OR EQUALAT4'-0"MAXONCENTER

1/2"HEXHEADCAPSCREW ANDCHANNELNUT

WMAX=7.5PLF(WITHOUTWATER)

WMAX=13.5PLF(FILLEDWITHWATER)

1 SCALE:3"=1'-0" PVCDOWNSPOUTSUPPORTSATCROSSBEAM(SIDE)

CROSSBEAMPERPLAN

UNISTRUTP1379SOREQ.,TOP&BOT. SETSCREWTORQUE=10FT-LBS

1/2"HEXHEADCAPSCREW ANDCHANNELNUT

UNISTRUTP1000,P5000OR EQUALAT4'-0"MAXONCENTER

#10SMSSCREW

4"

WMAX=15PLF(WITHOUTWATER)

WMAX=21PLF(FILLEDWITHWATER)

FHOORFHSCLIPSOR EQUIVALENT@48"O.C.

HORIZONTALSPOUT4"DIA.MAX

2 SCALE:3"=1'-0" PVCDOWNSPOUTSUPPORTSATCROSSBEAM(BOTTOM)

WMAX=15PLF(WITHOUTWATER)

WMAX=21PLF(FILLEDWITHWATER)

DOWNSPOUT4"DIA.MAX COLUMNPERPLAN

5 SCALE:3"=1'-0" DETAIL:PVCDOWNSPOUTMOUNTINGPIPECLAMP

4"ELECTRO-GALVANIZED SPLITRINGEXTENSION HANGERBYPIERS@48"O.C. DOWNSPOUT

(2)1/2"HEXHEADCAP SCREW,(2)WASHERS, &(2)NUTSEACHSIDE

PIPECLAMP@48"O.C. SEEPV-300SERIESFOR MOREINFORMATION. SEE5/PV-417FORPIPE CLAMPDETAIL.

3 SCALE:3"=1'-0"

PVCDOWNSPOUTMOUNTINGATCOLUMN(FRONTVIEW) ℄

COLUMNPERPLAN

PVCDOWNSPOUTMOUNTINGATCOLUMN(FRONTVIEW)

4 SCALE:3"=1'-0"

PIPECLAMP PER5/PV-417

4 -
34 " MIN. SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 BARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 4 3 2 4 3 2 A B C D KPFFJob# 2000512 ENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PV-417 WATER MANAGEMENT MOUNTING DETAILS
C.L. 123 45 6 7 89 FACEOFPURLINWEB FACEOFPURLINWEB C.L. 10 HOISTINGPT. HOISTINGPT. 10 PV-411 TYP. (12)MODULESSTARTUNIT=±40'-71 1112 C.L. 123 45 6 7 89 FACEOFPURLINWEB FACEOFPURLINWEB C.L. 10 HOISTINGPT. HOISTINGPT. 10 PV-411 TYP. (12)MODULESSTARTUNIT=37'-3" 11 C.L. 123 45 6 7 8 FACEOFPURLINWEB FACEOFPURLINWEB C.L. HOISTINGPT. 10 PV-411 TYP. (12)MODULESSTARTUNIT=±26'-112 C.L. 123 45 6 7 89 FACEOFPURLINWEB FACEOFPURLINWEB C.L. HOISTINGPT. HOISTINGPT. 10 PV-411 TYP. (12)MODULESSTARTUNIT=±30'-4" HOISTINGPT. SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 2 1 2 1 A B C D KPFFJob#2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PANEL UNIT ASSEMBLY PLANS PV-501 1/2"=1'-0"4PLAN:9PANELMIDDLEUNIT 1/2"=1'-0"3PLAN:8PANELMIDDLEUNIT 1/2"=1'-0"2PLAN:11PANELSTARTERUNIT 1/2"=1'-0"1PLAN:12PANELSTARTERUNIT
C.L. 123 45 6 7 89 FACEOFPURLINWEB FACEOFPURLINWEB C.L. HOISTINGPT. HOISTINGPT. 10 PV-411 TYP. (12)MODULESSTARTUNIT=±30'-6" C.L. 123 45 6 7 89 FACEOFPURLINWEB FACEOFPURLINWEB C.L. HOISTINGPT. HOISTINGPT. 10 PV-411 TYP. (12)MODULESSTARTUNIT=33'-101 10 C.L. 123 45 6 7 89 FACEOFPURLINWEB FACEOFPURLINWEB C.L. HOISTINGPT. HOISTINGPT. 10 PV-411 TYP. (12)MODULESSTARTUNIT=±50'-11" 101112131415 SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE AIFP SET (ISSUED FOR PERMIT) 06/02/21JSNB LINCOLN PUBLIC SCHOOLS 6 BALLFIELD ROAD 6 BALLFIELD ROAD LINCOLN, MA 01773 12134 0001774006 2 1 2 1 A B C D KPFFJob#2000512 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 5 E A B C D 5 LINCOLN, MA, 01773 0IFC SET (ISSUED FOR CONSTRUCTION, FOUNDATION MOB ONLY) 06/30/21JSNB 1IFC FULL SET (ISSUED FOR CONSTRUCTION) 09/22/21JSNB 2RECORD DRAWING SET 01/18/23JSJM PANEL UNIT ASSEMBLY PLANS PV-502 1/2"=1'-0"3PLAN:15PANELSTARTER/ENDUNIT 1/2"=1'-0"2PLAN:10PANELENDUNIT 1/2"=1'-0"1PLAN:9PANELENDUNIT

MATERIALSCHEDULE

FOUNDATION&SITEWORK

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSQUANTITYREQ'DFINISHDESCRIPTION/NOTES

-REBARCAGESEES001DRAWINGSSEES030SERIESDRAWINGS1PERFOUNDATION

-CONCRETESEES001DRAWINGSSEES030SERIESDRAWINGS--

STRUCTURALSTEEL

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSQUANTITYREQ'DFINISHDESCRIPTION/NOTES

BP-1BASEPLATEA572GR.502"PL.SEE400SERIESDRAWINGST.B.DHOTDIPGALVANIZED

CP-1COLUMNCAPPLATEA572GR.5013/4"PL.SEE400SERIESDRAWINGST.B.DHOTDIPGALVANIZED

CP-2COLUMNCAPPLATEA572GR.5013/4"PL.SEE400SERIESDRAWINGST.B.DHOTDIPGALVANIZED

C-1COLUMNW12x53SEE100&300SERIESDRAWINGST.B.DHOTDIPGALVANIZED

C-2COLUMNW12x58SEE100&300SERIESDRAWINGST.B.DHOTDIPGALVANIZED

C-3COLUMNW12x65SEE100&300SERIESDRAWINGST.B.DHOTDIPGALVANIZED

CB-1CROSSBEAMW18x50SEE100&300SERIESDRAWINGST.B.DHOTDIPGALVANIZED

CB-2CROSSBEAMW18x55SEE100&300SERIESDRAWINGST.B.DHOTDIPGALVANIZED

CB-3CROSSBEAMW21x55SEE100&300SERIESDRAWINGST.B.DHOTDIPGALVANIZED

G-1GIRDERW21x101SEE100&300SERIESDRAWINGST.B.DHOTDIPGALVANIZED

G-2GIRDERW21x111SEE100&300SERIESDRAWINGST.B.DHOTDIPGALVANIZED

G-3GIRDERW24x94SEE100&300SERIESDRAWINGST.B.DHOTDIPGALVANIZED

SP-1CROSSBEAMSPLICEPLATE1"A572Gr.50SEE400SERIESDRAWINGST.B.DHOTDIPGALVANIZED

SP-2GIRDERSPLICEPLATE1-1/4"A572Gr.50SEE400SERIESDRAWINGST.B.DHOTDIPGALVANIZED

SA-1BENTPLATEANGLE3/8"A572Gr.50SEE400SERIESDRAWINGST.B.DHOTDIPGALVANIZED

SA-2BENTPLATEANGLE3/8"A572Gr.50SEE400SERIESDRAWINGST.B.DHOTDIPGALVANIZED

PS-1PURLINSPLICEPLATE3/8"A572Gr.50SEE400SERIESDRAWINGST.B.DHOTDIPGALVANIZED

P1PURLINA65312GA.80ksi12x4x1CEEPURLINT.B.DG-235

BOLT&FASTENERS

PIECEMARKCOMPONENTNAMEMATERIALMANUFACTURE/

FB-8 FIELDBOLT COLUMNTOGIRDER CROSSBEAMSPLICE A325-1"ØTBDHOTDIPGALVANIZEDSEE300&400SERIESDRAWINGS

FB-10FIELDBOLT GIRDERSPLICEA325-11/4"ØTBDHOTDIPGALVANIZEDSEE300&400SERIESDRAWINGS

FB-5

FIELDBOLT GIRDERTOCROSSBEAM CROSSBEAMTOSA-1 SA-1TOPURLIN PURLINSPLICETOPURLIN PURLINBLOCKINGTOPURLIN

FB-7FIELDBOLT GIRDERBRACINGTOCROSSBEAM

A325-5/8"ØTBDHOTDIPGALVANIZEDSEE300&400SERIESDRAWINGS

A325-3/4"ØTBDHOTDIPGALVANIZEDSEE300&400SERIESDRAWINGS

MB-1MOUNTINGBOLT-PURLINTOPV PANEL18-8STAINLESS-1/4"ØX1"LONGW/FLANGEHEXHEADTBDN/ASEEDRAWINGS

#TEKSCREWFIELDSCREW-PURLINTOPURLINCOVER

STEEL-1/4"X3/4"LONG-W/HEXHEAD&WASHER,ITW-BUILDEXTBDCLIMEASEALSEEDRAWINGS

BL-1PURLINBLOCKING18GA.GRADE339"(H)X2-1/2"(W)X49-1/2"(L)T.B.DG-235 PC-1PURLINCOVER18GA.GRADE332"X12-1/8"X2"XVARYINGLENGTHT.B.DG-235
VENDERUNITDIMENSIONSQUANTITYREQ'DFINISHDESCRIPTION/NOTES
-
SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" 1 2" IFBARNOTONEINCH,DRAWINGISNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 1234 1234 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A STRUCTURAL MATERIAL SCHEDULE S005

NOTES

1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.

2.THISDESIGNASSUMESTHATTHESITEWILLBEPREPAREDBYSUNPOWERAS REQUIREDTOMEETALLTOLERANCESOFTHEPROPOSEDARRAY

3.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYTALISMANCIVILCONSULTANTS.

4.THISDRAWINGISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATION ONTHISSHEETAREFORREFERENCEPURPOSESONLY.

56x62 48x44 50x44 45x44 48x44 6x74 52x44 6x54 6x54 6x70 40x26 53x26 45x44 42x44 40x62 43x44 48x44 APPX.DIST. 27'-215 16 APPX.DIST. 26'-15 8 " APPX.DIST. 28'-27 16 APPX.DIST. 29'-63 8 " APPX.DIST. 34'-216 APPX.DIST. 61'-0" APPX.DIST. 47'-23 8 APPX.DIST. 33'-1015 16 APPX.DIST. 29'-33 8 APPX.DIST. 40'-99 16 " APPX.DIST. 51'-71 2 " APPX.DIST. 27'-115 8 APPX.DIST. 26'-93 8 APPX.DIST. 26'-615 16 APPX.DIST. 40'-113 16 APPX.DIST. 59'-111 8 APPX.DIST. 41'-31 APPX.DIST. 60'-5" APPX.DIST 47'-415 16 " APPX.DIST 42'-83 8 APPX.DIST 41'-55 8 " APPX.DIST 60'-01 4 " APPX.DIST. 34'-43 8 1 SCALE:NTS CANOPYLAYOUT N
SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 2" IFBARISNOTONEINCH,DRAWING NOTTOSCALE A05-21-2021KS/JSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A CANOPY: 1 CANOPY: 2 CANOPY: 3 CANOPY: 4 CANOPY: 15 CANOPY: 16 CANOPY: 17 CANOPY: 12 CANOPY: 11 CANOPY: 10 CANOPY: 9 CANOPY: 8 CANOPY: 7 CANOPY: 5 EXISTINGCRASH GATETOREMAIN (NOCHANGE) CANOPY: 6 CANOPY: 13 CANOPY: 14 SITE PLAN: LOT 9 CANOPY LAYOUT S011 B B B B B B B B EXISTINGCRASH GATETOREMAIN (NOCHANGE) 7 6 5 4 3 2 1 C B A 7 6 5 4 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 7 6 5 4 8 7 6 5 4 8 7 6 5 4 8 7 6 5 4 8 9 J H G F J H G F 7 6 8 9 5 4 3 2 1 1 C B A 7 6 5 4 3 2 1 C B A 3 2 1 7 6 5 4 8 3 2 1 7 6 5 4 8 3 2 1 7 6 5 4 3 2 1 7 6 5 4 3 2 1 4 7 6 5 C B A C B A E D 1 2 3 4 5 76 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 76 5 4 3 2 1 E D C B A C B A C B A C B A

NOTES

1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.

2.THISDESIGNASSUMESTHATTHESITEWILLBEPREPAREDBYSUNPOWERAS REQUIREDTOMEETALLTOLERANCESOFTHEPROPOSEDARRAY

3.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYTALISMANCIVILCONSULTANTS.

4.THISDRAWINGISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATION ONTHISSHEETAREFORREFERENCEPURPOSESONLY.

6x74 6x54 6x54 6x70 1 SCALE:NTS CANOPYLAYOUT
CANOPY: 1 CANOPY: 2 CANOPY: 3 CANOPY: 4 CANOPY: 15 CANOPY: 16 CANOPY: 17 CANOPY: 12 CANOPY: 11 CANOPY: 10 CANOPY: 9 CANOPY: 8 CANOPY: 7 CANOPY: 5 N S011A SITE PLAN: LOT 9 CANOPY LAYOUT CANOPY: 6 7 6 5 4 3 2 1 C B A 7 6 5 4 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 7 6 5 4 8 7 6 5 4 8 7 6 5 4 8 7 6 5 4 8 9 J H G F J H G F 7 6 8 9 5 4 3 2 1 C B A 7 6 5 4 3 2 1 C B A 3 2 1 7 6 5 4 8 3 2 1 7 6 5 4 8 3 2 1 7 6 5 4 3 2 1 7 6 5 4 3 2 1 4 7 6 5 C B A C B A E D 1 2 3 4 5 76 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 76 5 4 3 2 1 E D C B A C B A C B A C B A SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 2" IFBARISNOTONEINCH,DRAWING NOTTOSCALE A06-04-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B10-05-2021KS/JSAM RIDER COMMENTS A 012-03-2021KSAM ISSUE FOR 30% DESIGN EXISTINGCRASH GATETOREMAIN (NOCHANGE) S015 DESCRIPTION DATEDBCB05-21-2021KS/JSAM CONTRACT DOCUMENT SUBMITTAL 09-03-2021KS/JSAM RIDER COMMENTS A

1.PROTECTIVECONCRETEPIERINCLUDEDIN CONTRACTORSCOPEONLY,PILEBYKELLER.

2.SEEKELLER'SDRAWINGSFORPILEANDCASING DEPTHTABLEANDADDITIONALDETAILS.

3.SEEELECTRICALDRAWINGSFORDETAILSOF GROUNDINGATPOWERCOLUMNSAREQUIRED, ELECTRICALCONDUIT&UNDERGROUNDCIRCUITS.

SEEKELLER DRAWINGS

NOTES

1.PROTECTIVECONCRETEPIERINCLUDEDIN CONTRACTORSCOPEONLY,PILEBYKELLER.

2.SEEKELLER'SDRAWINGSFORPILEANDCASING DEPTHTABLEANDADDITIONALDETAILS.

3.SEEELECTRICALDRAWINGSFORDETAILSOF GROUNDINGATPOWERCOLUMNSAREQUIRED, ELECTRICALCONDUIT&UNDERGROUNDCIRCUITS.

SEEFOUNDATION DESIGNBYOTHERS

1TYP. 2'-0" MIN. 4'-0" MAX. T.O.PAVING ELEV.VARIES T.O.PIER T.O.FOUNDATION B.O.FOUNDATION ELEV.VARIES 8" MIN. CONTRACTORSCOPE
TYP. 1TYP. (8)#6VERTICALREBAR
@6" GRADE ELEV=0'-0" T.O.PIER ELEV=0'-0" 1 12 " CLR. 3" CLR. MATCHEXISTING 2'-0" MIN. 4'-0" MAX.
90DEG.HOOKATBOTTOM (TYP.) #4SPIRALREBAR
3'-6"MIN. NOTES
12" MIN. (4)ANCHORRODS STRUCTURALCOLUMN 24"DIA.CASING BYOTHERS #4SPIRALREBAR (8)#4VERTICALREBAR CONC. CASING DIAMETER= 3'-6" 3" CLR. 6 12 2" 2" 6 12 45COLUMNCL 32"DIA.x1-1/2"THICK CASINGCAPPLATEABOVE (BYOTHERS) 7 7" 5 SCALE:1"=1'-0" (SEEKELLERDESIGNDOCUMENTSFORDETAILS) SECTION:DRILLEDFOUNDATION 1 SCALE:1"=1'-0" PLAN:TOPOFPIER SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 IFBARISNOTONEINCH,DRAWING NOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A PROTECTIVE CONCRETE CASING S031 4 SCALE:1"=1'-0" DETAIL:PROTECTIVECONCRETECASING

1

NOTE ILLUSTRATEDPVFRAMINGLAYOUTUSINGTYPICAL SUNPOWER:E-20-435ISFORREFERENCEONLY. REFERTOSTRUCTURALPERMITPACKAGEFOR

FINAL/ACTUALFRAMINGLAYOUT.

PIECEMARKS

I.D.DESCRIPTION

C-XCOLUMN

CB-XCROSSBEAM

G-XGIRDER

P#-A/BPURLIN

PS-1PURLINSPLICE,SEE4/S421

SA-XPURLINBRACKET,SEE2/S422

BL-2BLOCKING,SEE5/S421

GS-1GIRDERSPLICE,SEE4/S406

CBS-1CROSSBEAMSPLICE,SEE5/S406

BR-1GIRDERBRACING,SEE3/S406

BR-2CROSSBEAMBRACING,SEE4/S406

SEES005MATERIALSCHEDULEFORCOMPLETELIST

ANDMATERIALDESCRIPTIONS

PLAN:HRSFRAMING(CANOPY10)

SCALE:1/16"=1'-0"(LAYOUT44x43)

BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 GS-1 GS-1 GS-1 GS-1 C-2 C-2 C-2 G-1 1 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 GS-1 GS-1 GS-1 GS-1 C-2 C-2 C-2 G-1 7 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 GS-1 GS-1 GS-1 GS-1 C-2 C-2 C-2 G-1 40'-38 GIRDERSPACING 6 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 GS-1 GS-1 GS-1 GS-1 C-2 C-2 C-2 G-1 45'-0" GIRDERSPACING 5 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 GS-1 GS-1 GS-1 GS-1 C-2 C-2 C-2 G-1 45'-0" GIRDERSPACING 2 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 GS-1 GS-1 GS-1 GS-1 C-2 C-2 C-2 G-1 45'-0" GIRDERSPACING 3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 GS-1 GS-1 GS-1 GS-1 C-2 C-2 C-2 G-1 45'-0" GIRDERSPACING 4 45'-0" GIRDERSPACING 12'-42 CANTILEVER 31'-3 16 CB SPACING 31'-3 16 CB SPACING 29'-6 16 CB SPACING 30'-2 16 CB SPACING 13'-2 16 CB SPACING 13'-10 13 16 3'-81 16 17'-4 2 16'-3 16 15'-0" 15'-0" 14'-6 16 15'-5 9 16 14'-9" 13'-2 11 16 2'-0" 59'-9"COLUMN SPACING 60'-0"COLUMN SPACING C B A A1 B1 C1 D1 E1 F1 13'-113 4 CBSPLICE 13'-114 CBSPLICE 45'-0" CB-1B 45'-0" CB-1B 44'-6" CB-1A 13'-113" CBSPLICE 45'-0" CB-1B 13'-113" CBSPLICE 45'-0" CB-1B 13'-11 CBSPLICE 40'-9 CB-1E 13'-53" CBSPLICE 25'-104 CB-1F 13'-5 CANTILEVER CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 S-306 S-306 2/3 2'-6 291'-15 8 30'-0" 30'-0" 33'-8" 17'-6" 30'-0"
HRS FRAMING PLAN: CANOPY 10
S104
N C CCCCC C C SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" 2 IFBARISNOTONEINCH,DRAWINGNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A C11-03-2021KS/JSAM RIDER COMMENTS B C11-03-2021KS/JSAM RIDER COMMENTS B

NOTE: ILLUSTRATEDPVFRAMINGLAYOUTUSINGTYPICAL

SUNPOWER:E-20-435ISFORREFERENCEONLY. REFERTOSTRUCTURALPERMITPACKAGEFOR FINAL/ACTUALFRAMINGLAYOUT.

PIECEMARKS

I.D.DESCRIPTION

C-XCOLUMN

CB-XCROSSBEAM G-XGIRDER

P#-A/BPURLIN

PS-1PURLINSPLICE,SEE4/S421

SA-XPURLINBRACKET,SEE2/S422

BL-2BLOCKING,SEE5/S421

GS-1GIRDERSPLICE,SEE4/S406

CBS-1CROSSBEAMSPLICE,SEE5/S406

BR-1GIRDERBRACING,SEE3/S406

BR-2CROSSBEAMBRACING,SEE4/S406

SEES005MATERIALSCHEDULEFORCOMPLETELIST ANDMATERIALDESCRIPTIONS

2SCALE:1/16"=1'-0"(LAYOUT26x53)

PLAN:HRSFRAMING(CANOPY16)

BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 2'-0" 31'-3 16 CB SPACING 31'-3 16 CB SPACING 13'-10 13 16 17'-41 2 16'-3 5 16 15'-0" G1 H1 J1 13'-113 CBSPLICE 45'-0" CB-2E 44'-6" CB-2B 13'-11 CBSPLICE 45'-0" CB-2E 13'-11 CBSPLICE 13'-44 CANTILEVER 7 19'-101 GIRDERSPACING 6 45'-0" GIRDERSPACING 1 45'-0" GIRDERSPACING 2 45'-0" GIRDERSPACING 3 45'-0" GIRDERSPACING 54 45'-0" GIRDERSPACING 60'-0"COLUMN SPACING E D K1 45'-0" CB-2E 13'-11 CBSPLICE 45'-0" CB-2E 13'-114 CBSPLICE 47'-2" CB-2H 13'-53 CANTILEVER CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 3'-4 15 16 10'-5 8 CB SPACING 10'-51 8 S-308 S-308 2/3 2'-6 3 271'-81 27'-5" 33'-8" 17'-4" BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3BR-3 GS-2 GS-2 C-2 C-2 G-2 12'-41 CANTILEVER 9 18'-35 GIRDERSPACING 8 45'-0" GIRDERSPACING 1 45'-0" GIRDERSPACING 2 45'-0" GIRDERSPACING 3 60'-0"COLUMN SPACING E D 8 45'-0" GIRDERSPACING 8 45'-0" GIRDERSPACING 45'-0" GIRDERSPACING 3 45'-0" GIRDERSPACING 3 10'-5 8 2'-0" 31'-3 5 CB SPACING 31'-3 5 CB SPACING 13'-10 13 3'-4 15 17'-41 16'-3 5 15'-0" 45'-0" CB-1B 44'-6" CB-1A 13'-11 CBSPLICE 45'-0" CB-1B 13'-11 CBSPLICE 45'-0" CB-1B 13'-11 CBSPLICE 13'-114 CBSPLICE G1 H1 J1 K1 45'-0" CB-1B 13'-114 CBSPLICE 45'-0" CB-1B 13'-113 4 CBSPLICE 45'-0" CB-1B 13'-113 CBSPLICE 44'-78 CB-1J 13'-5 CANTILEVER CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 10'-51 S-309 S-309 2/3 359'-15" 27'-5" 33'-8" 17'-4"
PLAN:HRSFRAMING(CANOPY11)
1SCALE:1/16"=1'-0"(LAYOUT26x40)
S105 HRS FRAMING PLAN: CANOPY 11 & 16
N N C C C CCCC CCCCCCC C C SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A C11-03-2021KS/JSAM RIDER COMMENTS B C11-03-2021KS/JSAM RIDER COMMENTS B

NOTE ILLUSTRATEDPVFRAMINGLAYOUTUSINGTYPICAL SUNPOWER:E-20-435ISFORREFERENCEONLY. REFERTOSTRUCTURALPERMITPACKAGEFOR FINAL/ACTUALFRAMINGLAYOUT.

PIECEMARKS

I.D.DESCRIPTION

C-XCOLUMN

CB-XCROSSBEAM

G-XGIRDER

P#-A/BPURLIN

PS-1PURLINSPLICE,SEE4/S421

SA-XPURLINBRACKET,SEE2/S422

BL-2BLOCKING,SEE5/S421

GS-1GIRDERSPLICE,SEE4/S406

CBS-1CROSSBEAMSPLICE,SEE5/S406

BR-1GIRDERBRACING,SEE3/S406

BR-2CROSSBEAMBRACING,SEE4/S406

SEES005MATERIALSCHEDULEFORCOMPLETELIST

ANDMATERIALDESCRIPTIONS

13'-33" CANTILEVER 9 38'-81 GIRDERSPACING 8 45'-0" GIRDERSPACING 1 45'-0" GIRDERSPACING 2 45'-0" GIRDERSPACING 3 57'-10 13 16 COLUMN SPACING F G 57'-11 3 16 COLUMN SPACING H 57'-11"COLUMN SPACING J 26'-7 11 CB SPACING 31'-3 5 CB SPACING 30'-3 5 CB SPACING 9'-3 16 17'-41 2 16'-3 16 15'-0" 16'-3 16 14'-0" R1 S1 T1 Q1 27'-7 11 CB SPACING 16'-0" 11'-7 16 P1 31'-3 5 CB SPACING 15'-0" 16'-3 16 N1 26'-7 11 CB SPACING 15'-9 16 10'-10" M1 12'-8 7 CB SPACING 2'-0" L1 7 45'-0" GIRDERSPACING 6 45'-0" GIRDERSPACING 5 45'-0" GIRDERSPACING 45'-0" GIRDERSPACING 4 45'-0" CB-1B 44'-6" CB-1A 13'-113 4 CBSPLICE 45'-0" CB-1B 13'-113 CBSPLICE 13'-11 CBSPLICE GS-1 GS-1 GS-1 GS-1 GS-1 GS-1 GS-1 GS-1 45'-0" CB-1B 13'-11 CBSPLICE 45'-0" CB-1B 13'-11 CBSPLICE 45'-0" CB-1B 13'-11 CBSPLICE 45'-0" CB-1B 13'-114 CBSPLICE 27'-3 CB-1M 13'-114 CBSPLICE 38'-81 CB-1L 13'-53 4 CANTILEVER CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 GS-3 GS-3 GS-3 GS-3 GS-3 GS-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 G-3 C-2 C-2 C-2 C-2 GS-3 GS-3 GS-3 GS-3 GS-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 G-3 C-2 C-2 C-2 C-2 GS-3 GS-3 GS-3 GS-3 GS-3 GS-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 G-3 C-2 C-2 C-2 C-2 GS-3 GS-3 GS-3 GS-3 GS-3 GS-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 G-3 C-2 C-2 C-2 C-2 GS-3 GS-3 GS-3 GS-3 GS-3 GS-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 G-3 C-2 C-2 C-2 C-2 GS-3 GS-3 GS-3 GS-3 GS-3 GS-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 G-3 C-2 C-2 C-2 C-2 GS-3 GS-3 GS-3 GS-3 GS-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 G-3 C-2 C-2 C-2 C-2 GS-3 GS-3 GS-3 GS-3 GS-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 G-3 C-2 C-2 C-2 C-2 GS-3 GS-3 GS-3 GS-3 GS-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 G-3 C-2 C-2 C-2 C-2 2'-0" 11'-7" CB SPACING CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CBS-1 CB-1 U1 12'-8 8 S-311 S-311 2/3 380'-61 25'-7" 32'-1" 26'-7" 30'-0" 31'-4" 33'-7" 22'-11" 1SCALE:1/16"=1'-0"(LAYOUT62x56)
HRS FRAMING PLAN: CANOPY 17
PLAN:HRSFRAMING(CANOPY17) S108
N C C CCCCCC C SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 0 0 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" " IFBARISNOTONEINCH,DRAWINGNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A C11-03-2021KS/JSAM RIDER COMMENTS B C11-03-2021KS/JSAM RIDER COMMENTS B

NOTE ILLUSTRATEDPVFRAMINGLAYOUTUSINGTYPICAL SUNPOWER:E-20-435ISFORREFERENCEONLY.

REFERTOSTRUCTURALPERMITPACKAGEFOR

FINAL/ACTUALFRAMINGLAYOUT.

PIECEMARKS

I.D.DESCRIPTION

C-XCOLUMN

CB-XCROSSBEAM

G-XGIRDER

P#-A/BPURLIN

PS-1PURLINSPLICE,SEE4/S421

SA-XPURLINBRACKET,SEE2/S422

BL-2BLOCKING,SEE5/S421

GS-1GIRDERSPLICE,SEE4/S406

CBS-1CROSSBEAMSPLICE,SEE5/S406

BR-1GIRDERBRACING,SEE3/S406

BR-2CROSSBEAMBRACING,SEE4/S406

SEES005MATERIALSCHEDULEFORCOMPLETELIST

ANDMATERIALDESCRIPTIONS

1SCALE:1/16"=1'-0"(LAYOUT54x6)

PLAN:HRSFRAMING(CANOPY13&14)

31'-3 5 16 CB SPACING 10'-4 13 16CANTILEVER 1 31'-3 5 16 CB SPACING 2 31'-3 5 16 CB SPACING 3 31'-3 5 16 CB SPACING 4 31'-3 5 16 CB SPACING 5 6'-111 8 CB SPACING 6 7 13'-10 13 16 CB SPACING CB-3 C-1 CB-3 C-1 CB-3 C-1 CB-3 C-1 CB-3 C-1 CB-3 C-1 CB-3 C-1 S-301 40'-61 4 TYP. HRS FRAMING PLAN:T-CANOPY 13 & 14 S109
N SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" 2" IFBARISNOTONEINCH,DRAWINGNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D KPFFJob#:2000010 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A

NOTE: ILLUSTRATEDPVFRAMINGLAYOUTUSINGTYPICAL

SUNPOWER:E-20-435ISFORREFERENCEONLY. REFERTOSTRUCTURALPERMITPACKAGEFOR FINAL/ACTUALFRAMINGLAYOUT.

PIECEMARKS

C-XCOLUMN

CB-XCROSSBEAM

G-XGIRDER

P#-A/BPURLIN

PS-1PURLINSPLICE,SEE4/S421

SA-XPURLINBRACKET,SEE2/S422

BL-2BLOCKING,SEE5/S421

GS-1GIRDERSPLICE,SEE4/S406

CBS-1CROSSBEAMSPLICE,SEE5/S406

BR-1GIRDERBRACING,SEE3/S406

BR-2CROSSBEAMBRACING,SEE4/S406

SEES005MATERIALSCHEDULEFORCOMPLETELIST ANDMATERIALDESCRIPTIONS

KPFFJob#:2000010 STRUCTURALENGINEER

1'-0" 1'-0"

BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 BL-1

BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1

BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2

BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 BL-1 BL-1 10'-51 10'-51 BL-1 BL-1 12'-2 11 5'-111 8 10'-4 13 9'-51 BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 BL-1 1'-0" BL-1 PS-1 PS-1 PS-1 7654321 A1 B1 C1 D1 E1 F1 S-306 4 S-306 2/3 1'-0" 8'-101'-0"1 9'-01'-0"7 BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1

BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 BL-1

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 PURLIN A UNIT(PAIR-1)

BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 PURLIN B PURLIN A UNIT(PAIR-1)

BL-1

BL-1

REVISIONS

N

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A (PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A (PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A (PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN B PURLIN A UNIT(PAIR-1)

PURLIN A UNIT(PAIR-1)

PLAN:CRSFRAMING(CANOPY10)

4 3 2 1 A B C D

1SCALE:1/16"=1'-0"(LAYOUT44x43)

CRS FRAMING PLAN: CANOPY 10

05-21-2021KSAM

BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 DATEDBCB PROJECT OPPORTUNITY

3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B

A

09-03-2021KS/JSAM RIDER COMMENTS A

-

-

THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430 -

ENGINEER'SSTAMP 01" 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE

C6630 4 3 2 1

S114

123 45 6 7 8910111213141516171819202122232425262728293031323334353637383940414243 44 234589101112131415161718192021222324252627282930313233343536373839404142 PURLIN P1 = 48'-71 4 (14) PANELS UNIT PURLIN P2 = 31'-2 3 4 (9) PANELS UNIT PURLIN P3 = 27'-91 16 (8) PANELS UNIT PURLIN P4 = 45'-1 9 16 (13) PANELS UNIT 6'-11 8 PURLIN SPLICE 6'-11 8 PURLIN SPLICE 5'-2 16 PURLIN SPLICE 43 9'-51 10'-51 10'-51 9'-101 9'-101 10'-0 7 10'-0 7
BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1
BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 SHEET
BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 00 5 5 0 REV DESIGN #
BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1BL-1 DESCRIPTION
I.D.DESCRIPTION

NOTE: ILLUSTRATEDPVFRAMINGLAYOUTUSINGTYPICAL

SUNPOWER:E-20-435ISFORREFERENCEONLY.

REFERTOSTRUCTURALPERMITPACKAGEFOR

FINAL/ACTUALFRAMINGLAYOUT.

PIECEMARKS

I.D.DESCRIPTION

C-XCOLUMN

CB-XCROSSBEAM

G-XGIRDER

P#-A/BPURLIN

PS-1PURLINSPLICE,SEE4/S421

SA-XPURLINBRACKET,SEE2/S422

BL-2BLOCKING,SEE5/S421

GS-1GIRDERSPLICE,SEE4/S406

CBS-1CROSSBEAMSPLICE,SEE5/S406

BR-1GIRDERBRACING,SEE3/S406

BR-2CROSSBEAMBRACING,SEE4/S406

SEES005MATERIALSCHEDULEFORCOMPLETELIST ANDMATERIALDESCRIPTIONS

PLAN:CRSFRAMING(CANOPY13&14)

123456 PURLIN B PURLIN A UNIT(PAIR-1) PURLIN B UNIT(PAIR-1) PURLIN B PURLIN A UNIT(PAIR-1) PURLIN B PURLIN A UNIT(PAIR-1) PURLIN B PURLIN A (PAIR-1) PURLIN B PURLIN A UNIT(PAIR-1) 123 45 6 7 8910111213141516171819202122232425262728293031323334353637383940414243 44 45 46 47 484950515253 54 PURLIN P1 = 48'-7 4 (14) PANELS UNIT A PURLIN P2 = 31'-2 4 (9) PANELS UNIT 6'-111 8 PURLIN SPLICE 6'-111 8 PURLIN SPLICE PURLIN P4 = 45'-1 16 (13) PANELS UNIT BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 10'-5 8 10'-5 8 BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 9'-5 8 10'-5 8 10'-5 8 BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 9'-5 8 10'-5 8 10'-5 8 PURLIN P2 = 31'-2 4 (9) PANELS UNIT 6'-111 8 PURLIN SPLICE BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 9'-5 8 10'-5 8 10'-5 8 6'-111 8 PURLIN SPLICE BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 9'-5 8 10'-5 8 10'-5 8 PURLIN P2 = 31'-2 4 (9) PANELS UNIT BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 5'-111 8 12'-10 16 9'-5 16 BL-1BL-1BL-1BL-1BL-1BL-1 10'-4 16 S-301 1 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 BL-1BL-1BL-1BL-1BL-1BL-1 SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" 1 2 IFBARNOTONEINCH,DRAWINGISNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A CRS FRAMING PLAN:T-CANOPY 13 & 14
1SCALE:1/16"=1'-0"(LAYOUT54x6)
S119
N

NOTE SEEELECTRICALDRAWINGSFOR LOCATIONS&DETAILSOFINVERTER OR/ANDELECTRICALEQUIP.

