Loading...
HomeMy WebLinkAboutSimons Rd (2)PREPARED BY I(— — — — — — ——r—I— I I I� _I I I I NA, ---------------- ---.. i _.= — —r-- r —1--r-- -1 —1 1 T l II l I( II II I I II II I II II I� I I I I i C ,� I i /41-L effL4 CWy-j-- i n I f J PICAL POWER DESIGNS P.O.BOX 272517 TAMPA, FL 336M TEL 813-600-S136 FAX 813-42S-4882 E-MAIL caHos@epd-fl.com CARLOS M. ORAMA, PE, ELECTRICAL ENGINEER PE #60205 CA #27385 1 ISSUE REVISIONS CLIENT Winward Building Group PROJECT Abbott Square ADDRESS Simons Rd Zephyrhills Florida SHEET NAME Site Plan JOB # BY E21-250 MAI ISSUE DATE 12-15-21 SCALE AS SHOWN THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R Ifill, M. `� • EN �e �® STATE OFONAL t(j� I/PlllW CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER Key Plan 1"=126-0" - - - FdL _ Is1i�dJyr3yt�'r. c-mdM_'�r.3�i-.• �-- i.. - i i, I�,u 11 11i.1. nIn SHEET PREPARED BY 1 Power Plan - Heavy Timber Structure'A' I i I I I I I I I I ! VTED ON POST I I ! I C-1 I I I I 1 I i I 1 I I I I i I I I I I I I I 2 Power Plan - HeavyTimber Structure'B' 1/8"=1'-0" SPECIFIC NOTES: 1. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED AT FREEBOARD OR HIGHER. THIS IS BASE FLOOD ELEVATION PLUS TWELVE INCHES. CONSULT OWNER OR CIVIL ENGINEER OF RECORD. 2. ALL WORK ELECTRICAL WORK MUST BE IN COMPLIANCE WITH N.E.0 2017, FLORIDA BUILDING CODE 2020, 7TH EDITION, LOCAL ELECTRIC COMPANY AND AHJ. ELECTRICAL CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH THE SCOPE OF WORK BEFORE BIDDING ON THIS PROJECT. 3. ALL GROUNDING AND BONDING MUST BE IN COMPLIANCE WITH NEC ARTICLE 250 AND AHJ. 4. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE DATA BEFORE ORDERING. 5. ALL ELECTRICAL WORK FOR FABRICATED EQUIPMENT SHALL BE COMPLETELY WIRED BY THE EQUIPMENT MANUFACTURER TO A JUNCTION BOX OR PULL BOX, AND ALL ELECTRICAL WORK FROM PANEL BOARDS TO BE BY THE ELECTRICAL CONTRACTOR. 6. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED INSIDE SURFACE OF PANELBOARD DOOR, CLEARLY INDICATING AREA AND LOAD SERVED BY EACH BRANCH CIRCUIT. 7. ELECTRICAL CONTRACTOR SHALL FURNISH ALL ELECTRICAL MATERIALS TO COMPLETE THIS PROJECT. 8. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 9. WHERE THE ENCLOSURE OR RACEWAY IS SUBJECT TO PHYSICAL DAMAGE, THE CONDUCTORS SHALL INSTALLED IN ELECTRICAL METALLIC TUBING, RIGID METAL CONDUIT, INTERMEDIATE METAL CONDUIT, RTRC-XW, SCHEDULE 80PVC CONDUIT, OR EQUIVALENT. 10. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S. 11. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. TYPE 'NM', 'MC', ELECTRICAL NON-METALLIC TUBING, & FLEXIBLE METAL CONDUIT MAY BE USED FOR BRANCH CIRCUITING AS ALLOWED BY THE N.E.C. & AHJ. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. 12, WORK WITH LANDSCAPE DESIGNER/GC/LANDSCAPE INSTALLERS TO ENSURE LIGHT FIXTURE IS AT RIGHT LOCATION. SEE LANDSCAPE DESIGN PLANS. 13. ALL CONDUCTORS SHALL BE THHN/THWN TYPE. UNLESS OTHERWISE CONDUCTOR SIZE NOTED ON THE PLANS SHALL BE 2#12 THWN COPPER AND 1#12 COPPER GROUND IN 1/2"C. MC CABLE CAN BE USED ONLY IN AREAS ALLOWED BY NEC ARTICLE 330. 14. EXTERIOR DISCONNECTS SHALL BE NEMA3R RATED. INTERIOR DISCONNECTS SHALL BE NEMA1 RATED. ALL DISCONNECTS SHALL BE HEADY DUTY TYPE. GENERAL SCHEDULE CALLOUT SYMBOL VOLTS AMPS KVA CIRCUIT CALLBOX ® 120V 1 P 2W 5 0.6 F-7 GM-1 ® 120V 1 P 2W 9.8 1.18 F-15 GM-1 ® 120V 1 P 2W 9.8 1.18 F-9 GM-1 ® 120V 1 P 2W 9.8 1.18 F-11 GM-1 120V 1 P 2W 9.8 1.18 F-13 IRRIGATION WELL PUMP -. 