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HomeMy WebLinkAboutBuilding PlansGARAGE & STORAGE AIDDITION GENERAL NOTES 1- THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEEDS, OR FOR SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUB -CONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK IN ACCORDING OF THE CONTRACT DOCUMENTS. 2- CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, REPORT ANY DISCREPANCIES TO DESIGNER. 3- FRAMING CARPENTER SHALL PROVIDE SOLID BLOCKING/BACKINGS AS REQUIRED FOR THE PROPER ATTACHMENT OF:FANS & FIXTURES, RAILINGS AND HANDRAILS AND ANY OTHER ITEMS AS IT MAY BE REQUIRED. 4- ANY CHANGES TO FLOOR PLAN OR ELEVATIONS MUST BE REPORTED TO DESIGNER FOR APPROVAL. 5- IT IS SOLE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL SPECIFICATIONS AS STATED. CONCRETE NOTES 1- DESIGN & CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318 LATEST EDITION 2-ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 3,000PSI UNLESS OTHERWISE NOTED,WITH A MAXIMUM WATER CEMENT RATIO OF 0.45 3- REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 "DEFORMED AND PLAIN BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT" LATEST EDITION,GRADE 60 4- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 "WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT", LATEST EDITION. MINIMUM YIELD STRENGTH 65000 PSI NOT NECESSARY IF CONCRETE W/FIBER IS USED. 5- REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318 LAST EDITION. SEE DETAILS FOR TYPICAL SPLICE TABLE AND CONCRETE COVER DETAILS 6- ALL DOWELS,ANCHOR BOLTS,EMBEDDED STEEL, ELECTRICAL CONDUIT,PIPE SLEEVES, PIPING,INSERTS GROUNDS, AND OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 7- ALL EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" CHAMFER. 8- ALL EMBEDDED STRUCTURAL STEEL SHALL BE UNPAINTED, FREE OF RUST AND SCALE AND SHALL CONFORM TO ASTM A36 MASONRY NOTES 1- CONCRETE MASONRY UNITS (CMU) SHALL BE NORMAL WEIGHT, 8" THICK CONFORMING TO ASTM C90, GRADE N, TYPE II. CMU SHALL BE LAID IN RUNNING BOND 2- MORTAR FOR MASONRY UNITS SHALL CONFORM TO ASTM C270 TYPE S 3- GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 AND SHALL HAVE A 28 DAYS COMPRESSIVE STRENGTH OF 2,500 PSI 4- REINFORCING FOR MASONRY WORK SHALL CONFORM TO ASTM A165, GRADE 60, AND SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AC1 318 LATEST EDITION ffilml IMPERVIOUS SURFACE RATIO 23,522.4 S TOTAL PARCEL HOUSE BUILDING AREA 3,156,0 SF Living area 1,624.00 sf Exist. Driveway & Sidewalk 502.20 sf Pool deck --- 572.63 sf Wood shed — 210.00 sf Concrete pads 20.50 sf TOTAL COVER 4,461.33 SF IMPERVIOUS COVERED------- 18.9% — — — — — — �429--------_— — — — — — — — — — T -1 L------------------------------ Ti 30' - 0" N FLOOR PLAN 3/16" = V-0" DESIGN PARAMETERS (Vult) Ultimate Design Wind Speed (3 SECONDS GUST) ----------------------------- 150 mph (Vasd) Nominal design win speed ------------- 116 mph Wind Importance Factor -------------------------- 1,0 Building Risk Category ---------------------------- II Wind Exposure Category ------------------------- B Building Type ---------------------------------------- Enclosed Internal Pressure ---------------------------------- /- 0.18 DESIGN & PARAMETERS SHALL CUMPLY W / FLORIDA BUILDING CODE 2020 7th EDITION & FBC 1 RESIDENTIAL 2020 7th EDITION EXT DOOR & WINDOW SCHEDULE MARK DIMENSIONS MANUFACT. REMARKS WIDTH7 HEIGHT Impact SINGLE HUNG SERIE 8100 40" 6-8" window LLC window i NOA: 17-1011.07 C2 12'-0" 10'-0" Wyne Dalton ROLL -UP j SERIE 800 NOA: 18-0815.07 l 3 \ 12'-0" 10'-0" Wyne Dalton ROLL -UP SERIE 800 \\ NOA: 18-0815.07 5'-0" 1 T1.1 F--- — — — — — — — — — — — — — — — — I 06-10-2021 CUTOMER: MARIA ATORRESAGASTI ADDRESS: 8402 Bayard Rd. Fort Pierce FL 34951 6 SURVEY I D:130160503820005 T1.1 V. = 30'-0" 0 0 ■ on 6 rridl vapor bar�rer over clearrwep �1� New 4' �,000psi compacted, -and termite treated flll`, a ConcrE :slab on grade 0 o N GRADE - a Foundation � >lumn beyond — ■ (Seed ail this sheet) 4 Provide 6Mi ✓apor barrier O Indicate E1) #5 bar,- � New 8"x8" tl *endedge _ cft irlgrouteoncrete, " _ footing w/(1; `5 bar cont. fined block peU- - THICI:ENDNED EDGE DETAIL M1 a _ n SCALE 3/4" = 0" �T1.1 30' - 0" 3 FOUNDATION PLAN T1.1 3/16" = V-0" a NEW 3000 PSI CONIC, SLAB MATCH LEVEL W/ EXISTING HOUSE FLOOR SLAB a; ua PROVIDE 3MILL VAPOR BARRIER SECTION 1 /T` .1� SCALE : 3/4" = 1'-0" 5/8" CORNER B. 8"X8" LINTEL BLOCK CONT. (1 #5 BAR CON_ #5 VERTICAL BAR TOP TO BOTTOM IN SOLID GROUTED MASONRY CELLS @ 48" C.C.AT CORNERS & ENDS BAR AT TOP WITH STANDARD HOOK (8" X 90) INTO BEAM (SEE PLAN) NEW 8" CMU BLOCK WALL. (BLOCK PAINT FINISH V' o EXIST. GRADE (2) #5 BAR CONT. 9. - All NOTE: 8" LINTEL BLOQUE (BOND BEAM) SHALL BE CONTINIOUS ARROUND THE EXTERIOR WALL. REINFORCEMENT TO BOND BEAM AT CORNER SCALE 1 /2" = V-0" 2'-1" (Min) a a a �o 0 4a r' ram_ N a WREINFORCING BARS AT FOOTING CORNERS TYP. nco Cie REINFORCEMENT AT - gi`' CORNER FOOTINGSCALE1/2"=V-0" E oo c� J N O a � � � r o r a N .. w O 0) ) tB W G� U . N oo ao a� a) dam' p H 5 a � � r 0 0 n � J � J LL � LL U) i V.< M 0— to �-`' 75 Q Q F--rl w 0 0 O Q.) 00 ralllllli Pl-� 00 61 Mark hate 1 06-10-2021 REVISIONS Job Number: 0110-A Starting Date: 03 11 �021 Up -Date: 06 10 2021 Checked: Checker J TITLE TITLE SHEET r CONSECUTIVE SHEET No 1/ 4 SHEET op, TLI Provide precast concrete lintel of 13'-4" (8F24-1T/1B) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I I- - - - - - - - - - - - - - - ----------------- 1-------- - I ------ ---------------------------+--- -- � -� I I }-- I ------------ ._.