MAX. HEIGHT = 19'-1" MAY VARY BASED ON SITE TOPOGRAPHY 2'-0" MIN. 4'-0" MAX.
CL
PURLIN
PVPANEL 31 2 TYP. EXISTING APPROXIMATE CLEARANCE = 10'-6" AT BELOW BEAM C-1COLUMN 11 2 TYP. EXISTINGCANOPY TOBEREMOVED EXISTINGGRADE EXISTINGELEVATED PEDESTRIANWALKWAY APPX. MIN. CLEARANCE = 14'-9" AT EDGE OF CANOPY FINAL ELEVATION MAY VARY PER FIELD CONDITION 2'-238 " TYP. 2'-1 38"TYP. 3 S407 FOUNDATION PERKELLER 2 S401 T.O. BASEPLATE TO B.0 CAP PLATE= 12'-4" PVINVERTER PERELECTRICAL PLANS 2'-6" 35'-616 2'-6" 40'-616 6" 4'-6 3'-213 16 4'-6 1'-37 16 4'-6 3'-213 16 4'-6 1'-316 4'-62 3'-213 16 4'-62 6" 40'-7" 1 SCALE:3/4"1'-0" TYPICALSECTION:(6)PANELCANOPY SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA ( 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 2" IFBARISNOTONEINCH,DRAWING NOTTOSCALE A06-04-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A C11-03-2021KS/JSAM RIDER COMMENTS B TYPICAL T-CANOPY SECTION S301 C C11-03-2021KS/JSAM RIDER COMMENTS B
CB-3CROSSBEAM BR-2BRACE

OVERALLLONGITUDINALSECTION:CANOPY10(44x43)

1SCALE:1/16"=1'-0"

PARTIALLONGITUDINALSECTION:CANOPY10(44x43)

2SCALE:1/8"1'-0"

PARTIALLONGITUDINALSECTION:CANOPY10(44x43)

3SCALE:1/8"1'-0"

LATITUDINALSECTION:CANOPY10(44x43)

4SCALE:1/8"1'-0"

2 3 4 5 6 13'-4"40'-338" 45'-0" 45'-0" 45'-0"3 4 5 6 7 292'-134" PVPANEL PERPLAN PURLIN PERPLAN CROSSBEAM PERPLAN GIRDER PERPLAN COLUMN PERPLAN S406 S406 S401 11'-64 10'-1191612'-0716 15'-2" 7'-10" 9'-11587'-91516 10'-0" 13'-01" PVINVERTER PERELECT. PLANS PANELBOARDPER ELECT.PLANS S-406 6 5'-916 3'-716 " 312" TYP. 112" TYP. 14'-0"MINIMUM CLEARANCE A B C PVPANEL PERPLAN PURLIN PERPLAN GIRDER PERPLAN TYP. COLUMN PERPLAN TYP. PVINVERTER PERELECT. PLANS PANELBOARDPER ELECT.PLANS 6" TYP. 1'-0"MAX 9'-9" MIN. TO B.O SUPPORT CANOPY HEIGHT = 20'-113 16 ACTUAL HEIGHT MAY VARY PER FIELD CONDITIONS 45'-0" 45'-0" 45'-0" 45'-0"1 2 3 4 5 312 TYP. 112" TYP. PVPANEL PERPLAN PURLIN PERPLAN CROSSBEAM PERPLAN GIRDER PERPLAN COLUMN PERPLAN 15'-2" 7'-10" 9'-1157'-91516 10'-0" 13'-04 14'-21 8'-98 8'-1134 13'-6316 " 14'-0"MINIMUM CLEARANCE PVINVERTER PERELECT. PLANS PANELBOARDPER ELECT.PLANS 5'-9316 3'-7716 " 4'-916 SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE A06-04-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A C11-03-2021KS/JSAM RIDER COMMENTS B
MATCH LINE SEE 2/-MATCH LINE SEE 3/-MATCH LINE SEE 2/-MATCH LINE SEE 2/-- SECTION: CANOPY 10
S306
C C C11-03-2021KS/JSAM RIDER COMMENTS B

OVERALLLONGITUDINALSECTION:CANOPY11(26x40)

1SCALE:1/16"=1'-0"

PARTIALLONGITUDINALSECTION:CANOPY11(26x40)

2SCALE:1/8"1'-0"

PARTIALLONGITUDINALSECTION:CANOPY11(26x40)

3SCALE:1/8"1'-0"

LATITUDINALSECTION:CANOPY11(26x40)

4SCALE:1/8"1'-0"

1 2 3 4 5 6 13'-41 219'-101 2 " 45'-0" 45'-0" 45'-0" 45'-0" 45'-0"2 3 4 5 76 31 2 " TYP. 11 2 " TYP. 271'-91 4 11 2 " TYP. PVPANEL PERPLAN PURLIN PERPLAN PURLIN PERPLAN CROSSBEAM PERPLAN CROSSBEAMGIRDERPERPLAN PERPLAN COLUMN PERPLAN 8'-103 4 S406 S406 S401 12'-01 4 12'-0165'-9" 9'-117'-9 13 16 13'-019'-117 8 8'-911 1614'-25 16 PVINVERTER PERELECT. PLANS PANELBOARDPER ELECT.PLANS S-406 6 15'-216 14'-0"MINIMUM CLEARANCE D E PVPANEL PERPLAN PURLIN PERPLAN CROSSBEAM PERPLAN GIRDER PERPLAN TYP. COLUMN PERPLAN TYP. PVINVERTER PERELECT. PLANS PANELBOARDPER ELECT.PLANS 9'-9" MIN. TO B.O SUPPORT 6" TYP. 1'-0"MAX CANOPY HEIGHT = 20'-1 13 16 ACTUAL HEIGHT MAY VARY PER FIELD CONDITIONS 45'-0" 45'-0" 45'-0" 45'-0" 13'-61 161 2 3 4 271'-91 4 31 2 TYP. 11 2 " TYP. PVPANEL PERPLAN PURLIN PERPLAN CROSSBEAM PERPLAN GIRDER PERPLAN COLUMN PERPLAN 12'-03 16 9'-117'-9" 13 16 13'-01 9'-11" 7 8 8'-911 1614'-25 16 8'-1115 16 " 14'-0"MINIMUM CLEARANCE PVINVERTER PERELECT. PLANS PANELBOARDPER ELECT.PLANS S-406 6 SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE A06-04-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A C11-03-2021KS/JSAM RIDER COMMENTS B
MATCH LINE SEE 2/-MATCH LINE SEE 3/-MATCH LINE SEE 2/-MATCH LINE SEE 2/-- SECTION: CANOPY 11
S308
C C C11-03-2021KS/JSAM RIDER COMMENTS B

1SCALE:1/16"=1'-0" OVERALLLONGITUDINALSECTION:CANOPY17(62x56)

PARTIALLONGITUDINALSECTION:CANOPY17(62x56)

2SCALE:1/8"1'-0"

PARTIALLONGITUDINALSECTION:CANOPY17(62x56)

3SCALE:1/8"1'-0"

LATITUDINALSECTION:CANOPY17(62x56)

4SCALE:1/8"1'-0"

1 2 4 6 7 8 4 5 6 7 8 9 380'-63 4 45'-0" 45'-0" 45'-0" 45'-0" 38'-81 2 13'-43 16 S406 S406 S401 10'-113 86'-1016 8'-105 16 16'-12 11'-07 8 11'-111 1611'-011 16 7'-8 15'-38 7'-813 1610'-1" PVPANEL PERPLAN PURLIN PERPLAN CROSSBEAM PERPLAN GIRDER PERPLAN COLUMN PERPLAN CROSSBEAM PERPLAN GIRDER PERPLAN COLUMN PERPLAN PVINVERTER PERELECT. PLANS PANELBOARDPER ELECT.PLANS S-406 6 6'-815 16 5'-1016 31 2 " TYP. 11 2 TYP. 14'-0"MINIMUM CLEARANCE PVPANEL PERPLAN PURLIN PERPLAN CROSSBEAM PERPLAN GIRDER PERPLAN TYP. COLUMN PERPLAN TYP. PVINVERTER PERELECT. PLANS PANELBOARDPER ELECT.PLANS 9'-9" MIN. TO B.O SUPPORT 6" TYP. 1'-0"MAX J H G F 1 2 3 4 5 45'-0" 13'-61 16 " 380'-63 4 45'-0" 45'-0" 45'-0" 45'-0" 1 16 7'-8 15'-38 7'-813 1610'-1" 12'-1015 16 10'-013 16 " 8'-81" 14'-31" 9'-11" CANOPY HEIGHT = 20'-6" ACTUAL HEIGHT MAY VARY PER FIELD CONDITIONS PVPANEL PERPLAN PURLIN PERPLAN CROSSBEAM PERPLAN GIRDER PERPLAN COLUMN PERPLAN CROSSBEAM PERPLAN GIRDER PERPLAN COLUMN PERPLAN 14'-0"MINIMUM CLEARANCE PANELBOARDPER ELECT.PLANS 5'-1016 3'-63 8 4'-1011 16 31 2 TYP. 11 2 TYP. SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 01" 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE A06-04-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A C11-03-2021KS/JSAM RIDER COMMENTS B
MATCH LINE SEE 2/-MATCH LINE SEE 3/-MATCH LINE SEE 2/-MATCH LINE SEE 2/-- SECTION: CANOPY 17
S311
C C C11-03-2021KS/JSAM RIDER COMMENTS B
BASE PLATE =1'-5" BP-1BASEPLATE, SEES005 THREADBARBYOTHERS, SEEFOUNDATIONDESIGNBYOTHERS 1 SCALE:3"=1'-0" TYP.PLANATCOL.BASEPLATE 1 1 2 (4PLACES) 61 2 2" BASEPLATE=1'-91 4 23 4 77 8 ℄ FOUNDATIONCAPPLATE, BYOTHERS Ø 7 8 2 ℄ 61 2 2" 2"NON-SHRINKGROUT (f'c=8000PSI) BP-1BASEPLATE, SEES005 THREADBAR PERKELLERDESIGN LEVELINGNUT 2 SCALE:3"=1'-0" TYP.SECTIONATCOL.BASEPLATE COLUMNPER S100SERIES FOUNDATIONBYOTHERS, 1℄ 25/16 1/2 TYP.AT FLANGE COLUMNPERS100SERIES GIRDER t-1/8 1'-3 " SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A DETAILS S401 B

BOLT PERCROSSBEAMTO GIRDERCONNECTION

4(8)FB-10 A325BOLTS, PRETENSION CONNECTION GIRDER PERS100SERIES SP-2PERS005 11/4"A572GR.50 116 " (8PLACES) Ø 1 SCALE:3"=1'-0" GIRDERSPLICE TYPICAL 4 SCALE:3"=1'-0" GIRDERSPLICE SECTIONTYPICAL 2 SCALE:3"=1'-0" CROSSBEAMSPLICE TYPICAL 5 SCALE:3"=1'-0" CROSSBEAMSPLICE SECTIONTYPICAL CROSSBEAM PERS100SERIES EQ 21 2 " 21 2 " 21 2 " 5(8)FB-8 A325BOLTS, PRETENSION CONNECTION SP-1PERS005 1"A572GR.50 Ø 2" 2" 2" CROSSBEAM PERS100SERIES 21 2 " 21 2 " 21 2 21 2 " 21 2 " 21 2 2" 2" 2" 2" 2" 2" 2" 2" 2" 3 SCALE:3"=1'-0" GIRDERTOCROSSBEAMBRACE(BR-3) ℄ GIRDER PERS100SERIES 3" 51 2 2 3 4 2 4 " (4)FB-7
(PRETENSIONED) 27 8 27 8 CROSSBEAM PERS100SERIES 1/4" STIFFENER PLATEPER1/S407 5 2 1/2"THICKPL. WELDEDTOFLANGE OFCROSSBEAM BR-3BRACE L3X3X1 4 ANGLEATEACHSTIFF.PLATE 1 1 FB-7BOLT PERS005 (PRETENSIONED) Ø 6 SCALE:3"=1'-0" CROSSBEAMPURLINBRACE(BR-2) GIRDER PERS100SERIES 1 1 16 (8PLACES) 15 16 5/16 1/2 TYP.AT FLANGE 1/2" TYP.AT FLANGE FB-7BOLT PERS005 (PRETENSIONED) STIFFENERPER 1/S407 EQ EQ EQ EQ EQ 21 2 " 21 2 " 21 2 " EQ EQ EQ EQ TRIMTO MISSFLANGE 1 4 5/16 3 "MIN. 3 4"MIN. 11 2" BR-2BRACE PERS005 FB-5BOLT PERS005 (PRETENSIONED) TRIMTOMISS WELDATWEB ASREQUIRED CROSSBEAM PERS100SERIES 11 " ℄ PURLIN PERPLAN STIFFENER PLATE PER1/S407 11 16 Ø 2 1 EQ EQ 3" EQ. EQ. 11/2" 3" (2)FB-5BOLT (PRETENSIONED) DRILLHOLESTHRU PURLININFIELD 1'-113 16 9" 2'-21 8 2'-73 8 SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A DETAILS S406

CROSSBEAM PERS100SERIES

21 22

1 2 FULLDEPTH STIFFENERPLATE PER1/S407

GIRDER PERS100 5"

4 3 2 1 A B C D

5" 1/2 TYP.AT FLANGE

15 16 (4PLACES) Ø 1'-8"

1 SCALE:3"=1'-0" TYP.FRAMINGSECTION

REVISIONS

3 SCALE:3"=1'-0"

KPFFJob#:2000010 STRUCTURALENGINEER

DESCRIPTION

1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN #

3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B

A

05-21-2021KSAM

09-03-2021KS/JSAM RIDER COMMENTS A

A B C D

-

DATEDBCB PROJECT OPPORTUNITY

ENGINEER'SSTAMP 1" 0 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE

5 3 4 " DETAILS S408 SHEET

THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430 -

-

C6630 4 3 2 1

COLUMN PERS100SERIES GIRDER PERS100 SERIES
32CROSSBEAM PERS100SERIES 12 7 8 " 2 7 8 " 21 21 2 1 1 16 " (4PLACES) Ø 2 3 4 23 4 ℄ COLUMN PERS100SERIES CP-1
(4)FB-10BOLT PERCOLUMNTO GIRDERCONNECTION CP-1 PERS005 (4)FB-10BOLT
(4)FB-7BOLT PERCROSSBEAMTO GIRDERCONNECTION COLUMNCAPPLATE, PERS005 GIRDER PERS100SERIES
2 SCALE:3"=1'-0"
TYP.PLANATGIRDERTOCROSSBEAMCONNECTION
TYP.PLANATGIRDERTOCOLUMNCONNECTION SERIES 5/16
2 THICKA.572-GR.50 STIFFENERPLATE PER1/S407 ℄ 3 4 MIN 21 " 2 2

INVERTER (SEEELECTRICAL DRAWINGSFOR REFERENCE)

INVERTER (SEEELECTRICAL DRAWINGSFOR REFERENCE)

COLUMN PERS100&300 SERIESDRAWINGS

L6x4x5/16 A-36
(4)FB-5BOLTS PERANGLE (6)M8X14HEX BOLTS,PERANGLE
CP-1
11 2 " TYP. 3" TYP.6" 4" TYP. 3'-21 " TYP. 4" TYP.
L6x4x5/16
51 4 2" 3" 61 3" 2" 51 4 2" 4 4 33 4 4 4 2" 1 SCALE:3"=1'-0" PLAN:INVERTERMOUNT 3 SCALE:3"=1'-0" ELEVATION:INVERTERMOUNT 2 SCALE:3"=1'-0" SECTION:INVERTERMOUNT 8" MAX 9 16 (4PLACES) Ø 5 16 Ø 1 9 16 4" TYP. 1 13 16 2 " 23 4 1/8" TYP. 1/8 1 " 1 " 13" MIN. CLEARANCE FROM B.O. GIRDER SMA-SUNNYTRIPOWER ℄ 12'-4"MAX 3COLUMN PERS100&300 SERIESDRAWINGS GIRDER PERS100&300 SERIESDRAWINGS Wp=200#MAX/UNIT 12SMA-SUNNYTRIPOWER SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A LONSPAN INVERTER S410 MOUNTING DETAILS B B B
(6)M8X14HEXBOLTS PERANGLE PERS005
(4)
FB-5BOLTS PERANGLE
COLUMN PERS100&300 SERIESDRAWINGS (4)FB-5BOLTS PERANGLE
A-36
PURLIN SPLICE 4 SCALE:3"=1'-0" SECTION:TYP.PURLINSPLICE PS-1 PURLINSPLICE, ATINSIDECEE CHANNEL 62 9" 6" 12 11 12 (4)FB-5 BOLTATPS-1 PURLINSPLICE TYP. 11 2 11 2 3" 11 2 " 2 TYP. ATPURLINSPLICE PURLINEND ℄ PC-1 PURLINEND COVER E.O. PV PANEL 21 "TYP. 2 TYP. E.O. PURLIN PVPANEL 1 SCALE:3"=1'-0" ELEVATIONATCROSSBEAMEND #12TEK SCREWS ATJOINOFPURLIN TOPURLINCOVER, (T&B) 3 SCALE:3"=1'-0" ELEVATIONATCROSSBEAMEND 11 16 x1-1 4 Ø 11 16 Ø 1" 11 2 9" BL-1 BLOCKING TAB 11 2 6" 21 2 21 " 11 2 (2)FB-5BOLTSAT BL-1BLOCKING EACHSIDE BL-1BLOCKING PERS100SERIES 5 SCALE:3"=1'-0" SECTION TYP.JOINTATPURLINBLOCKING BL-1 BLOCKING FLANGE CL 6 SCALE:3"=1'-0" SECTION:TYP.JOINTATPURLINEND PVPANEL FB-5BOLT CROSSBEAMPERS100SERIES PURLINPER S005 FB-5BOLT BL-1 PURLIN BLOCKING 2 SCALE:3"=1'-0" ELEVATIONATCROSSBEAMMID. CROSSBEAM BEYOND CROSSBEAM BEYOND T.O.CROSSBEAM 6" TYP.
MB-1 BOLT HIGHERSIDE MB-1 BOLT MB-1BOLTPERS005 SA-1 PURLIN CLIPANGLEAT CROSSBEAM HIGHERSIDE T.O.CROSSBEAM SA-2 PURLIN CLIPANGLE ATCROSSBEAM CROSSBEAM 6"TYP. 31 2 NOTE: ALLTAPERCOPELOCATIONSTOBEIN CONFORMANCEWITHAISC360-16J.6ANDM2.2 7 S421 8 S421 MB-1 SERRATEDFLANGE HEADBOLT TORQUETO8-10FT-LBS (4)PERPVPANELTYP. MN-1B SERRATEDFLANGENUT MB-1BOLT MN-1ANUT BOLT 11 EDGEOFPVPANELFRAME EQ. EQ. PVPANELFRAME PURLIN WEEBWASHER, (REFERTOELECTRICAL DRAWINGS) 1 1 4 FACEOF PURLINWEB ℄ 7 SCALE:N.T.S DETAIL:PVMODULE&PURLINJOINT 8 SCALE: N.T.S SECTION:PVMODULE&PURLINJOINT 11 2 TYP. SLOTIN PURLIN ONESIDE 3'-0"MAX. TYP. NOTE: ALLTAPERCOPELOCATIONSTOBEIN CONFORMANCEWITHAISC360-16J.6ANDM2.2 4'-0"MAX. TYP. 8SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A DETAILS S421
LOWERSIDE

HORIZONTAL LONGSLOTTED HOLEINPURLIN (11/16"X1-9/16")

PERPV-005 (MIN.8FT-LBSTORQUE) INHOLESPERPANELMANUFACTURER

CROSSBEAMPERS100SERIES

CROSSBEAM/PURLINCONNECTION

PVPANELFRAME PURLINFLANGE STARWASHERORGROUNDINGCLIP SERRATEDFLANGENUT MOUNTINGBOLT 11 4 21 1 CL 12 12 CL 1 3 2 SCALE:3"=1'-0" CROSSBEAM/PURLINCONNECTION 3 SCALE:3"=1'-0" DETAIL:SA-2 CROSSBEAM PERS100SERIES PVPANEL SA-1PURLIN CLIPANGLE PURLIN 13 4 1 CROSSBEAM 7" 13 4 1 CL CL 1 SCALE:3"=1'-0" DETAIL:SA-1 3" 6" 1 12 1'-238 2'-078 11 12 6" 1 12 4" CROSSBEAM PERS100SERIES PVPANEL SA-2PURLIN CLIPANGLE PURLIN 13 4 13 4 (2)FB-5BOLTS (A325)BOLTSIN EACHLEGOF ANGLE(TORQUE =100FT-LB+/-10 FT-LB) CROSSBEAM 7" 1 13 4 CL CL 5 S421 PVPANEL PURLINPERPLAN SA-2 FB-5 CROSSBEAMPERS100SERIES MB-1PERPV-005 (MIN.8FT-LBSTORQUE) INHOLESPERPANELMANUFACTURER PURLINPERPLAN SA-1 FB-5 BL-1 PVPANEL
SA-2 FB-5
PURLINPERPLAN SA-1 FB-5 BL-1 ℄ ℄ 4
PURLINPERPLAN
MB-1
SCALE:3"=1'-0"
TYP.PROVIDE WASHEROVER SLOT (2)FB-5BOLTS (A325)BOLTSIN EACHLEGOF ANGLE(TORQUE =100FT-LB+/-10 FT-LB) HORIZONTAL LONGSLOTTED HOLEINPURLIN (11/16"X1-9/16") TYP.PROVIDE WASHEROVER SLOT 1/4"THICKSTIFFENERPLATE A572-GR.50 1'-0" FB-5 1/4 1 8 SHEET 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 REV DESIGN # DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'SSTAMP 1" 0 1 2" IFBARISNOTONEINCH,DRAWINGISNOTTOSCALE A05-21-2021KSAM THE PORT AUTHORITY OF NY & NJ JFK AIRPORT-LOT 9 JFK AIRPORT AQUEDUCT ROAD JAMAICA, NY, 11430C6630 4 3 2 1 4 3 2 1 A B C D A B C D KPFFJob#:2000010 STRUCTURALENGINEER 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 NOTFORCONSTRUCTION CONTRACT DOCUMENT SUBMITTAL B09-03-2021KS/JSAM RIDER COMMENTS A DETAILS S422

STRUCTURAL BILL OF MATERIALS (sBOM)

AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 CANOPY STRUCTURE BILL OF MATERIALS (sBOM) ANACOSTIA GARAGE 12128 0001878727 S-005
INCLINATION 2 DEG / -1 DEG. NUMBER OF CANOPIES 5 NUMBER OF CONNECTIONS TO GARAGE 70 CONTRACTOR FABRICATOR TO CONFIRM ALL COMPONENT QUANTITIES WITH FRAMING PLANS AND DETAILS. WHERE DIFFERENT COMPONENT OR MATERIAL TYPE IS DENOTED ON DETAILS, THOSE SHALL TAKE PRECEDENT. CANOPY STRUCTURE BILL OF MATERIALS (sBOM) PIECE MARK COMPONENT NAME MATERIAL UNIT DIMENSIONS QUANTITY REQ'D FINISH COLOR DESCRIPTION NOTES PV PANEL PV-1 PV PANEL SUNPOWER SPR-A450-COM 40.0" W. x 78.7" L. 3261 N/A N/AGROUT G-16 GROUT 2" TH. HIGH STRENGTH NON-SHRINK GROUT SEE PV-400 SERIES DRAWINGS 70 N/A N/ASTRUCTURAL STEEL BP-18 BASE PLATE 2 1/4" PL. A572 GR. 50 SEE PV-100 & PV-400 SERIES DRAWINGS 70 HOT DIP GALVANIZED N/ABBSP-3 BASE BRACKET SIDE PLATE 3/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 6 HOT DIP GALVANIZED N/ABBTP-14 BASE BRACKET TOP PLATE 1 3/4" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 6 HOT DIP GALVANIZED N/ABBGP-4 BASE BRACKET GUSSET PLATE 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 18 HOT DIP GALVANIZED N/AC-12x50 COLUMN A992 W12 x 50 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 6 HOT DIP GALVANIZED N/AC-12x53 COLUMN A992 W12 x 53 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 20 HOT DIP GALVANIZED N/AC-12x58 COLUMN A992 W12 x 58 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 22 HOT DIP GALVANIZED N/AC-12x65 COLUMN A992 W12 x 65 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 22 HOT DIP GALVANIZED N/ACCP-14 COLUMN CAP PLATE 1-3/4" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 70 HOT DIP GALVANIZED N/AG-21x093 GIRDER W21 x 93 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 1 HOT DIP GALVANIZED N/ACB-18x040 CROSSBEAM W18 x 40 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 44 HOT DIP GALVANIZED N/ACB-18x050 CROSSBEAM W18 x 50 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 6 HOT DIP GALVANIZED N/ACB-18x060 CROSSBEAM W18 x 60 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 3 HOT DIP GALVANIZED N/ACB-21x068 CROSSBEAM W21 x 68 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 57 HOT DIP GALVANIZED N/ACB-21x101 CROSSBEAM W21 x 101 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 20 HOT DIP GALVANIZED N/ACB-21x111 CROSSBEAM W21 x 111 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 9 HOT DIP GALVANIZED N/ASPPE-12 SPLICE PLATE (END) 1-1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 124 HOT DIP GALVANIZED N/ASTP-4 STIFFENER PLATE (BEAM) 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 521 HOT DIP GALVANIZED N/ASTPE-2 STIFFENER PLATE (END) 1/4" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 2 HOT DIP GALVANIZED N/ASHPE-4 SHEAR TAB PLATE (EXTENDED) 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 39 HOT DIP GALVANIZED N/ABR-2 BRACE ANGLE L3 X 3 X 1/4 A36 SEE PV-400 SERIES DRAWINGS 82 HOT DIP GALVANIZED N/AIMA-1 INVERTER MOUNT ANGLE L6 X 4 X 5/16 A36 SEE PV-400 SERIES DRAWINGS 22 HOT DIP GALVANIZED N/ACSB-10x022 PURLIN W10 x 22 A992 GR. 50 SEE PV-100 SERIES DRAWINGS 18 HOT DIP GALVANIZED N/APMA-03.87 PURLIN MOUNTING ANGLE (87 DEG.) 3/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 1 HOT DIP GALVANIZED N/APMA-03.90A PURLIN MOUNTING ANGLE (90 DEG.) 3/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 635 HOT DIP GALVANIZED N/APMA-03.90B PURLIN MOUNTING ANGLE (90 DEG.) 3/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 239 HOT DIP GALVANIZED N/APMA-03.93 PURLIN MOUNTING ANGLE (93 DEG.) 3/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 1 HOT DIP GALVANIZED N/APSP-3 PURLIN SPLICE PLATE 3/8" PL. A572 GR. 50 9" H. x 6" L. 560 HOT DIP GALVANIZED N/APSP-3E PURLIN SPLICE PLATE (EXPANSION) 3/8" PL. A572 GR. 50 9" H. x 8" L. 110 HOT DIP GALVANIZED N/ASGA-1.09 SNOW GUARD ANGLE 1/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 6 HOT DIP GALVANIZED N/ASGA-1.10 SNOW GUARD ANGLE 1/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 2 HOT DIP GALVANIZED N/ASGB-3 SNOW GUARD BRACKET 3/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 10 HOT DIP GALVANIZED N/ACOLD-FORMED STEEL PA09S12-1 PURLIN (9 PANEL STARTER) 12 GA. A653 GR. 55 12" x 4" x 1" x 367" 16 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA10S12-1 PURLIN (10 PANEL STARTER) 12 GA. A653 GR. 55 12" x 4" x 1" x 407-1/2" 27 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA11S12-1 PURLIN (11 PANEL STARTER) 12 GA. A653 GR. 55 12" x 4" x 1" x 448" 8 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA12S12-1 PURLIN (12 PANEL STARTER) 12 GA. A653 GR. 55 12" x 4" x 1" x 488-1/2" 52 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-1 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 16 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-2 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 14 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-3 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 16 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-4 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 48 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-5 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 8 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-6 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 62 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-7 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 70 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-8 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 248 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-9 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 16 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08M12-10 PURLIN (8 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 323-1/2" 62 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA11M12-1 PURLIN (11 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 445" 16 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA08E12-1 PURLIN (8 PANEL END) 12 GA. A653 GR. 55 12" x 4" x 1" x 326-1/2" 16 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA09E12-1 PURLIN (9 PANEL END) 12 GA. A653 GR. 55 12" x 4" x 1" x 367" 8 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA09E12-2 PURLIN (9 PANEL END) 12 GA. A653 GR. 55 12" x 4" x 1" x 367" 62 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PA09E12-3 PURLIN (9 PANEL END) 12 GA. A653 GR. 55 12" x 4" x 1" x 367" 8 GALVANIZED G235 N/A 1/2 OF QTY. SHOWN WILL BE O.H. TO COMPLETE PURLIN PAIR PF-1 PURLIN FASCIA 18 GA. A653 GR. 33 12-1/4" x 2-7/8" x 1" x 49-3/4" 94 GALVANIZED G235 N/APB-1 PURLIN BLOCKING 18 GA. A653 GR. 33 9" H. x 2" W. x 4' 1-1/2" L. 746 GALVANIZED G235 N/APB-2A PURLIN BLOCKING 18 GA. A653 GR. 33 9" H. x 2" W. x 1' 0-7/8" L. 18 GALVANIZED G235 N/APB-2B PURLIN BLOCKING 18 GA. A653 GR. 33 9" H. x 2" W. x 3' 0-1/2" L. 18 GALVANIZED G235 N/ABOLTS & FASTENERS AR-10.11.105 ANCHOR ROD F1554 (GR. 105) 1 1/4" DIA. x 11" L. 12 HOT DIP GALVANIZED N/AAR-10.12.105 ANCHOR ROD 1 1/4" DIA. x 12" L. 16 HOT DIP GALVANIZED N/AAR-10.14.105 ANCHOR ROD F1554 (GR. 105) 1 1/4" DIA. x 14" L. 8 HOT DIP GALVANIZED N/AAR-10.16.105 ANCHOR ROD F1554 (GR. 105) 1 1/4" DIA. x 16" L. 6 HOT DIP GALVANIZED N/AAR-10.36.105 ANCHOR ROD F1554 (GR. 105) 1 1/4" DIA. x 36" L. 156 HOT DIP GALVANIZED N/AAR-10.41.105 ANCHOR ROD F1554 (GR. 105) 1 1/4" DIA. x 41" L. 114 HOT DIP GALVANIZED N/ATR-12 THREADED ROD F1554 (GR. 55) 1-1/2" DIA. x 16" L. 6 HOT DIP GALVANIZED N/ATR-12.18 THREADED ROD F1554 (GR. 55) 1-1/2" DIA. x 18" L. 20 HOT DIP GALVANIZED N/APW-10A PLATE WASHER A572 GR. 50 1/2" T. x 3 1/2" x 3 1/2" 324 HOT DIP GALVANIZED N/APW-10B PLATE WASHER A572 GR. 50 1/4" T. x 3 1/2" x 3 1/2" 276 HOT DIP GALVANIZED N/ASW-12 STRUCTURAL WASHER F436 1-1/2" DIA. 52 HOT DIP GALVANIZED N/AHHN-10 HEAVY HEX NUT A563 1-1/4" DIA. 336 HOT DIP GALVANIZED N/AHHN-12 HEAVY HEX NUT A563 1-1/2" DIA. 52 HOT DIP GALVANIZED N/AJN-10 JAM NUT A563 1-1/4" DIA. 276 HOT DIP GALVANIZED N/AFB-4 FIELD BOLT A325 1/2" DIA. x 1-3/4" L. 32 HOT DIP GALVANIZED N/AFB-04.14 FIELD BOLT A325 1/2" DIA. x 1-3/4" L. 88 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-05.10 FIELD BOLT A325 5/8" DIA. x 1-1/4" L. 5772 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-05.12 FIELD BOLT A325 5/8" DIA. x 1-1/2" L. 1772 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-05.16 FIELD BOLT A325 5/8" DIA. x 2" L. 1270 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-05.18 FIELD BOLT A325 5/8" DIA. x 2-1/4" L. 482 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-06.12 FIELD BOLT A325 3/4" DIA. x 1-1/2" L. 164 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-06.16 FIELD BOLT A325 3/4" DIA. x 2" L. 82 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-07.16 FIELD BOLT A325 7/8" DIA. x 2" L. 72 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-07.18 FIELD BOLT A325 7/8" DIA. x 2-1/4" L. 15 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-09.34 FIELD BOLT A325 1-1/8" DIA. x 4-1/4" L. 216 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-10.36 FIELD BOLT A325 1-1/4" DIA. x 4-1/2" L. 172 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-12.42 FIELD BOLT A325 1-1/2" DIA. x 5-1/4" L. 496 HOT DIP GALVANIZED N/AFIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER DW-09 DTI WASHER F959 1-1/8" DIA. 216 HOT DIP GALVANIZED N/ADW-10 DTI WASHER F959 1-1/4" DIA. 172 HOT DIP GALVANIZED N/ADW-12 DTI WASHER F959 1-1/2" DIA. 496 HOT DIP GALVANIZED N/AMB-1A PANEL MOUNTING BOLT GR. 302 STAINLESS 1/4" DIA. x 3/4" L. 13044 PASSIVATE N/A INCLUDES FACTORY INSTALLED THREAD-LOCKING FLUID NUT-B PANEL MOUNTING NUT GR. 302 STAINLESS 1/4" DIA. x 3/4" L. 13044 PASSIVATE N/ASDS-1 SELF DRILLING SCREW - HEX HEAD CASE HARDENED STEEL #12-24 TEK 4, 7/8" L. 456 CLIMASEAL N/ANOTE: REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU

1.ALL DIMENSIONS SHALL BE VERIFIED IN FIELD PRIOR TO FABRICATION. 2.TOP OF EXISTING CONCRETE COLUMN ELEVATIONS SHALL BE SURVEYED PRIOR TO FABRICATION. NOTIFY S.E.O.R. OF DIMENSIONAL DISCREPANCIES OR WHERE THE CONSTRUCTION TOLERANCES PROVIDED HEREIN ARE EXCEEDED. 3SEE SHEET S-105 FOR BASE PLATE OFFSET REQUIREMENTS. REBAR COODINATION AT COLUMNS TO BE SUBMITED AS SEPARATE PACKAGE FOR OWNER REVIEW.

CANOPY E AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. N S

ENGINEER'S STAMP

NOTES: 3/64" = 1'-0" 1 COLUMN LOCATION PLAN REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085

NELSON E N N O A E H L S S L T A R R UCTU

REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591

WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 COLUMN LOCATION PLAN

OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN.

SHEET PROJECT

ANACOSTIA GARAGE 12128

NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061

W E 01/2"1"

0001878727 S-100

LEGEND COLUMN TAG TYPE "C-1" PER PV-005 A C-XXxXXX X' -X" X-X T.O. EX. CONC. PIER BASE ATTACHMENT TYPE "A" PER PV-400 SERIES SHEETS COLUMN GRID LOCATION 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 A D G 1.6 1.6 OUTLINE OF CANOPY ABOVE A.2 A-2 C-12x58 22'-6 15/16" A.2 A-3 A-3 C-12x58 22'-5 7/8" A.2 A-4 A-4 C-12x58 22'-5 1/2" A.2 A-5 C-12x58 22'-6 3/4" A.2 A-6 A-6 C-12x58 22'-5 1/16" A.2 A-7 A-7 C-12x58 22'-6 3/4" A.2 A-8 C-12x58 22'-6 15/16" A.1 A-9 C-12x53 22'-6 1/8" A.1 A-10 C-12x53 22'-6 13/16" A.1 A-11 A-11 C-12x53 22'-6" A.1 A-12 C-12x53 22'-7 9/16" A.1 A-13 C-12x53 22'-7 1/16" A.1 A-14 C-12x53 22'-6 1/4" A.1 A-15 C-12x53 22'-6 3/4" A.1 A-16 C-12x53 22'-5 3/4" A.1 A-17 C-12x53 22'-7 3/16" A.1 A-18 C-12x53 22'-4 13/16" A.2 A-19 C-12x58 22'-4 13/16" A.2 A-20 C-12x58 22'-6 1/8" A.2 A-21 C-12x58 22'-6 3/4" A.2 A-22 C-12x58 22'-6 13/16" A.2 A-23 C-12x58 22'-6 1/4" A.2 A-24 C-12x58 22'-6 3/8" A.2 A-25 C-12x58 22'-6 13/16" A.2 A-26 C-12x58 22'-5 3/8" A.1 D-10 C-12x65 23'-7 9/16" A.1 D-11 C-12x65 23'-9 5/8" A.1 D-12 D-12 C-12x65 23'-7 3/16" A.1 D-13 C-12x65 23'-9 5/8" A.1 D-14 C-12x65 23'-9 3/8" A.1 D-15 C-12x65 23'-7 9/16" A.1 D-16 C-12x65 23'-8 5/16" A.1 D-17 C-12x65 23'-8 3/4" A.1 D-18 C-12x65 23'-8 5/16" A.1 G-10 C-12x65 24'-11 1/2" A.1 G-11 C-12x65 24'-11 1/16" A.1 G-12 C-12x65 24'-10 7/16" A.1 G-13 C-12x65 24'-11 7/8" A.1 G-14 C-12x65 24'-10 13/16" A.1 G-15 C-12x65 24'-10 7/16" A.1 G-16 C-12x65 24'-10 7/16" A.1 G-17 C-12x65 24'-10 13/16" A.1 G-18 G-18 C-12x65 24'-10 3/16" A.2 G-20 C-12x50 24'-10 9/16" A.2 G-21 C-12x50 24'-11 1/16" A.2 G-22 C-12x50 24'-9 5/8" A.2 G-23 C-12x50 24'-10 7/16" A.2 G-24 C-12x50 24'-10 13/16" A.2 G-25 C-12x50 24'-11 5/16" A.2 J-2 J-2 C-12x58 23'-7 11/16" A.2 J-3 C-12x58 23'-7 7/16" A.2 J-4 J-4 C-12x58 23'-7 3/16" A.2 J-5 C-12x58 23'-6 3/4" A.2 J-6 C-12x58 23'-8 1/16" A.2 J-7 C-12x58 23'-6 3/8" A.2 J-8 C-12x58 23'-6 1/4" A.1 J-9 C-12x53 23'-7 3/16" A.1 J-10 C-12x53 23'-6 3/4" A.1 J-11 C-12x53 23'-7 13/16" A.1 J-12 C-12x53 23'-6 7/8" A.1 J-13 C-12x53 23'-8 3/16" A.1 J-14 C-12x53 23'-6 15/16" A.1 J-15 J-15 C-12x53 23'-7 9/16" A.1 J-16 C-12x53 23'-8 1/16" A.2 J-17 J-17 C-12x53 23'-6 3/4" A.1 J-18 J-18 C-12x53 23'-6 13/16" A.3 J-19 J-19 C-12x65 23'-6 1/2" A.1 J-20 C-12x65 23'-6 13/16" 1 S-301 1 S-302 61'-11 1/2" 61'-11 1/2" 61'-11 1/2" 31'-7" 26'-11" 27'-1" 27'-0" 27'-0" 26'-11 1/2"26'-11 1/2" 27'-1" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0 1/2" 27'-0" 26'-11 1/2" 27'-0 1/2" 26'-11 1/2" 27'-1" 27'-0" 26'-11 3/4"26'-11 3/4"26'-11 1/2" 27'-0" 706'-7" 185'-10 1/2" 2 S-301 S-302 A.4 D-9 D-9 C-12x65 23'-7 9/16" A.4 G-9 G-9 C-12x65 24'-11 1/2"
CANOPY A CANOPY C CANOPY D CANOPY B (E) GARAGE 1" EJ (E) GARAGE 1" EJ (E) GARAGE 1" EJ (E) GARAGE 1" EJ
2 A 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 D G J BASE CONNECTION NOTES: 1 S-401.01 1 S-401.02 S-401.03 1. SEE FOR FIELD MODIFICATIONS AT AT GRID A. 11 2. SEE FOR FIELD MODIFICATIONS AT AT GRID D. 12 3. SEE FOR FIELD MODIFICATIONS AT AT GRID G. 18 4. SEE FOR FIELD MODIFICATIONS AT AT GRID J. 15 S-401.04 1 S-401.05 1 S-401.06 1 S-401.07 5. SEE FOR FIELD MODIFICATIONS AT AT GRID J. 18 6. SEE FOR FIELD MODIFICATIONS AT AT GRID A. 3 7. SEE FOR FIELD MODIFICATIONS AT AT GRID A. 4 8. SEE FOR FIELD MODIFICATIONS AT AT GRID A. 6 1 S-401.08 S-401.09 S-401.10 1 S-401.11 9. SEE FOR FIELD MODIFICATIONS AT AT GRID A. 7 10. SEE FOR FIELD MODIFICATIONS AT AT GRID J. 11. SEE FOR FIELD MODIFICATIONS AT AT GRID J. 12. SEE FOR FIELD MODIFICATIONS AT AT GRID J. 17 1 S-401.12 1 S-402.1 S-403.1 13. SEE FOR FIELD MODIFICATIONS AT AT GRID J. 19 14. SEE FOR FIELD MODIFICATIONS AT AT GRID D. 9 15. SEE FOR FIELD MODIFICATIONS AT AT GRID G. 9 S-403.2 AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. N S W E 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 BASE CONNECTION FIELD MODIFICATIONS ANACOSTIA GARAGE 12128 0001878727 S-105 3/8" = 1'-0" 1 ENLARGED BASE CONNECTION AT GRID A-2 REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU

CANOPY A

CB-21x068CB-21x068

CB-21x101

CB-21x101

CANOPY C CANOPY D

CB-21x068

CB-21x068

CB-21x068

CB-21x068

CB-21x101

CB-21x101

CANOPY E

CB-21x068CB-21x068

CB-21x068

CANOPY B

CB-21x068

CB-21x068CB-21x068

CSB-10x022CSB-10x022CSB-10x022CSB-10x022CSB-10x022CSB-10x022CSB-10x022CSB-10x022CSB-10x022CSB-10x022CSB-10x022CSB-10x022CSB-10x022

CROSSBEAM GIRDER SPLICE -SEE 13/S-420 FOR CONNECTION DETAIL LEGEND DENOTES CROSSBEAM TYPE "CB-1" PER MATERIAL SCHEDULE ON PV-005. CB-1 CROSSBEAM PURLIN BRACE -SEE 5/S-410 FOR CONNECTION DETAIL BR-2 SPLICE 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 A D G J 1.6 OUTLINE OF CANOPY ABOVE 1 S-301 1 S-302 SPLICE SPLICE 31'-7" 26'-11" 27'-1" 27'-0" 27'-0" 26'-11 1/2"26'-11 1/2" 27'-1" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0 1/2" 27'-0" 26'-11 1/2" 27'-0 1/2" 26'-11 1/2" 27'-1" 27'-0" 26'-11 3/4"26'-11 3/4"26'-11 1/2" 27'-0" 61'-11 1/2" 61'-11 1/2" 61'-11 1/2" SPLICE 706'-7" 185'-10 1/2" 2 S-301 S-302 SPLICE SPLICE BRACE BRACE BRACE BRACE BRACE BRACE CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-21x111 CB-21x111 CB-21x111 CB-18x050 CB-18x050 CB-18x060 CB-18x060 CB-21x111 CB-21x068 CB-21x068 CB-21x101 CB-21x068
CB-21x101 CB-21x068 CB-21x068
CB-21x101 CB-21x068
CB-21x101 CB-21x068CB-21x068 CB-21x068 CB-21x068 CB-21x068 CB-21x068 CB-21x068 CB-21x068 CB-21x101 CB-21x068 CB-21x101 CB-21x068 CB-21x068 CB-21x068CB-21x068 CB-21x101 CB-21x068 CB-21x101 CB-21x101 CB-21x068 CB-21x101 CB-21x068 CB-21x068 CB-21x068 CB-21x068 CB-21x111 CB-21x111 CB-21x068 CB-21x068 CB-21x101 CB-21x068 CB-21x101 CB-21x068CB-21x068 CB-21x068 CB-21x068 CB-21x068 CB-21x068 CB-21x101 CB-21x101 CB-21x068 CB-21x068 CB-21x101 CB-21x101 G-21x093 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 22'-2 3/8" 19'-9 7/8" 19'-11 1/4" 22'-2 1/2" 17'-3 3/4" 22'-5 1/4" 17'-2 3/8" 19'-9 7/8" 24'-11 1/4" BRACE 9'-2 1/2" BRACE 11'-7 1/4" BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 CB-18x040 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 30'-2 3/8" CB-18x050
CSB-10x022 CSB-10x022 CSB-10x022
CSB-10x022 CSB-10x022 2'-3" 2'-6" 2'-3" BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 4. SEE FOR CONNECTION DETAILS AT: A-9 TO A-18 5. SEE FOR CONNECTION DETAILS AT: D-9 TO D-18, G-9 TO G-18 & G-20 6. SEE FOR CONNECTION DETAILS AT: J-19 & J-20 FRAMING NOTES: 1 S-420 3 S-420 5 S-420 S-420 1. SEE FOR CONNECTION DETAILS AT: A-2 TO A-8, A19 TO A-26, & G-21 TO G-25 2. SEE FOR CONNECTION DETAILS AT: J-2 TO J-8 3. SEE FOR CONNECTION DETAILS AT: A-9 TO A-18 S-420 17 S-420 7. SEE FOR CONNECTION DETAILS AT: D-10, D-12, D-16, D-18, G-9, G-10, G-12, G-14, G-16 & G-22 8. SEE FOR CONDUIT SUPPORT DETAILS NEAR: J-18 9. SEE FOR CONDUIT SUPPORT DETAILS NEAR: J-3 TO J-7 & J-10 TO J-17 10. SEE FOR CONDUIT SUPPORT DETAILS NEAR: A-8, A-19 & J-2 11. SEE FOR CONDUIT SUPPORT DETAILS NEAR: J-14 12. SEE FOR CONDUIT SUPPORT DETAILS NEAR: J-8 23 S-421 13. SEE FOR CONDUIT SUPPORT DETAILS NEAR: A-9 & A-18 14. SEE FOR CONDUIT SUPPORT DETAILS NEAR: J-9 15. SEE FOR CONNECTION DETAILS AT: D-14 & G-18 26 S-421 21 S-421 22 S-421 24 S-421 25 S-421 27 S-421 16. SEE FOR CONNECTION DETAILS AT: G-21x093 GIRDER BETWEEN GRIDS 18 & 20 11 S-420 S-701 AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. N S W E 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 FRAMING PLAN -HOT ROLLED STEEL ANACOSTIA GARAGE 12128 0001878727 S-110 3/64" = 1'-0" 1 FRAMING PLAN -HOT ROLLED STEEL REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 A D G J 1.6 OUTLINE OF CANOPY ABOVE 1 S-301 1 S-302 PURLIN BLOCKING PURLIN EXP. SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN EXP. SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN EXP. SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN EXP. SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING 31'-7" 26'-11" 27'-1" 27'-0" 27'-0" 26'-11 1/2"26'-11 1/2" 27'-1" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0 1/2" 27'-0" 26'-11 1/2" 27'-0 1/2" 26'-11 1/2" 27'-1" 27'-0" 26'-11 3/4"26'-11 3/4"26'-11 1/2" 27'-0" 61'-11 1/2" 61'-11 1/2" 61'-11 1/2" 185'-10 1/2" 706'-7" 2 S-301 S-302 9'-1"9'-0"9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0"8'-11 1/2"9'-0 1/2"9'-0"8'-11" 9'-1"9'-0"9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0" 9'-0"9'-0"9'-0 1/2"8'-11 1/2"9'-0"9'-0 1/2"8'-11 1/2"9'-0"9'-0" 9'-0"9'-0"9'-0 1/2"8'-11 1/2"9'-0"9'-0" 9'-0"9'-0"9'-1" 8'-11"9'-0"9'-1" 8'-11"9'-0"9'-0 3/4"8'-11 1/4"9'-0"9'-0 1/2"8'-11 1/2"9'-0"9'-0" 9'-0"9'-0"9'-0" 5'-2 1/8" 5'-1 3/4" 5'-1 3/4" 5'-1 1/4" 5'-1 1/2" 5'-1 1/2" 5'-1 1/2" 5'-1 1/2" 5'-1 1/2" 5'-1 1/8" 5'-1 1/4" 5'-1 1/4" 5'-0 3/4" 5'-1 1/4" 5'-1 1/2" 5'-2 1/8" 5'-1 3/4" 5'-1 1/2" 5'-1 1/4" 5'-0 3/4" 5'-1 1/8" S-121 1 S-122 1 S-123 1 CANOPY A CANOPY C CANOPY D CANOPY B CANOPY E 1. SEE FOR DUAL PURLIN PV UNIT MOUNTING DETAIL 2. SEE FOR PURLIN BLOCKING DETAIL AT DUAL PURLIN UNIT 3. SEE FOR CROSSBEAM PURLIN BRACE DETAIL PURLIN NOTES: S-410 S-410 8 S-410 9 S-410 4. SEE FOR PURLIN SPLICE DETAIL 5. SEE FOR PURLIN EXPANSION SPLICE DETAIL 6. SEE FOR TRIPLE PURLIN PV UNIT MOUNTING DETAIL 30 S-421 7. SEE FOR PURLIN BLOCKING DETAIL AT TRIPLE PURLIN UNIT 8. SEE FOR ALTERNATE CROSSBEAM PURLIN BRACE DETAIL S-410 29 S-421 31 S-421 AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. N S W E 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 FRAMING PLAN -COLD FORMED STEEL ANACOSTIA GARAGE 12128 0001878727 S-120 3/64" = 1'-0" 1 FRAMING PLAN -LIGHT GUAGE STEEL REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
PV SYSTEM SUMMARY PV PANEL TYPE SUNPOWER A-SERIES 450W MODEL NUMBER SPR-A450-COM-MLSD TOTAL INSTALLED PANELS 3,261 FILER PANELS 13 TOTAL ACTIVE PANELS MAX SYSTEM SIZE 1,461.6 kWp DC 3,248 CANOPY TYPES DUAL TILT LONGSPAN & DUAL TILT T-CANOPY PV PANEL ANGLE 2 DEG. & 1 DEG. NOTE: ILLUSTRATED PV ARRAY LAYOUTS ARE FOR MAXEON A-SERIES 450W PANELS ONLY. ANY REVISION TO EITHER THE PV PANEL OR SPECIFIED PANEL SPACING WILL REQUIRE REVISIONS TO FRAMING PV ARRAY LAYOUTS. 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 A D G 1.6 1 S-301 1 S-302 31'-7" 26'-11" 27'-1" 27'-0" 27'-0" 26'-11 1/2"26'-11 1/2" 27'-1" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 27'-0 1/2" 27'-0" 26'-11 1/2" 27'-0 1/2" 26'-11 1/2" 27'-1" 27'-0" 26'-11 3/4"26'-11 3/4"26'-11 1/2" 27'-0" 61'-11 1/2" 61'-11 1/2" 61'-11 1/2" 185'-10 1/2" 706'-7" 2 S-301 S-302 9 PANEL UNIT (STARTER) TYPE 11 PANEL UNIT (MIDDLE) TYPE 1 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 4 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 9 PANEL UNIT (STARTER) TYPE 11 PANEL UNIT (MIDDLE) TYPE 1 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 4 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 9 PANEL UNIT (STARTER) TYPE 11 PANEL UNIT (MIDDLE) TYPE 1 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 4 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 9 PANEL UNIT (STARTER) TYPE 11 PANEL UNIT (MIDDLE) TYPE 1 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 4 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 9 PANEL UNIT (STARTER) TYPE 11 PANEL UNIT (MIDDLE) TYPE 1 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 4 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 9 PANEL UNIT (STARTER) TYPE 11 PANEL UNIT (MIDDLE) TYPE 1 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 4 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 9 PANEL UNIT (STARTER) TYPE 11 PANEL UNIT (MIDDLE) TYPE 1 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 4 9 PANEL UNIT (STARTER) TYPE 11 PANEL UNIT (MIDDLE) TYPE 1 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 4 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 10 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 10 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE PANEL UNIT (END) TYPE 12 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 8 PANEL UNIT (MIDDLE) TYPE 8 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE 11 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 9 PANEL UNIT (END) TYPE 1 11 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 9 PANEL UNIT (END) TYPE 1 11 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 9 PANEL UNIT (END) TYPE 1 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 11 PANEL UNIT (STARTER) TYPE 8 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE 9 PANEL UNIT (END) TYPE 1 PANEL UNIT (MIDDLE) TYPE PANEL UNIT (MIDDLE) TYPE PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 12 PANEL UNIT (STARTER) TYPE PANEL UNIT (END) TYPE 12 PANEL UNIT (STARTER) TYPE PANEL UNIT (END) TYPE 12 PANEL UNIT (STARTER) TYPE PANEL UNIT (END) TYPE PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (END) TYPE PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 7 10 PANEL UNIT (STARTER) TYPE 1 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 7 10 PANEL UNIT (STARTER) TYPE 1 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 7 10 PANEL UNIT (STARTER) TYPE 1 PANEL UNIT (MIDDLE) TYPE 10 PANEL UNIT (MIDDLE) TYPE 7 10 PANEL UNIT (STARTER) TYPE 1 10 PANEL UNIT (STARTER) TYPE PANEL UNIT (END) TYPE 1 10 PANEL UNIT (STARTER) TYPE PANEL UNIT (END) TYPE 1 10 PANEL UNIT (STARTER) TYPE PANEL UNIT (END) TYPE 1 12 PANEL UNIT (STARTER) TYPE PANEL UNIT (END) TYPE 1 CANOPY A CANOPY C CANOPY D CANOPY B CANOPY E EQUIPMENT PAD, SEE ELECTRICAL PLANS FOR MORE INFORMATION CONCRETE RACEWAY, SEE ELECTRICAL PLANS FOR MORE INFORMATION AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. N S W E 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 OVERALL CANOPY PLAN ANACOSTIA GARAGE 12128 0001878727 S-130 3/64" = 1'-0" 1 OVERALL CANOPY PLAN REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
A PV PANEL, TYP. LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. W-SHAPED STEEL COLUMN PER PLAN, TYP. 1-0 7 " 4-4 3 4 2-2 5 8 4-4 3 2-2 8 4-4 3 4 3 1 -9 0-2 3 4 5-1 5 8 1- 1 2 4-4 3 4 3 10 W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. WORK POINT AT INTERSECTION OF GRID 'A' & T.O. CROSSBEAM SLOPE 41' 5-7/8" WORK POINT FOR CROSSBEAM DIMENSIONS BASED ON WORK POINT AT INTERSECTION OF GRID 'A' & B.O. COLUMN CAP PLATE (E) CONC COLUMN, TYP (E) CONC DECK, TYP +/17'-0" J 8-7 1 2 2-6 1-2 3 4 1 -6 4 10 4-4 3 4 2-2 5 8 4- 3 4" -0 8 10 3 4- 3 4 -2 8 4-4 3 1- 3 4 PV PANEL, TYP. LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. W-SHAPED STEEL COLUMN PER PLAN, TYP. W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. WORK POINT AT INTERSECTION OF GRID 'A' & T.O. CROSSBEAM SLOPE = 35' 2-1/4" WORK POINT FOR CROSSBEAM DIMENSIONS BASED ON WORK POINT AT INTERSECTION OF GRID 'J' & B.O. COLUMN CAP PLATE (E) CONC COLUMN, TYP (E) CONC DECK, TYP +/9'-7" G PV PANEL, TYP. LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. W-SHAPED STEEL COLUMN PER PLAN, TYP. W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. WORK POINT AT INTERSECTION OF GRID 'A' & T.O. CROSSBEAM SLOPE = 31' 1-7/8" WORK POINT FOR CROSSBEAM DIMENSIONS BASED ON WORK POINT AT INTERSECTION OF GRID 'G' & B.O. COLUMN CAP PLATE (E) CONC COLUMN, TYP (E) CONC DECK, TYP 13-9 5-3 5-10 1 2 1 " 3 -4 4 1-2 4 0 3 4-4 3 2-2 5 8 4-4 3 4 2-2 5 4-4 3 4 1-1 1 8 +/10'-7" G PV PANEL, TYP. LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. WORK POINT AT INTERSECTION OF GRID 'A' & T.O. CROSSBEAM SLOPE = 35' 2-1/4" WORK POINT FOR CROSSBEAM DIMENSIONS BASED ON WORK POINT AT INTERSECTION OF GRID 'J' & B.O. COLUMN CAP PLATE (E) CONC COLUMN, TYP (E) CONC DECK, TYP WORK POINT AT INTERSECTION OF GRID 'A' & T.O. CROSSBEAM SLOPE = 31' 1-7/8" WORK POINT FOR CROSSBEAM DIMENSIONS BASED ON WORK POINT AT INTERSECTION OF GRID 'G' & B.O. COLUMN CAP PLATE 1 -9 8 1 -0 1 -9 8 1312-11 8 1-6 3-8 3 4 1-1 -4 4 2-2 5 8 4- 3 4 -2 8 4-4 3 4 2- 5 8 -4 4 1-1 1 3 4 10 3 4-4 3 4 2- 5 8 -4 3 4 2-2 5 8 4- 3 4 -2 8 4-6 3 4 S-410 10 W-SHAPED STEEL COLUMN PER PLAN, TYP. +/9'-6" +/10'-2" AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 ENLARGED CANOPY SECTIONS ANACOSTIA GARAGE 12128 0001878727 S-310 1/4" 1'-0" 1 ENLARGED SECTION -CANOPIES A & D 1/4" = 1'-0" 2 ENLARGED SECTION -CANOPY B 1/4" = 1'-0" 7 ENLARGED SECTION -CANOPY E 1/4" 1'-0" 4 ENLARGED SECTION -CANOPY C @ GRID '20' 1 DEG. TILT DEG. TILT 1 DEG. TILT 2 DEG. TILT DEG. TILT 2 DEG. TILT 2 DEG. TILT 2 DEG. TILT REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
A D G W-SHAPED STEEL COLUMN PER PLAN, TYP. W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. WORK POINT AT INTERSECTION OF GRID 'A' & T.O. CROSSBEAM SLOPE = 41' 5-7/8" WORK POINT FOR CROSSBEAM DIMENSIONS BASED ON WORK POINT AT INTERSECTION OF GRID 'A' & B.O. COLUMN CAP PLATE -9 8 1 -3 8 2 -1 1 8 67- " 3 -0 15-0 PV PANEL, TYP. LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. (E) CONC DECK, TYP (E) CONC COLUMN, TYP 4-4 3 2-2 5 8 4-4 3 4 2-2 5 4-4 4 2-2 5 8 4-4 3 -2 8 4-4 3 4 2-2 5 -4 4 2-2 5 8 4-4 3 -2 8 4-4 3 4 2-2 5 -4 4 2- 5 8 4-4 3 -2 8 4- 3 4 2-2 5 -4 4 2- 5 8 4-4 3 -2 8 4- 3 4 2-2 5 8 -4 4 2- 5 8 4-4 3 4 -2 8 4- 3 4 2-2 5 8 -4 3 4 2- 5 8 4-4 3 4 -2 8 4- 3 4 2-2 5 8 -4 3 4 3 10 61'-11 1/2" 61'-11 1/2" +/16'-11" +/13'-5" +/10'-2" G J 61'-11 1/2" LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. W-SHAPED STEEL COLUMN PER PLAN, TYP. W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. WORK POINT AT INTERSECTION OF GRID 'A' & T.O. CROSSBEAM SLOPE = 35' 2-1/4" WORK POINT FOR CROSSBEAM DIMENSIONS BASED ON WORK POINT AT INTERSECTION OF GRID 'J' & B.O. COLUMN CAP PLATE (E) CONC DECK, TYP PV PANEL, TYP. (E) CONC COLUMN, TYP -2 4 4-4 3 2-2 8 4-4 3 4 2-2 5 -4 4 2- 5 8 4-4 3 -2 8 4-4 3 4 2-2 5 -4 4 2- 5 8 4-4 3 -2 8 4- 3 4 2-2 5 -4 4 2- 5 8 4-4 3 15-0 30-3 1 4 2- 1 7 3- 3 8-7 1 2 1- 5 8 4- 3 4 -2 8 4-4 3 4 3 10 10'-2" 9'-6 1/2" AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 ENLARGED CANOPY SECTIONS 2 ANACOSTIA GARAGE 12128 0001878727 S-311 1/4" 1'-0" 1 ENLARGED SECTION -CANOPY C (NORTH) 1/4" 1'-0" 2 ENLARGED SECTION -CANOPY C (SOUTH) 2 DEG. TILT 1 DEG. TILT 2 DEG. TILT REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
SEE S-101 FOR EXISTING TOP OF CONC. PIER ELEVATIONS EXISTING CONC. DECK BELOW CUT LINE COLUMN PER PV-100 BP-18 BASE PLATE G-16 NON-SHRINK GROUT, f'c = KSI PROVIDE VIBRATITE 137 THREAD LOCKER TO PREVENT NUTS FROM BACKING OFF (4) FIELD DRILLED AND EPOXIED THREADED ANCHOR RODS. (USE HILTI HIT RE 500 V3 EPOXY) PW-10A PLATE WASHER, TYP. 36" DIA. CAST-IN-PLACE CONC. COLUMN (EXISTING) PW-10B PLATE WASHER, TYP. HHN-10 HEAVY HEX NUT JN-10 JAM NUT CL 14 #8 VERTICAL REINFORCEMENT BARS (EXISTING) #3 TIES AT 16" (EXISTING) CL MIN. EMBED DEPTH PER SCHEDULE 2 CL 3 CL (4) AR-10.36.105 THREADED ANCHOR ROD COLUMN PER PV-100 BP-18 BASE PLATE PW-10A PLATE WASHER AT TOP OF BASE PLATE PW-10B PLATE WASHER AT BOTTOM OF BASE PLATE 3/16 2 5/16" 1/2" 2 3/4 5 3/4" 3/4" 2 3/4" 9 1/2" 1'-5" 5" 2 3/4" 10 1/4" 10 1/4" 2 3/4" 5" 2'-2" 3/4*tf 5/16 TYP AT FLANGES 5/16 MIN NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. 2 SIDES MIN, 6" MIN. TOTAL, TYP. NOTE: PROVIDE VIBRATITE 137 THREAD LOCKER TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. NOTE: CONTRACTOR TO USE GPR TO AVOID REBAR. IF CONFLICT EXISTS EOR IS TO BE CONSULTED ON RELOCATION OF ANCHOR BOLTS. BASE CONNECTION MINIMUM EMBED PIECE MARK 2'-4" A.1 AR.10.36 2'-9" A.2 AR.10.41 AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 COLUMN BASE ATTACHMENT TYPES 'A.1 & A.2' ANACOSTIA GARAGE 12128 0001878727 S-401 3" = 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'A.1' & 'A.2' (FRONT) 3" = 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'A.1' & 'A.2' (SIDE) 3" = 1'-0" 1A PLAN DETAIL -BASE CONNECTION 'A.1' & 'A.2' N WE A.1 A.2 0 REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
2 3 (2) AR-10.16.105 THREADED ANCHOR ROD COLUMN PER PV-100 BP-18 BASE PLATE PW-10A PLATE WASHER AT TOP OF BASE PLATE & BOTTOM OF BASE BRACKET 3/16 CL CL EDGE OF CONC. DECK BELOW 3500 3500 2'-9" 1"3 3/4" 11 3 4" 11 3/4" 3 3/4"1" 3'-4" 1"1 3/4" 1'-5 1/4" 1'-5 1/4" 1 3/4"1" (4) AR-10.11.105 THREADED ANCHOR ROD TYP AT WEB 5/16 3/4*tf PW-10A PLATE WASHER AT TOP OF BASE PLATE PW-10B PLATE WASHER AT BOTTOM OF BASE PLATE LONG SLOTTED HOLE IN BASE PLATE AND BASE BRACKET (TOP) TYP AT FLANGES 5/16 MIN NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. CHAMFER CORNERS, TYP. SIDES MIN, 6" MIN. TOTAL, TYP. 4" 4" SEE S-101 FOR EXISTING TOP OF CONC. PIER ELEVATIONS CL COLUMN PER PV-100 BP-18 BASE PLATE G-16 NON-SHRINK GROUT PROVIDE VIBRATITE 137 THREAD LOCKER TO PREVENT NUTS FROM BACKING OFF (4) AR-10.14.105 THREADED ANCHOR RODS WITH 12" MIN EPOXY EMBED (USE HILTI-HY 200-R EPOXY) PW-10A PLATE WASHER, TYP. PW-10A PLATE WASHER, TYP. PW-10B PLATE WASHER, TYP. HHN-10 HEAVY HEX NUT HHN-10 HEAVY HEX NUT HHN-10 HEAVY HEX NUT (2) AR-10.16.105 THREADED ANCHOR RODS WITH 8" MIN EPOXY EMBED (USE HILTI HIT 500 V3 EPOXY) (4) AR-10.16.105 THREADED ANCHOR RODS BBTP-14 BASE BRACKET TOP PLATE BBGP-4 BASE BRACKET GUSSET PLATE BBSP-4 BASE BRACKET SIDE PLATE BEND TO RADIUS OF 36" DIA COLUMN LONG SLOTTED HORZ. HOLE IN BBSP-3 3/16 BBSP-3 TO BBTP-14 1 1/2" (E) 14 #8 VERTICAL REBAR SIDES MIN, 6" MIN. TOTAL, TYP. CL 1" 4 1/2" 4 1/2" 3" 2'-10" 1/2" 5/16 5/16 BBGP-4 TO BBSP-3 5/16 5/16 BBGP-4 TO BBTP-14 NOTE: PROVIDE VIBRATITE 137 THREAD LOCKER TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. NOTE: CONTRACTOR TO USE GPR TO AVOID REBAR. IF CONFLICT EXISTS EOR IS TO BE CONSULTED ON RELOCATION OF ANCHOR BOLTS. AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 COLUMN BASE ATTACHMENT TYPE 'A.3' ANACOSTIA GARAGE 12128 S-402 3" 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'A.3' 3" 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'A.3' (FRONT) 3" = 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'A.3' (SIDE) A.3 N S WE REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
2 3 (2) AR-10.16.105 THREADED ANCHOR ROD COLUMN PER PV-100 BP-18 BASE PLATE PW-10A PLATE WASHER AT TOP OF BASE PLATE & BOTTOM OF BASE BRACKET 3/16 9 D (4) AR-10.11.105 THREADED ANCHOR ROD TYP AT WEB 5/16 3/4*tf PW-10A PLATE WASHER AT TOP OF BASE PLATE PW-10B PLATE WASHER AT BOTTOM OF BASE PLATE LONG SLOTTED HOLE IN BASE PLATE AND BASE BRACKET (TOP) TYP AT FLANGES 5/16 MIN NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. CHAMFER CORNERS, TYP. 2 SIDES MIN, 6" MIN. TOTAL, TYP. 3500° 3500 1"1 3/4" 1'-5 1/4" 1'-5 1/4" 1 3/4"1" 3'-4" 1"3 3/4" 11 3 4" 11 3/4" 3 3/4"1" 2'-9" 3 1/2"3 1/2" SEE S-101 FOR EXISTING TOP OF CONC. PIER ELEVATIONS COLUMN PER PV-100 BP-18 BASE PLATE G-16 NON-SHRINK GROUT PROVIDE VIBRATITE 137 THREAD LOCKER TO PREVENT NUTS FROM BACKING OFF (4) AR-10.12.105 THREADED ANCHOR RODS WITH 10" MIN EPOXY EMBED (USE HILTI-HY 200-R EPOXY) PW-10A PLATE WASHER, TYP. PW-10A PLATE WASHER, TYP. PW-10B PLATE WASHER, TYP. HHN-10 HEAVY HEX NUT HHN-10 HEAVY HEX NUT HHN-10 HEAVY HEX NUT (2) AR-10.16.105 THREADED ANCHOR RODS WITH 8" MIN EPOXY EMBED (USE HILTI HIT 500 V3 EPOXY) (4) AR-10.16.105 THREADED ANCHOR RODS BBTP-14 BASE BRACKET TOP PLATE BBGP-4 BASE BRACKET GUSSET PLATE BBSP-4 BASE BRACKET SIDE PLATE BEND TO RADIUS OF 36" DIA COLUMN 3/16 BBSP-3 TO BBTP-14 (E) 10 #6 VERTICAL REBAR SIDES MIN, 6" MIN. TOTAL, TYP. 2 5/16" x 4" LONG SLOTTED HORZ. HOLE IN BBSP-3 2 5/16" 5" CL 5/16 5/16 BBGP-4 TO BBSP-3 5/16 5/16 BBGP-4 TO BBTP-14 2 5/16" x 4" 4" 4" 3" 2'-4" CL NOTE: PROVIDE VIBRATITE 137 THREAD LOCKER TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. NOTE: CONTRACTOR TO USE GPR TO AVOID REBAR. IF CONFLICT EXISTS EOR IS TO BE CONSULTED ON RELOCATION OF ANCHOR BOLTS. NOTE: FIELD MODIFICATIONS AT COLUMN LOCATION D-9: ANCHOR RODS RELOCATED AS INDICATED DUE TO CONFLICTS WITH EXISTING REBAR AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 COLUMN BASE ATTACHMENT TYPE 'A.4' FIELD MODIFICATION @ GRID D.9 ANACOSTIA GARAGE 12128 S-403.1 3" = 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'A.4' FIELD MODIFICATION N S WE 3" = 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'A.4' FIELD MODIFICATION (FRONT) 3" = 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'A.4' FIELD MODIFICATION (SIDE) REVDESIGN # DESCRIPTION DATEDBCB 2 AS-BUILTS 01/06/23
No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
A.4 D-9
PV PANEL FRAME C HOLE 1 1/4" N.T.S. MB-1A MOUNTING BOLT (MIN. 8 FT-LBS TORQUE) IN HOLES PER PANEL MFR. SEE FOR BOLT ASSEMBLY S-410 PURLIN PER PLAN W/ DRILLED OR PUNCHED HOLE FOR PANEL MOUNTING. (ACCEPTABLE TO USE 1/2" LONG SLOT ACROSS THE WIDTH OF THE FLANGE) CL BR-2 BRACE ANGLE PER PLAN AT ONE SIDE OF STIFF PL. 1 1 FB-06.12 FIELD BOLT, TYP. FIELD DRILL HOLES IN CFS PURLIN CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE 11/2"TYP CRS PURLIN PER PLAN CL 3/4" STP-4 STIFFENER PLATE PER 20/S-420 FB-06.16 FIELD BOLT, TYP. NOTE: WELD STIFFENER PLATE AT ANGLE TO MATCH PURLIN. EQEQ 11/2 " 31/2 " 11/2" 11/2" 2 3/4" NOTE: SEE DETAIL 31/S-421 FOR BR-2 CROSSBEAM PURLIN BRACE AT COLUMN LINES 8, 18 & 26. MB-1A SERRATED FLANGE HEAD BOLT WEEB NUT-B SERRATED FLANGE NUT PURLIN FLANGE PV PANEL FRAME 1 1/4" 1/2 1/4" 1/4" 1 1/2" 1/4" 1 1/2" 1 1/2"6"1 1/2" 1 1/2" CRS PURLIN PER PLAN PSP-3 PURLIN SPLICE PLATE (4) FB-05.12BOLTS SHORT SLOT IN CRS PURLIN (ONE SIDE) 6" 9" STANDARD HOLE IN CRS PURLIN AND SPLICE PLATE, U.N.O. CL PV PANEL S-410 47.24" MIN. SEE PANEL SPECIFICATIONS CL BOLT CL BOLT S-410 6 CRS PURLIN PER PLAN CRS PURLIN PER PLAN CROSSBEAM BELOW PV PANEL CRS PURLIN PER PLAN CRS PURLIN PER PLAN CROSSBEAM BELOW PB-1 BLOCKING 9" DEEP 2" WIDE x18 GA (MIN) TRACK BLOCKING. SEE CFS FRAMING PLAN FOR LOCATION OF BLOCKING MOUNTING ANGLE BEYOND MOUNTING ANGLE BEYOND (2) FB-05.10 FIELD BOLTS AT EACH END OF BLOCKING 1 1/2" 6" 1 1/2" 1 1/2" 1/2" MAX. PMA-03.90A PMA-03.90B PURLIN MOUNTING ANGLE PV PANEL CFS PURLIN PER PLAN (2) FB-05.16 FB-05.18 FIELD BOLTS TORQUE = 100 FT-LB (+/-10 FT-LB) (2) FB-05.12 FIELD BOLTS TORQUE = 100 FT-LB (+/-10 FT-LB) CROSSBEAM PER S-100 SERIES HORIZONTAL LONG SLOTTED HOLE (11/16" 1-9/16") IN CFS PURLIN, TYP. PROVIDE WASHER OVER SLOT CL 3 S-410 B A BEAM A PIECE MARK B W18x40 6" PMA-03.90A 1/2" W18x50 6" PMA-03.90A W21x68 6" PMA-03.90A W21x101 8" PMA-03.90B 1/2" 1/2" 1/2" W21x111 8" PMA-03.90B 1/2" W18x60 6" PMA-03.90A 1/2" BOLT FB-05.16 FB-05.16 FB-05.16 FB-05.16 FB-05.18 FB-05.18 PMA-03.90A PMA-03.90B PURLIN MOUNTING ANGLE PV PANEL CFS PURLIN PER PLAN INSTALL WASHER ON PURLIN SIDE OF OF SLOT, TYP. 1 1/2" 1 1 2" 1 1/2" 6" 3 1/2" 1/2" MIN. 1 1/2 PURLIN PER PLAN CONT. 18 GA. FASCIA TRACK #12 SMS @ TOP & BOTTOM OF EA. PURLIN 1"1 1/2" 1"3"1" 2" 6" 1 1/2" 1'-6 1/2" #12 TEK SCREWS SNOW GUARD ANGLE, SEE S-005 (2) FB-5 BRACKET TO PURLIN HOLE LOCATION ALIGN W/ BL-1 HOLE LOCATION SNOW GUARD BRACKET, SEE S-005 16 S-410 15 S-410 1'-6 3/8" 1/8" FB-4 SNOW GUARD BRACKET #12 TEK SCREWS PER PRE-DRILLED HOLES SNOW GUARD ANGLE END OF PV PANEL 16 S-410 FB-05 SNOW GUARD BRACKET #12 TEK SCREWS PER PRE-DRILLED HOLES PV PANEL 1'-0" 4" 1 3/4" 1/2" 1 3/4" 2 1/2" 1 1/ 5/8" 5/8" 1/2" 1 1/4" 1 1/2" 1 1/2"6"1 1/2" 1 1/2" CRS PURLIN PER PLAN PSP-3E PURLIN SPLICE PLATE (4) FB-05.12BOLTS 11/16" x 2-5/8" SLOT IN SPLICE PLATE (ONE SIDE) 8" 9" STANDARD HOLE IN CRS PURLIN AND SPLICE PLATE, U.N.O. CL NOTE: SEE DETAIL 28/S-421 FOR EXPANSION JOINT INFO CRS PURLIN PER PLAN CRS PURLIN PER PLAN CROSSBEAM BELOW 47 4 M N - SEE PANEL SPEC F CAT ONS CL BOLT CL BOLT S-410 11 S-410 12 4 3 8 6 1 1 2 2 1 2 1 2 PMA-03.87 PURLIN MOUNTING ANGLE PV PANEL CFS PURLIN PER PLAN INSTALL WASHER ON PURLIN SIDE OF OF SLOT, TYP. 8700 S-410 SIM 1 1 2 6 6 7 8 9300 ° 1 2 2 1 2 CFS PURLIN PER PLAN PMA-03.93 PURLIN MOUNTING ANGLE INSTALL WASHER ON PURLIN SIDE OF OF SLOT, TYP. PV PANEL 2 S-410 SIM AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 FRAMING DETAILS ANACOSTIA GARAGE 12128 0001878727 S-410 N.T.S. 6 TYP. PV PANEL ATTACHMENT DETAIL 1/2" = 1'-0" 5 SECTION DETAIL -TYP. CROSSBEAM PURLIN BRACE (BR-2) 12" = 1'-0" 7 PANEL BOLT ASSEMBLY 3" = 1'-0" 8 SECTION (FRONT) -CRS PURLIN SPLICE 1/2" = 1'-0" 1 SECTION DETAIL -TYP. PANEL SECTION 1/2" = 1'-0" 4 SECTION DETAIL -TYP. 7.4 DEG. PANEL SECTION @ BLOCKING (PB-1) 3" 1'-0" 2 SECTION (FRONT) -PURLIN MOUNTING ANGLE (90 DEG.) 3" = 1'-0" 3 SECTION (SIDE) -PURLIN MOUNTING ANGLE (90 DEG.) 3" = 1'-0" 13 TYPICAL END MEMBER CONNECTION 3" = 1'-0" 14 SECTION -SNOW GUARD ATTACHMENT 3" = 1'-0" 15 PLAN -SNOW GUARD ATTACHMENT 3" = 1'-0" 16 ELEVATION -SNOW GUARD ATTACHMENT 3" = 1'-0" 9 SECTION (FRONT) -CRS PURLIN EXPANSION SPLICE 1 1/2" = 1'-0" 10 SECTION DETAIL -1 DEG. NEGATIVE TILT PV PANEL ON 2 DEG. CROSSBEAM 3" = 1'-0" 11 SECTION (SIDE) -PURLIN MOUNTING ANGLE (87 DEG.) 3" = 1'-0" 12 SECTION (SIDE) -PURLIN MOUNTING ANGLE (93 DEG.) REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
6" CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE k 1/4" TO START OF RADIUS 4500° NOTE: ALL TAPER COPE LOCATIONS TO BE IN CONFORMANCE WITH AISC 360-16 J1.6 AND M2.2 13 S-420 CROSSBEAM OR GIRDER PER PLAN, SEE S-100 SERIES FOR TYPE CL SPPE-12 SPLICE PLATE (BEAM END) (8) FB-12.42 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CROSSBEAM GIRDER PER PLAN, SEE S-100 SERIES FOR TYPE 5/8" DIA. HOLE (8 PLACES) TYP. AT WEB 5/16 3/4xtf TYP. AT FLG. T & B bf 1" 2 1/2"2 1/2" 2 1/2" 2 1/2" 2 1/2"2 1/2" EQ.EQ. BEAM GAGE 1/2" TYP. NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. CL CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-10.36 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CCP-14 COL. CAP PL. COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE TYP AT COL WEB 5/16 TYP AT COL FLANGE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COL. FLANGE, TYP. SEE 20/S-420 FOR DETAILS. 2 1/2" 2 1/2" 1/2" TYP. 3/4xtf MIN BEAM GAGE EQEQ NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. 3) MINIMUM WELD SIZE OF 5/16" SHALL APPLY 9 S-420 CL CCP-14 COL. CAP PL. STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-10.36 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CL CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-10.36 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CCP-14 COL. CAP PL. COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE TYP AT COL WEB 5/16 TYP AT COL FLANGE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COL. FLANGE, TYP. SEE 20/S-420 FOR DETAILS. 3/4xtf MIN 2 1/2" 2 1/2" 1/2" TYP. BEAM GAGE EQEQ NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. 3) MINIMUM WELD SIZE OF 5/16" SHALL APPLY S-420 CL CCP-14 COL. CAP PL. STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-10.36 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CL CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-10.36 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CCP-14 COL. CAP PL. COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE TYP AT COL WEB 5/16 TYP AT COL FLANGE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COL. FLANGE, TYP. SEE 20/S-420 FOR DETAILS. 2 1/2" 2 1/2" 1/2" TYP. BEAM GAGE EQEQ 3/4xtf MIN NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. 3) MINIMUM WELD SIZE OF 5/16" SHALL APPLY 7 S-420 CL CCP-14 COL. CAP PL. STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-10.36 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CL CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE (8) FB-09.34 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CCP-14 COL. CAP PL. COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE TYP AT COL WEB 3/8 TYP AT COL FLANGE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COL. FLANGE, TYP. SEE 20/S-420 FOR DETAILS. 3/4xtf MIN 2 1/2" 2 1/2" 2 1/2"2 1/2" 1/2" TYP. BEAM GAGE NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. 3) MINIMUM WELD SIZE OF 5/16" SHALL APPLY 2 1/2" 2 1/2" 1 S-420 CL CCP-14 COL. CAP PL. STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE (8) FB-09.34 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CL CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE (8) FB-09.34 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CCP-14 COL. CAP PL. COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE TYP AT COL WEB 3/8 TYP AT COL FLANGE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COL. FLANGE, TYP. SEE 20/S-420 FOR DETAILS. 3/4xtf MIN 2 1/2" 2 1/2" 2 1/2"2 1/2" 1/2" TYP. BEAM GAGE NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. 3) MINIMUM WELD SIZE OF 5/16" SHALL APPLY 2 1/2" 2 1/2" 3 S-420 CL CCP-14 COL. CAP PL. STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE (8) FB-09.34 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. 11 S-420 CL STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COL. FLANGE, TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE (5) FB-7.18 FIELD BOLTS SHPE-4 SHEAR TAB PLATE (EXTENDED) SEE 19/S-420 FOR DETAILS. 1 3/4" 1 3/4 3/4" EQ2"3"3"3"3"2"EQ 12 S-420 CL CL CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE (5) FB-07.18 FIELD BOLTS W/ SHORT SLOTTED HOLES IN BEAM GIRDER PER PLAN, SEE S-100 SERIES FOR TYPE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COL. FLANGE, TYP. SEE 20/S-420 FOR DETAILS. CL 1/4" TYP. STP-4 STIFFENER PLATE CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE 3/8" TYP. CL 1/2" TYP. SHPE-4 SHEAR TAB PLATE (EXTENDED) CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE TYP. 5/16 EQ EQ CL CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-10.36 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. CCP-14 COL. CAP PL. COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE TYP AT COL WEB 5/16 TYP AT COL FLANGE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COL. FLANGE, TYP. SEE 20/S-420 FOR DETAILS. 3/4xtf 1/2" BEAM GAGE EQEQ 2 1/2"2 1/2" 2 1/2"2 1/2" STPE-2 STIFFENER PLATE (END) 1/2" 5/16 NOTES: 1) "tf"= FLANGE THICKNESS 2) WELD SIZE VARIES BY "tf" AS SHOWN. 17 S-420 CL 1-0 CCP-14 COL. CAP PL. STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM (OR GIRDER) PER PLAN, SEE S-100 SERIES FOR TYPE COLUMN PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-10.36 FIELD BOLTS (PRETENSIONED) PER CONNECTION, TYP. STPE-2 STIFFENER PLATE (END) AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 FRAMING DETAILS 2 ANACOSTIA GARAGE 12128 0001878727 S-420 1 1/2" = 1'-0" 15 CROSSBEAM END CUT (SHORT) 1 1/2" = 1'-0" 14 CROSSBEAM END SPLICE -(SIDE) 1 1/2" = 1'-0" 13 CROSSBEAM END SPLICE -(FRONT) 1/2" 1'-0" 9 SECTION (PLAN) -LONGSPAN INT. COLUMN CROSSBEAM CONNECTION -2 DEG. 1 1/2" = 1'-0" 10 SECTION (SIDE) -LONGSPAN INT. COLUMN CROSSBEAM CONNECTION -2 DEG. 1/2" = 1'-0" 5 SECTION (PLAN) -LONGSPAN EXT. COLUMN CROSSBEAM CONNECTION -2 DEG. 1/2" = 1'-0" 6 SECTION (SIDE) -LONGSPAN EXT. COLUMN CROSSBEAM CONNECTION -2 DEG. 1/2" = 1'-0" 7 SECTION (PLAN) -LONGSPAN EXT. COLUMN CROSSBEAM CONNECTION -1 DEG. 1/2" = 1'-0" 8 SECTION (SIDE) -LONGSPAN EXT. COLUMN CROSSBEAM CONNECTION -1 DEG. 1/2" 1'-0" 1 SECTION (PLAN) -DUAL TILT T-CANOPY COLUMN CROSSBEAM CONNECTION -2 DEG. 1 1/2" = 1'-0" 2 SECTION (SIDE) -DUAL TILT T-CANOPY COLUMN CROSSBEAM CONNECTION -2 DEG. 1 1/2" = 1'-0" 3 SECTION (PLAN) -DUAL TILT T-CANOPY COLUMN CROSSBEAM CONNECTION -1 DEG. 1 1/2" = 1'-0" 4 SECTION (SIDE) -DUAL TILT T-CANOPY COLUMN CROSSBEAM CONNECTION -1 DEG. 1 1/2" = 1'-0" 12 SECTION (FRONT) -CROSSBEAM TO GIRDER CONNECTION 1 1/2" = 1'-0" 11 SECTION (PLAN) -GIRDER TO CROSSBEAM CONNECTION 1 1/2" = 1'-0" 20 SECTION DETAIL -TYP. STIFFENER PLATE 1 1/2" = 1'-0" 19 SECTION DETAIL -TYP. SHEAR TAB PLATE 1 1/2" = 1'-0" 17 SECTION (PLAN) -LONGSPAN EXT. COLUMN CROSSBEAM CONNECTION -2 DEG.1 1 1/2" = 1'-0" 18 SECTION (SIDE) -LONGSPAN EXT. COLUMN CROSSBEAM CONNECTION -1 DEG. REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
CL STP-4 STIFFENER PLATE TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE (2) FB-07.16 FIELD BOLTS IN SHORT SLOT HOLES SHPE-4 SHEAR TAB PLATE (EXTENDED) SEE 19/S-420 FOR DETAILS. EQ2"3"2"EQ CONDUIT SUPPORT BEAM PER PLAN, SEE S-100 SERIES FOR TYPE. ALIGN BOTTOM FLANGE TO BOTTOM OF CROSSBEAM 1 3/4" 1 3/ 3/4" CL CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-07.16 FIELD BOLTS IN SHORT SLOT HOLES SHPE-4 SHEAR TAB PLATE (EXTENDED) SEE 19/S-420 FOR DETAILS. CONDUIT SUPPORT BEAM PER PLAN, SEE S-100 SERIES FOR TYPE. ALIGN BOTTOM FLANGE TO BOTTOM OF CROSSBEAM 3/4" 1 3/4 3/4" EQ2"3"2"EQ 1 1/4" EQ2"3"2"EQ 2 1/2" 1/2 1" CL STP-4 STIFFENER PLATE TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE (2) FB-07.16 FIELD BOLTS IN 15/16" X 2-5/8" SLOTS IN PLATE SHPE-4 SHEAR TAB PLATE (EXTENDED) SEE 19/S-420 FOR DETAILS. CONDUIT SUPPORT BEAM PER PLAN, SEE S-100 SERIES FOR TYPE. ALIGN BOTTOM FLANGE TO BOTTOM OF CROSSBEAM NOTE: SEE DETAIL 28/S-421 FOR EXPANSION JOINT INFO 14 CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE (2) FB-07.16 FIELD BOLTS IN SHORT SLOT HOLES SHPE-4 SHEAR TAB PLATE (EXTENDED) SEE 19/S-420 FOR DETAILS. CONDUIT SUPPORT BEAM PER PLAN, SEE S-100 SERIES FOR TYPE. ALIGN BOTTOM FLANGE TO BOTTOM OF CROSSBEAM EQ2"3"2"EQ 3/4" 1 3/4 3/4" 1 1/4" 1" 2 1/2 2 1/2" (2) FB-07.16 FIELD BOLTS IN 15/16" X 2-5/8" SLOTS IN PLATE NOTE: SEE DETAIL 28/S-421 FOR EXPANSION JOINT INFO WEST EAST CL STP-4 STIFFENER PLATE TYP. SEE 20/S-420 FOR DETAILS. CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-07.16 FIELD BOLTS IN 15/16" X 2-5/8" SLOTS IN PLATE SHPE-4 SHEAR TAB PLATE (EXTENDED) SEE 19/S-420 FOR DETAILS. CONDUIT SUPPORT BEAM PER PLAN, SEE S-100 SERIES FOR TYPE. ALIGN BOTTOM FLANGE TO BOTTOM OF CROSSBEAM 1 1/4" 1/2" 2 1/2 1" EQ2"3"2"EQ NOTE: SEE DETAIL 28/S-421 FOR EXPANSION JOINT INFO CL CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE SHPE-4 SHEAR TAB PLATE (EXTENDED) SEE 19/S-420 FOR DETAILS. CONDUIT SUPPORT BEAM PER PLAN, SEE S-100 SERIES FOR TYPE. ALIGN BOTTOM FLANGE TO BOTTOM OF W18x040 CONNECTION AT OPPOSITE END (2) FB-07.16 FIELD BOLTS IN 15/16" X 2-5/8" SLOTS IN PLATE 1 3/4" 1 3/4 3/4" EQ2"3"2"EQ STP-4 STIFFENER PLATE TYP. SEE 20/S-420 FOR DETAILS. CL CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE (4) FB-07.16 FIELD BOLTS IN SHORT SLOT HOLES SHPE-4 SHEAR TAB PLATE (EXTENDED) SEE 19/S-420 FOR DETAILS. CONDUIT SUPPORT BEAM PER PLAN, SEE S-100 SERIES FOR TYPE. ALIGN BOTTOM FLANGE TO BOTTOM OF CROSSBEAM 3/4" 1 3/4 1 3/4" CONDUIT SUPPORT BEAM PER PLAN, SEE S-100 SERIES FOR TYPE. ALIGN BOTTOM FLANGE TO BOTTOM OF CROSSBEAM EQ2"3"2"EQ THE FOLLOWING NOTES APPLY TO ALL SLOTTED HOLES AT EXPANSION JOINTS: 1. INSTALLER TO LOCATE BOLT IN CENTER OF SLOTTED HOLE AS SHOWN. 2. CHEMICALLY LOCK THREADS USING LOCTITE THREADLOCKER RED 271 OR EQUAL. 3. PROVIDE TEFLON WASHER BETWEEN STEEL MEMBER AND REGULAR WASHER. 4. PROVIDE TEFLON WASHER BETWEEN STEEL PLATE AND REGULAR WASHER. 5. FINGER TIGHTEN BOLTS. PV PANEL 47.24" MIN. SEE PANEL SPECIFICATIONS CL BOLT CL BOLT S-410 6 CRS PURLIN PER PLAN CROSSBEAM BELOW 1'-1" CRS PURLIN PER PLAN INSTALL AT LOW SIDE OF SLOPE S-410 PV PANEL CRS PURLIN PER PLAN CRS PURLIN PER PLAN CROSSBEAM BELOW PB-2B BLOCKING 9" DEEP x 2" WIDE x18 GA (MIN) TRACK BLOCKING. SEE CFS FRAMING PLAN FOR LOCATION OF BLOCKING MOUNTING ANGLE BEYOND MOUNTING ANGLE BEYOND (2) FB-05.10 FIELD BOLTS AT EACH END OF BLOCKING 1/2" MAX 1 1/2" 6" 1 1/2" 1 1/2" PB-2A BLOCKING 9" DEEP x 2" WIDE x18 GA (MIN) TRACK BLOCKING. SEE CFS FRAMING PLAN FOR LOCATION OF BLOCKING 8 CL EQEQ CRS PURLIN PER PLAN CROSSBEAM PER PLAN, SEE S-100 SERIES FOR TYPE STP-4 STIFFENER PLATE PER 20/S-420 NOTE: WELD STIFFENER PLATE AT ANGLE TO MATCH PURLIN. BR-2 BRACE ANGLE PER PLAN AT ONE SIDE OF STIFF PL. 1 FB-06.12 FIELD BOLT, TYP. FIELD DRILL HOLES IN CFS PURLIN 11/2"TYP 3/4" FB-06.16 FIELD BOLT, TYP. 11/2 31/2" 11/2 11/2 18 26 NOTE: SEE DETAIL 5/S-410 FOR TYPICAL BR-2 CROSSBEAM PURLIN BRACE. AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 FRAMING DETAILS 3 ANACOSTIA GARAGE 12128 S-421 1 1/2" = 1'-0" 21 CONNECTION AT CONDUIT SUPPORT BEAM (SINGLE) 1 1/2" = 1'-0" 22 CONNECTION AT CONDUIT SUPPORT BEAM (DOUBLE) 1 1/2" = 1'-0" 23 CONNECTION AT CONDUIT SUPPORT BEAM (SINGLE -EXPANSION) 1 1/2" = 1'-0" 24 CONNECTION AT CONDUIT SUPPORT BEAM (DOUBLE W/ 1 EXP. JT.) 1 1/2" = 1'-0" 25 CONNECTION AT CONDUIT SUPPORT BEAM (DOUBLE W/ 2 EXP. JT.) 1 1/2" = 1'-0" 26 CONNECTION AT CONDUIT SUPPORT BEAM (SINGLE W/ OFFSET) 1 1/2" = 1'-0" 27 CONNECTION AT CONDUIT SUPPORT BEAM (DOUBLE W/ OFFSET) 3" = 1'-0" 28 EXPANSION JOINT NOTES 1 1/2" = 1'-0" 29 SECTION DETAIL -TYP. PANEL SECTION AT TRIPLE PURLIN 1 1/2" = 1'-0" 30 SECTION DETAIL -TYP.PANEL SECTION @ TRIPLE PURLIN BLOCKING (PB-1) 1 1/2" = 1'-0" 31 SECTION DETAIL -ALT. CROSSBEAM PURLIN BRACE (BR-2) REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. N S WE 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 3D CANOPY FRAMING DIAGRAM (FOR REFERENCE ONLY) ANACOSTIA GARAGE 12128 0001878727 S-600 NOTE: THIS SHEET IS FOR REFERENCE ONLY. MANY ELEMENTS ARE NOT SHOWN FOR CLARITY. SEE PLANS AND DETAILS FOR SPECIFIC INFORMATION. N.T.S. 1 3D CANOPY FRAMING DIAGRAM (FOR REFERENCE ONLY) REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU
EQEQ 10" 5" NOTE 4 2'-6" MIN. 1 2 1'-3" MIN. 1'-3 ELECTRICAL UNIT PER 1/#4 CONT. TOP & BOTTOM (NOTE 4) #4 @ 12" 2'-6" TOOLED EDGE FINISH GRADE CONC. PAD PER GSN MIN PLAN DIMENSIONS 4-FT X 4-FT. 5/8" S.S. HILTI KB-TZ WITH 4" EMBED (ESR-1917), @ EA. MFR. PROVIDED MOUNTING HOLE, FOR MINIMUM NO. OF ANCHORS SEE 1/NOTES: 1. EXPANSION ANCHORS: THE SUPPLIED ANCHOR DIAMETER SHALL BE NOT LESS THAN 1/16" OF THE MANUFACTURER SUPPLIED ATTACHMENT BOLT HOLE DIAMETER. THE SPECIFIED ANCHOR AND EMBEDMENT ARE MINIMUM PARAMETERS ONLY. ALL EXPANSION ANCHORS EXPOSED TO WEATHER SHALL BE AISI 316 S.S. 2. ANCHORS SHALL BE INSTALLED IN HOLES PREPUNCHED BY EQUIPMENT MANUFACTURER. 3. PREPARE 6" THICK SUB-GRADE AGGREGATE LAYER PER THE REQUIREMENTS IN THE GEOTECHNICAL REPORT. 4.FOR SITES WITH A FROST DEPTH GREATER THAN 2'-6", THE THCIKENED EDGE SHALL BE EXTENDED TO BEAR ON SOIL BELOW THIS DEPTH. THE THICKENED EDGE SHALL BE REINFORCED BY CONT. #4 LONGITUDINAL BARS AT 12" O.C. 5.PER ELECTRICAL SPEC, ALL STEEL MATERIAL SHALL BE STAINLESS STEEL OR HOT DIP GALVANIZED. CLR 3 3/4 #4 @ 16" O.C. EA. WAY STEEL COLUMN PER PV-005 P1000, T&B ALIGN W/ UNIT MOUNTING HOLES Wp=225# MAX/UNIT 450# MAX/COL. 6" MAX 2" MIN. CL NOTES: 1.PER ELECTRICAL SPEC, ALL STEEL MATERIAL SHALL BE STAINLESS STEEL OR HOT DIP GALVANIZED. P1000 UNISTRUT, T&B ALIGN W/ UNIT MOUNTING HOLES Wp=225# MAX/UNIT 1/4" Ø M.B. & STRUT NUT THRU HOLES BY MFR. UNITS MAX/COL. COLUMN PER PLAN 7 NOTE: SEE DETAIL 6/S-701 FOR COLUMN MOUNTED EQUIPMENT WEIGHT NOTES (1) FB-3, 3/8"Ø A307 BOLT AT EQUIPMENT CONNECTION THRU ANGLE, TYP. 1/2" (2) FB-3, 3/8"Ø A307 BOLTS THRU COLUMN AT EACH ANGLE, TYP. COLUMN PER PLAN 7/16"Ø 2X2X3X1/4" STD. ANGLE FOR ELECTRICAL EQUIPMENT MOUNTING, PER 8/S-700 P1000 UNISTRUT, PER 3/4"1 1/4" 3/4"1 1/2"3/4" 1"1" 2"1" 2X2X3X1/4" STD. ANGLE FOR ELECTRICAL EQUIPMENT MOUNTING. (4) FOR EACH EQUIPMENT UNIT/ COLUMN SIDE 7/16"Ø 2" 2" 14" Ø 3"2'-6" 4'-6" FORM TOP TO DRAIN AWAY FROM CENTER 6" Ø STANDARD PIPE FILLED W/ CONC. NOTES: 1. POST BARRICADES SHALL BE HOT DIPPED GALVANIZED. 2.SEE 19/-FOR ALTERNATE REMOVABLE BARRICADE. 3. PER ELECTRICAL SPEC, ALL STEEL MATERIAL SHALL BE STAINLESS STEEL OR HOT DIP GALVANIZED. 4. THIS BOLLARD IS CONSIDERED AS A VEHICLE DETERRENT, AND IS NOT INTENDED AS A VEHICLE BARRIER PER ASCE 7. (2) #12 SELF DRILLING SCREWS T&B (BY ELEC. SUB) P1000, T&B ALIGN W/ UNIT MOUNTING HOLES (BY ELEC. SUB) Wp=225# MAX/UNIT 450# MAX/COL. 1/4" Ø M.B. & STRUT NUT THRU HOLES BY MFR. (BY ELEC. SUB) 5 NOTES: 1.PER ELECTRICAL SPEC, ALL STEEL MATERIAL SHALL BE STAINLESS STEEL OR HOT DIP GALVANIZED. 2. SEE DETAIL 6/S-701 FOR COLUMN MOUNTED EQUIPMENT WEIGHT NOTES CROSSBEAM PER PLAN UNISTRUT P1379S OR EQ., TOP & BOT. SET SCREW TORQUE = 10 FT-LBS (BY ELEC. SUB) UNISTRUT P1000, P5000 OR EQUAL AT 5'-0" MAX ON CENTER (BY ELEC. SUB) 1/2" HEX HEAD CAP SCREW AND CHANNEL NU, TYP. (BY ELEC. SUB) #10 SMS (BY ELEC. SUB) FHO OR FHS CLIPS OR EQUIVALENT @ 48" O.C. (BY ELEC. SUB) CONDUITS, TYP. WMAX = 13.5 PLF CROSSBEAM PER PLAN UNISTRUT PLLC025 OR EQ., TOP & BOT. SET SCREW TORQUE 3 FT-LBS LOCK NUT TORQUE 3.5 FT-LBS (BY ELEC. SUB) UNISTRUT P1000, P5000 OR EQUAL AT 5'-0" MAX ON CENTER (BY ELEC. SUB) 1/2" HEX HEAD CAP SCREW AND CHANNEL NU, TYP. (BY ELEC. SUB) FHO OR FHS CLIPS OR EQUIVALENT @ 48" O.C. (BY ELEC. SUB) #10 SMS (BY ELEC. SUB) FHO OR FHS CLIPS OR EQUIVALENT @ 48" O.C. (BY ELEC. SUB) WMAX 6.8 PLF CONDUITS, TYP. Wp=50# MAX/UNIT 100# MAX/BEAM (4) #12 SELF DRILLING SCREWS IN MANUF. PROVIDED HOLES (BY ELEC. SUB) CROSSBEAM PER PLAN PURLIN #10 SMS (BY ELEC. SUB) FHO OR FHS CLIPS OR EQUIVALENT @ 48" O.C. (BY ELEC. SUB) CONDUITS, TYP. WMAX 1.7 PLF THE FOLLOWING NOTES APPLY TO ALL POST-INSTALLED ANCHORS AT GARAGE WALLS: 1. CONTRACTOR TO PERFORM GPR AND AVOID DAMAGING EXISTING REINFORCEMENT AND PT 2. CONTRACTOR TO INSTALL KB-TZ PER ESR-1917 AND KB-3 PER ESR-1385 3. USE OVERSIZED WASHER AS NEEDED, WHERE ANCHOR DIAMETER IS LESS THAN STANDARD MFR HOLE -1/16" COLUMN PER PLAN CONDUIT PER ELECTRICAL UNISTRUT PER SCHED. @ 3'-0" O.C. W/ (2) #12 SELF DRILLING SCREWS (BY ELEC. SUB) CONDUIT SIZE 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" UNISTRUT SIZE P2558-07 P2558-10 P2558-12 P2558-15 P2558-20 P2558-25 P2558-30 SIDE VIEW A CONDUIT PER ELECTRICAL COLUMN PER PLAN A WMAX = 32.4 PLF CONDUIT SUPPORT BEAM PER PLAN UNISTRUT P1379S OR EQ., TOP & BOT. SET SCREW TORQUE = 10 FT-LBS (BY ELEC. SUB) UNISTRUT P1000, P5000 OR EQUAL AT 5'-0" MAX ON CENTER (BY ELEC. SUB) 1/2" HEX HEAD CAP SCREW AND CHANNEL NU, TYP. (BY ELEC. SUB) #10 SMS (BY ELEC. SUB) FHO OR FHS CLIPS OR EQUIVALENT @ 48" O.C. (BY ELEC. SUB) CONDUITS, TYP. WMAX = 40 PLF ADDITIONAL ROD AND UNISTRUT ASSEMBLY BY ELEC. SUB (E) WALL OR BEAM TYPE VARIES UNISTRUT P1000HS OR APPROVED EQUAL AT 8'-0" OC MAX 2'-0" MAX UNISTRUT LENGTH 3/8"Ø X 2" EMBED STAINLESS STEEL HILTI KB TZ OR APPROVED EQUIV W/ WASHER AT CONCRETE (BY CONTRACTOR) OR 3/8"Ø X 2" EMBED STAINLESS STEEL HILTI KB-3 OR APPROVED EQUIV W/ WASHER AT MASONRY (BY CONTRACTOR) (1) AT EA END MIN 2'-0" OC MAX 2-1/2" MIN. STRUT MOUNTED PIPE CLAMP (BY WLWC. SUB) 8" MIN WMAX = 40 PLF ADDITIONAL ROD AND UNISTRUT ASSEMBLY BY ELEC. SUB NOTE: SEE DETAIL 13/S-700 FOR EXPANSION JOINT INFO 2" X 1 1/2" X 1/4" STRAP 1/2" X 1" HEX BOLT WASHERS, NUT 3 1/2" X 1 1/2" X 1/4" TYPE "B" 2'-6" TYPE "B" 3'-0" STANDARD PIPE SLEEVE 7" Ø X 3' (TYPE "B") NOTES: 1. REMOVABLE POST BARRICADE SHALL NOT BE CONCRETE FILLED. 2. HAND TIGHTEN BOLT & NUT USING WASHERS EACH SIDE OF STRAPS. CUT BOLT APPROX. 1/8" FROM FACE OF NUT AND PEEN EXPOSED END OF BOLT. 3. FOR ITEMS NOT NOTED, REFER TO 15/-. 4.PER ELECTRICAL SPEC, ALL STEEL MATERIAL SHALL BE STAINLESS STEEL OR HOT DIP GALVANIZED. 5. THIS BOLLARD IS CONSIDERED AS A VEHICLE DETERRENT, AND IS NOT INTENDED AS A VEHICLE BARRIER PER ASCE 7. C.G. W Hcg EQUIPMENT DESCRIPTION SWITCHBOARD(S) MAX WT (lb.) 2,000 H (MAX) (in.) 90" Hcg (MAX) (in.) 60" W (MIN) (in.) 36" (MIN) (in.) 108" MIN OF ANCHORS SEE DIAGRAM DETAIL BELOW L W ANCHOR PLAN DIAGRAM FOR PAD INFORMATION SEE 18/FOR ANCHORAGE INFORMATION SEE 18/EQUIPMENT PER ELECTRICAL AND SCHEDULE ABOVE NOTES: 1. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. PER ELECTRICAL SPEC, ALL STEEL MATERIAL SHALL BE STAINLESS STEEL OR HOT DIP GALVANIZED. TRANSFORMER 13,089 90" 60" 36" 108" SEE DIAGRAM DETAIL BELOW AS-BUILTS DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE CONSULTANT HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMMISSION THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 01/2"1" REVISIONS Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 5 0 -0 5 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, IS STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR IS NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 850 HOWARD ROAD SE WASHINGTON, DC 20020 EQUIPMENT MOUNTING DETAILS ANACOSTIA GARAGE 12128 0001878727 S-700 1" = 1'-0" 18 EQUIPMENT ANCHORAGE DETAIL AT CONCRETE PAD 1 1/2" = 1'-0" 5 TYP. EQUIPMENT MOUNTING DETAIL (TO COLUMN FLANGE) -ELEVATION (FRONT) 1 1/2" = 1'-0" 6 TYP. EQUIPMENT MOUNTING DETAIL (TO COLUMN WEB) -ELEVATION (SIDE) 3" = 1'-0" 7 TYP. EQUIPMENT MOUNTING DETAIL (BETWEEN FLANGE) -PLAN 6" = 1'-0" 8 TYP. EQUIPMENT MOUNTING DETAIL (BETWEEN FLANGE) -ANGLE 1/2" 1'-0" 15 BOLLARD DETAIL 1 1/2" = 1'-0" 4 TYP. EQUIPMENT MOUNTING DETAIL (TO COLUMN FLANGE) -ELEVATION (SIDE) 3" = 1'-0" 2 CONDUIT SUPPORT AT CROSSBEAM/GIRDER (BOTTOM) 3" = 1'-0" 3 CONDUIT SUPPORT AT CROSSBEAM/GIRDER (SIDE) 1 1/2" = 1'-0" 9 FIELD MOUNTED ELEC. EQUIPMENT (WEB) 3" = 1'-0" 10 OPTIONAL CONDUIT SUPPORT -TYPE 1 3" = 1'-0" 13 CONDUIT SUPPORT INSTALL NOTES 1 1/2" = 1'-0" 14 PIPE / CONDUIT MOUNTING 3" = 1'-0" 16 CONDUIT SUPPORT AT CONDUIT SUPPORT BEAM (BOTTOM) 3" = 1'-0" 17 TYPICAL CONDUIT SUPPORT AT WALL 3/4" 1'-0" 19 REMOVABLE POST BARRICADE 1 1/2" = 1'-0" 1 TYPICAL EQUIPMENT ANCHORAGE DETAIL REVDESIGN # DESCRIPTION DATEDBCB 0 ISSUED FOR CONSTRUCTION 10/06/21 1 ISSUED FOR CONSTRUCTION - REV. 1 10/26/21 2 AS-BUILTS 01/06/23 No.PE-S920085 NELSON E N N O A E H L S S L T A R R UCTU