240V 2P 2W 28 6.72 E-1,3 IRRIGATION WELL PUMP - 240V 2P 2W 40 9.6 F-2,4 RECEPTACLE SCHEDULE CALLOUT SYMBOL VOLTS FEATURES DESCRIPTION QUANTITY GFCI_WP 120V 1 P 2W WP, GND DUPLEX RECEPTACLE 120V. 20A WITH 13 GROUND FAULT INTERRUPTING DEVICE. WEATHERPROOF ELECTRICAL POWER DESIGNS P.O.BOX 272517 TAMPA, FL 33688 TEL 813-600-5136 FAX 813-425-4882 E-MAIL carlos@epd-fl.com CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 ISSUE REVISIONS CLIENT Winward Building Group PROJECT Abbott Square ADDRESS Simons Rd Zephyrhills Florida SHEET NAME Power Plan JOB # BY E21-250 MAI ISSUE DATE 12-15-21 SCALE AS SHOWN THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R M. `` •°° CENSO i BA2rA CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER Power Plan - Heavy Timber 1/8"=1'-0" 'C' Power Plan - Heavy Timber Structure 'D' SHEET 100 17i Power Plan - Gazebo and Entrance f 3132"=1'-0" 0 SWITCH SCHEDULE CALLOUT SYMBOL QUANTITY Generic Switch $ 5 LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING INPUT VOLTS NOTES QUANTITY WATTS A (1) 8W ACCENT LIGHT MODEL: FLOOD 8 120V I 2W CONTROL FOR 14 KFL1-BL-20-4K7-WF-UNV-K-DB-JBR30-DB PHOTOCELL (ON) AND TIMER (OFF) F (1) 100W OUTDOOR CEILING FAN WITH LIGHT - CONSULT CEILING 100 120V 1 P 2W 9 WITH OWNER R PREPARED BY PFL OPOWER SICtl 9 P.O.BOX 272517 TAMPA, FL 33688 TEL 813-600-5136 FAX 813-425-4882 E-MAIL: caHos@epd-fl.com CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 ISSUE REVISIONS CLIENT Winward Building Group PROJECT Abbott Square ADDRESS Simons Rd Zephyrhills Florida SHEET NAME Electrical Layout Gazebo/Sign JOB # BY E21-250 MAI ISSUE DATE 12-15-21 SCALE AS SHOWN THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER COPYRIGHT R •`�,,GEJN3F°° �,• ;Q A1E ° ice` AZO CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E200 0 S 0 0 PREPARED BY i FECTRICAL PC}WER DESIGNS RO.BOX 272517 TAMPA, FL 33688 TEL 813-600-5136 FAX 813-425-4882 E-MAIL caHos@epd-fl.com CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 ISSUE REVISIONS CLIENT Winward Building Group PROJECT Abbott Square ADDRESS Simons Rd _Zephyrhills Florida SHEET NAME Villas Entrance Electrical JOB # BY E21-250 MAI ISSUE DATE 12-15-21 SCALE AS SHOWN THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER Power Plan -'Villas Entrance' 3132"=1'-0" SHEET E300 RISER GENERAL NOTES: PREPARED BY 1. ALL GROUND ELECTRODES, CONDUCTORS AND COMPLETE GROUNDING SYSTEM MUST BE DONE IN COMPLIANCE WITH NEC STD 4250 AND AHJ. 2. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH THE WORK BEFORE BIDDING ON THIS PROJECT. 3. FAULT CURRENT WAS CALCULATED AT 20080 AMPS FOR A LOCAL TRANSFORMER, VERIFY WITH LOCAL ELECTRIC COMPANY AND NOTIFY ENGINEER IF DIFFERENT. 4. ALL EXTERIOR EQUIPMENT MUST BE RATED NEMA 3R OR BETTER. 5. CONSULT AND WORK WITH LOCAL ELECTRIC FOR FIELD LOCATIONS. NOTIFY ENGINEER WITH ANY CHANGES. Riser N.T.S VOLTAGE DROP SCHEDULE DEVICE FEEDER BRANCH CIRCUIT TOTAL VOLTAGE DROP VOLTAGE DROP WIRE SIZE LENGTH MAX VOLTAGE DROP WIRE SIZE A 0.06% #4 11' 0.29% (CKT 1) #12 0.34% B 0.08% #4 11' 0.18% (CKT 1) #12 0.26% C 0.09% #4 11' 0.18%0 (CKT 1) #12 0.27% D 0.06% #4 11' 0.22% (CKT 1) #12 0.28% E 0.59% #3 12' 1.04% (CKT 1,3) #8 1.63% F 0.43%n #3 12' 2.99% (CKT 11) #12 3.42% ram - 60A UV PiIm 1LUl414VV, !r, 3V11 UNDERGROUND ELECTRICAL SERVICE 1 "C- 3#4 ALUMINUM CONDUCTOR EQUIVALENT: 1-1 /2" C- 3#2 AL. METAL FRAME OF BUILDING SERVICE - EQUIPMENT ALL CONNECTIONS MADE WITHIN 5 FEET OF POINT OF ENTRANCE OF PIPE PROPOSED UTILITY PAD MTD XFMR ,-} Riser Diagram 100A L N.T.S PANEL 0 TYPICAL 100A BUS 100A MBC NEW 120/240V METER 1P,3W NEMA 3R 1-1/2"C 3#3CU #6G CU i I I 1 6 100 AMP, 120/240V, 1 P, 3W UNDERGROUND ELECTRICAL SERVICE 1-1 /2"C- 3#3 e ** CHANGE PER JOB *** #1/0 WG GROUNDING ELECTRODE CONDUCTOR (TYP. ALL) #6 AWG TO INCOMING TELEPHONE BOARD ..F*:.;. ,.. �. �-.��Il.