------------------------- I --i I - - - - - - - - - - - - - - - I II 7� _ - - - - _ - _ - _ - _ . - - _- _ - _ - _ - _ _ - _ - - - _ - - _ - _ -- ----{- _ _ _ I I }-- I ---------.—. I ------•--------------------+-- I --� — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — ---�- — I - —i I � • - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - • - _ - • - _ � . �.. - . � I @1--- �-- N -------.—.—_ .—.------------------------- I --} o 7-. -------.—.—..�...—._..------- ----------------- --I L CD I � I -- ------------------------------------------ ---� A1.2 I r i_..... I I }-- I L-. I I 7- I �. I ,-- I I i--• I L-------------------------------------------- ------- --------_. ------------ --- ------------ ---- ------ ------_-----. ------------ ------------ ------------------------------------- -------------------------- .---------------------------- --•------------------------------ --------------------•------- ------------•--------------- - — - — - — - — - — ---------------•----------- --.----------------- ----- - provide precast concrete lintel - of 5'4" (81716-1T/16) ------------------•--------- ---------_----------------- ---- -7 --- I I � -7 -- I I --{ I -7 I -L -- I -� I 114" = 1'-0" F = FILLED WITH GROUT / U = UNFILLED 8F16-1B/1T NOMINAL WIDTH-� QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT — QUANTITY OF #5 REBAR AT BOTTON OF LINTEL CAVITY o b 0'-326" 0,-3L3„ O'5n0'-75n l0'_751_ (A) 8U8 (B) 8F8/0B/1T (�I 8F8-1B/1T ROOF PRECAST LEGEND1 1 /4" = 1'-0" [a 0 , 1 • \ o 0 0'-3 3" 26 0'-75„ (D) 81716-113/1T 12 4 SOUTH ELEVATION 3/16" = V-0" NOTE: Attic ventilation per FBC R 2017 edition shall be 1 /150 of the area of the vented space or 1 /300 for exception (2) if no less of 40% and no more of 50% of the required vented area is provided with ventilators located in the upper portion of the attic or rafter space and ventilators shall be located not more than 3'-0" below the ridge or highest point of the space TOTAL ATTIC 1'500.0 SF / 150 = 10.0 SF MINIMUM ATTIC VENTILATION REQUIRED Top of wall 12'-0" . _F. Floor _ 0'-01, 12 4 F NORTH ELEVATION 3/16" = V-0" 12 4 Top of new roof 14' - 2" Top of wall 12' - 0" F. Floor 0'-0" A1.1 3/16" = V-0" - 5 Wt5 I CLCVA I IUN A1.1 3116" = V-0" R803.2.3.1 Sheathing fastenings. Wood structural :panel sheathing shall be fastened to roof framing with RSRS-01 (2 3/v' x 0.113") nails at 6 inches (152 mm) on center at edges and 6 inches (152 mm) on center at intermediate framing, unless roof diaphragm design requires a closer spacing. RSRS-01 is ring shank roof sheathing nail meeting the specifications in ASTM F1667. Where roof framing with a specific gravity, 0.42 < G < 0.49 is used, spacing of ring -shank fasteners shall be 4 inches on center in nailing zone 3 in accordance with Figure R803.2.3.1 where V„ft is 165 mph or greater. Exceptions: 1.Where roof framing with a specific gravity, 0.42 <_ G < 0.49 is used, spacing of ring -shank fasteners shall be permitted at 12 inches (305 mm) on center at intermediate framing in nailing zone 1 for any V„ h and in nailing zone 2 for V„ n less than or equal to 140 mph in accordance with Figure R803.2.3.1. 