FOUNDATION&SITEWORK

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONS--

-

REINFORCINGBARSEEG-001DRAWINGSSEEG-001S-031SERIESDRAWINGS--

CONCRETESEEG-001DRAWINGSSEEG-001DRAWINGS--

-

-NON-SHRINKGROUTSEEG-001DRAWINGSSEEG-001DRAWINGS--

STRUCTURALSTEEL

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLOR

BP-1BASEPLATEA572GR.502"PL.SEE400SERIESDRAWINGSHOTDIPGALVANIZEDTBD

PL-1COLUMNCAPPLATEA572GR.501-1/2"PL.SEE400SERIESDRAWINGSHOTDIPGALVANIZEDTBD

PL-2CROSSBEAMSPLICEPLATEA572GR.501-1/2"PL.SEE400SERIESDRAWINGSHOTDIPGALVANIZEDTBD

C-1COLUMNA992W14x82SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDTBD

C-2COLUMNA992W14x90SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDTBD

C-3COLUMNA992W14x68SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDTBD

C-4COLUMNA992W14x74SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDTBD

CB-1CROSSBEAMA992W30x108SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDTBD

CB-2CROSSBEAMA992W24x76SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDTBD

SA-1STEELANGLEATCROSSBEAM&PURLIN5/16"A572GR50BENTPLATE6"X3"X11"LONGHOTDIPGALVANIZEDN/A

PS-1PURLINSPLICEPLATE5/16"A572GR50SPLICEPLATE6"X9"LONGHOTDIPGALVANIZEDN/A

BR-2PURLINBRACE1/4"A36STEELANGLE3"X3"X1/4"HOTDIPGALVANIZEDN/A

N/AINVERTERMOUNTINGANGLEA36STEELANGLEL6"X4"X5/16"HOTDIPGALVANIZEDN/A

P1-P3PURLINA65310GA.GRADE5512"DEEPX4"FLANGEWIDTH(CEESECTION),LENGTH

G-140N/A

BL-1PURLINBLOCKINGA65318GA.GRADE339"(H)X2-1/2(W)X49-1/2(L)G-140N/A

PC-1PURLINCOVERA65318GA.GRADE332"X12-1/8"X2"XLENGTHTBDG-140N/A

PW-1PLATEWASHERA572GR.504"X4"X1/2"HOTDIPGALVANIZEDN/A

BOLT&FASTENERS

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLOR

AB-12ANCHORRODF1554GR.10511/2"DIA.x4'-0"HOTDIPGALVANIZEDN/A

FB-4

FB-7

FB-12

FIELDBOLT CROSSBEAMTOSA-1 SA-1TOPURLIN PURLINSPLICETOPURLIN PURLINBLOCKINGTOPURLIN

A3251/2"DIA.HOTDIPGALVANIZEDN/A

FIELDBOLT BR-2BRACINGTOPURLINA3257/8"DIA.HOTDIPGALVANIZEDN/A

FIELDBOLT CROSSBEAMSPLICECOLUMN TOCROSSBEAM

MB-1MOUNTINGBOLT-PURLINTOPV

A3251-1/2"DIA.HOTDIPGALVANIZEDN/A

PANEL18-8STAINLESS1/4"DIA.X3/4"LONGW/FLANGEHEXHEADN/AN/A #12TEKSCREWFIELDSCREW-PURLINTOPURLIN

COVERSTEEL1/4"X3/4"LONGW/HEXHEAD&WASHER,ITW-BUILDEXCLIMEASEALN/A

MATERIALSCHEDULE SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 5055 STRICTLYFORBIDDEN. REVDESIGN#DESCRIPTIONDATEDBCB PROJECT OPPORTUNITYREVISIONS ENGINEER'S STAMP 01" BARNOTONEINCH,DRAWINGNOTTOSCALE 4 C90%DESIGN10-23-20 190%DESIGNr104-09-21MDJM JSAM 290%DESIGNr206-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3ISSUEDFORPERMIT08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4ISSUEDFORCONSTRUCTION12-14-21JSJM 56 1 2 3 4 1911SOUTHERNAVENUE TEMPLEHILLS,MD207485GSRPUPDATE08-26-22JSJM 6REISSUEDFORCONSTRUCTION11-04-22JSJM 7AS-BUILTS01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST MATERIALSCHEDULE S-005 12132 0001878727 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.

2.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYOTHERS.

3.THISISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHIS SHEETISFORREFERENCEONLY.FINALFOUNDATIONLOCATIONSARESUBJECTTO FIELDSURVEYANDVERIFICATIONSOFEXISTINGUTLITIES,BYSUNPOWER.

AS-BUILTS DRAWINGS

THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

7B 6B 5B 4B 3B 2B 1B B A 7A 6A 5A 4A 3A 2A 1A ARRAY1 19X64 ARRAY2B 16X28 ARRAY2A 16X28 13F F E 12F 11F 13E 12E 11E 9D 8D 10D D C 9C 8C 10C2S-301 2S-021 2S-022 2S-301 1S-301 4S-022 1S-021 2S-022 4S-022 GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS SIGN CONC.WALK CONC.WALK CONC.WALK HCRAMP CONC.WALK RAMPHC RAMPHC TRAV.1000 ELEV=166.90' TRAV.1001 ELEV.=173.49' CONC W HC RAMP RAMP SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 040050 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 01" BARNOTONEINCH,DRAWINGNOTTOSCALE 4 3 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST SITEPLAN:ARRAYLAYOUT S-011 12132 SCALE: 1OVERALLSITEARRAYPLAN 1/16"=1'-0" 0001878727 NOTES
LEGEND:
X BOLLARD FIRE-HYDRANT WATERMETER SIGN UNDERGROUNDELECTRIC UNDERGROUNDSEWER UNDERGROUNDWATER PARKINGMETER ELECTRICBOX ELEC.HANDHOLE CURB CONTOUR SEWERMANHOLE STORMDRAINMANHOLE TREELINE CHAINLINKFENCE UNDERGROUNDSTORMDRAIN GASLINE(CATHODICPROTECTION)
PROPOSEDTREEREMOVAL PROPOSEDPOLERISER EXISTINGLIGHTPOLETOBEREMOVED PROPOSEDEQUIPMENTPAD INVERTER SOLARPANELBOARD ACCONDUITSINTRENCH ACCONDUITSINVETERTOSPB OVERHEADPOWERLINES

PROPOSEDTREEREMOVAL

AS-BUILTS DRAWINGS

1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.

2.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYOTHERS.

3.THISISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHIS SHEETISFORREFERENCEONLY.FINALFOUNDATIONLOCATIONSARESUBJECTTO FIELDSURVEYANDVERIFICATIONSOFEXISTINGUTLITIES,BYSUNPOWER.

THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

7B 6B 5B 4B 3B 2B 1B B A 7A 6A 5A 4A 3A 2A 1A ARRAY2B ARRAY2A 13F F E 12F 11F 13E 12E 11E 9D 8D 10D D C 9C 8C 10C ARRAY1 2S-301 2S-021 2S-022 2S-301 1S-301 4S-022 1S-021 2S-022 4S-022 6'-0"CLR VIF GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS SIGN CONC.WALK CONC.WALK CONC.WALK HCRAMP CONC.WALK RAMPHC RAMPHC TRAV.1000 ELEV=166.90' TRAV.1001 ELEV.=173.49' CONC. WALK HC RAMP HC RAMP RAMP 33'-9" 30'-412 " 30'-412 " 30'-412 30'-412 " 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 70' 59'-41 8 59'-41 8" SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 04000 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 01" BARNOTONEINCH,DRAWINGNOTTOSCALE 4 3 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST SITEPLAN:FOUNDATIONLAYOUT S-015 12132 SCALE: 1OVERALLSITEFOUNDATIONPLAN 1/4"=1'-0" 0001878727 NOTES
LEGEND:
X BOLLARD FIRE-HYDRANT WATERMETER SIGN UNDERGROUNDELECTRIC UNDERGROUNDSEWER UNDERGROUNDWATER PARKINGMETER ELECTRICBOX ELEC.HANDHOLE CURB CONTOUR SEWERMANHOLE STORMDRAINMANHOLE TREELINE CHAINLINKFENCE UNDERGROUNDSTORMDRAIN GASLINE(CATHODICPROTECTION)
PROPOSEDPOLERISER EXISTINGLIGHTPOLETOBEREMOVED PROPOSEDEQUIPMENTPAD INVERTER SOLARPANELBOARD ACCONDUITSINTRENCH ACCONDUITSINVETERTOSPB OVERHEADPOWERLINES

SCALE: 1SITESECTION:ARRAY1GRIDA 1/8"=1'-0"

SCALE: 2SITESECTION:ARRAY1BGRID 1/8"=1'-0"

AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

±3'-11" ±3'-7" ±3'-1" ±3'-4" ±3'-7" ±3'-4" ±3'-9" 33'-9"ONSLOPE 30'-4ONSLOPE 30'-4ONSLOPE OVERALLHORIZONTALDIMENSION189'-0" 30'-4ONSLOPE 30'-4ONSLOPE 33'-9ONSLOPE B 1B 2B 3B 4B 5B 6B 7B T.O.PIER ELEVATION:166.75' HORIZONTALLINE ELEVATION:172.92' SLOPEAVE1.76°6'-2" 5'-1" 3'-1" 2'-1" FROM0" HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL FROM HORIZONTAL FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL FROM HORIZONTAL LINE TO T.O. PIER 141.50' 143.50' 144.50' 145.50' 146.50' 147.00' 147.50' T.O.PIER ELEVATION:172.92' EXISTINGCURB EXISTINGGRADE EXISTINGCURB NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAY1,GRIDB,PIER#7B ±3'-11" ±3'-0" 1A 2A 3A 4A 5A 6A 7A ±3'-11" ±4'-0" ±4'-1" ±3'-10" 33'-9"ONSLOPE 30'-4ONSLOPE 30'-4ONSLOPE OVERALLHORIZONTALDIMENSION=189'-0" 30'-4ONSLOPE 30'-4ONSLOPE 33'-9"ONSLOPE A T.O.PIER ELEVATION:165.33' HORIZONTALLINE ELEVATION:171.50' FROM6'-2" HORIZONTAL LINE TO T.O. PIER 1'-1" 2'-1" 4'-1" FROM5'-1" HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER FROM HORIZONTAL SLOPEAVE1.77° FROM0" HORIZONTAL LINE TO T.O. PIER 141.25' 141.50' 142.50' 143.50' 144.50' T.O.PIER ELEVATION:171.50' EXISTINGCURB EXISTINGGRADE EXISTINGCURB ±3'-11" 145.50' 147.50' NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAY1,GRIDA,PIER#7A SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 0005 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 0 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 3 2 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMDULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 GSRPUPDATE 08-26-22JSJM REISSUEDFORCONSTRUCTION 11-04-22JSJM AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST SITESECTIONS S-021 12132
0001878727 NOTES 1.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHISSHEETISFORREFERENCE ONLY.FINALFOUNDATIONLOCATIONSANDSHAFTDEPTHSARESUBJECTTOFIELD VERIFICATIONOFEXISTINGSITECONDITIONSBYINSTALLATIONCONTRACTOR.