=•': fir'•'. � .:� ,.. -- GROUND ROD 2 GroundingDetail N.T.S METALUNDERGROUND WATER PIPE CONCRETE -ENCASED ELECTRODE GROUND RING ALUMINUM CONDUCTOR EQUIVALENT: 1-1/2" C- 3#1/0 AL. FAULT CURRENT SCHEDULE DEVICE FAULT AIC RATING L-N VOLTS UTILITY FED FROM FEEDER DIRECTLY CONNECTED MOTOR LOAD FAULT X R DEVICE FAULT X R SIZE X/ 1000, R/ 1000' LENGTH X R FAULT X R A 2,970 10,000 120V 2,970 0.02417 0.03238 METER A 3,217 0.02363 0.02887 #4 0.048 0.31 11' 0.0005 0.0035 B 2,428 10,000 120V 2,428 0.02569 0.04222 METER B 2,599 0.02515 0.03871 #4 0.048 0.31 11' 0.0005 0.0035 C 2,223 10,000 120V 2,223 0.02644 0.04705 METER C 2,369 0.0259 0.04354 #4 0.048 0.31 11' 0.0005 0.0035 D 2,936 10,000 120V 2,936 0,02425 0.0329 METER D 3,178 0.02371 0.02938 #4 0.048 0.31 11' 0.0005 0.0035 E 3,605 10,000 120V 3,493 0.02533 0.02321 METER E 3,747 0.02478 0.02029 #3 0.047 0.25 12' 0.0005 0.0029 112 1.039 0.2599 F 5,217 10,000 120V 4,969 0.02155 0.0109 METER F 5,340 0.021 0.007983 #3 0.047 0.25 12' 0.0005 0.0029 248 0.4687 0.11772771 ELECTRICAL POWER DESIGNS P.O.BOX 272517 TAMPA, FL 33688 TEL 813-600-5136 FAX 813-425-4882 E-MAIL: carlos@epd-fl.com CARLOS M. ORAMA, PE, ELECTRICAL ENGINEER PE #60205 CA #27385 ISSUE REVISIONS I CLIENT Winward Building Group PROJECT Abbott Square ADDRESS Simons Rd Zephyrhill`s Florida SHEET NAME Riser Diagram JOB # BY E21-250 MAI ISSUE DATE 12-15-21 SCALE AS SHOWN THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R v jG SF i •° STATE OF • ° AZORIOP. CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E400 PREPARED BY A ROOM VOLTS 240/120V 2P 3W AIC 10,000 MOUNTING FLUSH BUS AMPS 100 MAIN BKR 60 FED FROM METER A NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA # BKR CIRCUIT DESCRIPTION A B # BKR CIRCUIT DESCRIPTION A B 1 20/1 LIGHTING 0.2 2 20/1 SPACE 0 3 20/1 RECEPTACLE 0.18 4 20/1 SPACE 0 5 2011 RECEPTACLE 0.18 6 20/1 SPACE 0 7 20/1 SPACE 0 8 20/1 SPACE 0 9 20/1 SPACE 0 10 20/1 SPACE 0 11 20/1 SPACE 0 12 20/1 SPACE 0 13 2011 SPACE 0 14 20/1 SPACE 0 15 20/1 SPACE 0 16 20/1 SPACE 0 17 2011 SPACE 0 18 20/1 SPACE 0 19 20/1 SPACE 0 20 20/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 0.38 0.18 CONN KVA CALC KVA CALL KVA LIGHTING 0.2 0.25 (125%) TOTAL LOAD 0.61 RECEPTACLES 0.36 0.36 (50%>10) BALANCED LOAD 2.54 A C ROOM VOLTS 240/120V 2P 3W AIC 10,000 MOUNTING FLUSH BUS AMPS 100 MAIN BKR 60 FED FROM METER C NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION A B A B 1 20/1 LIGHTING 0.2 2 20/1 SPACE 0 3 20/1 RECEPTACLE 0.18 4 20/1 SPACE 0 5 20/1 RECEPTACLE 0.18 6 20/1 SPACE 0 7 20/1 SPACE 0 8 20/1 SPACE 0 9 20/1 SPACE 0 10 20/1 SPACE 0 11 20/1 SPACE 0 12 20/1 SPACE 0 13 20/1 SPACE 0 14 20/1 SPACE 0 15 20/1 SPACE 0 16 20/1 SPACE 0 17 20/1 SPACE 0 18 20/1 SPACE 0 19 20/1 SPACE 0 20 20/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 0.38 0.18 CONN KVA CALC KVA CALC KVA LIGHTING 0.2 0.25 (125%) TOTAL LOAD 0.61 RECEPTACLES 0.36 0.36 (50%>10) BALANCED LOAD 2.54 A E ROOM VOLTS 240/120V 2P 3W AIC 10,000 MOUNTING FLUSH BUS AMPS 100 MAIN BKR 100 FED FROM METER E NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION A B A B 1 40/2 IRRIGATION WELL PUMP 3.36 2 20/1 SPACE 0 3 1 3.36 4 20/1 SPACE 0 5 20/1 LIGHTING 0.1 6 20/1 SPACE 0 7 20/1 LIGHTING 0.048 8 20/1 SPACE 0 9 2011 RECEPTACLE 0.18 10 20/1 SPACE 0 11 20/1 SPACE 0 12 20/1 SPACE 0 13 20/1 SPACE 0 14 20/1 SPACE 0 15 20/1 SPACE 0 16 20/1 SPACE 0 17 20/1 SPACE 0 18 20/1 SPACE 0 19 20/1 SPACE 0 20 20/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 3.64 3.41 CONN KVA CALC KVA CONN KVA CALC KVA LIGHTING 0.148 0.185 (125%) MOTORS 6.72 6.72 (100%) LARGEST MOTOR 6.72 1.68 (25%) RECEPTACLES 0.18 0.18 (50%>10) TOTAL LOAD 8.77 BALANCED LOAD 36.5 A B ROOM VOLTS 240/120V 2P 3W AIC 10,000 MOUNTING FLUSH BUS AMPS 100 MAIN BKR 60 FED FROM METER B NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA # BKR