2.Where roof framing with a specific gravity, G = 0.49 is used, spacing of ring -shank fasteners shall be permitted at 12 inches (305 mm) on center at intermediate framing in nailing zone 1 for any VA and in nailing zone 2 for V,,� less than or equal to 150 mph in accordance with Figure R803.2.3.1 3.Where roof framing with a specific gravity, G = 0.49 is used, 8d common or 8d hot -dipped galvanized box nails at 6 inches (152 mm) on center at Pages and 6 inches (152 mm) on center at intermediate framing shall be permitted for V, less than or equal to 130 mph ire accordance with Figure R803.2.3.1. TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING —� RAFTER OR BEAM SPACING MINIMUM NET THICKNESS (Inches) (Inches) 24/s 48a 60b 11/2 T & G 72c For St: 1 inch = 25-4 mm. a_Minimum 270 F,, 340,000 E. b.Minimum 420 F,, 660,000 E. c.Mnimum 60UF,, 1,150,000 E. E coo ca N M � w O � Q o M <C D aCD cu 44 W�� oW 0 �LO U N L a oo Op LO LO Lo W N o � h--� p ca o O H r ~ r L L0 M rn CCCY ) J � J LL O H U U M (1) 0 CL W Q_ v 0 0 L.L.. .. .. LL W Con .� C*n -0 (� M M W � N wN �--� dam- C) � dC)- C.) C—) 00 r_ 00 Mark Date REVISIONS Jab Number: 0110-A Starting Date: 03 11 2021 Up -Date: 03 15 2021 Checked: Checker TITLE ROOF PLAN LAYOUT ELEVATIONS & SCHEDULES CONSECUTIVE SHEET No 2 / 4 SHEET Provide gut side of the I Downspot SECTION A 31 SEE DETAIL "A" THIS SHEET METAL ROOFING PER J.A. TAYLOR ROOFING (See attachment SPEC) 1/2" PLYWOOD SHEETING ROOF DECK --- PRE- ENGINEERING TRUSS @ 24" O.C. -- HETA 40 SIMPSON TRUSS ANCHOR 5" GUTTER +12'-0" ,/ TRUSS BEARING 4" PRE -FIN. ALUM. FLASH.(DRIP EDGE) ON 2"X6" FASCIA — 2"X 6" FASCIA +10'-8" i PRECAST BOTTOM #5 VERTICAL BAR TOP TO BOTTOM IN SOLID GROUTED MASONRY CELLS @ 40" C.C.AT CORNERS & ENDS BAR AT TOP WITH STANDARD HOOK (8" X 90) BLOCK PAINT FINISH DOWNSPOUT — -- NEW 8" CMU BLOCK WALL. (O Q \ a DOWNSPOUT SHALL BE DIRECTED iv AWAY FROM ADJACENT PROPERTIES & TOWARDS THE ROAD ALLEY Grade (-0'-8") - 00 r 8" LINTEL BLOCK W/(1) #5 BAR CONT. 8" PRE -CAST CONC. LINTEL W/(1) #5 BAR @ OPENINGS (See location & type in sheet Al. 1) #5 DAWELL @48" O.C. MAX PROVIDE 30" LAP MIN (SEE PLAN FOR LOCATION) NEW 4" 3000 PSI CONC. SLAB. PROVIDE 6MILL VAPOR BARRIER 1' - 4„ -- - (2) #5 BF• R CONT. (3"Clear e)f fill) DETAIL "A" CONTINIOUS PATH W/TRUSS � HIP SCALE= 3/4" = 1'-0" SECTIONS & DETAILc:' ROOF DETAIL AT GUTTER ROOF U DER ..AYM _PST 12"STRIP OF ICE+W ER SHIELD DRIP EDGE EXTENDS 