SCALE: 1SITESECTION:ARRAY2AGRIDC 1/8"=1'-0"

2SITESECTION:ARRAY2AGRIDD 1/8"=1'-0"

SCALE:

1/8"=1'-0"

AS-BUILTS

DRAWINGS

THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

3'-0" 3'-3" C 10C 9C 8C 1'-0" 2'-0" 33'-9"ONSLOPE NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAY2A,GRIDD,PIER#10C LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER 33'-9"ONSLOPE 3'-9" T.O.PIER ELEVATION:165.25' 0" OVERALLHORIZONTALDIMENSION67'-5 SLOPEAVE1.70° HORIZONTALLINE ELEVATION:167.25' FROM HORIZONTAL LINE TO T.O. PIER 6'-0"CLR VIFRETAINING WALL 140.50' 142.50' 143.25' 2'-6" 3'-3" D 10D 9D 8D 1'-0" 2'-0" NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAY2A,GRIDD,PIER#10D LINE TO T.O. PIER FROM HORIZONTAL LINE TO T.O. PIER 4'-6" T.O.PIER ELEVATION:166.50' 0" SLOPEAVE1.70° HORIZONTALLINE ELEVATION:168.50' FROM HORIZONTAL LINE TO T.O. PIER 33'-9"ONSLOPE 33'-9"ONSLOPE OVERALLHORIZONTALDIMENSION67'-5 141.00' 143.50' 145.00' 2'-6" 3'-9" E 13E 12E 11E 1'-0" 33'-9"ONSLOPE NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAY2B,GRIDE,PIER#13E FROM HORIZONTAL FROM HORIZONTAL LINE TO T.O. PIER 33'-9"ONSLOPE 4'-6" T.O.PIER ELEVATION:171.25' 0" OVERALLHORIZONTALDIMENSION67'-5 SLOPEAVE1.70° HORIZONTALLINE ELEVATION:173.25' FROM HORIZONTAL LINE TO T.O. PIER 147.75' 145.75' 149.75' 4'-6" 4'-9" F 13F 12F 11F 1'-0" 2'-0" NOTE: HORIZONTALLINEISBASEDOFFT.O. PIEROFARRAY2B,GRIDF,PIER#13F FROM HORIZONTAL LINE TO T.O. PIER LINE TO T.O. PIER T.O.PIER ELEVATION:174.50' SLOPEAVE1.70° HORIZONTALLINE ELEVATION:176.50' LINE TO T.O. PIER 33'-9"ONSLOPE 33'-9"ONSLOPE OVERALLHORIZONTALDIMENSION=67'-5 146.00' 147.50' 149.50' SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 0005 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 0 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 3 2 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMDULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 GSRPUPDATE 08-26-22JSJM REISSUEDFORCONSTRUCTION 11-04-22JSJM AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST SITESECTIONS S-022 12132 SCALE: 3SITESECTION:ARRAY2BGRIDE 1/8"=1'-0" SCALE: 4SITESECTION:ARRAY2BGRIDF
0001878727
1.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHISSHEETISFORREFERENCE ONLY.FINALFOUNDATIONLOCATIONSANDSHAFTDEPTHSARESUBJECTTOFIELD
NOTES
VERIFICATIONOFEXISTINGSITECONDITIONSBYINSTALLATIONCONTRACTOR.
FOUNDATION DIAMETER = 3'-0" (8)FULLLENGTHVERTICALREBARPER2/-3" CLEAR PIERCL (4)ANCHORBOLTS&PLATE WASHERSPERS-005 5,000PSI AIR-ENTRAINED CONCRETEPIER FLOWABLEFILL PIER HEIGHT= 3-0" MIN. 4'-6" MAX. ANCHORBOLTS PERS-005 (6)6'-6"#8PARTIALLENGTH VERTICALREBAR STRUCTURALSTEELABOVE #4SPIRALREBAR@3"PITCH OVERLENGTHOFANCHORRODS BOTTOM(3)T.O.PAVING ELEV.VARIES T.O.PIER T.O.FOUNDATION TYP. B.O.FOUNDATION 3" CLEAR, MIN., 24" CLEAR, MAX. PIERCL PIERCL #4SPIRALREBARCAGE WITH9"PITCH 1 " CLEAR SPIRALREBARPER2/-ELECTRICALCONDUITS-SEEELECTRICALDRAWINGSFORDETAILS ELEV.VARIES 8" MIN. NOTE FORBASEPLATEDETAIL,SEE1/S-401 3 MIN. FOUNDATION DEPTH = PER SCHEDULE 4/COLDJOINTTOBECLEAN LEFTROUGH.COLDJOINTTO BEUSEDATCONTRACTOR'S DISCRETIONWHERE NECESSARY 3" MIN. CLEAR NO LAPS ACCROSS JOINT NOTE: 1.PIERSHALLEXTENDTHROUGHFILL TOBEARONFIRMNATIVESOILS. 2.REMOVEALLLOOSESOILAND ESTABLISHFLATBEARINGSURFACE ATBOTTOMOFDRILLEDPIER. GROUTPERGSN (8)#8FULLLENGTH VERTICALREBAR (6)PARTIALLENGTHVERTICALREBARPER2/-1%SLOPEATMIDDLELEVELWITHGROUT PROVIDE(2)SEPARATE#4TIESINTOP5", INDEPENDENTOFSPIRALREBARCAGE 2 SCALE:1"=1'-0" SECTION:FOUNDATION&PROTECTIVECONCRETEPIER 1 SCALE:1"=1'-0" TYPICALPLAN:FOUNDATION 10" THREAD ANCHORBOLTSPERS005 HOTDIPGALVANIZED JAMNUT (2)HOTDIPGALVANIZED HEAVYHEXNUTS ANCHOR BOLT LENGTH = 4'-0" NOTE GRINDTHREAD ASREQ'DTOPREVENT MOVEMENTOFNUT 10" THREAD TYP.ELEVATION 3 SCALE:3"=1'-0" DETAIL-TYP.ANCHORROD HOTDIPGALVANIZED STANDARDSTRUCTURALWASHER,TYP. HOTDIPGALVANIZED HEAVYHEXNUT HOTDIPGALVANIZED STANDARDSTRUCTURALWASHER,TYP. FOUNDATIONSCHEDULE FOUNDATIONTYPEFOUNDATIONDIAMETER MIN.FOUNDATION EMBEDMENTDEPTH ARRAYLOCATION F-1 3'-0" 21-FT ALLARRAYS 4 SCALE:N.T.S. FOUNDATIONSCHEDULE SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 005 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#:2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAM DULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST TYPICALFOUNDATIONDETAIL S-031 12132 0001878727 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDAS RESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
S-301 1 CB-1 C-2 C-1 CB-1 C-2 C-1 CB-1 C-2 C-1 CB-1 C-2 C-1 CB-1 C-2 C-1 CB-1 C-2 C-1 CB-1 C-2 C-1 13'-8 14 BR-2 BRACING 12'-10 78 BR-2 BRACING 112'-78CB-1 SPLICE 24'-8 34 CB-1 SPLICE CROSSBEAM SPLICE CROSSBEAM SPLICE BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 16'-9 38 BR-2 BRACING 17'-6 14 BR-2 BRACING 7B6B5B4B3B2B1B B A 7A6A5A4A3A2A1A 7B6B5B4B3B2B1B B A 7A6A5A4A3A2A1A 127'-12 70' 128'-12 125'-3" 215'-111 2 EQ.EQ.EQ. P1-A/B=50'-7" 15-PANELSTARTER P3-A/B=43'-10" 13-PANELEND P2-A/B=30'-4" 9-PANELMIDDLE P2-A/B=30'-4" 9-PANELMIDDLE BL-1BL-1BL-1BL-1 EQ.EQ.EQ. BL-1BL-1 EQ.EQ.EQ. BL-1BL-1 EQ.EQ.EQ. BL-1BL-1 EQ.EQ.EQ.EQ.EQ.EQ. BL-1BL-1 PS-1 3'-41 2 PS-1 3'-41 2 PS-1 3'-41 2 PS-1 3'-41 2 P2-A/B=30'-4" 9-PANELMIDDLE P2-A/B=30'-4" 9-PANELMIDDLE PS-1 3'-41 2 PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 040050 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 01" 2 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 3 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST S-101 12132 SCALE: 1STRUCTURALSTEELFRAMINGPLAN:ARRAY1 1/16"=1'-0" SCALE: 2PURLINFRAMINGPLAN:ARRAY1 1/16"=1'-0" 0001878727 FRAMINGPLANS:ARRAY1 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
94'-5" CB-2 C-4 C-3 CB-2 C-4 C-3 CB-2 C-4 C-3 S-302 1/2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 CROSSBEAM SPLICE CROSSBEAM SPLICE 11'-6 78 CB-2 SPLICE 114'-92CB-2 SPLICE BR-2 BR-2 BR-2 BR-2 10'-3 34 BR-2 BRACING13'-118 BR-2 BRACING 19'-68 BR-2 BRACING13'-378 BR-2 BRACING 10D9D8D D CE 13F12F11F 10C9C8C 13E12E11E 10D9D8D D CE 13F12F11F 10C9C8C 13E12E11E 33'-9"33'-9"13'-55 8 13'-55 8 59'-4" 21'-4" 24'-9" 94'-5" 105'-5" EQ.EQ.EQ.EQ.EQ.EQ. PS-1 3'-41 2 BL-1BL-1BL-1 BL-1 P1-A/B=50'-71 4 15-PANELSTARTER P3-A/B=43'-91 4 13-PANELEND PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 04000 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 01" 2 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 3 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST FRAMINGPLANS:ARRAY2A&2B S-102 12132 SCALE: 1STRUCTURALSTEELFRAMINGPLAN:ARRAY2A&2B 1/16"=1'-0" SCALE: 2PURLINFRAMINGPLAN:ARRAY2A&2B 1/16"=1'-0" 0001878727 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
-1DEG.TILT A B VARIES 3'-0" TO 4'-6" VARIES 3'-0" TO 4'-6"COLUMN C-1 = 13'-01 2 COLUMN C-2 = 15'-1 34 CB-1CROSSBEAMPERPLAN 1 2"TYPICAL PANEL SPACING 3DEG.TILT 12'-111 4 " PURLINPERPLAN 22'-51 2 " : MAXIMUM HEIGHT 27'-11 2 " 28'-3" 70'-0" 39'-4" 32'-73 8 " 39'-6" 15'-0" MINIMUM CLEARANCE AT LOW END OF ENTIRE CANOPY 3'-0"STUBCOLUMN S-403 2 S-403 S-402 S-402 S-411 S-411 4 S-402 S-031 1 S-403 S-401 SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 5 005 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 0 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 2 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#:2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMDULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 GSRPUPDATE 08-26-22JSJM REISSUEDFORCONSTRUCTION 11-04-22JSJM AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST ARRAY1ELEVATION S-301 12132 0001878727 SCALE: 1ELEVATION1:ARRAY1 1/4"=1'-0" AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
-1DEG.TILT 3.3DEG.TILT 15'-0" MINIMUM CLEARANCE AT LOW END OF ENTIRE CANOPY 24'-2 7 8 MAXIMUM HEIGHT C D 21'-41 8 " 59'-4" COLUMN C-4A = 16'-71 4 COLUMN C-3 = 13'-3 3 8 VARIES 2'-6" TO 4'-6" VARIES 2'-6" TO 4'-6" 24'-95 8 " 1 2"TYPICAL PANEL SPACING 32'-5" 33'-0" 12'-11 2 " 27'-0" CB-2CROSSBEAMPERPLAN PURLINPERPLAN 5 S-402 -1DEG.TILT 2.8DEG.TILT 15'-0" MINIMUM CLEARANCE AT LOW END OF ENTIRE CANOPY 24'-2 7 8 " MAXIMUM HEIGHT 21'-41 8 " 59'-4" COLUMN C-4B = 17'-2" COLUMN C-3 = 13'-3 3 8 VARIES 2'-6" TO 4'-6" VARIES 2'-6" TO 4'-6" 24'-95 8 " 1 2"TYPICAL PANEL SPACING 32'-5" 33'-0" 12'-11 2 " 27'-0" E F CB-2CROSSBEAMPERPLAN PURLINPERPLAN SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 5 005 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 0 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 2 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#:2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMDULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 GSRPUPDATE 08-26-22JSJM REISSUEDFORCONSTRUCTION 11-04-22JSJM AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST ARRAY2A&2BELEVATIONS S-302 12132 SCALE: 1ELEVATION1:ARRAY2A 1/4"=1'-0" SCALE: 2ELEVATION2:ARRAY2B 1/4"=1'-0" 0001878727 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
CROSSBEAM PERPLAN STIFFENERPLATES (8)PER3/-ALIGNWITH EDGEOFCOLUMN COLUMN PERPLAN (8)FB-12FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. 5PL-1 PERS005 2 SCALE:3"=1'-0" TYPICALCTOCBCONNECTION CL NON-SHRINKGROUT 2"MAX.(PERGSN) BP-1BASEPLATE, PERS-005 JAMNUT 4 SCALE:3"=1'-0" TYP.SECTIONATCOL.BASEPLATE COLUMNPERPLAN FOUNDATIONPER3/S031 1(4)AB-12 ANCHORBOLTS 2 TYP. TYP. TYP. 2 TYP. 5 SCALE:3"=1'-0" TYPICALPLANATC/CBCONNECTION 2 TYP. TYP. 1/2"STIFFENER PLATESA572GR. 50,TYP. PL-1PERS-005 3/8" CL 1/2"FULLDEPTH STIFFENERPLATE, A572GR50 5/16" TYP. CROSSBEAM PERPLAN 3 SCALE:3"=1'-0" DTL.ATCROSSBEAMSTIFFPL. ℄ FILLGAP PL-1COLUMNCAP PLATEPERS005 COLUMNPERPLAN BASE PLATE = 2'-2" BP-1BASEPLATE, SEES-005 (4)AB-12ANCHOR BOLTS 1 SCALE:3"=1'-0" TYPICALPLANATCOLUMNBASE 3 8 6" TYP 4"TYP 2 10 BASEPLATE=1'-5" FOUNDATION PERS-031 TYP 42 10 4"X6" BASEPLATECUTOUT FORELECTRICALCONDUITS ATPOWERCOLUMNS, SEEELECTRICALDRAWINGS FORACTUALDETAILSOFWIRING (4PLACES) 5/16" TYP. 1'-5" CL 2 TYP. TYP. TYP. 3CL CL 6 SCALE:3"=1'-0" TYPICALPLANATC/CBCONNECTION ℄ CROSSBEAM PERPLAN PL-1COLUMNCAP PERS-005 FB-12FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. " TYP. 12" MIN. 1/2"STIFFENER PLATESA572GR. 50,TYP.SEE3/1/2"STIFFENERPLATE ALIGNWITHFLANGES 3/4*tf TYP.FOR FLANGES 65/8" TYP.FOR FLANGES NOTES: 1.)"tf" FLANGETHICKNESS 2.)WELDSIZEVARIESBY"TF" ASSHOWN. (4)PW-1PLATE WASHERATTOPOF BASEPLATE 3/16" 2SIDESMIN. 6"MIN.TOTAL (4)PW-1PLATEWASHER, PERS-005 SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST STRUCTURALFRAMINGDETAILS S-401 12132 0001878727 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDAS RESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
2 SCALE:3"=1'-0" TYPICALCROSSBEAMSPLICE 3CROSSBEAM PERPLAN 5/16" (8)FB-12FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. PL-2CROSSBEAM SPLICEPLATE1-1/2" (GR.50)TYP. 2 2 2 2 2 3 SCALE:3"=1'-0" TYPICALCROSSBEAMSPLICE 1 SCALE:3"=1'-0" CROSSBEAM/PURLINBRACE(BR-2) STIFFENERSPER3/S401 EACHSIDEOFBEAM CROSSBEAM PERPLAN BR-2BRACE-3x3 1/4 PURLIN PERS-005 FB-7FIELDBOLT (2)FB-7BOLTS DRILLHOLESTHRU PURLININFIELD 3" EQUAL EQUAL C L C CROSSBEAM PERPLAN (8)FB-12FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. 1 1 EQ. 11 C L C L EQ. EQ. EQ. 3'-1041 1 2 HOLEINEACHSIDEOF STIFFENER CROSSBEAM CL CL PURLINPERPLAN CROSSBEAMPERPLAN 4 SCALE:3"=1'-0" ELEVATIONCBCONNECTION C-1COLUMN CJPTYP 175.80° CL 5 SCALE:3"=1'-0" TYP.CROSSBEAMTAPERDETAIL K + 1/4" R1 TYP CROSSBEAM NOTE: ALLTAPERCOPELOCATIONS TOBEINCONFORMAANCE WITHAISC360-16J1.6ANDM2.2 R2"TYP 4'-0"TYP, 6" TYP.FOR WEB 3/4*tf TYP.FOR FLANGE NOTES: 1.)"tf" FLANGETHICKNESS 2.)WELDSIZEVARIESBY"TF" ASSHOWN. SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST STRUCTURALFRAMINGDETAILS S-402 12132 0001878727 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDAS RESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
1 SCALE:3"=1'-0" TYPICALPLANATCOLUMNBASEATCANOPY1,GRIDA 2 3 (4PLACES) CL CL NOTES: 1.)"tf" FLANGETHICKNESS 2.)WELDSIZEVARIESBY"TF" ASSHOWN. CL NOTES: 1.)"tf"=FLANGETHICKNESS 2.)WELDSIZEVARIESBY"TF" ASSHOWN. 15 8 Ø (4PLACES) FIELDDRILL(4)1-5/8"DIA. NEWOPENINGSIN EXISTINGBASEPLATE SPRAYGALVANIZEDALL BARESTEELIN AFFECTEDAREA 1 1 BASE PLATE = 2'-2" BP-1BASEPLATE, SEES-005 (4)AB-12 ANCHORBOLTS 2 SCALE:3"=1'-0" TYPICALPLANATSTUBCOLUMNBASE 2 6" TYP 4"TYP 2 10 BASEPLATE=1'-5" 5 FOUNDATION PERS-031 Ø TYP 2 10 4"X6" BASEPLATECUTOUT FORELECTRICALCONDUITS ATPOWERCOLUMNS, SEEELECTRICALDRAWINGS FORACTUALDETAILSOFWIRING (4PLACES) CL CL 1.)"tf"=FLANGETHICKNESS 2.)WELDSIZEVARIESBY"TF" (4)PW-1PLATE WASHERATTOPOF BASEPLATE (4)FB-12FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. STUBCOLUMN CAPPLATE, 2"PL.A572,GR.50 36"DIA.CONCRETE FOUNDATIONPERS-031 3/4"PL.3"X3" SQ.WASHER ORCIRCULARWASHER COLUMNBASEPLATE, 2"PL.A572,GR.50 PER -STUBCOLUMN BASEPLATE, 2"PL. 572,GR.50 PER2 --, 5/16" 3 SCALE:3"=1'-0" TYPICALSTUBCOLUMNELEVATION 3'-0" 2" 9/16 BOTH FLANGES HOTDIPGALVANIZEDA992 W14X90STUBCOLUMN, CAPPLATE&BASEPLATE 9/16 5/16 5/16 CL 2 2'-2" 2" 2'-8" 3/4*tf TYP.FOR FLANGES 3/16 2SIDESMIN. 6"MIN.TOTAL 10 10 ANCHORROD NUTS WASHERS PER --, SEES-031FORDETAILS NONSHRINKGROUT PERS-031 SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST STUBCOLUMNFRAMINGDETAILS S-403 12132 0001878727 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDAS RESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
CROSSBEAM PVPANEL 5 SCALE:3"=1'-0" SECTION TYP.JOINTATCROSSBEAM/PURLIN PURLIN SPLICE 4 SCALE:3"=1'-0" SECTION TYP.PURLINSPLICE 16" 3 1 11" PS-1PURLINSPLICE, ATINSIDECEECHANNEL 6" 9" 6" (4)FB-4 BOLTATPS-1 PURLINSPLICE TYP. [TORQUE 50FT-LB+/-5 FT-LBFORWAXEDBOLT] 13 3 1 1 3" TYP. ATPURLINSPLICE 1 SCALE:3"=1'-0" ELEVATIONATCROSSBEAMEND 2 SCALE:3"=1'-0" ELEVATIONATCROSSBEAMMID. 3 SCALE:3"=1'-0" ELEVATIONATCROSSBEAMEND MB-1BOLT PER9/(2)FB-4BOLTSINEA.LEG OFANGLE [TORQUE 50FT-LB+/-5 FT-LBFORWAXEDBOLT] SA-1 56" 1 2 9" BA-1 BLOCKING TAB 1 2 6" 1 (4)FB-4BOLTSAT BL-1BLOCKINGTO BA-1BLOCKINGANGLE EACHSIDE BL-1BLOCKING PERS-100SERIES 6 SCALE:3"=1'-0" SECTION TYP.JOINTATPURLINBLOCKING BL-1 BLOCKING FLANGE L 7 SCALE:3"=1'-0" SECTION TYP.JOINTATPURLINEND COLUMN CROSSBEAM CROSSBEAM END (2)FB-4 BOLTS MB-1 BOLT PER9/SA-1 PURLINBRACKETAT CROSSBEAM T.O.CROSSBEAM 5 - PVPANEL PURLIN MB-1BOLT PER9/FB-4BOLT 1 64TYP PS-1 PURLINSPLICE MB-1BOLT CROSSBEAM BL-1BLOCKING 2'-2 TYP.PURLINBRACKETSPACINGBETWEENUNITS TYP 6"TYP. 1 HORIZONTALLONG SLOTTEDHOLEINPURLIN (9/16" 1-1/4"),TYP. PROVIDEWASHEROVER SLOT MB-1 SERRATEDFLANGE HEADBOLT TORQUETO8-10FT-LBS (4)PERPVPANELTYP. MB-1 BOLT MN-1NUT BOLT 1 EDGEOFPVPANELFRAME EQ. EQ. 101 10 SCALE:3"=1'-0" SECTION PVMODULE&PURLINJOINT 9 SCALE:3"=1'-0" DETAIL:PVMODULE&PURLINJOINT PVPANELFRAME PURLIN WEEBWASHERBY OTHERS,N.I.C. SERRATEDFLANGENUT FACEOFPURLINWEB 4'-4 TYP.PVPANELPURLINBRACKETSPACING 6" PVPANEL C C C C C C C R1 PURLIN TO PC-1 FASTENER 1"TYP. PVPANEL E.O. PURLIN E.O PC-1 1 TYP. 8PC-1 PURLINENDCAP (4)#12TEK SCREWS ATJOINTOFPURLIN TOPURLINCOVER PC-1 PURLINEND COVER #12TEK SCREWS (TYP.) PURLIN PERS-100 8 SCALE: N.T.S PC-1TOPURLINDETAIL TYP. 1" NOTE: ALLTAPERCOPELOCATIONS TOBEINCONFORMAANCE WITHAISC360-16J1.6ANDM2.2 CL CL CL R2 TYP K + 1/4" R2"TYP K + 1/4" SHORTSLOTTEDHOLE INPURLIN(ONESIDE), PROVIDEWASHER OVERSLOT SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST S-411 12132 0001878727 PURLINFRAMINGDETAILS AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDAS RESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
1 3 4 5 6 2 SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 5 005 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 0 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#:2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAM DULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST S-501 12132 0001878727 MISCELLANEOUSDETAILS AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
COLUMN PERS005 INVERTER (SEEELECTRICALDRAWINGS FORREFERENCE) (4)FB-5BOLTS PERANGLE (6)M8X20HEXBOLTS PERANGLE(BYOTHERS) PL-1 PERS005 1 TYP. 3" TYP. 6" TYP 4" TYP. 1'-0" MIN. SMA-SUNNYTRIPOWER 3 SCALE:3"=1'-0" PLAN:INVERTERMOUNT 2 SCALE:3"=1'-0" ELEVATION:INVERTERMOUNT 1 SCALE:3"=1'-0" SECTION:INVERTERMOUNT 11 16 (4PLACES) Ø 4" TYP. 2" 3" 3" 2" TYP 16 Ø 2" 3 4 2" TYP INVERTER (SEEELECTRICALDRAWINGS FORREFERENCE) C-1COLUMN PERS005 BR-3L6x4x5/16" INVERTERMOUNTING BRACKET (4)FB-5BOLTS PERANGLE C-1COLUMN PERS005 3" 3" 3" 3'-6 TYP COLUMN CL 31FB-12THRUROD FB-12THRUROD (SNUGTIGHTDO NOTPRETENSION) BR-3L6x4x5/16" INVERTERMOUNTING BRACKET BR-3L6x4x5/16 INVERTERMOUNTING BRACKET 2PL-1 PERS005 3'-7 (N.T.S.) 3" 3" SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST 12132 0001878727 S-502 INVERTERMOUNTINGDETAILS AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDAS RESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

2 CONDUITSUPPORTATCROSSBEAM/GIRDER(BOTTOM)

4 COLUMNATTACHMENTCOWBOYCONDUITHANGER

SCALE:3"=1'-0"

1 PIPE CONDUITMOUNTING SCALE:3"=1'-0" SCALE:3" 1'-0"

3 CONDUITSUPPORTATCROSSBEAM/GIRDER(SIDE)

SCALE: 1/2" 1'-0" SCALE: 1/2"=1'-0" SCALE:6"=1'-0"

7 TYP.CONDUIT&ELECTRICALEQUIPMENTSUPPORTDETAILATCOLUMN(SIDE)

AS-BUILTS DRAWINGS

6 FIELDMOUNTEDELEC.EQUIPMENT(WEB)

8 TYP.CONDUITSUPPORTATPURLIN

CROSSBEAMPERPLAN UNISTRUTP1000,P5000OR EQUALAT5'-0"MAXONCENTER (BYELEC.SUB) #10SMS (BYELEC.SUB) FHOORFHSCLIPSOR EQUIVALENT@48"O.C. (BYELEC.SUB) CONDUITSPER ELECTRICAL,TYP. (BYELEC.SUB) WMAX 16.0PLF BEAMCLAMP (BYELEC.SUB) CROSSBEAMPERPLAN BEAMCLAMP (BYELEC.SUB) UNISTRUTP1000,P5000OR EQUALAT5'-0"MAXONCENTER (BYELEC.SUB) CONDUITW/CONDUITCLAMP (BYELEC.SUB) WMAX=8.0PLF CONDUITSPER ELECTRICAL,TYP. (BYELEC.SUB) WMAX 1.7PLF CONDUITHANGEREACHW/(1) #10SSSELFTAPPINGSCREWS, (B-LINEBL1400SERIESOR APPROVEDEQUIVALENT) TYP.PURLIN CONDUITPER ELECTRICAL,TYP. (BYELEC.SUB) COLUMNPERPLAN CONDUITPER ELECTRICAL,TYP. (BYELEC.SUB) UNISTRUTPER SCHED.@3'-0"O.C. W/(2)#12SELF DRILLINGSCREWS (BYELEC.SUB) CONDUITSIZE 3/4" 1" 1/4" 1/2" 2" 21/2" 3" UNISTRUTSIZE P2558-07 P2558-10 P2558-12 P2558-15 P2558-20 P2558-25 P2558-30 SIDEVIEW A CONDUITPER ELECTRICAL COLUMNPERPLAN A WMAX=33.75PLF UNISTRUTP1000HSOR APPROVEDEQUALAT 8'-0"OCMAX2'-0"MAX UNISTRUTLENGTH BEAMCLAMP (BYELEC.SUB) COLUMNPERPLAN CONDUITW/CONDUITCLAMP (BYELEC.SUB) CONDUIT,TYP. WMAX 16.8PLF WMAX 1.7PLF CONDUITW/CONDUITCLAMP,TYP. (BYELEC.SUB) CONDUITPER ELECTRICAL,TYP. (BYELEC.SUB) UNISTRUTP1000,P5000OR EQUALAT5'-0"MAXONCENTER (BYELEC.SUB) BEAMCLAMP (BYELEC.SUB) PURLIN,TYP. Wp=50#MAX/UNIT 100#MAX/BEAM (4)#12SELFDRILLINGSCREWSIN MANUF.PROVIDEDHOLES (BYELEC.SUB) CROSSBEAM PERPLAN CL BEAMCLAMP (BYELEC.SUB) COWBOYCONDUITHANGER (BYELEC.SUB) CONDUITPER ELECTRICAL,TYP. (BYELEC.SUB) COLUMNPERPLAN WMAX 16.8PLF SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 0 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AM DULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONWEST 12132 0001878727 S-503 MISCELLANEOUSDETAILS
SCALE:3"=1'-0"
5 OPTIONALLIGHTING&COMMUNICATIONSCONDUITSUPPORTATPURLIN SCALE:3"=1'-0"
THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDAS RESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

SHEET#SHEETNAMEISSUEDREVISIONS

GENERALSITECONSTRUCTIONNOTES

1.PRIORTOTHESTARTOFCONSTRUCTION,THESITECONTRACTORSHALLVERIFYTHEEXACTLOCATION,SIZE,ANDDIMENSIONOFALLUTILITIESINAREAWHEREWORKISTOBE PERFORMED.SUBCONTRACTORAND/ORSUNPOWERASSUMESNEITHERTHERESPONSIBILITYFORTHELOCATIONOFENCASEDAND/ORHIDDENUTILITIESSHOWNNORTHELACKTHEREOF.

2.ANYDISCREPANCIESINREFERENCE,COORDINATES,ELEVATIONS,EXISTINGDIMENSIONS,ANDDETAILSSHALLBEBROUGHTTOTHEATTENTIONOFSUNPOWERAND/OROWNER'S REPRESENTATIVESBEFOREBEFOREPROCEEDINGWITHWORK.

3.ALLWORKSHALLBECONSTRUCTEDANDINSTALLEDINACCORDANCEWITHTHEMOSTRECENTLOCALANDNATIONALCONSTRUCTIONSTANDARDSANDBUILDINGCODES.

4.ININSTANCESWHERETHEAHJPROVIDESNODETAILEDSPECIFICATIONS,THEMATERIALSANDMETHODSOFCONSTRUCTIONSSHALLMEETANDCONFORMTOTHEREQUIREMENTSOF LOCALCODESANDUFCREQUIREMENTS.

5.THECONTRACTORSHALLVERIFYALLINFORMATIONPERTAININGTOEXISTINGCONDITIONSBYACTUALMEASUREMENTANDOBSERVATIONANDTHESITE.ALLDISCREPANCIESBETWEEN ACTUALCONDITIONSANDTHOSESHOWNINTHECONTRACTDOCUMENTSSHALLBEREPORTEDTOTHEENGINEEROFRECORDANDSUNPOWERPRIORTOFABRICATION.

COORDINATIONNOTES

1.SUNPOWERANTICIPATESTHATTHETOPSOFALLEXISTINGCONCRETEPIERSANDWALLSSHALLBEATELEVATIONSSPECIFIEDHEREIN.

2.ANYEXISTINGUTILITYFINDINGSTHATCONFLICTWITHTHERECORDOFKNOWNCONDITIONSSHALLBEREPORTEDTOSUNPOWER ANDWMATA.

STEELFABRICATIONNOTES

1.ALLSTEELFABRICATEDFORTHISPROJECTISARCHITECTURALLYEXPOSEDSTRUCTURALSTEEL(A.E.S.S.-01)

FINISHNOTES

1.PURLINSARETOBEFINISHEDASFOLLOWS:

A.GALVANIZEDCOATING(G115ORHIGHER)PERASTMA653

2.COLUMNSANDCROSSBEAMSARETOBEFINISHEDASFOLLOWS:

A.HOTDIPGALVANIZINGPERASTMA123

3.NUTS,BOLTS,ANCHORBOLTS,&WASHERS:

A.HOTDIPGALVANIZEDPERASTMA153

4.FORTOUCHUP&CLEANING:

A.USESOLVENTSORMECHANICALCLEANINGMETHODSTHATCOMPLYWITHTHESTEELSTRUCTURESPAINTINGCOUNCIL(SSPC)

B.WIREBRUSHCLEANWITHSOLVENTSRECOMMENDEDBYFINISHMANUFACTURERANDTOUCH-UPWITHSAMEFINISHSYSTEMSDESCRIBEDABOVE

COLDWEATHERNOTES

1.INCOLDWEATHERCONDITIONSPLEASENOTETHATCOMPLETIONOFSOMETEMPERATUREDEPENDENTWORKMAYBEDELAYEDUNTILTEMPERATURESREACH45DEGREESFANDRISING.

THISWORKMAYINCLUDE:

A.BASEPLATEGROUTING

B.PARGING

C.LINESTRIPING

D.TOUCH-UPPAINTING

S-000GENERALNOTES&DRAWINGLISTXXXXXXXXX

S-001GENERALSTRUCTURALNOTESXXXXXXXX

S-005MATERIALSCHEDULEXXXXXX

S-010SITEPREPARATIONPLANXXXXXXXX

S-011SITEPLAN:CANOPYLAYOUTXXXXXXX

S-015SITEPLAN:FOUNDATIONLAYOUTXXXXXXX

S-021SITESECTIONSXXXXXX

S-022SITESECTIONSXXXXXX

S-023SITESECTIONSXXXXXX

S-024SITESECTIONSXXXXXX

S-025SITESECTIONSXXXXXX

S-031TYPICALDRILLEDPIERFOUNDATIONXXXXXXX

S-100COLUMNLOCATIONPLANXX

S-101FRAMINGPLAN:L-CANOPYXXXXXX

S-102FRAMINGPLAN:L-CANOPYXXXXXX

S-103FRAMINGPLAN:L-CANOPYXXXXXXX

S-104FRAMINGPLAN:T-CANOPYXXXXXX

S-105FRAMINGPLAN:ARRAYCXXXXXX

S-106FRAMINGPLAN:ARRAYDXXXXXX

S-107FRAMINGPLAN:ARRAYEXXXXXX

S-110FRAMINGPLANHOTROLLEDSTEELXX

S-120FRAMINGPLANLIGHTGAUGESTEELXX

S-130OVERALLCANOPYPLANXX

S-301CANOPYELEVATION:L-CANOPY&T-CANOPYXXXXXXXXX

S-302CANOPYELEVATION:ARRAYC&DXXXXXX

S-303CANOPYELEVATION:ARRAYEXXXXXX

S-401STRUCTURALFRAMINGDETAILS1XXXXXX

S-402STRUCTURALFRAMINGDETAILS2XXXXXX

S-402.1FIELDMODIFICATIONSSTRUCTURALDETAILSXX

S-403STRUCTURALFRAMINGDETAILS3XXXXXX

S-404STRUCTURALFRAMINGDETAILS4XXXXXX

S-405STRUCTURALFRAMINGDETAILS5XXXXXX

S-411PURLINFRAMINGDETAILSXXXXXX

S-501MISCELLANOUSDETAILS1XXXXXX

6/17/20 50% DESIGN PACKAGE (NOT FOR CONSTRUCTION) 10/20/20 90% PROGRESS SET (NOT FOR CONSTRUCTION) 9/03/20 50% REVISE AND RESUBMIT MARKUPS (NOT FOR CONSTRUCTION) 04/09/2190% PROGRESS SET r1 (NOT FOR CONSTRUCTION) 06/14/2190% PROGRESS SET r2 RESUBMIT MARKUPS (NOT FOR CONSTRUCTION) 08/20/21ISSUED FOR PERMIT (NOT FOR CONSTRUCTION) 12/13/21 ISSUED FOR CONSTRUCTION11/04/22 REISSUED FOR CONSTRUCTION01/06/23AS-BUILTS DRAWING SET SITE SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 5005 STRICTLYFORBIDDEN. REVDESIGN#DESCRIPTIONDATEDBCB PROJECT OPPORTUNITYREVISIONS ENGINEER'S STAMP 01" BARNOTONEINCH,DRAWINGNOTTOSCALE 4 C90%DESIGN10-23-20 190%DESIGNr104-09-21MDJM JSAM 290%DESIGNr206-14-21JSJM KPFFJob#:2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3ISSUEDFORPERMIT08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMDULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4ISSUEDFORCONSTRUCTION12-14-21JSJM 56 1911SOUTHERNAVENUE TEMPLEHILLS,MD207485GSRPUPDATE08-26-22JSJM 6REISSUEDFORCONSTRUCTION11-04-22JSJM 7AS-BUILTS01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONEAST GENERALNOTES&DRAWINGLIST SCALE: 1SITELOCATIONPLAN NTS S-000 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

FOUNDATION&SITEWORK

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONS--

REINFORCINGBARSEES-001DRAWINGSSEES-001/S-031SERIESDRAWINGS--

CONCRETESEES-001DRAWINGSSEES-001DRAWINGS--

NON-SHRINKGROUTSEES-001DRAWINGSSEES-001DRAWINGS--

STRUCTURALSTEEL

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLOR

BP-1BASEPLATEA572GR.502"PL.SEE400SERIESDRAWINGSHOTDIPGALVANIZEDN/A

BP-2BASEPLATEA572GR.502-1/4"PL.SEE400SERIESDRAWINGSHOTDIPGALVANIZEDN/A

PL-1COLUMNCAPPLATEA572GR.502"PL.SEE400SERIESDRAWINGSHOTDIPGALVANIZEDN/A

PL-2COLUMNCAPPLATEA572GR.501-1/2"PL.SEE400SERIESDRAWINGSHOTDIPGALVANIZEDN/A

PL-3WELDEDPLATEA572GR.501/4"PL.3"X3X1/4"HOTDIPGALVANIZEDN/A

PL-4CROSSBEAMSPLICEPLATEA572GR.501-1/2"PL.SEE400SERIESDRAWINGSHOTDIPGALVANIZEDN/A

C-1COLUMNA992W14x82SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDN/A

C-2COLUMNA992W14x61SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDN/A

C-3COLUMNA992W14x74SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDN/A

CB-1CROSSBEAMA992W21x55SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDN/A

CB-2CROSSBEAMA992W21x68SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDN/A

CB-3CROSSBEAMA992W30x99SEE100&300SERIESDRAWINGSHOTDIPGALVANIZEDN/A

SA-1STEELANGLEATCROSSBEAM&

PURLIN5/16"A572GR50BENTPLATE6"X3"X11"LONGHOTDIPGALVANIZEDN/A

PS-1PURLINSPLICEPLATE5/16"A572GR50SPLICEPLATE6"X9"LONGHOTDIPGALVANIZEDN/A

BR-2PURLINBRACE1/4"A36STEELANGLE3"X3"X1/4"HOTDIPGALVANIZEDN/A

BR-3INVERTERMOUNTINGBRACKET5/16"A36STEELANGLE4"X6"X5/16"HOTDIPGALVANIZEDN/A

P1P3PURLINA65310GA.GRADE5512"DEEPX4"FLANGEWIDTH(CEESECTION),LENGTH

BL-1PURLINBLOCKINGA65318GA.GRADE33

9"(H)X2-1/2(W)X49-1/2"(L)

PC-1PURLINCOVERA65318GA.GRADE332"X12-1/8"X2"XLENGTHTBD

G-115N/A

G-115N/A

G-115N/A

PW-1WASHERPLATEA572GR50PLATE4-1/2"X4-1/2"X5/8"HOTDIPGALVANIZEDN/A

BOLT&FASTENERS

PIECEMARKCOMPONENTNAMEMATERIALUNITDIMENSIONSFINISHCOLOR

AB-14ANCHORRODF1554GR.10513/4"DIA.x4'-0"HOTDIPGALVANIZEDN/A

FB-4

FIELDBOLT CROSSBEAMTOSA-1 SA-1TOPURLIN PURLINSPLICETOPURLIN PURLINBLOCKINGTOPURLIN

FB-5 FIELDBOLT CROSSBEAMTOPURLINBRACE INVERTERMOUNT

A3251/2"DIA.HOTDIPGALVANIZEDN/A

A3255/8"DIA.HOTDIPGALVANIZEDN/A

FB-7FIELDBOLTPURLINBRACINGA3257/8"DIA.HOTDIPGALVANIZEDN/A

FB-10FIELDBOLTCOLUMNTO CROSSBEAMA3251-1/4"DIA.HOTDIPGALVANIZEDN/A

FB-12 FIELDBOLT CROSSBEAMSPLICE COLUMNTOCROSSBEAM INVERTERMOUNT

A3251-1/2"DIA.HOTDIPGALVANIZEDN/A

FS-14SCREWSTEEL#1214x1-1/4"TEK2HWHW/WASHERCLIMEASEALN/A

MB-1MOUNTINGBOLTPURLINTOPV PANEL18-8STAINLESS1/4"DIA.X3/4"LONGW/FLANGEHEXHEADN/AN/A #12TEKSCREWFIELDSCREWPURLINTOPURLINCOVERSTEEL1/4"X3/4"LONG-W/HEXHEAD&WASHER,ITW-BUILDEXCLIMEASEALN/A

-
-
-
MATERIALSCHEDULE SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 515400 REVDESIGN#DESCRIPTIONDATEDBCB PROJECT OPPORTUNITYREVISIONS ENGINEER'S STAMP 01" BARNOTONEINCH,DRAWINGNOTTOSCALE 34 1 90%DESIGN10-23-20 90%DESIGNr104-09-21MDJM JSAM 90%DESIGNr206-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 ISSUEDFORPERMIT08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4ISSUEDFORCONSTRUCTION12-14-21JSJM 56 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 GSRPUPDATE08-26-22JSJM REISSUEDFORCONSTRUCTION11-04-22JSJM AS-BUILTS01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SOUTHERNAVENUESTATIONEAST MATERIALSCHEDULE S-005 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

2.THISDESIGNASSUMESTHATTHESITEWILLBEPREPAREDBYTHEPROPERTYOWNER ASREQUIREDTOMEETALLTOLERANCESOFTHEPROPOSEDARRAY.