CIRCUIT DESCRIPTION A B # BKR CIRCUIT DESCRIPTION A B 1 20/1 LIGHTING 0.2 2 20/1 SPACE 0 3 20/1 RECEPTACLE 0.18 4 20/1 SPACE 0 5 20/1 RECEPTACLE 0.18 6 20/1 SPACE 0 7 20/1 SPACE 0 8 20/1 SPACE 0 9 20/1 SPACE 0 10 2011 SPACE 0 11 20/1 SPACE 0 12 20/1 SPACE 0 13 20/1 SPACE 0 14 20/1 SPACE 0 15 20/1 SPACE 0 16 20/1 SPACE 0 17 20/1 SPACE 0 18 20/1 SPACE 0 19 20/1 SPACE 0 20 1 20/1 1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 0.38 0.18 CONN KVA CALC KVA CALC KVA LIGHTING 0.2 0.25 (125%) TOTAL LOAD 0.61 RECEPTACLES 0.36 0.36 (50%>10) BALANCED LOAD 2.54 A ROOM VOLTS 240/120V 2P 3W AIC 10,000 MOUNTING FLUSH BUS AMPS 100 MAIN BKR 60 FED FROM METER D NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA # BKR CIRCUIT DESCRIPTION A B # BKR CIRCUIT DESCRIPTION A B 1 20/1 LIGHTING 0.2 2 20/1 SPACE 0 3 20/1 RECEPTACLE 0.18 4 20/1 SPACE 0 5 20/1 RECEPTACLE 0.18 6 20/1 SPACE 0 7 20/1 SPACE 0 8 20/1 SPACE 0 9 20/1 SPACE 0 10 20/1 SPACE 0 11 20/1 SPACE 0 12 20/1 SPACE 0 13 20/1 SPACE 0 14 20/1 SPACE 0 15 20/1 SPACE 0 16 20/1 SPACE 0 17 20/1 SPACE 0 18 20/1 SPACE 0 19 20/1 SPACE 0 20 20/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 0.38 0.18 CONN KVA CALC KVA CALC KVA LIGHTING 0.2 0.25 (125%) TOTAL LOAD 0.61 RECEPTACLES 0.36 0.36 (50%>10) BALANCED LOAD 2.54 A F ROOM VOLTS 240/120V 2P 3W AIC 10,000 MOUNTING FLUSH BUS AMPS 100 MAIN BKR 100 FED FROM METER F NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA # BKR CIRCUIT DESCRIPTION A B # BKR CIRCUIT DESCRIPTION A B 1 20/1 LIGHTING, RECEPTACLE 0.392 2 50/2 IRRIGATION WELL PUMP 4.8 3 20/1 LIGHTING, RECEPTACLE 0.212 4 1 4.8 5 20/1 RECEPTACLE 0.18 6 20/1 SPACE 0 7 20/1 CALLBOX 0.6 8 2011 SPACE 0 9 20/1 GM-1 1.18 10 20/1 SPACE 0 11 20/1 GM-1 1.18 12 20/1 SPACE 0 13 20/1 GM-1 1.18 14 20/1 SPACE 0 15 20/1 GM-1 1.18 16 20/1 SPACE 0 17 20/1 SPACE 0 18 20/1 SPACE 0 19 20/1 SPACE 0 20 20/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 7.72 7.96 CONN KVA CALC KVA CONN KVA CALC KVA LIGHTING 0.064 0.08 (125%) MOTORS 14.9 14.9 (100%) LARGEST MOTOR 9.6 2.4 (25%) RECEPTACLES 0.72 0.72 (50%>10) TOTAL LOAD 18.1 BALANCED LOAD 75.4 A ELECTRICAL POWER DESIGNS P.O.BOX 272517 TAMPA, FL 33688 TEL 813-600-5136 FAX 813-425-4882 E-MAIL caHos@epd-fl.com CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 ISSUE REVISIONS CLIENT Winward Building Group PROJECT Abbott Square ADDRESS Simons Rd Zephyrhills Florida SHEET NAME Panel Schedules JOB # BY E21-250 MAI ISSUE DATE 12-15-21 SCALE �"0=00 O THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R `e```%J 11111 i j1/// III� • ® o • STATE of • e �`' CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E500 1/2" EXPANSION JOINT WING WALL MAXIMUM SLOPE 30 DEGREES EXPANSION JOINT WITH JOINT SEALANT 4" THICK CONCRETE SIDEWALK TRANSITIONS TO 6" THICK -i #4 VERTICAL REBAR _ 30" O.C. THICKENED EDGE BEAM COMPACTED SUBGRADE J 3000 PSI POURED CONCRETE HEADWALL (6) #4 REBAR CONTINUOUS ATTACH TO CAGE WITH METAL TIES #4 REBAR CAGE- 8" HT. x 24" WIDTH - VERTICAL AND HORZ. REBAR AT 30" O.C.- HOLD 3" OFF BOTTOM OF POUR r i �.�0 HIM a t44 dd • d v a 11- 3'-0' FOOTING EXTENDS TO LIMIT OF WING WALL SEE PLAN VIEW DECKING - SEE DOCK 4 CONSTRUCTION PLANS JOIST - SEE DOCK CONSTRUCTION PLANS I % SLOPE SIMPSON STRONG TIE FSA- HOT DIPPED GALVANIZED FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST z10 2" AIR GAP d -) FINISH GRADE ON LOWER (I I SIDE OF HEADWALL- BLEND I GRADE WITH GRADE AT END a l=1 OF SLOPED WING WALLS � I I ATTACH TO HEADWALL WITH (2) 6" LONG 1/2" DIAMETER EXPANSION BOLT EXPDXY BOLT INTO CONCRETE HEADWALL 1 CONCRETE HEADWALL- CONNECTION TO WOOD rDOCK HS13 SIMPSON STRONG TIE H0212 (2)"x12"#2411O.C. SIMPSON STRONGTIE CB66 COLUMN BASE SET IN CO LU POUR