4" IN TO ROOF AND D 2"INTO GUTTED ICE+VvATER St-EIELE,- TO EXTEND DOWN THE FACE OF THE FACIA --- � t 7/8" STUCCO FINISH 4� PAPERBACK LATH -#15 FELT DRAINAGE PLANE T�--1/2" PLYWOOD OR 7/16 OSB (2i-FRAMING WALL PROTECTOR WRAPPED (3l�-MENBRANE STRIP COVERING WOOD FRAME/ MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTOR WRAP BT-20 XL 9" WIDE TO EXTEND 2" BELOW THE C.M.U.BLOCK WALL C METAL OR PLASTIC EXPANSION JOINT DETAIL 1/A1.2 SCALE 1 1/2" = 1'-0" 2"X 4" BRACE FIRST 3 RAFTERS 2"X 4" Brace first 3 rafters (3) 16d NAILS AT END OF — EACH DIAGONAL BRACE 5/8" PLYWOOD ROOF DECK PRE -ENGINEERING ROOF TRUSS 1 LINTEL BLOCK (Bond beam) W/ (1) #5 BAR CONT. 8" X 16" BLOCK WALL METAL RC >FING PER J.A. TAYLOR ROOFING (See attaci- lent SPEC) 1/2" PLYW OD SHEETING ROOF DECK PRE- ENG EERING TRUSS @ 24" O.C. - - HETA 40 S 1PSON TRUSS ANCHOR - PROVIDE: x4" ONE TO ANOTHER TRUSS ATTACH T TRUSS --- ------- Nailing strip as required - 12'-0" � TRUSS BEARING F 5" GUTTEF -- -- 4" PRE-Fll� ALUM. \\ J Chanel FLASH.(DF D EDGE) ON 2"X6" FAS( A -- — --- Aluminum or Vinyl vented 2"X 6" FAS IA — soffit system +10'-8" PRECAST BOTTOM ROOF SO .ARM FFIT DETAIL METAL ROOFING PER J.A. TAYLOR ROOFING i (See attachment SPEC) 4" PRE -FIN. ALUM. _-- FLASH.(DRIP EDGE) — 2"X 6" FASCIA TO MATCH EXISTING 4�00. y, -- LADDER OF LOOKOUTS 7/f STUCCO - — VENTED SOFFIT SYSTEM V PF )VIDE 2"x6" WOOD HEADER @ BOTH — Sf ES OF TRUSS FOR EXHAUST FAN 2", 4"DIAGONAL BRACE FII 3T 3 TRUSS 06-10-2021 8" LINTEL BLOCK W/(1) #5 BAR CONT. 8" PRE -CAST CONC. LINTEL W/(1) #5 BAR @ OPENINGS (See location & type in sheet Al. 1) METAL ROOFING PER J.A. TAYLOR ROOFING (See attachment SPEC) 5/8" PLYWOOD ROOF DECK (3) 16d NAILS AT END OF 4" PRE -FIN. ALUM. EACH DIAGONAL BRACE FLASH.(DRIP EDGE) ON 2"X 4" BRACE FIRST 3 RAFTERS TRUSS @ 24" O.C. 4s 00 o P DVIDE 2"x6" WOOD BASE @ BOTH 2"X 4" Brace first 3 S ES OF TRUSS FOR EXHAUST FAN truss 1/, STRUCTURAL PLYWOOD I Al N/ ACH TO GABLE END W/#10 _S @ 12" O.C. SEE DETAIL 1" LTA2 SIMPSON LATERAL r A� THIS SHEET TRUSS ANCHOR @ GABLE a END TRUSS TO CONCRETE BEAM -- Roll -up casing /support ----� a 0I i� 5 BAR TOP TO BOTTOM IN 77 f` ;ROUTED FILLED CELLS 3EE FOUNDATION PLAN FOR I OCATION) 2"x6" board I support beyond 2" X 6" P. T.FASCIA (TYP) 2"X 6" OPT. FASCIA TO MATCH EXISTING LADDER OF LOOKOUTS VENTED SOFFIT SYSTEM TO MATCH EXISTING 2"X 4"DIAGONAL BRACE FIRST 3 RAFTERS 1/2" STRUCTURAL PLYWOOD ATTACH TO GABLE END RAFTER BRACINGS W/#10 NAILS @ 12" O.C. — 7/8" STUCCO 2"X4" RAFTER BRACING @ END RAFTER ONLY ATTACH TO RAFTER END W/(10)16d NAILS PRECAST CONCRETE LINTEL OF 11'-4" (8F24-1B/1T) 10'-0" DOOR OPENING 8" X 16" BLOCK WALL BEYOND ` ;/f LOCK PAINT FINISH FILLED CELL #5 Bar after & ' Roll -up door — I I before door opening !' I (See foundation plan) #5 BAR DAWELL @ 40" O.C. MAX.