3.LOCATIONOFALLUNDERGROUNDUTILITIESSHOWNHEREONAREAPPROXIMATEAND AREBASEDONTHEFIELDLOCATIONOFALLVISIBLESTRUCTURESSUCHASCATCH BASINS,MANHOLES,WATERGATES,ETC.ANDCOMPILINGINFORMATIONFROMPLANS SUPPLIEDBYOTHERS.

4.THISISNOTASURVEY.ALLELEVATIONS,DIMENSIONS,ANDINFORMATIONONTHIS SHEETISFORREFERENCEONLY.FINALFOUNDATIONLOCATIONSARESUBJECTTO FIELDSURVEYANDVERIFICATIONSOFEXISTINGUTLITIES,BYSUNPOWER.

AS-BUILTS DRAWINGS

THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

SIGN SIGN SIGN ELEV.TRAV.1007=167.31' CONC.WALK RAMPHC RAMPHC TRAV.1001 ELEV.=173.49' CONC. WALK CONC. WALK HC RAMP HC RAMP CONC.WALK UPPER LEVEL ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? 01 02 03 04 05 06 07 08 09 10 12 13 14 19 18 17 16 15 25 24 23 11 22 21 20 31 30 29 41 35 53 58 64 71 28 40 34 52 57 63 72 27 39 33 51 56 62 67 26 38 32 50 61 69 68 37 49 43 60 66 70 73 36 48 42 59 65 74 75 76 77 78 79 80 B C1 C2 D1 D2 E1 E2 F G A H J 47 46 45 44 55 54 A.1 ARRAYH ARRAYJ ARRAY B ARRAY F ARRAY G ARRAYA ARRAY C ARRAY D ARRAY E S-301 3 S-302 1 S-302 2 S-301 2 S-303 1 S-301 1 S-301 1 S-021 1 S-022 1S-022 2 S-022 3 S-023 1 S-023 2 S-023 3 S-024 1 S-024 2 S-024 3 S-025 1 S-025 2 S-301 3 S-301 3 S-301 4 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 23'-712" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" 33'-9" EQUIPMENTPAD,SEE ELECTRICALDWG 1'-712 COLUMN10 RELOCATEDPER ABOVEDUETOSUB SURFACECONFLICT-SEERFI2002r4 COLUMN12 FOUNDATIONDEPTH TOBE13'-0"DUETO BOULDERCONFLICT BELOWGRADE-SEERFI2003 SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 1054050 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1"2 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 2 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1 2 3 4 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY SITEPLAN:ARRAYLAYOUT S-011 SCALE: 1OVERALLCANOPYSITEPLAN NTS SOUTHERNAVENUESTATIONEAST NOTES 1.ALLDIMENSIONSSHALLBEVERIFIEDINFIELDPRIORTOFABRICATION.

NOTE: 1.PIERSHALLEXTENDTHROUGHFILL TOBEARONFIRMNATIVESOILS. 2.REMOVEALLLOOSESOILAND ESTABLISHFLATBEARINGSURFACE ATBOTTOMOFDRILLEDPIER. 3.PIERDEPTHSSHOWNAREFOR UNCASEDPIERS.FORPERMANENT ORTEMPORARYCASED FOUNDATIONS,DEPTHSWILLNEED TOBEINCREASED.

13" CLEAR, MIN., 24" CLEAR, MAX. CL 1 " CLEAR 3'-0" A.B. EMBEDMENT DEPTH 8" MIN. 3 MIN. FOUNDATION DEPTH = PER SCHEDULE 4/3" MIN. CLEAR NO LAPS ACCROSS JOINT
5,000PSI AIR-ENTRAINED CONCRETEPIER FLOWABLEFILL ANCHORBOLTS PERS-005 (6)6'-6"#10PARTIALLENGTH VERTICALREBAR STRUCTURALSTEELABOVE #4SPIRALREBAR@3"PITCH OVERLENGTHOFANCHORRODS &BOTTOM(3) T.O.PAVING ELEV.VARIES T.O.PIER T.O.FOUNDATION TYP. B.O.FOUNDATION PIER #4SPIRALREBARCAGE WITH9"PITCH ELEV.VARIES COLDJOINTTOBECLEAN& LEFTROUGH.COLDJOINTTO BEUSEDATCONTRACTOR'S DISCRETIONWHERE NECESSARY GROUTPERGSN (6)#10FULLLENGTH VERTICALREBAR 1%SLOPEATMIDDLE, LEVELWITHGROUT FOUNDATION DIAMETER = 3'-0" (6)FULLLENGTHVERTICALREBARPER2/-3" CLEAR PIERCL (4)ANCHORBOLTS PERS-005 PIER HEIGHT= 3-0" MIN. PIERCL SPIRALREBARPER2/-ELECTRICALCONDUITS-SEEELECTRICALDRAWINGSFORDETAILS NOTE SEES-400SERIESFORBASEPLATEDETAILS 2 (6)PARTIALLENGTHVERTICALREBARPER2/-2 SCALE:1"=1'-0" SECTION-FOUNDATION&PROTECTIVECONCRETEPIER 1 SCALE:1"=1'-0" TYPICALPLAN:FOUNDATION PROVIDE(2)SEPARATE#4 TIESINTOP5",INDEPENDENT OFSPIRALREBARCAGE 10" THREAD ANCHOR BOLT LENGTH = 4'-0" 10" THREAD 3 SCALE:3"=1'-0" DETAIL-TYP.ANCHORROD FOUNDATIONSCHEDULE FOUNDATIONTYPEFOUNDATIONDIAMETER MIN.FOUNDATION EMBEDMENTDEPTH ARRAYLOCATION F-1 3'-0" 15-FT ARRAYA,F,&G F-2 3'-0" 20-FT ARRAYB,H,& F-3 3'-0" 21-FT ARRAYC,D,&E F-4 3'-0" 13-FT ARRAYA,COLUMN12 4 SCALE:N.T.S. FOUNDATIONSCHEDULE ANCHORBOLTSPERS005 HOTDIPGALVANIZED JAMNUT (2)HOTDIPGALVANIZED
NOTE GRINDTHREAD ASREQ'DTOPREVENT MOVEMENTOFNUT TYP.ELEVATION HOTDIPGALVANIZED STANDARDSTRUCTURALWASHER,TYP. HOTDIPGALVANIZED HEAVYHEXNUT HOTDIPGALVANIZED 4.5"OUTERDIAMETERWASHER,TYP. SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 005 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 2 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAM DULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY TYPICALFOUNDATIONDETAIL S-031 SOUTHERNAVENUESTATIONEAST AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
HEAVYHEXNUTS

AS-BUILTS

DRAWINGS

THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

5 DEG. PS-1 6'-9" CB-2 C-2 PS-1 6'-9" CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. CB-2 C-2 BL-1BL-1 EQ.EQ.EQ. PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PM4-A/B=33'-81 2 " 10-PANELMIDDLE PS3-A/B=50'-7" 15-PANELSTARTER PM4-A/B=33'-81 2 10-PANELMIDDLE PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR PURLINPAIR 1 DEG. S-301 3 PM4-A/B=33'-81 2 " 10-PANELMIDDLE PM4-A/B=33'-81 2 " 10-PANELMIDDLE PM4-A/B=33'-81 2 " 10-PANELMIDDLE PM4-A/B=33'-81 2 10-PANELMIDDLE PM4-A/B=33'-81 2 10-PANELMIDDLE PM4-A/B=33'-81 2 10-PANELMIDDLE PM4-A/B=33'-81 2 10-PANELMIDDLE PM4-A/B=33'-81 2 10-PANELMIDDLE PM4-A/B=33'-81 2 10-PANELMIDDLE 01020304050607080910111213 A CANOPY VALLEY PS-1 6'-9" PE2-A/B=26'-111 2 8-PANELEND CB-2 C-2 14 BL-1 EQ.EQ. CB-2 C-2 A.1 S-301 4 5 DEG. 10'-133'-9"BAY 1 4 CB-2 C-2 CB-2 C-2 CB-2 C-2 CB-2 C-2 CB-2 C-2 CB-2 C-2 CB-2 C-2 CB-2 C-2 CB-2 C-2 CB-2 C-2 CB-2 C-2 CB-2 C-2 33'-9"BAY33'-9"BAY33'-9"BAY33'-9"BAY33'-9"BAY33'-9"BAY33'-9"BAY33'-9"BAY33'-9"BAY33'-9"BAY33'-9"BAY23'-712BAY 1 DEG. 146'-12 448'-10" S-301 3 A CANOPY VALLEY CB-2 C-2 10'-11 4 0102030405060708091011121314 CB-2 C-2 S-301 4 BR-2 BR-2 SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 04005 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1"2 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 3 2 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 GSRPUPDATE 08-26-22JSJM REISSUEDFORCONSTRUCTION 11-04-22JSJM AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY FRAMINGPLAN:L-CANOPY S-103 SOUTHERNAVENUESTATIONEAST SCALE: 1PURLINFRAMINGPLAN:ARRAYA(7X133) 1/16"=1'-0" SCALE:
1/16"=1'-0" NORTH NORTH Xref.\Titleblock\WMATA_TITLEBLOCK_SUNPOWER_36x48_RecordSet.dwg
2STRUCTURALFRAMINGPLAN:ARRAYA(7X133)
40 34 41 35 42 36 43 37 32 38 33 39 33'-9"BAY,TYP.PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PS3-A/B=50'-7" 15-PANELSTARTER PM4-A/B=33'-81 2 " 10-PANELMIDDLE PM4-A/B=33'-81 2 10-PANELMIDDLE PM4-A/B=33'-81 2 " 10-PANELMIDDLE PE4-A/B=37'-1" 11-PANELEND BL-1 EQ.EQ.EQ. BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 EQ.EQ.EQ. BL-1 BL-1 EQ.EQ.EQ. BL-1 10'-11 4 10'-11 4 CANOPY VALLEY S-302 2 3 DEG. 1 DEG. 188'-111 2 D1 D2 40 34 41 35 42 36 43 37 32 38 33 39 D1 D2 33'-9"BAY,TYP. CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 CANOPY VALLEY 14'-8"BR-2BRACING 117'-12BR-2BRACING 116'-82PL-2SPLICE 15'-1"PL-2SPLICE S-302 2 3 DEG. 1 DEG. 19'-10 34BR-2BRACING 18'-5 58 "BR-2BRACING CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 0005 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 01" BARNOTONEINCH,DRAWINGNOTTOSCALE 4 2 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMDULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY FRAMINGPLANS:ARRAYD S-106 SOUTHERNAVENUESTATIONEAST SCALE: 1PURLINFRAMINGPLAN:ARRAYD(14x56) 3/32"=1'-0" SCALE: 1CROSSBEAMFRAMINGPLAN:ARRAYD(14x56) 3/32"=1'-0" NORTH NORTH AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
33'-9" BAY, TYP. PS3-A/B = 50'-7" 15-PANEL STARTER PM4-A/B = 133'-82 10-PANEL MIDDLE PM4-A/B = 133'-82 10-PANEL MIDDLE PM4-A/B = 133'-82 10-PANEL MIDDLE PE4-A/B = 37'-1" 11-PANEL END PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" PS-1 6'-9" EQ. EQ. EQ. BL-1 BL-1 EQ. EQ. EQ. BL-1 BL-1 EQ. EQ. EQ. BL-1 BL-1 EQ. EQ. EQ. BL-1 BL-1 EQ. EQ. EQ. BL-1 BL-1 10'-1 14 10'-1 14 3DEG.1DEG. CANOPYVALLEY 1S-303 1188'-112 E1 E2 53 52 51 50 55 54 49 48 47 46 45 44 CANOPYVALLEY 53 52 51 50 49 48 E1 E2 47 46 45 44 55 54 33'-9" BAY, TYP. CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 16'-9" PL-2 SPLICE 16'-9" PL-2 SPLICE 11'-43 8 BR-2 BRACING 17'-107 8 BR-2 BRACING 3DEG.1DEG. 1S-303 15'-47 8 BR-2 BRACING 20'-101 4 BR-2 BRACING CB-3 C-1 CB-3 CB-3 C-3 BR-2 BR-2 BR-2 BR-2 SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 0005 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 01" BARNOTONEINCH,DRAWINGNOTTOSCALE 4 2 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMDULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY FRAMINGPLANS:ARRAYE S-107 SOUTHERNAVENUESTATIONEAST SCALE: 2PURLINFRAMINGPLAN:ARRAYE(18x56) 3/32"=1'-0" SCALE: 1CROSSBEAMFRAMINGPLAN:ARRAYE(18x56) 3/32"=1'-0" NORTH NORTH AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
-1DEG.TILT 5DEG.TILT C-1COLUMNPERPLAN CB-1CROSSBEAMPERPLAN P-1PURLINPERPLAN H J 6'-89 16 19'-1016 1 2 TYPPANEL SPACING 8 S-401 S-411 18'-8 7 16 MAXIMUM HEIGHT 6'-65 8 19'-27 8 3'-0" MIN 4'-7" MAX 10'-101 16 T.O. PL-2 TO B.O. BP-2 S-401 14'-0" MIN. CLEARANCE AT LOW END OF ENTIRE CANOPY 1-2"SPACING TYP.ATVALLEY -1DEG.TILT 5DEG.TILT C-1COLUMNPERPLAN CB-1CROSSBEAMPERPLAN P-1PURLINPERPLAN B 1 2 TYPPANEL SPACING 6'-716 19'-911 16 S-401 18'-81 2 " : MAXIMUM HEIGHT S-031 6'-7 3'-0" MIN 4'-7" MAX 12'-9" T.O. PL-2 TO B.O. BP-2 S-402 S-401 2 S-402 14'-0" MIN. CLEARANCE AT LOW END OF ENTIRE CANOPY 19'-2" 1-2"SPACING TYP.ATVALLEY -1DEG.TILT 5DEG.TILT C-2COLUMNPERPLAN CB-2CROSSBEAMPERPLAN P-1PURLINPERPLAN A G 1 2 " TYPPANEL SPACING 23'-0" 22'-111 S-411 2 S-402 20'-6 3 4 " MAXIMUM HEIGHT 6'-75 8 39'-01 2 13'-0 3 4 T.O. PL-2 TO B.O. BP-1 3'-0" MIN 4'-7" MAX S-402 S-402 F 174° 14'-0" MIN. CLEARANCE AT LOW END OF ENTIRE CANOPY 1-2"SPACING TYP.ATVALLEY -1DEG.TILT 5DEG.TILT C-2COLUMNFIELDMODIFIEDPERPLAN CB-2CROSSBEAMPERPLAN P-1PURLINPERPLAN A 1 2 TYPPANEL SPACING 23'-0" 22'-111" 20'-6 3 4 " : MAXIMUM HEIGHT 6'-7 39'-01" 3'-0" MIN 4'-7" MAX 174° 14'-0" MIN. CLEARANCE AT LOW END OF ENTIRE CANOPY A.1 (2)A36L6X6X3 8EACHSIDE S-402.1 S-402.1 1'-72 S-403 5 S-402.1 1-2"SPACING TYP.ATVALLEY SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 5 005 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 0 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 2 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#:2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1 2 3 4 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY ELEVATION:L-CANOPY&T-CANOPY S-301 SCALE: 1ELEVATION:ARRAYH&J 1/4"=1'-0" SOUTHERNAVENUESTATIONEAST SCALE: 2ELEVATION:ARRAYB 1/4"=1'-0" SCALE: 3ELEVATION:ARRAYA,F,&G 1/4"=1'-0" SCALE: 4ELEVATION:ARRAYAATCOLUMN10 1/4"=1'-0" AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
-1DEG.TILT 3DEG.TILT 61'-5" C1 C2 7'-67" 23'-22 COLUMN C-3 = 11'-31 8 COLUMN C-1 = 14'-5 3 4 3'-0" MIN 4'-7" MAX CB-3=6'-0" CB-3=13'-85 8 CB-3=26'-43 4 CB-3=45'-7" DRIVEAISLE 15'-0" MINIMUM CLEARANCE AT DRIVE AISLE 23'-3 18 MAX. HEIGHT @ COL. #22 S-031 S-404 S-405 S-411 S-403 S-411 5 S-403 1 2 " TYPPANEL SPACING2'-28 TYP 4'-43 4 TYP CROSSBEAMPERPLAN P-1PURLINPERPLAN S-403 1 S-403 176° 14'-0" MIN. CLEARANCE AT LOW END OF ENTIRE CANOPY INVERTER,TYP. SEEELECTRICALDWG. 3'-0" MIN 4'-7" MAX NOTE: 3'-0"MIN.PIERHEIGHTIS BASEDOFFPAVEMENT GRADE.PIERSINPARKING ISLANDSMAYDIFFER. NOTE:THISBEAMMUST BESHOREDDURING CONSTRUCTION 1-2"SPACING TYP.ATVALLEY -1DEG.TILT 3DEG.TILT 64'-98 D1 D2 20'-104 6'-6 COLUMN C-3 = 10'-9 7 8 COLUMN C-1 = 14'-2 5 8 3'-0" MIN 4'-7" MAX DRIVEAISLE 15'-0" MINIMUM CLEARANCE AT DRIVE AISLE CB-3=32'-117 8 CB-3=26'-38 CB-3=13'-1" 1 2 TYPPANEL SPACING2'-28 TYP 4'-44 TYP CB-3=19'-31 8 22'-5 MAX. HEIGHT @ COL. #34 S-031 S-404 CROSSBEAMPERPLAN P-1PURLINPERPLAN S-403 S-403 S-411 S-404 S-411 S-404 S-403 1 S-403 176° 14'-0" MIN. CLEARANCE AT LOW END OF ENTIRE CANOPY NOTE: 3'-0"MIN.PIERHEIGHTIS BASEDOFFPAVEMENT GRADE.PIERSINPARKING ISLANDSMAYDIFFER. INVERTER,TYP. SEEELECTRICALDWG. NOTE:THISBEAMMUST BESHOREDDURING CONSTRUCTION 1'-24 4'-14 1-2"SPACING TYP.ATVALLEY SHEET 1414HARBOURWAYSOUTH RICHMOND,CA94804USA 5 005 STRICTLYFORBIDDEN. REVDESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 0 BARNOTONEINCH,DRAWINGNOTTOSCALE 4 2 1 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob#:2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHATAMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1 2 3 4 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY ELEVATION:ARRAYC&D S-302 SOUTHERNAVENUESTATIONEAST SCALE: 2ELEVATION:ARRAYD 1/4"=1'-0" SCALE: 1ELEVATION:ARRAYC 1/4"=1'-0" AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASRESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
7 SCALE:3"=1'-0" PLANATC-1TOCB-1CONNECTION 3 SCALE:3"=1'-0" TYP.DTL.ATCROSSBEAMSTIFFPL. 2 SCALE:3"=1'-0" L-CANOPYSECTIONATC-1TOCB-1 CONNECTION TYP 2 2 2 5/16 1 TYP. BASE PLATE = 2'-2" 1 SCALE:3"=1'-0" PLANATCOLUMNBASE 6" TYP 4"TYP 2 10 BASEPLATE=1'-5" 5 TYP 6 SCALE:3"=1'-0" LCANOPYSECTIONATCOL.BASEPLATE 610 1CL CL CL31/2" 1" 1" 5" 8 SCALE:3"=1'-0" ELEVATIONATC-1/CB-1CONNECTION 9 SCALE:3"=1'-0" PLANATC-1/CB-1CONNECTION 1/2" 5/16 TYP.AT FLANGES 5 SCALE:3"=1'-0" PLANATCB-1TOC-1CONNECTION 51/2" 7321 2 2 TYP. 174° 5/16" CJP TYP.AT FLANGES 2 2 CL 3 CJP TYP.AT FLANGES (8)FB-12FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. PL-1COLUMNCAP PLATEPERS005 C-1COLUMN PERS-005 STIFF.PLATE, (8)PERCROSSBEAM, SEE3/3/4"FULLDEPTH STIFFENER 5/16" TYP. CB-1 CROSSBEAM ℄ FILLGAP PL-1COLUMNCAP PLATEPERS-005 ℄ CB-1CROSSBEAM PERS005 PL-1COLUMNCAP PERS005 (8)FB-12FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. BP-2BASEPLATE, SEES005 (4)AB-14ANCHOR BOLTS 2 FOUNDATION PERS-031 Ø NON-SHRINKGROUT 2"MAX.(PERGSN) BP-2BASEPLATE, PERS005 JAMNUT C-2 COLUMNPERS005 FOUNDATIONPER3/S031 4"X6" BASEPLATECUTOUT FORELECTRICALCONDUITS ATPOWERCOLUMNS, SEEELECTRICALDRAWINGS FORACTUALDETAILSOFWIRING (4PLACES) (4)AB-14 ANCHORBOLTS CB-1CROSSBEAM PERS-005 C-1COLUMN (8)FB-10FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. PL-1PERS-005 PL-1PERS-005 1/2"STIFFENER PLATESA572GR. 50,TYP. 1/2" 3/4"FULLDEPTH STIFFENERPLATE,TYP. STIFFENERPLATE MATCHCOLUMN FLANGETHICKNESS. ALIGNWITHFLANGES 1/2"STIFFENER PLATESA572GR. 50,TYP. PL-1PERS005 TYP.AT FLANGES ℄ CB-1CROSSBEAM PERS-005 PL-1COLUMNCAP (BELOW)PERS-005 (8)FB-12 PRE-TENSIONED BOLTWITHDTI WASHERS PL-3WELDEDPLATE BELOWBOLTON EACHSIDE 3/4"STIFFENER PLATESA572GR. 50,TYP.SEE4/STIFFENERPLATE MATCHCOLUMN FLANGETHICKNESS. ALIGNWITHFLANGES PL-3WELDED PLATEATEACH BOLT 2SIDES TYP 8" CLR 3/16 L-CANOPY TYP 2 2 2 2 TYP 11/16 CROSSBEAMPERPLAN 3/16 PW-1PLATEWASHER PERS005 SIDESMIN. 6"MIN.TOTAL WASHINGTONMETROAREATRANSITAUTHORITY STRUCTURALFRAMINGDETAILS1 S-401 SOUTHERNAVENUESTATIONEAST SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
3 SCALE:3"=1'-0" TYP.CROSSBEAMTAPERDETAIL K + 1/4" R2 TYP R1 2"TYP 3'-6"TYP 6" 174° 2 SCALE:3"=1'-0" TYP.CROSSBEAMDETAIL:T&L-CANOPY 7 SCALE:3"=1'-0" PLANATC-2TOCB-2CONNECTION 6 SCALE:3"=1'-0" TYP.SECTIONATC-2TOCB-2 CONNECTION 22 2 2 2 2 TYP. 5 SCALE:3"=1'-0" TYP.SECTIONATCOL.BASEPLATE 4CL 8 SCALE:3"=1'-0" DTL.ATCROSSBEAMSTIFFPL. BASE PLATE = 2'-2" 4 SCALE:3"=1'-0" PLANATCOLUMNBASE 6" TYP 4"TYP 10 BASEPLATE=1'-5" 5 TYP10 CL CL 5/16" TYP.AT FLANGES 78CROSSBEAM NOTE: ALLTAPERCOPELOCATIONS TOBEINCONFORMAANCE WITHAISC360-16J1.6ANDM2.2 CROSSBEAMPERPLAN CJPTYP (8)FB-10FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. PL-2COLUMN CAPPLATE PERS005 C-2COLUMN PERS-005 STIFF.PLATE, (4)PERCROSSBEAM, SEE8/℄ CB-2CROSSBEAM PERS-005 PL-2COLUMNCAP PERS-005 (8)FB-10 FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. 3/8 NON-SHRINKGROUT 2"MAX.PERGSN BP-1BASEPLATE, PERS005 JAMNUT C-2 COLUMNPERS005 FOUNDATIONPER3/S031 (4)AB-12 ANCHORBOLTS CROSSBEAMPER PLAN 1/2"FULLDEPTH STIFFENER 5/16" TYP. CB-2 CROSSBEAM ℄ PL-2COLUMNCAP PLATEPERS005 C-2COLUMNPER S005 BP-1BASEPLATE, SEES005 (4)AB-14ANCHOR BOLTS 2 FOUNDATION PERS031 Ø 4"X6" BASEPLATECUTOUT FORELECTRICALCONDUITS ATPOWERCOLUMNS, SEEELECTRICALDRAWINGS FORACTUALDETAILSOFWIRING (4PLACES) FILLGAP T-CANOPY 1/2" 3/16 2SIDESMIN. 6"MIN.TOTAL PW-1PLATEWASHER PERS005 SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY S-402 SOUTHERNAVENUESTATIONEAST STRUCTURALFRAMINGDETAILS2 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
2 SCALE:3"=1'-0" ELEVATIONATC-1/CB-1CONNECTIONATCOLUMN10 A A.1 1'-7 7 S-402 8 S-402 (8)FB-10FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. (2)NEW THICKA572GR. 50STIFFENERPLATES EACHSIDE ALIGNWITHCOLUMN FLANGES PL-3WELDEDPLATE BELOWBOLTON EACHSIDE RE-USEEXISTINGHOLES INCROSSBEAMTHIS LOCATIONONLY FIELDDRILLNEWHOLES TOMATCHEXISTINGCAP PLATESPACING-SPRAYGALVANIZE AFFECTEDAREA EXISTINGCROSSBEAM 1/2 FLANGES, T&B 5/16 WEB 4 SCALE:3"=1'-0" SIDEELEVATIONATBASEPLATEASSEMBLYATCOLUMN10 BASE PLATE = 2'-2" 1 SCALE:3"=1'-0" PLANATCOLUMN10BASEPLATE 6" TYP 4"TYP 10 BASEPLATE=1'-5" TYP 410 CL CL 5/16" TYP. NON-SHRINKGROUT 2"MAX.PERGSN BP-1 BASEPLATE, PERS005 EXISTINGCOLUMNAT A-10LOCATIONONLY FOUNDATIONPER3/S-031 BP-1BASEPLATE, SEES005 (4)AB-14ANCHOR BOLTS 2 FOUNDATION PERS031 Ø 4"X6" BASEPLATECUTOUT FORELECTRICALCONDUITS ATPOWERCOLUMNS, SEEELECTRICALDRAWINGS FORACTUALDETAILSOFWIRING (4PLACES) 5/16 3/16 SIDESMIN. 6"MIN.TOTAL PW-1PLATEWASHER PERS005 2" 2" 11" 1/4"THICK 11"A572-50 PLATEPERELEVATION EACHSIDE 6@12 TYP. 5/16 3 SCALE:3"=1'-0" FRONTELEVATIONATBASEPLATEASSEMBLYATCOLUMN10 (2)GUSSETPLATES EACHSIDEOFCOLUMN TYP. 5/16 B.O.B. TO CENTER OF SHEAR TAB = 7'-0" CL CL (2)1/4"THICKx11" A572-50GUSSET PLATESEACHSIDE OFCOLUMN EXISTINGCOLUMNAT A-10LOCATIONONLY TYP. 5/16 B.O.B. TO CENTER OF SHEAR TAB = 7'-0" CL CL 3/4"THICKA572-50 SHEARTABPLATE 1 GAP 6" 1 GAP WELDSHEARTAB DIRECTLYTOCOLUMN TYP. 1/2 WELDFULLLENGTH 5/16 TOTALMIN.,TYP.-ANGLETOCOLUMN SHEARTTAB 31/4"THICKx11" A572-50PLATEEACH SIDEOFCOLUMN 1/4"THICKx11" A572-50PLATEEACH SIDEOFCOLUMN 6" 2" 1 6" GAP TYP. 5/16
A36 6x6 EACHSIDE 3/4"THICKA572-50 SHEARTAB, TYP. 10" SHEAR TAB LENTH 4" 6" 6" 1'-0"SHEARTABWIDTH EQ. EQ. EQ. EQ. 1 Ø CL TYP.AT 1/2 TABS FB-12FIELDBOLT, TYP. BR-2,ALIGNWITH PURLINFLANGE. SEE2/S-402.2 1/2"FULLDEPTH STIFFENERPLATES EACHSIDE A36L6 3/8" EACHSIDE 5 SCALE:3"=1'-0" DETAIL:SHEARTABATCROSSBEAMCONNECTION SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY S-402.1 SOUTHERNAVENUESTATIONEAST FIELDMODIFICATIONSTRUCTURALDETAILS AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.
T-CANOPY
5 SCALE:3"=1'-0" TYPICALCROSSBEAMSPLICE 6CROSSBEAM PERPLAN 5/16 (8)FB-12A325FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. PL-4CROSSBEAM SPLICEPLATE1-1/2" (GR.50)TYP. 3 4 2 2 2 6 SCALE:3"=1'-0" TYPICALCROSSBEAMSPLICE 3 SCALE:3"=1'-0" TYP.CROSSBEAMTOPURLINBRACE(BR-2) STIFFENERSPER2/S-404 EACHSIDEOFBEAM CROSSBEAM PERPLAN BR-2BRACE-L 1/4 PURLIN PERS-005 FB-7BOLT (2)FB-7BOLT -DRILLSTDHOLES THRUPURLININ FIELD 3" EQUAL EQUAL C L L CL CROSSBEAM PERPLAN (8)FB-12A325FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. 3 4 1 1 121 EQ. EQ. EQ. EQ. 121 STANDARDHOLEINEACH SIDEOFSTIFFENER CROSSBEAM CL CL PURLIN CROSSBEAMPERPLAN 2 SCALE:3"=1'-0" TYP.CROSSBEAMDETAIL:LONGSPAN CJPTYP BASE PLATE = 2'-2" BP-1BASEPLATE, SEES005 (4)AB-14ANCHOR BOLTS 1 SCALE:3"=1'-0" PLANATCOLUMNBASE 2 6" TYP 4"TYP 2 10 BASEPLATE=1'-5" FOUNDATION PERS-031 Ø TYP NON-SHRINKGROUT 2"MAX.(f'c=8000PSI) BP-1BASEPLATE, PERS-005 JAMNUT 4 SCALE:3"=1'-0" TYP.SECTIONATCOL.BASEPLATE COLUMNPERPLAN FOUNDATIONPER3/S-031 42 10 4 4"X6" BASEPLATECUTOUT FORELECTRICALCONDUITS ATPOWERCOLUMNS, SEEELECTRICALDRAWINGS FORACTUALDETAILSOFWIRING(4PLACES) (4)AB-12 ANCHORBOLTS 3/4*tf CL CL CL 176.00° 5/16 WP TYP.FOR FLANGES 5/8 TYP.FOR FLANGES LONGSPAN C L C L 3/16 2SIDESMIN. 6"MIN.TOTAL PW-1PLATEWASHER PERS005 NOTE: 1)"tf" FLANGETHICKNESS 2)WELDSIZEVARIESBY"tf"AS SHOWN. SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY S-403 SOUTHERNAVENUESTATIONEAST STRUCTURALFRAMINGDETAILS3 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

ARRAYD&E:C-1TOCB-3CONNECTIONPLAN,HIGHEND

CB-3CROSSBEAM PERS-005 STIFFENERPLATE PER2/--ALIGNWITHCOLUMN CENTERLINE C-1COLUMN PERS-005 (4)FB-10FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. 6PL-1 PERS-005 3 SCALE:3"=1'-0"
COLUMN CL 6 SCALE:3"=1'-0"
ARRAYD&E:C-1TOCB-3CONNECTIONELEVATION,HIGHEND
C-2COLUMN PERS005 PL-1PERS005 5/16 CB-1CROSSBEAM PERS005 2 3" 3" CL CL 1/2"FULLDEPTH STIFFENERPLATES 1 2 SCALE:3"=1'-0" TYPICALSTIFFENERPLATE CROSSBEAM CROSSBEAM PERPLAN (8)STIFFENERPLATES PER2/-COLUMN PERPLAN (8)FB-10FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. 5 SCALE:3"=1'-0" TYP.PLAN:COLUMNTOCROSSBEAMCONNECTION COLUMN PERPLAN PL-1PERS-005 3/8" 2" (8)FB-10FIELDBOLTS (PRE-TENSIONED) PERCONNECTION, TYP. CB-3CROSSBEAM PERS-005 52" PL-2 PERS-005 1 2 1 2 1 SCALE:3"=1'-0" TYPSECTIONATLONGSPAN:COLUMNTOCROSSBEAMCONNECTION 2 FILLGAP COLUMN TYP 5/16 CL CL CL CL LONGSPAN 22STIFFENERPLATESAT CROSSBEAMPER2/-4 SCALE:3"=1'-0" PLANATCROSSBEAMTOCOLUMNCONNECTION COLUMNCAP PLATEBELOW (8)FB-10FIELDBOLTS (PRE-TENSIONED)PER CONNECTION, TYP. CB-3CROSSBEAM PERS-005 1 4 " TYP CL CL 1/2"STIFFENERPLATES A572GR50.SEE2/-4(4)FB-10FIELDBOLTS (PRE-TENSIONED)PER CONNECTION, TYP. SHEET 1414HARBOURWAYSOUTH RICHMOND, CA 94804USA 0 40 05 STRICTLYFORBIDDEN. REV DESIGN# DESCRIPTION DATEDBCB PROJECT OPPORTUNITY REVISIONS ENGINEER'S STAMP 1" 2 BAR NOTONEINCH,DRAWING NOTTOSCALE 4 3 C 90%DESIGN 10-23-20 1 90%DESIGNr1 04-09-21MDJM JSAM 2 90%DESIGNr2 06-14-21JSJM KPFFJob# 2000061 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500 Fax(619)521-8591 3 ISSUEDFORPERMIT 08-20-21JSJM PROFESSIONALCERTIFICATION. HEREBYCERTIFYTHATTHESEDOCUMENTSWEREPREPAREDOR APPROVEDBYME,ANDTHAT AMADULYLICENSEDPROFESSIONAL ENGINEERUNDERTHELAWSOFTHESTATEOFMARYLAND,LICENSENO. 45276,EXPIRATIONDATE04/10/24 4 ISSUEDFORCONSTRUCTION 12-14-21JSJM 5 6 1911SOUTHERNAVENUE TEMPLEHILLS,MD20748 5 GSRPUPDATE 08-26-22JSJM 6 REISSUEDFORCONSTRUCTION 11-04-22JSJM 7 AS-BUILTS 01-06-23JSJM WASHINGTONMETROAREATRANSITAUTHORITY S-404 SOUTHERNAVENUESTATIONEAST STRUCTURALFRAMINGDETAILS4 AS-BUILTS DRAWINGS THESERECORDDOCUMENTSHAVE BEENPREPAREDBASEDON INFORMATIONPROVIDEDBYOTHERS. THECONSULTANTHASNOTVERIFIED THEACCURACYAND/OR COMPLETENESSOFTHIS INFORMATIONANDSHALLNOTBE RESPONSIBLEFORANYERRORSOR OMMISSIONTHATMAYBE INCORPORATEDASARESULTOF ERRONEOUSINFORMATIONPROVIDED BYOTHERS.