CENTER ON CONCRETE C\UMNSLOPE TOP OF COLU AWAY FROM CENTER TO SHED RAINWATER- 2% SLOPE - SET CULUMN BASE LEVEL COMPACTED SUBGRADE 2" x 6" DECKING T-- - 3" x 12" SIMPSON STRONG TIE A 6" x 5' WOO POST HEIGHT RIES r3000 PSI POURED CONCRETE COLUMN / - - FINISH GRADE 6" 24" DIAMETER ROUND 3000 PSI CONCRETE COLUMN REINFORCED WITH (3) #5 VERTICAL - REBAR- TRIANGULAR PATTERN - STIRRUPS AT MAX. 18" O.C. VERTICALLY FOR STABILITY DURING POUR HOLD REBAR 3" FROM EDGE OF POUR (3) #5 HORZ. EBAR AT 15" 2 C CRETE COLUMN SECTI HS13 I) 3" MIN. M-4- 3' 0" -! � ® DELETED FROM PROJECT NOTES 1. ECK DESIGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. 2. FO INGS DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. 3. ALL ST GTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE TREATED UTHERN PINE WITH EASED (SANDED) EDGES. 4. ALL NAILS S L MEET THE REQUIREMENTS OF ASTM F 1667. BOLTS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.1 5. CUT ENDS OF PO TS SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT (I.E.COPPER NAPHT NATE) 6. ALL LUMBER TO BE P ED TO BE CROWN SIDE UP. LIMITS OF WOOD DECK 1 S1 EXPANSION JOINT DOCK AND OCK PERMITTING T INCLUDED IN CONTRACT (B OTHERS) O 16 6'-34' 0 6-34' O g_6 O WING WALL AT 45 DEGREE ANGLE n TO HEADWALL- SLOPE AT 30 DEGREE MAX. D ° n D ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING COLUMNS AND CONC. HEADWALL 9'-616" MAX. JOIST SPAN 2 313 18" DIAMETER CONCRETE FOOTING (TYPICAL) ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING PROVIDE BLOCKING BETWEEN SIMPSON STONE TIE AC6 MAX AND POST ® ALL SPLICES IN BEAMS TO BE CENTERED OVER POSTS. SPLICED CONNECTIONS SHALL - c - HAVE SIMPSON STRONG TIE PC66 POST CAPS 4. LIMIT OF DECKING D 2" x 12" RIM JOIST A ACH WITH (3) 3.5" 10d RING SHANK HOT DIPPED GA ANIZE© NAILS AT EACH JOIST OR BEAM 2" x 12" JOISTS - ATTACH TO BEAMS WITH SIMPSON STRONG TIE HU212-HDG FACE MOUNT HANGERS MAXIMUM ON CENTER JOIST SPACING = 24" SPACE JOST EQUALLY JOIST LAYOUT 3 HS13 POST AND BEAM (BELOW) CUT DECK BOARDS AT CORNERS TO PROVIDE NO LESS THAN 1/2 BOARD WIDTH- LOCATE CUT BOARD(S) AWAY FROM CORNER WOOD DECK DESIGN CRITERIA 1. DESIGN LIVE LOAD= 100 PSF 2. DESIGN WIND SPEED = 140 MPH 3. EXPOSURE "C" 4. STRUCTURE IS AN OPEN STRUCTURE 5. Gpc = 0 6. VELOCITY PRESSURE = 36.3 PSF 7. UPLIFT = 50.8 PSF ROOF ZONE 3, 43.6 PSF ROOF Z E 2 8. BASED ON THE 2020 FLORIDA BUILDING CODE & SCE 7-16 DOCK AND DOCK PERMITTING NOT INCLUDED IN CONTRACT (BY OTHERS) 3" x 12" ROUGH SAW (NON -DIMENSIONAL) BEAM (OPTIONA SE OF (2) 2" x 12" LUMBER) ATTA TO POST WITH SIMPSO STRONG TIE AC6 MAX HOT DIPPE GALVANIZED FILL ALL HOLES H 3.5" 16d HOT DIPPED GALV IZED NAILS 6 34 MAX. BEAM SPAN CENTER BEAM ON POST 6" x 6" POST - ATTACH TO FOOTING WITH SIMPSON STRONG TIE H0212 COLUMN BASE- STAINLESS STEEL (2) 5/8" THROUGH HOT DIPPED GALVANIZED BOLTS WITH WASHERS ON BOLT HEAD AND NUT ® 2" x 4" DIAGONAL BRACE ATTACH TO ALL PERIMETER POSTS- SECURE WITH (1) 1/2" DIAMETER THROUGH BOLT WITH WASHER AT BOLT HEAD AND NUT FOR EACH CONNECTION- ATTACH TO BEAMS AT 45 DEGREE ANGLE - PROVIDE BLOCKING AT ATTACHMENT LOCATION BOTTOM OF DIAGONAL BRACE TO BE ATTACHED TO POSTS AT MIDPOINT IN POST ATTACH TO JOISTS WITH SIMPSON STRONG TIE MTSM TWIST STRAPS FOR LOCATIONS WHERE BRACING IS PERPENDICULAR TO BEAMS DIAGONAL BRACES EXTEND OUT 20" IN BOTH DIRECTIONS FROM POST POST - BEAMS - BRACING ATTACH PERIMETER DECK BOARD RUNNING PARALLEL 3IM JOIST WITH 3.5" 10d HOT DIPPED GALVANIZED RING SHANK NAILS AT 8" O.C. ® DELETED FROM PROJECT DECKING 2" x 4" DECK BOARDS- ATTACH TO E ACH JOISTS WITH 3.5" 10d HOT DIPPED GALVANIZED RING SHANK NAILS- TWO NAILS PER JOIST 3/16" GAP BETWEEN ALL DECK BOARDS NDED DECK BOARD RUNS TO BE B KEN AT JOIST LOCATIONS