(SEE FOUNDATION PLAN FOR LOCATION - "� i,1 _ — — #5 Bar dowel after & before door opening J � d Q I � (See foundation plan) GRADE 4" 3,000 psi Concrete slab on grade II DRIVEWAY Slope 1 % - a co PROVIDE 6MILLProvide 6mill �a.-. °p 1/2" Expansion joint VAPOR BARRIER vapor barrier - WALL FOUNDATION • a ' ;.� J, f Q - - - -- --- 1' 4" (2) #5 Bar cont. ' -- -- (See foundation plan) CONTINIOUS PATH W/TRUSS (j) GABLE SCALE 3/4" = 1'-0" CONTINIOUS PATH W/TRUSS @ GABLE ROLL -UP DOOR SCALE 3/4" = 1'-0" E O co ' N N � W w � O cv CD LU u7 �vJ N a) N E 00 00 N Ln N G� N .-. � -� O ~ a-, �+a C6 N (D 0 _F a H 0 0) J � J L LL }' U U tL W 0— O 0 L O L.L L.L co �L IU Q MM M W Fw� w 0 �./ �' 0 U 00 P-.q Job Number: 0110-A ` Starting Date: 03 11 2021 Up -Date: 06 10 L021 Checked: Checker TITLE DETAILED SECTIONS CONSECUTIVE SHEET No 3/4 61 SHEET A1,02 ELECTRICAL POWER & LIGHTING I -------------- I L----------------------a----------------- _,� ELECTRICAL PLAN 1/4" = 1'-0" i Shutter Mounted Exhaust Fans I 1 r4 hp HP 18 in-Dia. 115V ACV Shutter Mount Exh... DAVTON GJiAWGERCHOICE 1/4 hp HP 18 in-Dia. 115V ACV Shutter Mount Exhaust Fan, 19 in Square Opening Required Item #484X41 Mfr. Model #484X41 ONSPSC #k40101502 Catalog Page #2929 5nutter Mount Motor iype N5L Exhaust Fan Motor Totally Iia 18 in Enclosure Enclosed Air - ...... .. ..._. .. ............ ............. ._ Over r 1 Motor Class B A ..... �...., d _ ...� ..... Insttlticrn ; tt� 115V AC 'Be Ball tia.a4Or;t 2590 Height 21 1 /8 in t/$,u 04 1/4 hp Widt . 21 1/8 in ath 12 in Openin 19 in Motor p, 1710 7.28 1725 Fr�,rrie Material Steel Frame Finish Aluminum Blade Material Aluminum ,.Guard Material Steel Wire Guard Powder Coated Finish Number of 3 There S Auto ELECTRICAL LEGEND b SINGLE POLE WALL MOUNTED SWITCH WALL MOUNTED DUPLEX OUTLET @ 18" OF FINISH FLOOR 220 V WALL MOUNTED OUTLET @ 18" OF FINISH FLOOR Wp NEW WATER PROOF-G.F.I. GFI CONVENIENCE OUTLET, 2'x4' FLOURESCENT LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE OA BATTERY POWERED COMBINATION CARBON MONOXIDE & SMOKE ALARM © ELECTRICAL PANEL NOTE: 1)-ALL SMOKE DETECTORS SHALL BE INTERCONNECTED 2)-TWO SEPARATE ALARM CAN BE PROVIDED INSTEAD THE PROPOSED POWERED COMBINATION. ONE FOR SMOKE DETECTOR & ONE FOR CARBON MONOXIDE ELECTRICAL SUB -PANEL B PANEL "A" UTILIT MAIN CIRCUIT y BREAKER /" 120/240V 120/240V 1 PH 3W 1 PH 3W N Q N � l`� G 0 SERVICE TABLE 1-1 MAIN BREAKER FEEDER CABLES FEEDER CONDUIT. GROUND ELECTRODE 40 Amp #2/0 AL 2" #4 CU U ca 0 8LO CLUI ) N M w � � � O O E "+ � � r M � C'7 J � J LL C) LL t� (1) � O � CL W CL O � O � LL LL �N ti w N 00 00 J 01 Mark Date REVISIONS Job Number: 0110-A Starting Date:03 11 2021 Up -Date: 03 15 2021 � Checked: Checker I TITLE ELECTRICAL POWER & LIGHTING4/4 CONSECUTIVE SHEET No l SHEET