STRUCTURAL BILL OF MATERIALS (sBOM)

01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 CANOPY STRUCTURE BILL OF MATERIALS (sBOM) SOUTHERN AVENUE STATION GARAGE 12130 S-005
INCLINATION 5° (LOUVERED) NUMBER OF CANOPIES 1 NUMBER OF CONNECTIONS TO GARAGE 68 CONTRACTOR FABRICATOR TO CONFIRM ALL COMPONENT QUANTITIES WITH FRAMING PLANS AND DETAILS. WHERE DIFFERENT COMPONENT OR MATERIAL TYPE IS DENOTED ON DETAILS, THOSE SHALL TAKE PRECEDENT. CANOPY STRUCTURE BILL OF MATERIALS (sBOM) PIECE MARK COMPONENT NAME MATERIAL UNIT DIMENSIONS QUANTITY REQ'D FINISH COLOR DESCRIPTION NOTES PV PANEL PV-1 PV PANEL SUNPOWER SPR-A450-COM 40.0" W. x 78.7" L. 3499 N/A N/AGROUT G-1 GROUT HIGH STRENGTH NON-SHRINK GROUT 2' 0" W. x 1'-4" L. x 2" D. 25 N/A N/AG-16 GROUT 2" TH. HIGH STRENGTH NON-SHRINK GROUT SEE PV-400 SERIES DRAWINGS 12 N/A N/ASTRUCTURAL STEEL BP-12 BASE PLATE 1 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 40 HOT DIP GALVANIZED N/ABP-16 BASE PLATE 2" PL. A572 GR. 50 SEE PV-100 & PV-400 SERIES DRAWINGS 35 HOT DIP GALVANIZED N/ABP-20 BASE PLATE 2" PL. A572 GR. 50 SEE PV-100 & PV-400 SERIES DRAWINGS 2 HOT DIP GALVANIZED N/ABP-28 BASE PLATE 3 1/2" PL. A572 GR. 50 SEE PV-100 & PV-400 SERIES DRAWINGS 15 HOT DIP GALVANIZED N/ABBSP-6 BASE BRACKET SIDE PLATE 3/4" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 28 HOT DIP GALVANIZED N/ABBTP-8 BASE BRACKET TOP PLATE 1" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 28 HOT DIP GALVANIZED N/ABBGP-8 BASE BRACKET GUSSET PLATE 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 80 HOT DIP GALVANIZED N/ABPCS-4 BASE PLATE CONNECTION STIFFENER 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 208 HOT DIP GALVANIZED N/AC-10x30 COLUMN A992 W10 x 30 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 40 HOT DIP GALVANIZED N/AC-10x100 COLUMN A992 W10 x 100 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 21 HOT DIP GALVANIZED N/AC-10x112 COLUMN A992 W10 x 112 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 3 HOT DIP GALVANIZED N/AC-12x65 COLUMN A992 W12 x 65 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 3 HOT DIP GALVANIZED N/AC-12x106 COLUMN A992 W12 x 106 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 15 HOT DIP GALVANIZED N/AC-12x120 COLUMN A992 W12 x 120 SEE PV-100, PV-300 & PV-400 SERIES DRAWINGS 10 HOT DIP GALVANIZED N/ACCP-1 COLUMN CAP PLATE 1 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 29 N/ACCP-2 COLUMN CAP PLATE 2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 25 HOT DIP GALVANIZED N/ACCP-3 COLUMN CAP PLATE 2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 8 HOT DIP GALVANIZED N/ACCS-1 COLUMN CAP STIFFENER 5/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 82 N/ABCP-12 BEAM CONNECTION PLATE 1-1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 39 HOT DIP GALVANIZED N/AG-21x055 GIRDER W21 x 55 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 102 HOT DIP GALVANIZED N/AG-21x073 CROSSBEAM W21 x 73 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 18 HOT DIP GALVANIZED N/AG-21x094 GIRDER W21 x 94 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 6 HOT DIP GALVANIZED N/ABCS-5 5/8" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 106 N/ACB-24x055 CROSSBEAM W24 x 55 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 68 HOT DIP GALVANIZED N/ACB-24x062 CROSSBEAM W24 x 62 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 98 HOT DIP GALVANIZED N/ACB-24x068 CROSSBEAM W24 x 68 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 11 HOT DIP GALVANIZED N/ACB-24x076 CROSSBEAM W24 x 76 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 1 HOT DIP GALVANIZED N/ACB-24x094 CROSSBEAM W24 x 94 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 8 HOT DIP GALVANIZED N/ACB-24x103 CROSSBEAM W24 x 103 A992 GR. 50 SEE PV-100 & PV-300 SERIES DRAWINGS 2 HOT DIP GALVANIZED N/ASPPE-12 SPLICE PLATE (END) 1-1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 394 HOT DIP GALVANIZED N/ASTCH-4 STIFFENER PLATE (COLUMN - HORIZONTAL) 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 112 HOT DIP GALVANIZED N/ASTCV-4 STIFFENER PLATE (COLUMN VERTICAL) 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 20 HOT DIP GALVANIZED N/ASTP-4 STIFFENER PLATE (BEAM) 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 796 HOT DIP GALVANIZED N/ASTPC-4 STIFFENER PLATE (COLUMN) 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 96 HOT DIP GALVANIZED N/ASHPE-4 SHEAR TAB PLATE (EXTENDED) 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 84 HOT DIP GALVANIZED N/ABPCA-2.5 BASE PLATE CONNECTION ANGLE L8 X 4 X 5/16 A36 SEE PV-400 SERIES DRAWINGS 104 HOT DIP GALVANIZED N/ABR-2 BRACE ANGLE L3 X 3 X 1/4 A36 SEE PV-400 SERIES DRAWINGS 112 HOT DIP GALVANIZED N/ABR-3 BRACE ANGLE L3 X 3 X 1/4 A36 SEE PV-400 SERIES DRAWINGS 48 HOT DIP GALVANIZED N/ABR-4 BRACE ANGLE L3 X 3 X 1/4 A36 SEE PV-400 SERIES DRAWINGS 32 HOT DIP GALVANIZED N/ABRCP-4 BRACE CONNECTION PLATE 1/2" PL. A572 GR. 50 SEE PV-400 SERIES DRAWINGS 40 HOT DIP GALVANIZED N/APMA-03.90 PURLIN MOUNTING ANGLE (90 DEG.) 3/8" PL. A572 GR.50 SEE PV-400 SERIES DRAWINGS 1268 HOT DIP GALVANIZED N/APSP-3 PURLIN SPLICE PLATE 3/8" PL. A572 GR. 50 9" H. x 6" L. 446 HOT DIP GALVANIZED N/ACOLD-FORMED STEEL PA09S12 PURLIN (9 PANEL STARTER) 12 GA. A653 GR. 55 12" x 4" x 1" x 367" 26 GALVANIZED G235 N/APA10SE12 PURLIN (10 PANEL STARTER/END) 12 GA. A653 GR. 55 12" x 4" x 1" x 407-1/2" 26 GALVANIZED G235 N/APA11SE12 PURLIN (11 PANEL STARTER/END) 12 GA. A653 GR. 55 12" x 4" x 1" x 448" 26 GALVANIZED G235 N/APA14S12 PURLIN (14 PANEL STARTER) 12 GA. A653 GR. 55 12" x 4" x 1" x 569-1/2" 66 GALVANIZED G235 N/APA14S12-10GA PURLIN (14 PANEL STARTER) 10 GA. A653 GR. 55 12" x 4" x 1" x 569-1/2" 22 GALVANIZED G235 N/APA09M12 PURLIN (9 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 364" 48 GALVANIZED G235 N/APA09M12-10GA PURLIN (9 PANEL MIDDLE) 10 GA. A653 GR. 55 12" x 4" x 1" x 364" 22 GALVANIZED G235 N/APA11M12 PURLIN (11 PANEL MIDDLE) 12 GA. A653 GR. 55 12" x 4" x 1" x 445" 192 GALVANIZED G235 N/APA11M12-10GA PURLIN (11 PANEL MIDDLE) 10 GA. A653 GR. 55 12" x 4" x 1" x 445" 88 GALVANIZED G235 N/APA07E12 PURLIN (7 PANEL END) 12 GA. A653 GR. 55 12" x 4" x 1" x 286" 26 GALVANIZED G235 N/APA12E12 PURLIN (12 PANEL END) 12 GA. A653 GR. 55 12" x 4" x 1" x 488-1/2" 48 GALVANIZED G235 N/APA12E12-10GA PURLIN (12 PANEL END) 10 GA. A653 GR. 55 12" x 4" x 1" x 488-1/2" 22 GALVANIZED G235 N/APF-1 PURLIN FASCIA 18 GA. A653 GR. 33 12-1/4" 2-7/8" x 1" x 49-3/4" 166 GALVANIZED G235 N/APB-1 PURLIN BLOCKING 16 GA. A653 GR. 33 9" H. x 2" W. x 4' 1-1/2" L. 560 GALVANIZED G235 N/ABOLTS & FASTENERS AR-07.08.105 ANCHOR ROD F1554 (GR. 105) 7/8" DIA. x 8" L. 58 HOT DIP GALVANIZED N/AAR-07.27.105 ANCHOR ROD F1554 (GR. 105) 7/8" DIA. x 27" L. 46 HOT DIP GALVANIZED N/AAR-08.11.105 ANCHOR ROD F1554 (GR. 105) 1" DIA. x 11" L. 104 HOT DIP GALVANIZED N/AAR-08.24.105 ANCHOR ROD F1554 (GR. 105) 1" DIA. x 24" L. 48 HOT DIP GALVANIZED N/AAR-08.26.105 ANCHOR ROD F1554 (GR. 105) 1" DIA. x 26" L. 60 HOT DIP GALVANIZED N/APW-07.01.20.26 PLATE WASHER A572 GR. 50 1/8" T. x 2-1/2" x 3-1/4" w/ 15/16" DIA. HOLE 100 HOT DIP GALVANIZED N/APW-07.03.20.26 PLATE WASHER A572 GR. 50 3/8" T. x 2-1/2" x 3-1/4" w/ 15/16" DIA. HOLE 100 HOT DIP GALVANIZED N/APW-08.03.24.24 PLATE WASHER A572 GR. 50 324 HOT DIP GALVANIZED N/AHHN-7 HEAVY HEX NUT A563 7/8" DIA. 358 HOT DIP GALVANIZED N/AHHN-8 HEAVY HEX NUT A563 1" DIA. 380 HOT DIP GALVANIZED N/AJN-8 JAM NUT A563 1" DIA. 48 HOT DIP GALVANIZED N/AFB-05.10 FIELD BOLT A325 5/8" DIA. x 1-1/4" L. 4024 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-05.12 FIELD BOLT A325 5/8" DIA. x 1-1/2" L. 2536 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-05.16 FIELD BOLT A325 5/8" DIA. x 2" L. 2536 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-07.16 FIELD BOLT A325 7/8" DIA. x 2" L. 336 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-07.18 FIELD BOLT A325 7/8" DIA. x 2-1/4" L. 500 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-08.30 FIELD BOLT A325 1" DIA. x 3-3/4" L. 160 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-09.36 FIELD BOLT A325 1-1/8" DIA. x 4-1/2" L. 152 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-09.38 FIELD BOLT A325 1-1/8" DIA. x 4-3/4" L. 136 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-10.36 FIELD BOLT A325 1-1/4" DIA. x 4-1/2" L. 192 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-10.38 FIELD BOLT A325 1-1/4" DIA. x 4-3/4" L. 152 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-12.42 FIELD BOLT A325 1-1/2" DIA. x 5-1/4" L. 936 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER FB-12.44 FIELD BOLT A325 1-1/2" DIA. x 5-1/2" L. 640 HOT DIP GALVANIZED N/A FIELD BOLT ASSEMBLY INCLUDES: (1) HEAVY HEX BOLT, (1) HEAVY HEX NUT & (1) STRUCTURAL WASHER DW-09 DTI WASHER F959 1-1/8" DIA. 2368 HOT DIP GALVANIZED N/AMB-1A PANEL MOUNTING BOLT GR. 302 STAINLESS 1/4" DIA. x 3/4" L. 14660 PASSIVATE N/A INCLUDES FACTORY INSTALLED THREAD-LOCKING FLUID NUT-B PANEL MOUNTING NUT GR. 302 STAINLESS 1/4" DIA. x 3/4" L. 14660 PASSIVATE N/ANOTE: REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
TRAV 1003 ELEV = 152 85 F H F H F H HF W WS WS WS WS COLUMN TAG LEGEND COLUMN TAG TYPE "C-1" PER PV-005 A C-XXxXXX X' -X" X-X T.O. EX. CONC. PIER BASE ATTACHMENT TYPE "A" PER PV-400 SERIES SHEETS COLUMN GRID LOCATION *INDICATES CONTROL POINT FOR GRIDLINE, SEE NOTE 3. 3.6 3.B 3.B 3.5 3.4 3.2 3.1 3.A 3.A 2.B 2.B 1.C 1.C 1.B 1.B 1.A 1.A 2.C 2.C 2.6 2.7 2.5 2.4 2.3 2.2 2.1 1.2 1.3 1.4 1.5 1.6 1.1 A 3.B-3.2 C-12x65 31'-11 7/8" C 3.A-3.1 C-12x120 27'-7 3/4" A 3.B-3.4 C-12x65 31'-2 3/8" A 3.A-3.4 C-12x106 30'-1 7/8" C 3.B-3.5 C-12x106 27'-1 1/2" C 3.A-3.5 C-12x120 26'-1" A 3.A-3.6 C-12x106 29'-10 5/8" C 2.C-2.1 C-12x106 25'-9 1/4" C 2.B-2.1 C-12x120 24'-9 1/2" A 2.A-2.1 C-12x106 27'-10 7/8" B1 2.C-2.2 C-10x100 29'-5" C 2.A-2.2 C-12x120 23'-3 1/4" B1 2.C-2.3 C-10x100 29'-2 3/8" B1 2.B-2.3 C-10x100 28'-3" A 2.A-2.3 C-12x106 26'-8 1/2" B1 2.C-2.4 C-10x100 28'-7 3/4" B1 2.B-2.4 C-10x100 27'-7 1/8" C 2.A-2.4 C-12x120 22'-5" B3 2.C-2.5 C-10x100 28'-1 3/4" B1 2.B-2.5 C-10x100 27'-2" A 2.A-2.5 C-12x106 25'-11 1/2" B1 2.C-2.6 C-10x100 27'-9 7/8" B1 2.B-2.6 C-10x112 27'-4 1/8" C 2.A-2.6 C-12x120 21'-7 1/2" B2 2.A-2.7 C-12x106 25'-8 1/4" B2 1.B-1.1 C-10x100 22'-7 7/16" B2 1.C-1.1 C-10x100 24'-1 7/8" 1.B-1.2 C-12x106 21'-8 7/8" C 1.C-1.2 C-12x106 19'-2 1/8" B1 1.A-1.2 C-10x100 20'-10 3/8" C 1.B-1.3 C-12x120 17'-3 3/4" C 1.C-1.3 C-12x106 18'-9" B1 1.A-1.3 C-10x100 20'-5 3/4" C 1.B-1.5 C-12x120 16'-6 3/8" B1 1.A-1.5 C-10x112 19'-6" 1.B-1.55 C-12x120 19'-11 1/8" B1 1.A-1.55 C-10x112 19'-3 1/2" C 3.B-3.1 C-12x106 28'-7 1/2" 20'-0" 20'-0" 19'-11 7/8" 19'-11 3/4" 20'-0" 19'-11 7/8" 20'-0 5/8" 20'-0 5/8" 15'-11 5/8" 15'-11 3/4" 19'-8 3/4" 19'-8 3/4" 20'-2 5/8" 20'-2 5/8" 19'-11 7/8" 19'-11 7/8" 20'-0" 20'-0" 20'-0 1/8" 20'-0 1/8" 20'-0 3/8" 20'-0 3/8" 15'-11 3/4" 15'-11 3/4" 19'-8 3/4" 19'-8 3/4" 15'-11 1/2" 24'-0 1/2" 41'-1 3/4" 19'-5 1/2" 19'-5 1/2" 19'-11 3/4" 19'-11 3/4" 19'-9 7/8" 19'-9 7/8" 3.0 2.0 B2 3.0-3.B C-10x100 33'-8 1/4" B2 3.0-3.A C-10x100 32'-8 1/8" B2 2.0-2.A C-10x100 28'-8 7/8" OUTLINE OF CANOPY ABOVE TYP. A B C D E F G H J K L M 23 25 26 27 28 29 30 31 32 33 34 35 1.B-1.4 C-12x106 20'-6 1/4" B1 1.A-1.4 C-10x100 19'-10 5/8" S-302 S-300 1 S-303 S-301 S-304 40'-0" 38'-11" 38'-11" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 32'-0" 39'-10" 60'-0" 58'-11" 2-2" 58'-11" 60'-0" 60'-0" 59'-10" 2'-2"58'-10 1/2" 60'-0" 59'-10" A 3.B-3.6 C-12x65 30'-10 1/2" 2.A 2.A 1.55 B4.2 2.0-2.B C-10x100 29'-9 1/8" B4.1 2.0-2.C C-10x100 30'-8 7/8" B5.1 2.C-2.7 C-10x100 27'-4" B5.2 2.B-2.7 C-10x100 26'-3 3/4" B1 2.B-2.2 C-10x100 28'-5" A 3.A-3.2 C-12x106 31'-0 1/8" 3.3 C 3.A-3.3 C-12x120 26'-11 1/2" C 3.B-3.3 C-12x106 27'-11 1/8" CANOPY 3 CANOPY 2 CANOPY 1B CANOPY 1A S-301 S-300 3.05 3.15 3.25 3.35 3.45 3.55 2.05 2.15 2.25 2.35 2.45 2.55 2.65 1.15 1.25 1.35 (INCLUDES 2" EJ AT CTR) (INCLUDES 2" EJ AT CTR) (INCLUDES 2" EJ AT CTR) 13'-4 1/8" 0-0 2" 13'-4 1/2" 60'-7 5 8" 59'-7 3/4" 13'-3" 60'-0" 59-5 3/4" 14'-1 1/2" 59'-5 3 4" S-302 2 S-303 S-304 S-305 GRIDLINE LEGEND EXISTING GARAGE GRIDLINE SYSTEM, FOR REFERENCE ONLY, SEE NOTE 4. NEW CONSTRUCTION GRIDLINE SYSTEM, SEE NOTE 3. X X NOTES 1. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD PRIOR TO FABRICATION. 2. TOP OF EXISTING CONCRETE COLUMN ELEVATIONS SHALL BE SURVEYED PRIOR TO FABRICATION. NOTIFY S.E.O.R. OF DIMENSIONAL TOLERANCES PROVIDED HEREIN ARE EXCEEDED. 3. NEW CONSTRUCTION GRIDLINE SYSTEM IS DEFINED BY CONTROL POINTS AS INDICATED. THESE CONTROL POINTS HAVE BEEN DETEREMINED USING 3D MODEL OF EXISTING STRUCTURE (BY OTHERS). SEE SHEET S-105, 106, & 107 FOR DETAILED BASE CONNECTION PLANS, SHOWING EXISTING STRUCTURE ELEMENTS AT COLUMN OLCATIONS. DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO FABRICATION. 4. EXISTING STRUCTURE GRIDLINE SYSTEMS ARE FOR REFERENCE ONLY AND ARE NOT USED FOR CONSTRUCTION. 5. (SUNPOWER TO ADD NOTE FOR REBAR COORDINATION PLANS). N S W E 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN LOCATION PLAN SOUTHERN AVENUE STATION GARAGE 12130 S-100 3/64" 1'-0" 1 COLUMN LOCATION PLAN REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
TRAV 1003 ELEV = 152 85 F H F H F H HF W WS WS WS WS CROSSBEAM SPLICE -SEE 1/PV-420 FOR CONNECTION DETAIL LEGEND DENOTES CROSSBEAM TYPE "CB-1" PER MATERIAL SCHEDULE ON PV-005. CB-1 CROSSBEAM PURLIN BRACE -SEE 5/PV-410 FOR CONNECTION DETAIL BR-2 3.6 3.B 3.5 3.4 3.2 3.1 3.A 2.B 1.C 1.B 1.A 2.C 2.6 2.7 2.5 2.4 2.3 2.2 2.1 1.2 1.3 1.4 1.5 1.6 1.1 CROSSBEAM SPLICE CROSSBEAM SPLICE (+/-) 32'-9" 5'-6 5/8"13'-4 1/2" 3.0 2.0 A B C D E F G H J K L M 23 25 26 27 28 29 30 31 32 33 34 35 CROSSBEAM SPLICE CROSSBEAM SPLICE (+/-) 27'-4 7 8" (+/-) 32'-9" 13'-2 1/2"8'-3 1/2" S-302 S-300 S-303 1 S-301 S-304 2 00 2 00 2 00 2 00 1 8 1 91 1 5 8 1 91 1 5 8 2 00 3 8 2 00 3 / 8 1 60 1 60 1 98 3 4 1 98 3 4 CROSSBEAM BR-3 BRACE 2 02 5 8 2 02 5 8 1 91 1 7 8 1 91 1 7 8 2 00 2 00 2 00 1 8 2 00 1 8 2 00 3 8 2 00 3 8 1 51 1 3 4 1 51 1 3 4 1 98 3 4 1 98 3 4 CROSSBEAM SPLICE CROSSBEAM SPLICE CROSSBEAM SPLICE CROSSBEAM SPLICE (+/-) 32'-9" 4 00 3 91 1 5 8 3 91 1 7 8 4 01 1 4 3 11 1 3 8 3 95 5 8 CROSSBEAM SPLICE CROSSBEAM SPLICE 4 05 3 8 3 91 1 5 8 3 91 1 7 8 4 00 1 4 4 00 3 4 3 11 1 1 2 3 95 3 8 CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE 2.A 12'-0" BR-2 BRACE BR-2 BRACE BR-2 BRACE BR-2 BRACE (+/-) 32'-9" (+/-) 32'-9" 11'-8" 1'-8 1/4" 32'-9" 5'- 5/8" 7'-11" CROSSBEAM BR-3 BRACE OUTLINE OF CANOPY ABOVE TYP. 1 51 1 1 2 2 40 1 2 4 11 3 4 3 81 1 3 91 1 1 2 3 97 5 8 1.55 1 95 1 2 1 95 1 2 1 91 1 3 4 1 91 1 3 4 1 99 7 8 1 99 7 8 (+/-) 313'-2 1/2"8'-3 1/2" 5'-0"14'-1 1/8" 3.3 CANOPY 3 CANOPY 2 CANOPY 1B CANOPY 1A 2 S-301 S-300 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x062 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055CB-24x055 CB-24x055 CB-24x055CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x055 CB-24x068 CB-24x068 CB-24x068 CB-24x068 CB-24x068 CB-24x068CB-24x068 CB-24x068 CB-24x068 CB-24x068 CB-24x076 CB-24x094 CB-24x094 CB-24x094 CB-24x094 CB-24x094 CB-24x094 CB-24x094 CB-24x103 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-2 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-3 BR-4 BR-3 BR-4 BR-3 BR-4 BR-3 BR-4 BR-3 BR-4 BR-3 CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE CROSSBEAM BR-3 BRACE G-21x055 G-21x073 G-21x094 G-21x094 60'-0" 58'-11" 2-2" 58'-11" 60'-0" 60'-0" 59'-10" 2'-2" 58'-10 1/2" 60'-0" 59'-10" 4 00 3 81 1 22 3 81 1 4 00 4 00 4 00 4 00 4 00 3 20 3 91 0 BR-2 BRACE BR-2 BRACE BR-2 BRACE BR-2 BRACE BR-2 BRACE BR-2 BRACE 4'-11 1/2"14'-0 5/8"13'-4 1/4"7'-5 3/8" G-21x073 3.05 3.15 3.25 3.35 3.45 3.55 2.05 2.15 2.25 2.35 2.45 2.55 2.65 1.15 1.25 1.35 (INCLUDES 2" EJ AT CTR) (INCLUDES 2" EJ AT CTR) (INCLUDES 2" EJ AT CTR) G-21x055G-21x055 G-21x055 G-21x055 G-21x055 G-21x055 G-21x055 G-21x055 G-21x055 G-21x055 G-21x055G-21x055 G-21x055 G-21x055 G-21x055G-21x055 G-21x055G-21x055 G-21x055 G-21x055 G-21x055G-21x055 G-21x055G-21x055 G-21x055G-21x055 G-21x055G-21x055 G-21x055G-21x055 G-21x055 G-21x055 G-21x055G-21x055 G-21x055 G-21x094 G-21x094 G-21x055 G-21x055 G-21x073 G-21x073 G-21x073 S-302 S-303 2 S-304 1 S-305 G-21x055 G-21x055 2 40 1 2 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 GIRDER SPLICE 50 N S W E 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 FRAMING PLAN -HOT ROLLED STEEL SOUTHERN AVENUE STATION GARAGE 12130 S-110 3/64" 1'-0" 1 FRAMING PLAN -HOT ROLLED STEEL REVDESIGN DESCRIPTION DATEDBCB 50% DESIGN PACKAGE 06-17-20 1 90% DESIGN SET 12-09-21
TRAV 1003 ELEV = 152 85' F H F H F H HF W WS WS WS WS 3.6 3.B 3.5 3.4 3.2 3.1 3.A 2.B 1.C 1.B 1.A 2.C 2.6 2.7 2.5 2.4 2.3 2.2 2.1 1.2 1.3 1.4 1.5 1.6 1.1 3.0 2.0 PURLIN SPLICE PURLIN SPLICE PURLIN SPLICE PURLIN SPLICE PURLIN SPLICE PURLIN SPLICE PURLIN SPLICE PURLIN SPLICE PURLIN SPLICE PURLIN SPLICE PURLIN SPLICE A B C D E F G H J K L M 23 25 26 27 28 29 30 31 32 33 34 35 S-302 S-300 S-303 S-301 1 S-304 2.A 1.55 3.3 PURLIN SPLICE PURLIN SPLICE PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING PURLIN BLOCKING CANOPY 3 CANOPY 2 CANOPY 1B CANOPY 1A S-301 2 S-300 3.05 3.15 3.25 3.35 3.45 3.55 2.05 2.15 2.25 2.35 2.45 2.55 2.65 1.15 1.25 1.35 91 1 7 8 1 00 1 00 1 00 1 8 91 1 7 8 91 1 7 8 1 00 1 8 1 00 1 8 91 0 7 8 1 00 5 8 91 1 1 00 7 8 1 01 1 8 91 1 1 2 91 0 1 02 80 80 1 4 71 1 3 4 80 91 0 1 4 91 0 5 8 91 0 3 8 91 0 3 8 68 1 8 61 3 4 57 5 8 52 7 8 69 3 4 1 01 1 4 1 01 3 8 1 01 1 4 1 01 1 2 1 00 91 1 3 4 91 1 5 8 1 00 1 8 1 00 91 1 7 8 1 00 1 00 1 00 1 00 1 8 1 00 1 8 1 00 1 00 5 8 91 1 3 4 1 00 1 4 1 00 1 8 80 71 1 3 4 71 1 3 4 80 91 0 91 0 5 8 91 0 3 8 91 0 3 8 91 1 7 8 1 91 1 1 2 1 91 1 1 99 5 8 91 1 99 1 8 98 3 8 1 20 1 4 1 20 1 4 (INCLUDES 2" EJ AT CTR) (INCLUDES 2" EJ AT CTR) (INCLUDES 2" EJ AT CTR) 60'-0" 58'-11" 2-2" 58'-11" 60'-0" 60'-0" 59'-10" 2'-2" 58'-10 1/2" 60'-0" 59'-10" 4 00 3 81 1 22 3 81 1 4 00 4 00 4 00 4 00 4 00 3 20 3 91 0 31 0 1 2 66 S-302 S-303 S-304 S-305 52 1 4 61 3 8 67 3 8 71 3 4 69 1 4 57 3 4 1. SEE FOR PURLIN BLOCKING DETAIL 2. SEE FOR CROSSBEAM PURLIN BRACE DETAIL 3. SEE FOR PURLIN SPLICE DETAIL 4. ALL DIMENSIONS SHOWN NEED TO BE FIELD VERIFIED. SITE CONDITIONS MAY AFFECT THE ELEVATIONS. CONTACT SUNPOWER WITH ANY DISCREPANSCIES IMMEDIATELY PRIOR TO COMMENCING CONSTRUCTION. PURLIN NOTES: S-410 S-410 12 S-410 N S W E 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 FRAMING PLAN -COLD FORMED STEEL SOUTHERN AVENUE STATION GARAGE 12130 S-120 3/64" = 1'-0" 1 FRAMING PLAN -LIGHT GUAGE STEEL REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
F H F H F H HF W WS WS WS WS PV SYSTEM SUMMARY PV PANEL TYPE SUNPOWER A-SERIES 450W MODEL NUMBER SPR-A450-COM TOTAL INSTALLED PANELS 3,499 FILER PANELS TBD TOTAL ACTIVE PANELS MAX SYSTEM SIZE 1,574.55 kWp DC 3,499 CANOPY TYPE LONGSPAN -DUAL TILT PV PANEL ANGLE 5 DEG. & -1 DEG. NOTE: ILLUSTRATED PV ARRAY LAYOUTS ARE FOR SUNPOWER A-SERIES 450W PANELS ONLY. ANY REVISION TO EITHER THE PV PANEL OR SPECIFIED PANEL SPACING WILL REQUIRE REVISIONS TO FRAMING PV ARRAY LAYOUTS. 3.6 3.B 3.5 3.4 3.2 3.1 3.A 2.B 1.C 1.B 1.A 2.C 2.6 2.7 2.5 2.4 2.3 2.2 2.1 1.2 1.3 1.4 1.5 1.6 1.1 3.0 2.0 A B C D E F G H J K L M 23 25 26 27 28 29 30 31 32 33 34 35 3 43 1 2 37 1 2 4 71 0 1 2 97 1 / 2 145'-0 1/8" 2 8 08 2 4 02 59'-2 3/8" 85'-11 7/8" 3 71 1 1 4 4 31 0 1 2 S-302 3 71 1 1 4 9 18 1 4 S-300 S-303 S-301 S-304 2.A 1.55 3.3 14 PANEL UNIT (STARTER) 14 PANEL UNIT (STARTER) 14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 9 PANEL UNIT (STARTER) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 7 PANEL UNIT (END) 14 PANEL UNIT (STARTER/END)14 PANEL UNIT (STARTER/END)14 PANEL UNIT (STARTER/END)14 PANEL UNIT (STARTER/END)14 PANEL UNIT (STARTER/END)14 PANEL UNIT (STARTER/END)14 PANEL UNIT (STARTER/END)14 PANEL UNIT (STARTER/END) 14 PANEL UNIT (STARTER/END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 10 PANEL UNIT (STARTER END) 11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END) 11 PANEL UNIT (STARTER/END) 11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END)11 PANEL UNIT (STARTER/END) CANOPY 3 CANOPY 2 CANOPY 1B CANOPY 1A S-301 S-300 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 11 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT 10 GA (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 9 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT 10 GA (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT (MIDDLE) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT 10 GA (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 12 PANEL UNIT (END) 3.05 3.15 3.25 3.35 3.45 3.55 2.05 2.15 2.25 2.35 2.45 2.55 2.65 1.15 1.25 1.35 85'-9 3/4" 85'-9 1/2" 3 78 145'-2 1/4" S-302 S-303 S-304 S-305 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER) 14 PANEL UNIT 10 GA (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER)14 PANEL UNIT (STARTER) N S W E 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 OVERALL CANOPY PLAN SOUTHERN AVENUE STATION GARAGE 12130 S-130 3/64" 1'-0" 1 OVERALL CANOPY PLAN REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
3.B 3.A L M HIGH POINT CANOPY 3 ELEV. 184'-5 5/16" T.O. CONC. DECK LOW POINT CANOPY 3 ELEV. 159'-9 9/16" MIN CLEARANCE CANOPY 3 ELEV. 171'-3 9/16" H G H P O N T O F C A N O P Y 3 2 47 3 4 T.O. CONC. DECK LOW POINT-CANOPY 2 ELEV. 156'-6 11/16" W-SHAPED STEEL GIRDER PER PLAN, TYP. W-SHAPED STEEL COLUMN PER PLAN, TYP. BASEPLATE PER PLAN W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. CROSSBEAM SPLICE PER PLAN BR-2 BRACING PER 5/S-410 PV PANEL, TYP. LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. (E) CONC DECK, TYP. 60'-0 1/2" M I N C L E A R A N C E 1 16 -4 4 2-2 4-4 3 - 4 2-2 2 4-4 3 2-2 1 4-4 3 2- 1 2 - 3 4 - 2 4-4 4 2-2 4-4 3 2-2 1 4-4 3 4 - 1 2 - 4 2-2 2 4-4 2-2 1 4-4 3 2-2 1 2 - 3 4 S-420 1 S-420 5 S-421 TYP. 9 S-420 4 S-420 AT ENDS TYP. 9 S-420 4 S-420 AT ENDS TYP. GIRDER SPLICE PER PLAN, TYP. 3.B 3.A L M HIGH POINT CANOPY ELEV. 184'-5 5/16" T.O. CONC. DECK LOW POINT CANOPY ELEV. 159'-9 9/16" MIN CLEARANCE CANOPY ELEV. 171'-3 9/16" T.O. CONC. DECK LOW POINT-CANOPY 2 ELEV. 156'-6 11/16" 60'-0 1/2" W-SHAPED STEEL GIRDER PER PLAN, TYP. W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. CROSSBEAM SPLICE PER PLAN BR-2 BRACING PER 5/S-410 PV PANEL, TYP. LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. (E) CONC DECK, TYP. H G H P O N T O F C A N O P Y 3 2 47 3 4 M N C L E A R A N C E 1 16 BR- BRACING TYP. 1-1 -4 4 2-2 4-4 3 1-0- 4 2-2 2 4-4 3 2-2 1 4-4 3 2- 1 2 - 3 4 - 2 4-4 4 2-2 1 4-4 3 2-2 1 4- 3 4 - 1 2 - 4 2-2 2 4-4 4 2-2 1 4-4 3 2-2 1 2 - 3 4S-421 S-420 12 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 CANOPY 3 TRANSVERSE SECTIONS SOUTHERN AVENUE STATION GARAGE 12130 S-300 1/4" = 1'-0" 1 CANOPY 3 SECTION 1 1/4" = 1'-0" 2 CANOPY 3 SECTION 2 REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21 -1DEG.TILT 5DEG.TILT -1DEG.TILT 5DEG.TILT
1.C 1.B 1.A A B C 59'-5 3/4" 60'-0" T.O. CONC. DECK LOW POINT CANOPY 1A & 1B ELEV. 149'-8 21/32" M N C L E A R A N C E 1 16 MIN CLEARANCE CANOPY 1A 1B ELEV. 161'-2 21/32" CROSSBEAM SPLICE PLATE PER PLAN PV PANEL, TYP. LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. W-SHAPED STEEL GIRDER PER PLAN, TYP. W-SHAPED STEEL COLUMN PER PLAN, TYP. BASEPLATE PER PLAN (E) CONC DECK, TYP. HIGH POINT CANOPY 1A & 1B ELEV. 179'-6 9/32" RAMP LOW POINT PER DEWBERRY SURVEY ELEV. 139'-0 31/32" W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. H G H P O N T O F C A N O P Y 1 A & 1 B 2 99 5 8 BR-2 BRACING, TYP. PER S/S-410 1-1 - 4 2-2 4-4 3 - 1-6 - 3 4 2-2 2 4-4 4 2-2 1 4-4 3 2-2 1 2 - 3 4 - 1 2 -4 4 2-2 2 4-4 3 2-2 1 4-4 3 4 - 1 2 - 3 4 -2 2 4-4 4 2-2 1 4-4 3 2-2 1 2 4- 3 4 - 1 2 -4 4 2-2 2 4-4 3 2-2 1 4-4 3 4 2- 1 2 - 3 4 -2 2 4-4 4 2-2 1 4-4 3 2-2 1 4- 3 4 - 1 2 - 4 2-2 2 4-4 3 1-1 S-421 1 TYP. S-420 7 S-420 S-420 5 9 S-420 4 S-420 AT ENDS TYP. S-420 4 S-420 AT ENDS TYP. S-420 S-420 AT ENDS TYP. GIRDER SPLICE PER PLAN, TYP. 1.C 1.B 1.A A B C T.O. CONC. DECK LOW POINT CANOPY 1A & 1B ELEV. 149'-8 21/32" MIN CLEARANCE CANOPY 1A & 1B ELEV. 161'-2 21/32" HIGH POINT CANOPY 1A & 1B ELEV. 179'-6 9/32" RAMP LOW POINT PER DEWBERRY SURVEY ELEV. 139'-0 31/32" CROSSBEAM SPLICE PLATE PER PLAN PV PANEL, TYP. LIGHT GUAGE STEEL PURLIN PER PLAN, TYP. W-SHAPED STEEL GIRDER PER PLAN, TYP. (E) CONC DECK, TYP. W-SHAPED STEEL CROSSBEAM PER PLAN, TYP. BR-2 BRACING, TYP. PER S/S-410 M N C L E A R A N C E 1 16 H G H P O N T O F C A N O P Y 1 A 99 5 8 S-421 7 S-420 13 S-421 TYP. S-420 12 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 CANOPY 1A TRANSVERSE SECTIONS SOUTHERN AVENUE STATION GARAGE 12130 S-303 1/4" = 1'-0" 1 CANOPY 1A SECTION 3 1/4" = 1'-0" 2 CANOPY 1A SECTION 4 REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21 -1DEG.TILT 5DEG.TILT -1DEG.TILT 5DEG.TILT
CL CL 11 0 P L A T E L E N G T H 2 SIDES 6" MIN. 3/16" PW-08.03.24.24 PLATE WASHER AT TOP OF BASE PLATE PW-08.01.24.24 PLATE WASHER AT BOTTOM OF BASE PLATE (4) AR-08.24.105 PRE-CAST THREADED ANCHOR RODS COLUMN PER S-100 SERIES BP-16 BASE PLATE TYP. AT COL. WEB 3/8" TYP. IN BASEPLATE 5/8" 3 8 8 3 4" 4" 4" 4" 1'-4" PLATE WIDTH 10 7/8" 10 7/8" NOTE: PROVIDE DOUBLE NUTS TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. COLUMN PER S-100 SERIES (4) AR-08.24.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS 24" X 24" CAST-IN-PLACE CONC. COLUMN (EXISTING GARAGE STRUCTURE) EXISTING CONCRETE DECK GARAGE STRUCTURE (4) BPCS-4 BASE BRACKET GUSSET PLATE TYP. 5/16" TYP. 7/16" (2) BPCA-3 BRACKET PLATE CL #11 POST-TENSIONED STRAINS W/ HOOKED ENDS PER AS-BUILT DRAWINGS SEE S-100 FOR EXISTING TOP OF CONC. PIER ELEVATIONS BP-16 BASE PLATE NON-SHRINK GROUT, 2" MAX PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF PW-08.03.24.24 PLATE WASHER, TYP. HHN-08 HEAVY HEX NUT JN-08 JAM NUT PW-08.01.24.24 PLATE WASHER, TYP. E M B E D M E N T D E P T H 1 9 A N C H O R R O D T O B A S E P L A T E T Y P 3 4 B O C O L U M N T O SEE S-101 FOR EXISTING TOP OF CONC. PIER ELEVATIONS CL SEE S-101 FOR EXISTING TOP OF CONC. PIER ELEVATIONS O S 3 4 B O C O L U M N T O 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN BASE ATTACHMENT TYPE 'A' SOUTHERN AVENUE STATION GARAGE 12130 S-400 3" = 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'A' A 3" = 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'A' (FRONT) 3" = 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'A' (SIDE) N S W E N S W E N S W E REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