ONLY ADD NA ING BOARD TO JOIST TO NAIL A ACENT BOARD- GAP BUTT JOINT AT 3/1 " . ALL DECK BOARD TO REST ON A MIN UM OF FOUR JOISTS NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER P,4�' k- k1v/1 E 0 o �e L Uj v Uj J LL Q ; O O z � o a J � M-g E Q 4k I Q N lb No j 'a o T N M O M N n w Q A Q � �tO�' zN� zz� p �z M a N M Fib Q Kno wh t'sbelow. alliefore you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/21 HARDSCAPE PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEERING MODIFICATION- DELETE DEC] DRAWN BY: JAZ DATE: 11 /6/2o 20009 HARDSCAPE DETAILS HST 3 NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. 2" PRE -CAST CONCRETE WALL CAP- #5 REBAR CONTINUOUS, INFILL KNOCK -OUT PROVIDE MIN. 1%SLOPED TOP BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES #5 BAR IN FILLED CELL, 0'-11 24" O.C. 25" OVERLAP ON ALL SPLICES STUCCO VENEER OVER 8" X 8" X 16" CMU WALL PLASTIC LATHE -COLOR PROVIDE #1 GUAGE HORIZONTAL AND TEXTURE RENINFORCING AT 24" O.C. TO MATCH CLUBHOUSE VERTICALLY (EVERY THIRD COURSE) BOTH SIDES OF WALL 31-611 CONCRETE PAVER - SEE SCHEDULE OF SITE FURNISHINGS AND STRUCTURES TIE ALL REBAR CONNECTIONS WITH METAL TIES ADJUST COVER OVER FOOTING TO #5 REBAR DOWEL @ 24" O.C. MINIMIZE CUT BLOCK COURSES FINISH GRADE lief'=' II A4 6" MIN. lily -III I. -I (3) #5 HORIZONTAL REBAR CONTINUOUS, 10" MAX. (=1 I H I -III—I (�1 �1I I (I EDGE HOLD REBAR 3" OFF BOTTOM AND OF POUR IIIII 11_(yI (��( d.' I I #5 TRANSVERSE REBAR AT 24" O.C.- HOLD A i 1.11 • i' { I I i 1 3" OFF BOTTOM AND EDGE OF POUR 3000 PS POURED CONCRETE FOOTING- CONTINUOUS A COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 1 RETAINING WALL AT POOL H S 14 1 /211 = 1'-o11 MASONRY COLUMN WITH FINISH GRADE EXIT SIDE VEHICULAR GATES 1/2" GAP FOR HINGE BRACKET - GATE FABRICATOR/INSTALLER SHALL BE RESPONSIBLE FOR SIZING GATE HINGES AND PROVIDE OWNER A WARRANTY ON THE ABILITY OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE S WIDE CONCRETE SIDEWALK 2" WHITE PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1% SLOPED TOP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE MATCH COLOR AND TEXTURE OF CLUBHOUSE WALLS 2'-0" OR V-6" 2'-2" OR N. A 10" MAX./ kii� I� _ Ii MIN II #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE • ea .e d .' i 3-0" WALL SECTION 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 1ST AND 3RD BLOCK COURSE ABOVE FOOTING �'w #5 REBAR DOWEL @ 32" O.C. A ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR LEI #5 TRANSVERSE REBAR AT 32" Q.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR /t 3000 PSI POURED CONCRETE L FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL HS14) 1/2" _ 1' oil 24" SQUARE MASONRY COLUMN- AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE 4 VILLA GATED ENTRANCE ELEVATION HS14 1/8" = 1'-0" FNTRY -qIIIF \/P-IIC .1 11 AR C'ATPq GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE • • • f` �i amME Ali • t FOUR RAIL HORSE PROVIDE 3" GAP BETWEEN FENCE FENCE POST AND COLUMN r' l r rrr rr! r r _ r r r r rr 4'-6" 6-0` rr! rr! r r r rrf r r rf! r r r r i rrr FAUX STACKED STONE VENEER - rf CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' Fes-- 3-6" �----I SQUARE COLUMN SECTION 6 FENCE CONNECTION TO COLUMN H S 14 1 1 /211 11-011 NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. 2" PRE -CAST CONCRETE WALL CAP #5 REBAR CONTINUOUS, INFILL KNOCK -OUT PROVIDE MIN. 1 % SLOPED TOP BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES 121 STUCCO VENEER OVER #5 BAR IN FILLED CELL, PLASTIC LATHE - COLOR 24" O.C. TO MATCH VILLA BUILDINGS 25" OVERLAP ON ALL SPLICES TEXTURE: DASH (ROUGHCOAT) BOTH SIDES OF WALL „ 8 X 8 X 16 CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 6_0 #5 REBAR DOWEL @ 24" O.C. TIE ALL REBAR CONNECTIONS WITH METAL TIES ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND 4 A 6" MIN. i� - I EDGE OF POUR * TRANSVERSE REBAR AT 24" O.C.- HOLD J� " 1� 'v :. ' . 3" OFF BOTTOM AND EDGE OF POUR < . A AN .,e'. , .. 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS II—Ihii- — 1 — 3'-0" COMPACT SUBGRADE AT ALL A FOOTING LOCATIONS 4 VILLA VEHICULAR ENTRANCE WALL SECTION H S 14 1/2" = 11-o" 6' HT. PEDESTRIAN GATE NO ACCESS CONTROL J VYIL.JL VVIVVIILIL SIDEWALK NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP - EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN _ PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY EVERY THIRD COURS E) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS - (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR `— COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3-6" X 3-6" X V-0" REINFORCE "WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL MASONRY COLUMN WITH 3 SEC 2 5EC 1 SE FINISH GRADE - MIN. 6" COVER - 3000 PSI POURED CONCRETE FOOTING I^ 1 I 3'-6' X 3'-6" X V-0" REINFORCE WITH (3) #5 - REBARS EACH WAY TT IA TOP AND BOTTOM TYPICAL 1'-0" 11Ell _I NOTES: 1. FILL ALL BLOCK BELOW GRADE rE. 3AUGE HORIZONTAL iRID AT 24" O.C. ECAST WHITE CONCRETE COLUMN CAP OF CMU COLUMN WITH 1/2 DIA. ANCHOR EMBEDDED 3" MIN. INTO COLUMN F BLOCKS ON TOP COURSE OF COLUMN- WITH TENTS- FILL ALL CELLS WITH CONCRETE 1MN REINFORCED WITH 5 REBAR- ONE AT EACH CORNER FILL ALL 3 CONTAINING REBAR WITH CONCRETE CMU COLUMN GUAGE HORIZONTAL NG AT 24" O.C. (EVERY THIRD COURSE) DIRECTION EVERY OTHER COURSE -ION ON VERTICAL REBAR IRK BEGINS )WELS- 25" OVERLAP ON ALL SPLICES :-:BAR CONNECTIONS WITH METAL TIES FINISH GRADE EBAR 3" FROM EDGE OF POUR it POURED CONCRETE FOOTING -6" X V-0" IRCE WITH (3) #5 REBARS EACH WAY TOP AND V TYPICAL COLUMN SECTION ....... SUBGRADE 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION H S 14 1 /211 = 11-o1' COLUMN CAP wlb ISOMETRIC WALL CAP ISOMETRIC -� eA `d a e a d de -a a • a a a a a 'a HOLD REBAR 3" FROM EDGE OF POUR--/ TIE ALL REBAR CONNECTIONS WITH METAL TIES — V-6" --j STRUCTURAL BRICK V-6" (BELOW STRUCTURAL BRICK 0'-415" 3'-6" ' i • „ • ' 0' 415 1166 t----3' 6" COLUMN FOOTING (BELOW) ELEVATION PRECAST CONCRETE COLUMN CAP SECTION 2 NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE' NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 2. MODULAR BRICK- "BEALE STREET' MANUFACTURED BY PINE HALL BRICK - DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 3. COLUMN CAP- "PC-16" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com 4. WALL CAP-'WC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50' ON CENTER #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES PROVIDE #1 GUAGE HORIZONTAL REINFORCEMENT GRID AT FIVE COURSE INTERVALS (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS 1 COMPACT SUBGRADE AT ALL FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) 0'-101, PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL MIDPOINT OF WALL 0'-41" STRUCTURAL BRICK (BELOW) 3/8" MORTAR JOINTS P. 0'-111" 2 0'-52" 3-0` 0'-118° #5 VERTICAL REBAR 11 7/8" O.C. #5 VERTICAL REBAR 4 15/16" O.C. WALL FOOTING (BELOW) SECTION 1 7 STRUCTURAL BRICK WALL H S 14 1/2" = V-15" NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF MLLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER ` Ovl E 0 r v O i 0 M -J = A 04 z O O O O i 0 CD 04 . J � U 0) W m U c) cd U) d g Now V co r N c� O M N n N Q A ^� A4 o (J � z a N M Fig Q Kno wh f'Shelow. all Before you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2, 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: JAZ DATE: 11/6/2o 20009 HARDSCAPE DETAILS fi S�4 L ADJUST SOIL