NOTE: PROVIDE DOUBLE NUTS TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. CL 3 CL 1'-8" PLATE WIDTH 20 P L A T E L E N G T H 7/8" 8 1 2 7 8 1 2 4" 10" 6" 3 1 2 3 1 2 3 1 2 3 1 2 COLUMN PER S-100 SERIES BP-18 BASE PLATE (2) AR-07.27.105 PRE-CAST THREADED ANCHOR RODS PW-07.03.20.26 PLATE WASHER AT TOP OF BASE PLATE PW-07.01.20.26 PLATE WASHER AT BOTTOM OF BASE PLATE (2) AR-07.08.105 PRE-CAST THREADED ANCHOR RODS 2 SIDES 6" MIN. 3/16" TYP. IN BASE PLATE 1 1/2" X 1/8" TYP. AT COL. FLANGE 3/16" TYP. AT COL. WEB 3/16" 7/8" BP-18 BASE PLATE W/ SLOTTED HOLES NON-SHRINK GROUT, 2" MAX (2) AR-07.27.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS 14" X 24" CAST-IN-PLACE CONC. COLUMN (EXISTING GARAGE STRUCTURE) (4) AR-08.11.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS (4) PW-08.03.24.36 PLATE WASHER W/ STANDARD HOLE (3) BBGB-8 BASE BRACKET GUSSET PLATES (4) BPCS-4 BASE BRACKET GUSSET PLATE (2) BPCA-3 BRACKET PLATE EXISTING CONCRETE DECK GARAGE STRUCTURE COLUMN PER S-100 SERIES 2'-0" TYP. IN SIDE PLATE 1/2" 2 1/8" BBSP-6 BASE BRACKET SIDE PLATE 1'-3 1/2" SIDE PLATE WIDTH SIDES 6" MIN. 3/16" 11 1 3 4 7 5 1 4 1/4" 7" 4 1/4" BPTP-8 BASE BRACKET TOP PLATE PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF (4) PW-07.03.20.26 PLATE WASHER, TYP. HHN-07 HEAVY HEX NUT PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF HHN-07 HEAVY HEX NUT (2) AR-07.08.105 PRE-CAST THREADED ANCHOR RODS PW-07.01.20.26 PLATE WASHER, TYP. CL SEE S-100 FOR EXISTING TOP OF CONC. PIER ELEVATIONS 30 S D E P L A T E L E N G T H (E) WALL BEYOND CL EMBDEMENT 10" ANC OR ROD SEE S-101 FOR EXISTING TOP OF CONC. PIER ELEVATIONS TYP. 5/16" TYP. 7/16" T O B A S E P L A T E T Y P 3 4 B O C O L U M N T O E M B E D M E N T D E P T H 1 9 A N C H O R R O D 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN BASE ATTACHMENT TYPE 'B1' SOUTHERN AVENUE STATION GARAGE 12130 S-401 B1 3" 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'B1' N S W E 3" 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'B1' (FRONT) 3" 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'B1' (SIDE N S W E N S W E REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
3 CL CL 1'-8" PLATE WIDTH 20 P L A T E L E N G T H 8 7 8 TYP. IN BASE PLATE 1/2" X 2 1/8" 12 7" 10" 3 1 2 7 3 1 2 TYP AT COL FLANGE 3/16" SIDES 6" MIN. 3/16" TYP AT COL WEB 3/16" PW-07.03.20.26 PLATE WASHER AT TOP OF BASE PLATE PW-07.01.20.26 PLATE WASHER AT BOTTOM OF BASE PLATE COLUMN PER S-100 SERIES (4) AR-07.08.105 PRE-CAST THREADED ANCHOR RODS BP-18 BASE PLATE 8 7 8 NOTE: PROVIDE DOUBLE NUTS TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. BP-18 BASE PLATE W/ SLOTTED HOLES NON-SHRINK GROUT, 2" MAX PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF (2) AR-07.27.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS 14" X 24" CAST-IN-PLACE CONC. COLUMN (EXISTING GARAGE STRUCTURE) HHN-07 HEAVY HEX NUT TYP. 5/16" TYP. 7/16" COLUMN PER S-100 SERIES (4) AR-08.11.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS (4) PW-08.03.24.36 PLATE WASHER W/ STANDARD HOLE (2) BBGB-8 BASE BRACKET GUSSET PLATES (4) BPCS-4 BASE BRACKET GUSSET PLATE (2) BPCA-3 BRACKET PLATE EXISTING CONCRETE DECK GARAGE STRUCTURE PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF HHN-07 HEAVY HEX NUT CL TYP. IN SIDE PLATE 1/2" X 2 1/8" (2) AR-07.08.105 PRE-CAST THREADED ANCHOR RODS BBSP-6 BASE BRACKET SIDE PLATE (4) PW-07.01.20.26 PLATE WASHER, TYP. SIDES 6" MIN. 3/16" 5 1 4 7 11 1 3 4 BBPT-8 BASE BRACKET TOP PLATE (4) PW-07.03.20.26 PLATE WASHER, TYP. SEE S-101 FOR EXISTING TOP OF CONC. PIER ELEVATIONS 30 S D E P L A T E L E N G T H 1/4" 7" 4 1/4" CL T O B A S E P L A T E T Y P 3 4 B O C O L U M N T O SEE S-101 FOR EXISTING TOP OF CONC. PIER ELEVATIONS EMBEDMENT DEPTH 10" ANCHOR ROD E M B E D M E N T D E P T H 2 1 A N C H O R R O D 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN BASE ATTACHMENT TYPE 'B2' SOUTHERN AVENUE STATION GARAGE 12130 S-402 3" = 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'B2' B2 3" 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'B2' (FRONT) 3" 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'B2' (SIDE) N S W E N S W E N S W E REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
SEE S-100 FOR EXISTING TOP OF CONC. PIER ELEVATIONS CL EMBEDMENT DEPTH 10" ANCHOR ROD COLUMN PER S-100 SERIES (4) BPCS-4 BASE BRACKET GUSSET PLATE NON-SHRINK GROUT, 2" MAX EXISTING CONCRETE DECK GARAGE STRUCTURE 3 1/2" 4" 3 1/2" (2) BPCA-3 BRACKET PLATE CL TYP. 5/16" TYP. 7/16" 11" SIDE PLATE WIDTH 14" X 24" CAST-IN-PLACE CONC. COLUMN (EXISTING GARAGE STRUCTURE) (2) PER SIDE BBGB-8 BASE BRACKET GUSSET PLATES (4) PER SIDE PW-08.03.24.36 PLATE WASHER W/ STANDARD HOLE (1) PER SIDE BBSP-6 BASE BRACKET SIDE PLATE HHN-08 HEAVY HEX NUT TYP. IN SIDE PLATE 1/2" X 2 1/2" (4) PER SIDE AR-08.11.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS 11 1 3 4 7 5 21 1 3 4 S D E P L A T E L E N G T H (2) PER SIDE AR-07.08.105 PRE-CAST THREADED ANCHOR RODS PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF HHN-07 HEAVY HEX NUT (4) PW-07.03.20.26 PLATE WASHER, TYP. BP-14 BASE PLATE W/ SLOTTED HOLES HHN-07 HEAVY HEX NUT (2) PER SIDE PW-07.01.20.26 PLATE WASHER, TYP. PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF T O B A S E P L A T E 3 4 B O C O L U M N T O (E) WALL BEYOND 1'-0" PLATE WIDTH 32 P L A T E L E N G T H 4" 3 CL CL TYP. IN BASE PLATE 1 1/2" X 2 1/8" 2 SIDES 6" MIN. 3/16" TYP AT COL WEB 3/16" TYP AT COL FLANGE 3/16" COLUMN PER S-100 SERIES (4) AR-07.08.105 PRE-CAST THREADED ANCHOR RODS BP-14 BASE PLATE PW-07.03.20.26 PLATE WASHER AT TOP OF BASE PLATE PW-07.01.20.26 PLATE WASHER AT BOTTOM OF BASE PLATE BP-14 BASE PLATE 7/8" 7/8" NOTE: PROVIDE DOUBLE NUTS TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN BASE ATTACHMENT TYPE 'B3' SOUTHERN AVENUE STATION GARAGE 12130 S-403 3" 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'B3' (FRONT) 3" = 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'B3' (SIDE) 3" 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'B3' B3 N S W E N S W E N S W E REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
1/2" 7" 10 3/4 1/2" 3/4" 2'-0 3/4 PLATE LENGTH 6 1 0 4 1 18 P L A T E W D T H 7/8" 8 7/8" COL. CL CL COL. 3 (1) AR.07.27.105 PPRE-CAST THREADED ANCHOR ROD PW.07.03.20.26 PLATE WASHER AT TOP OF BASE PLATE PW.07.01.20.26 PLATE WASHER AT BOTTOM OF BASE PLATE TYP. IN BASE PLATE 1 1/2" X 1/8" (3) AR.07.08.105 PRE-CAST THREADED ANCHOR RODS 3/16" COLUMN PER S-100 SERIES SIDES 6" MIN. 3/16" 14" X 24" CAST-IN-PLACE CONC. COLUMN (EXISTING GARAGE STRUCTURE) COLUMN PER S-100 SERIES (2) BBGB-8 BASE BRACKET GUSSET PLATES (4) BPCS-4 BASE BRACKET GUSSET PLATE (2) BPCA-3 BRACKET PLATE EXISTING CONCRETE DECK GARAGE STRUCTURE BBSP-6 BASE BRACKET SIDE PLATE (4) AR-08.11.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS TYP. IN SIDE PLATE 1/2" 2 1/8" (6) PW-08.03.24.36 PLATE WASHER W/ SLOTTED HOLE (1) AR-08.27.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS (2) AR-08.07.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS COL. CL BP-18 BASE PLATE W/ SLOTTED HOLES PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF HHN-07 HEAVY HEX NUT (3) AR-07.08.105 PRE-CAST THREADED ANCHOR RODS (4) PW-07.01.20.26 PLATE WASHER, TYP. (4) PW-07.03.20.26 PLATE WASHER, TYP. HHN-07 HEAVY HEX NUT 1/4" 7" 1/2" 1'-3 3/4" FRONT PLATE WIDTH EMBEDMENT DEPTH 6" ANCHO ROD TYP. 7/16" TYP. 5/16" (E) WALL BEYOND COL. CL EMBEDMENT DEPTH 10" ANCHOR ROD 20 7 5 6" 7" 1'-1" SIDE PLATE WIDTH 30 S D E P L A T E L E N G T H NOTE: PROVIDE DOUBLE NUTS TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN BASE ATTACHMENT TYPE 'B4.1' SOUTHERN AVENUE STATION GARAGE 12130 S-404 3" = 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'B4.1' 3" 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'B4.1' (FRONT) 3" 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'B4.1' (SIDE) N S W E N S W E N S W E B4.1 REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
NOTE: PROVIDE DOUBLE NUTS TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. COL. CL 14" X 24" CAST-IN-PLACE CONC. COLUMN (EXISTING GARAGE STRUCTURE) COLUMN PER S-100 SERIES (2) BBGB-8 BASE BRACKET GUSSET PLATES (4) BPCS-4 BASE BRACKET GUSSET PLATE (2) BPCA-3 BRACKET PLATE EXISTING CONCRETE DECK GARAGE STRUCTURE BBSP-6 BASE BRACKET SIDE PLATE (4) AR-08.11.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS TYP. IN SIDE PLATE 1 1/2" X 1/8" (6) PW-08.03.24.36 PLATE WASHER W/ SLOTTED HOLE (1) AR-08.27.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS (2) AR-08.07.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS BP-18 BASE PLATE W/ SLOTTED HOLES PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF HHN-07 HEAVY HEX NUT (3) AR-07.08.105 PRE-CAST THREADED ANCHOR RODS (4) PW-07.01.20.26 PLATE WASHER, TYP. (4) PW-07.03.20.26 PLATE WASHER, TYP. HHN-07 HEAVY HEX NUT TYP. 7/16" TYP. 5/16" (E) WALL BEYOND 4 1/2" 7" 1/4" 1'-3 3/4" SIDE PLATE WIDTH COL. CL EMBEDMENT DEPTH 10" ANCHOR ROD 6" 7" 20 7 5 30 S D E P L A T E L E N G T H 1'-1" SIDE PLATE WIDTH 2 COL. CL CL COL. 3 (1) AR.07.27.105 PPRE-CAST THREADED ANCHOR ROD PW.07.03.20.26 PLATE WASHER AT TOP OF BASE PLATE PW.07.01.20.26 PLATE WASHER AT BOTTOM OF BASE PLATE COLUMN PER S-100 SERIES 3/16" 2 SIDES 6" MIN. 3/16" TYP. IN BASE PLATE 1/2" X 2 1/8" (3) AR.07.08.105 PRE-CAST THREADED ANCHOR RODS 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN BASE ATTACHMENT TYPE 'B4.2' SOUTHERN AVENUE STATION GARAGE 12130 S-405 B4.2 REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21 3" = 1'-0" 1 SECTION DETAIL -BASE CONNECTION 'B4.2' (FRONT) 3" 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'B4.2' (SIDE) 3" 1'-0" 3 PLAN DETAIL -BASE CONNECTION 'B4.2' N S W E N S W E N S W E
CL CL CL COL. EXIST. WALL COL. 8 7/8" 8 7/8" 1/4"3 1/2"3 1/2"3 1/2" 4" 1'-6 3/4" PLATE WIDTH 4 8 1 0 4 22 P L A T E L E N G T H 6 3/8" 1/8" 7 1'-1 1/2" PW 0 0 2 6 LAT WASH R AT TOP OF ASE P AT PW 07 0 2 6 PLAT WASH R AT BOTTOM OF ASE P AT AR 7 0 1 5 PRE-CAS HREADED NCHOR ROD 2 AR 0 7 0 PRE-CA T THREAD D ANCHOR RODS TYP. IN BASE PLATE 1 1/2" X 1/8" 3 16 TYP AT CO W B 2 S DES M N 3 1 COL. CL BP-20 BASE PLATE W/ SLOTTED HOLES PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF 14" X 24" CAST-IN-PLACE CONC. COLUMN (EXISTING GARAGE STRUCTURE) COLUMN PER S-100 SERIES (2) BBGB-8 BASE BRACKET GUSSET PLATES (4) BPCS-4 BASE BRACKET GUSSET PLATE BPCA-3 BRACKET PLATE (2) AR-07.08.105 PRE-CAST THREADED ANCHOR RODS BBSP-6 BASE BRACKET SIDE PLATE HHN-07 HEAVY HEX NUT TYP. IN SIDE PLATE 1 1/2" X 1/8" (4) PW-08.03.24.36 PLATE WASHER W/ SLOTTED HOLE (2) AR-07.27.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS (4) AR-08.11.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS EXISTING CONCRETE DECK GARAGE STRUCTURE 5 7 20 1/4" 1/2" 3 /2" 4 1/4" 1'-3 1/2" SIDE PLATE WIDTH 30 S D E P L A T E L E N G T H PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF HHN-07 HEAVY HEX NUT (4) PW-07.01.20.26 PLATE WASHER, TYP. (4) PW-07.03.20.26 PLATE WASHER, TYP. (E) WALL BEYOND TYP. 7/16" TYP. 5/16" EMBEDMENT DEPTH 10" ANCHOR ROD NOTE: PROVIDE DOUBLE NUTS TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN BASE ATTACHMENT TYPE 'B5.1' SOUTHERN AVENUE STATION GARAGE 12130 S-406 3" = 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'B5.1' N S W E 3" = 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'B5.1' (FRONT) 3" = 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'B5.1' (SIDE) B5.1 REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
COL. EXIST. WALL COL. 5/8" 3 3/8" /2" CL CL CL 4 8 1 0 4 22 P L A T E L E N G T H PW 0 0 0 6 PLA E W SHER A TOP OF BASE PLA E PW 0 0 0 6 PLA E WASHER A BOT OM OF BASE PLA E 2 AR 0 0 0 PRE-CA T THREADED ANCHOR RODS 2 AR 7 7 105 PR -CAST THR ADED ANCHOR RODS TYP. IN BASE PLATE 1/2" X 1/8" COLUMN PER S-100 SERIES (4) BPCS-4 BASE BRACKET GUSSET PLATE (2) AR-07.08.105 PRE-CAST THREADED ANCHOR RODS PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF HHN-07 HEAVY HEX NUT (4) PW-07.03.20.26 PLATE WASHER, TYP. BP-20 BASE PLATE W/ SLOTTED HOLES HHN-07 HEAVY HEX NUT (2) PER SIDE PW-07.01.20.26 PLATE WASHER, TYP. PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF (3) BBGB-8 BASE BRACKET GUSSET PLATES (1) PER SIDE BBSP-6 BASE BRACKET SIDE PLATE EXISTING CONCRETE DECK GARAGE STRUCTURE BPCA-3 BRACKET PLATE NON-SHRINK GROUT, 2" MAX 14" 24" CAST-IN-PLACE CONC. COLUMN (EXISTING GARAGE STRUCTURE) TYP. IN SIDE PLATE 1 1/2" X 2 1/2" HHN-08 HEAVY HEX NUT (4) PW-08.03.24.36 PLATE WASHER W/ SLOTTED HOLE (4) AR-08.11.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS COL. CL (2) AR-07.27.105 PRE-CAST THREADED ANCHOR RODS 5 1 4 7 11 1 3 4 1'-3 1/2" SIDE PLATE WIDTH 1/4" 1/2" 3 /2" 4 1/4" (E) WALL BEYOND 30 S D E P L A T E L E N G T H COL. CL EMBEDMENT DEPTH 10" ANCHOR ROD 1 9 A N C H O R R O D E M B E D M E N T D E P T H NOTE: PROVIDE DOUBLE NUTS TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN BASE ATTACHMENT TYPE 'B5.2' SOUTHERN AVENUE STATION GARAGE 12130 S-407 3" = 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'B5.2' N S W E 3" = 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'B5.2' (FRONT) 3" 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'B5.2' (SIDE) B5.2 REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
CL CL 4 19 4 2 1'-3" PLATE WIDTH 3" 1/2" 4 /2" 3" 25 P L A T E L E N G T H 1'-1 1/4" 3 OUTLINE OF ITB BELOW CONCRETE DECK TYP. (4) AR-08.26.105 PRE-CAST THREADED ANCHOR RODS (4) PW-08.03.24.36 PLATE WASHER AT TOP OF BASE PLATE (4) PW-08.01.24.36 PLATE WASHER AT BOTTOM OF BASE PLATE SIDES 6" MIN. 3/16" TYP AT COL WEB 3/16" TYP AT COL FLANGE 3/16" TYP. IN BASE PLATE 1 7/8" X 2 1/2" COLUMN PER S-100 SERIES 1 0 T Y P BP-28 BASE PLATE 5/8" 8" 2 5/8" NOTE: PROVIDE DOUBLE NUTS TO PREVENT FROM BACKING OUT, TYP. ALL VERTICAL BOLTS; OTHER CONTRACTOR PROPOSED METHOD MAY BE USED TO PREVENT NUTS FROM BACKING OUT, SUBMIT TO KPFF FOR APPROVAL NOTE: SEE S-100 SERIES FOR EXISTING TOP OF CONC. PIER DECK ELEVATIONS NOTE: COLUMNS AND BASEPLATES TO CONFORM WITH LFRS REQUIREMENTS PER S-001. SEE PV-101 FOR EXISTING TOP OF CONC. DECK ELEVATIONS BP-28 BASE PLATE W/ SLOTTED HOLES PROVIDE DOUBLE NUTS OR OTHER METHOD TO PREVENT NUTS FROM BACKING OFF (4) PW-08.03.24.36 PLATE WASHER, TYP. 44" X 20" CAST-IN-PLACE INVERTED TEE CONC. BEAM (EXISTING GARAGE STRUCTURE) (4) PW-08.03.24.36 PLATE WASHER, TYP. HHN-08 HEAVY HEX NUT (4) HNN-08 HEAVY HEX NUT CL BPCA-3 BRACKET PLATE (4) BBGP-4 BASE BRACKET GUSSET PLATE COLUMN PER S-100 SERIES (4) AR-08.26.105 FIELD DRILL & EPOXY PRE-CAST THREADED ANCHOR RODS EXISTING CONCRETE DECK GARAGE STRUCTURE MIN. TYP. 1/2" 1 9 A N C H O R R O D E M B D E M E N T D E P T H 1 2 SEE S-101 FOR EXISTING TOP OF CONC. DECK ELEVATIONS CL 1" GROUTED GAP BETWEEN (E) BEAMS TYP. 5/16" TYP. 7/16" 01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 COLUMN BASE ATTACHMENT TYPE 'C' SOUTHERN AVENUE STATION GARAGE 12130 S-408 3" = 1'-0" 1 PLAN DETAIL -BASE CONNECTION 'C' C 3" = 1'-0" 2 SECTION DETAIL -BASE CONNECTION 'C' (FRONT) 3" = 1'-0" 3 SECTION DETAIL -BASE CONNECTION 'C' (SIDE) N S W E N S W E N S W E REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
CL COL. GIRDER PER PLAN, SEE S100 SERIES FOR TYPE. COLUMN PER PLAN, SEE S100 SERIES FOR TYPE. (5) FB-07.00 FIELD BOLT A325 SHPE- SHEAR TAB PLATE (EXTENDED) SEE 2/S-410 FOR DETAILS. 1/2" SUPPORT PLATES T&B HOLD WELD BACK 3/8" FROM EDGES OF PLATE AT SHEAR CONNECTION & COLUMN FLANGES, OMIT IF =3" OR LESS EQ.2"3"3"3"3"2"EQ. CJP TYP T&B CJP TYP T&B 10 S-420 6 S-420 CCP-1 COLUMN CAP PLATE (8) STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. CROSSBEAM PER PLAN, SEE PV-100 SERIES FOR TYPE (4) FB-10.34 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. BCP-1 BEAM CONNECTION PLATE WORKPOINT 8 1/4" 3" 6" CL CJP. TYP (5) FB-07.00 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. SHPE-4 SHEAR TAB PLATE (EXTENDED) GIRDER PER PLAN, SEE PV-100 SERIES FOR TYPE COLUMN PER PLAN, SEE PV-100 SERIES FOR TYPE CCS-1 COLUMN CAP STIFFENERS, (2) PER CONNECTION 1'-5 1/4" TO T.O. GIRDER COL. 3/8" CJP CJP. TYP BCS-1 BEAM CONNECTION STIFFENER 1/2" 8 1/2" WORKPOINT 8" CL CCP-1 COLUMN CAP PLATE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. CROSSBEAM PER PLAN, SEE PV-100 SERIES FOR TYPE BCP-1 BEAM CONNECTION PLATE CCS-1 COLUMN CAP STIFFENERS, (2) PER CONNECTION (4) FB-10.34 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. COLUMN PER PLAN, SEE PV-100 SERIES FOR TYPE STB-1 BEAM CONNECTION STIFFENER 3/8" TYP. AT WEB 5/16" CCP-2 COLUMN CAP PLATE (8) STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. CROSSBEAM PER PLAN, SEE PV-100 SERIES FOR TYPE (4) FB-9.38 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. CL TYP. AT COL CJP FLANGE COLUMN PER PLAN, SEE PV-100 SERIES FOR TYPE WORKPOINT 11 S-420 CL 1/2" STIFFENER PLATE T&B, TO MATCH BEAM FLANGE THICKNESS VERTICAL STIFFENER PLATE GIRDER PER PLAN, SEE S100 SERIES FOR TYPE. COLUMN PER PLAN, SEE S100 SERIES FOR TYPE. (5) FB-07.00 FIELD BOLT A325, BOTH SIDES COL. HOLD WELD BACK 3/8" FROM EDGES OF PLATE AT SHEAR CONNECTION & COLUMN FLANGES, OMIT IF X 3" OR LESS 3/4" 1 3/4" /4" 3" TYP. CJP TYP T&B CJP TYP T&B CL CROSSBEAM PER PLAN, SEE S100 SERIES FOR TYPE STP- STIFFENER PLATE ALIGN W/ EDGE OF COLUMN FLANGE, TYP. SEE DETAIL FOR INFOMATION. COLUMN PER PLAN, SEE S100 SERIES FOR TYPE CCP-1 COLUMN CAP PLATE (8) FB-9.38 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. MAX. (bf [COL.}, bf [BM.] 1" 1/2" 2 1/2" 2 1/2" EQ.EQ. 2 1/8" 2 1/8" 1/2" CL CROSSBEAM PER PLAN, SEE S100 SERIES FOR TYPE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN FLANGE, TYP. SEE DETAIL FOR INFOMATION. COLUMN PER PLAN, SEE S100 SERIES FOR TYPE CCP- COLUMN CAP PLATE (8) FB-9.38 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. EQ.EQ. 1/2" 3 3/8"2 1/8"2 1/2" 2 1/2"2 1/8"3 3/8" bf of W24x68 8 S-420 STP-4 STIFFENER PLATE PER 1/S-410, ALIGN WITH BEAM WEB BR-3 BRACE ANGLE PER PLAN AT EA. SIDE OF STIFFENER PLATE (2) FB-07.18 BOLT, T&B TYP. GIRDER PER PLAN, SEE S100 SERIES (4) STP-5 STIFFENER PLATE PER 1/SP-410 CL BCP-1 BEAM CONNECTION PLATE (4) FB-08.30 FIELD BOLT STB-1 STUB COLUMN 1 3" 2 3/4" 11/2 " (2) STP-4 STIFFENER PLATE PER 1/SP-410 CROSSBEAM PER PLAN, SEE S100 SERIES. CJP BRCP-4 BRACE CONNECTION PLATE CL CROSSBEAM PER PLAN, SEE S100 SERIES FOR TYPE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN FLANGE, TYP. SEE DETAIL FOR INFOMATION. CCP- COLUMN CAP PLATE (8) FB-12.00 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. GIRDER PER PLAN, SEE S100 SERIES FOR TYPE 3 1/2" 2 3/4" 2 3/4" 3 1/2" 2 1/2" 2 1/2" 2 7/8" 2 7/8" 2 1/2"2 1/2" CL STP-4 STIFFENER PLATE PER 1/S-410, ALIGN WITH BEAM WEB BR-3 BRACE ANGLE PER PLAN AT EA. SIDE OF STIFFENER PLATE (2) FB-07.18 BOLT, T&B TYP. GIRDER PER PLAN, SEE S100 SERIES CL BCP-1 BEAM CONNECTION PLATE (4) FB-08.30 FIELD BOLT (2) STP-4 STIFFENER PLATE PER 1/SP-410 CROSSBEAM PER PLAN, SEE S100 SERIES. CCP-2 COLUMN CAP PLATE (4) FB-10.34 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. CJP STB-1 STUB COLUMN (4) STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. BRCP-4 BRACE CONNECTION PLATE CL COL. GIRDER PER PLAN, SEE S100 SERIES FOR TYPE. COLUMN PER PLAN, SEE S100 SERIES FOR TYPE. (5) FB-07.00 FIELD BOLT A325 SHPESHEAR TAB PLATE (EXTENDED) SEE 2/S-410 FOR DETAILS. 1/2" SUPPORT PLATES T&B HOLD WELD BACK 3/8" FROM EDGES OF PLATE AT SHEAR CONNECTION & COLUMN FLANGES, OMIT IF X =3" OR LESS EQ.2"3"3"3"3"2"EQ. CJP TYP T&B CCP-3 COLUMN CAP PLATE (8) STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN, TYP. CROSSBEAM PER PLAN, SEE PV-100 SERIES FOR TYPE (8) FB-9.38 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. COLUMN PER PLAN, SEE PV-100 SERIES FOR TYPE WORKPOINT CL (2) CCS-2 COLUMN CAP STIFFENER CJP 5/8" 5/8" 2 S-420 2 8 6 CL CROSSBEAM PER PLAN, SEE S100 SERIES FOR TYPE STP-4 STIFFENER PLATE ALIGN W/ EDGE OF COLUMN FLANGE, TYP. SEE DETAIL FOR INFOMATION. COLUMN PER PLAN, SEE S100 SERIES FOR TYPE CCP-3 COLUMN CAP PLATE (8) FB-9.38 FIELD BOLTS (PRETENSIONED W/ DTI WASHERS) PER CONNECTION, TYP. 3"2 1/2"3 3/8" 3 3/8"2 1/2"3" EQ.EQ. 1/8" BEAM GAGE 1/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 FRAMING DETAILS SOUTHERN AVENUE STATION GARAGE 12130 S-420 1/2" 1'-0" 4 SECTION (SIDE) -COLUMN GIRDER SHEAR TAB CONNECTION 1 1/2" = 1'-0" 5 SECTION (SIDE) -COLUMN TO CROSSBEAM CONNECTION -UPDATED 1/2" 1'-0" 6 SECTION (FRONT) -COLUMN TO CROSSBEAM KINK CONNECTION 1/2" = 1'-0" 7 SECTION (SIDE) -COLUMN TO CROSSBEAM CONNECTION 1/2" 1'-0" 9 SECTION (SIDE) -COLUMN GIRDER DOUBLE SHEAR TAB CONNECTION 1/2" 1'-0" 10 SECTION (PLAN) -COLUMN TO CROSSBEAM KINK GIRDER CONNECTION 1/2" = 1'-0" 11 SECTION (PLAN) -COLUMN TO CROSSBEAM CONNECTION 1 1/2" = 1'-0" 12 SECTION (SIDE) -COLUMN TO CROSSBEAM KINK CONNECTION GIRDER 1 1/2" = 1'-0" 8 SECTION (PLAN) -GIRDER STUB COLUMN TO CROSSBEAM KINK CONNECTION 1/2" 1'-0" 13 TYP. SECTION AT JOINT BET. GIRDER CROSSBEAM W/ BRACE REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21 1 1/2" = 1'-0" 3 SECTION (SIDE) -ALTERNATE COLUMN GIRDER SHEAR TAB CONNECTION 1/2" 1'-0" 1 SECTION (SIDE) -ALTERNATE COLUMN TO CROSSBEAM CONNECTION 1/2" = 1'-0" 2 SECTION (PLAN) -ALTERNATE COLUMN TO CROSSBEAM CONNECTION
01/2"1" REVISIONS Consulting Engineers San Diego, California 92108 (619) 521-8500 Fax (619) 521-8591 SHEET PROJECT OPPORTUNITY 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 0 -0 5 0 THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION. REPRODUCTION, DISCLOSURE, OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF THE SUNPOWER CORPORATION STRICTLY FORBIDDEN. ENGINEER'S STAMP NOTES IF BAR NOT ONE INCH, DRAWING IS NOT TO SCALE KPFF Job #: 2000061 WASHINGTON METRO AREA TRANSIT AUTHORITY 1422 SOUTHERN AVENUE SE HILLCREST HEIGHTS, MD 20748 3D CANOPY FRAMING DIAGRAM (REFERENCE ONLY) SOUTHERN AVENUE STATION GARAGE 12130 S-600 1 3D GARAGE CANOPY VIEW (REFERENCE ONLY) REVDESIGN DESCRIPTION DATEDBCB 1 90% DESIGN SET 12-09-21
BUILDINGSECTION2 2 4 56 8 1 9 7 3 ARRAY/FRAMINGLAYOUT1 2PV1-S400 D D 2 A-502 C.O. MR-1 C.O. CLIP C.O. PV PANEL C.O. MR-1 C.O. CLIP PV1-S400 PV1-S400 3 PV1-S400 ENLARGEDFRAMINGPLAN3 PV1-S400 PV1-S200 ISSUE FOR PERMIT WK 8/8/2019 0 DATE McDonald's USA, LLC These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized. DRAWN BY DATE ISSUED STD ISSUE DATE REVIEWED BY PREPARED FOR: PREPARED BY REV DESCRIPTION BY 2018 McDonald's USA, LLC - 08.09.2019 McDONALD'S SUNNY SIDE UPM29448.2 NOTE:THESCALEOFTHESEPLANSMAYHAVECHANGEDDUETOREPRODUCTION 009-1775 DESCRIPTION TITLE SHEET NO. SITE ID SITE ADDRESS 1596 W. BUENA VISTA DR., KISSIMMEE, FL 34747 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 S U N P O W E R ® KPFF Job # : 1900292 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 FRAMING PLANS & SECTION MAXRACK FRAMING BUILDING SECTION ISSUE FOR CONSTRUCTION WK 11/1/2019 1 RE-ISSUE FOR CONSTRUCTION WK 12/10/2019 2 AS-BUILT DRAWINGS WK 05/05/2020 3
TYPICALGROUNDMOUNTEDEQUIPMENTANCHORAGE10 7TYPICALWALLEQUIPMENTANCHORAGE 6INVERTERMOUNTINGDETAIL 11TYPICALEQUIPMENTANCHORAGEDETAIL 12TYPICALEQUIPMENTANCHORAGEDETAIL (E)SLABTO(N)EQUIPMENTPAD3 SERRATEDFLANGEHEADBOLT WEEB SERRATEDFLANGENUT PVCLIPFLANGE PVPANELFRAME PANELBOLTASSEMBLY4 PV1-S300 ISSUE FOR PERMIT WK 8/8/2019 0 DATE McDonald's USA, LLC These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized. DRAWN BY DATE ISSUED STD ISSUE DATE REVIEWED BY PREPARED FOR: PREPARED BY REV DESCRIPTION BY 2018 McDonald's USA, LLC - 08.09.2019 McDONALD'S SUNNY SIDE UPM29448.2 NOTE:THESCALEOFTHESEPLANSMAYHAVECHANGEDDUETOREPRODUCTION 009-1775 DESCRIPTION TITLE SHEET NO. SITE ID SITE ADDRESS 1596 W. BUENA VISTA DR., KISSIMMEE, FL 34747 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 S U N P O W E R ® KPFF Job # : 1900292 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 TYPICAL DETAILS PV PANEL BOLTING MAXRACK MOUNTING EQUIPMENT ANCHORAGE ISSUE FOR CONSTRUCTION WK 11/1/2019 1 RE-ISSUE FOR CONSTRUCTION WK 12/10/2019 2 AS-BUILT DRAWINGS WK 05/05/2020 3
MB-1NUT&BOLT ASSEMBLYPER 4C L E.O.PVPANEL E.O.PVPANEL MR-XMOUNTINGRAIL MB-1NUT&BOLT ASSEMBLYPER PVC-1PV-CLIP E.O.PVPANEL E.O.PVPANEL 1/2"TYP. 37C L MB-1NUT&BOLT " TYP. PV-PANEL MB-6BNUT&BOLT PVC-1PVCLIP MR-XMOUNTINGRAIL MR-XMOUNTINGRAIL PVC-1PVCLIP MB-6BNUT&BOLT MB-1NUT&BOLT PVPANEL C L PVPANEL MB-1NUT&BOLT MB-6BNUT&BOLT PVC-1PVCLIP MR-XMOUNTINGRAIL TOPFLANGEOFPURLIN PC-1PURLINCLIP MB-3NUT&BOLT C L RS-1RAILSPLICE MB-3TEEBOLT 22"TYP. N.T.S. MOUNTINGRAILEND 1/2" TYP. MOUNTINGRAILEND MB-7 NUT&BOLT 6PLACESREQ'D RS-1RAILSPLICE MR-XMOUNTINGRAIL PVPANEL 85MOUNTINGDETAILATPANELGAP 7TYPICALMAXRACKSECTION 8MAXRACKSECTIONATSPLICE 11MAXRACKSECTIONATSPLICE 4ENDPANELCONNECTION 3MIDPANELCONNECTION 2TYPPANELBOLTCONNECTION 4 PV1-S300 4 PV1-S300 MR-XMOUNTINGRAIL C L C L WG-1WIREGUIDE BEYONDWHEREREQ'D PURLIN (E)PURLINPERPLAN 5/16"DIA.TEEBOLT MOUNTINGRAILA MOUNTING RAIL PURLINFLANGE MAXTHK,VIF PC-1PURLINCLIP MB-1B 9MAXRACKATTACHMENTTOPURLIN DETAILA PVPANEL 1MINIGUTTERDETAIL NOTE:MINI-GUTTERSECTION,ATTACHMENTMETHODS, WATERPROOFING,ANDINSTALLATIONDETERMINEDBY OTHERS.FORREFERENCEONLY.SEEPLANFOR GUTTERLOCATIONS.MODULESANDMOUNTINGRAILS NOTSHOWNFORCLARITY. (E)PURLINPERPLAN C L PURLIN C L PURLIN MINIGUTTERMOUNTED TOPURLINFLANGES W/PURLINCLIPS SECTION:MINIGUTTER NTS1B MINIGUTTERSPLICEWHERE OCCURS(EXTERNABONDSEAL TAPEINSTALLEDOVERJOINT) PV1-S400 ISSUE FOR PERMIT WK 8/8/2019 0 DATE McDonald's USA, LLC These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized. DRAWN BY DATE ISSUED STD ISSUE DATE REVIEWED BY PREPARED FOR: PREPARED BY REV DESCRIPTION BY 2018 McDonald's USA, LLC - 08.09.2019 McDONALD'S SUNNY SIDE UPM29448.2 NOTE:THESCALEOFTHESEPLANSMAYHAVECHANGEDDUETOREPRODUCTION 009-1775 DESCRIPTION TITLE SHEET NO. SITE ID SITE ADDRESS 1596 W. BUENA VISTA DR., KISSIMMEE, FL 34747 1414 HARBOUR WAY SOUTH RICHMOND, CA 94804 USA 5 1 0 ) 5 4 00 5 5 0 S U N P O W E R ® KPFF Job # : 1900292 3131CaminoDelRioNorth,Suite1080 SanDiego,California92108 (619)521-8500Fax(619)521-8591 TYPICAL MAXRACK DETAILS ISSUE FOR CONSTRUCTION WK 11/1/2019 1 RE-ISSUE FOR CONSTRUCTION WK 12/10/2019 2 AS-BUILT DRAWINGS WK 05/05/2020 3

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