COVER FOR GRADE CHANGES (2) 2" x 1 0" PRESSURE TREATED PINE BEAMS - WITH SEMI -TRANSPARENT WOOD STAIN BEVEL CUT END OF POSTS AT 45 DEG. ® SIMPSON STRONG TIE APDT2-6 L EACH SIDE OF POST - WITH THROUGH BOLTS COLOR: "BLACK" 8"x8"x10' PRESSURE TREATED PINE POST - WITH SEMI -TRANSPARENT WOOD STAIN 2" THICK PRECAST CONCRETE WALL CAP COLOR: "WHITE" —� FA IMPSON STRONG TIE +' APG (4 PER POST)T BASE SIDE PLATES COLOR: "BLACK" 2 2" THICK PRECAST CONCRETE CAP COLOR: "WHITE" PROVIDE SLOPE AWAY FROM POST FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' FINISH GRADE 0 d 0 N O N U • • SECTION THROUGH MIDPOINT OF SIGN 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL " " a 3x 3x' STEEL TUBE WELDED U" CHANNEL - WELD 45 DEG. CORNERS is LIMITED GRINDING OF WELDS TO SIGN FRAME TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS rr PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS PAINTED FINISH "BLACK" DOUBLE SIDED SIGN AT GATED ENTRY 6" BOLTS THROUGH ,'x TO ADD TEXT BEAMS AND STEEL "VILLAS AT" ABOVE SUPPORT -PAINT ABBOTT SQUARE HARDWARE "BLACK" TEXT TOUCH UP AFTER TIGHTENING BOLTS V-5" MATERIALS AND FINISHES 14'-38'-MAY VARY DUE TO VENEER THICKNESS DIMENSIONED ELEVATION 1 ENTRANCE SIGN HS15 NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY COLUMN REINFORCED WITH (4) #5 REBAR BENTS - FILL ALL CELLS WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 4" x 4" x 10' BLACK LOCUST OR DOUBLE KILN DRIED CEDAR STACKED INTO "U" CHANNEL - WELD CORNERS OF "U" CHANNEL AFTER STACKING TIMBERS - SELECT LUMBER TO NOT BE WARPED APPLY CLEAR STAIN PRIOR TO LETTER/ LOGO INSTALLATION 6" BOLTS FOR COLUMN CONNECTION A4 • • 6" SOLID ALUMINUM LETTERS WITH ANCHORS TO IMBED INTO LUMBER - PRE -DRILL HOLES WITH TEMPLATE FROM LETTER MANUFACTURER PAINTED FINISH - COLOR: "BLACK" (2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT" ON SIGN FACE PINEAPPLE GROVE'NAILHEAD' PATTERN SURFACE MOUNT WITH EPDXY 12" SQUARE MEDALLION MODEL # 125M-097 CHROMECAST METALIZED FINISH- COLOR: "BRITE COPPER" www.pineapplegrove,com 3" x 3" STEEL TUBE WELDED TO SIGN FRAME IMBED TUBE MIN. 6" INTO CMU WALL PAINTED FINISH "BLACK" _• I -- CAULK JOINTS TO PREVENT WATER INTRUSION 3-0" SQUARE a PRECAST CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN - COLUMN CAP TO INCLUDE MULTIPLE SEGMENTS TO ALLOW POST THROUGH COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH l— #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS - (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3'-0" X 3'-0" X V-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL SIGN COLUMN SECTION 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP MATCH/ COORDINATE PROFILE AND COLOR WITH COLUMN CAP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES 2" CAP WITH 1 112" _ OVERHANG FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' TIE ALL REBAR CONNECTIONS WITH METAL TIES i 3'-0" SIGN WALL SECTION #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 8" X 8" X 16" CMU WALL _ PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ADJUST COVER OVER FOOTING FOR GRADE CHANGES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND �^ EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 8" x 8" POST VERTICAL REINFORCEMENT BARS (TYPICAL) (MAXIMUM 24" O.C. r— 8" x 8" POST CMU BLOCKS FOR SIGN WALL • •. •• , • 'a ... •• a d ' .a ..a' ',• •a. • A • •' d• 'v •' '•• <' d•. •a .. p • A•• '•. 16-6" ® SIGN BASE FOOTING Mod #5 VERTICAL REBAR COLUMN % AT ALL CORNERS STONE VENEER STONE VENEER SIGN WALL VENEER WALL TIES COLUMN #5 VERTICAL REBAR MAX. 24" O.C. FILL ALL CELLS IE77� WITH CONCRETE SECTION THROUGH SIGN BASE NOTES: 1, WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER �• 40vl 1� A 0 z a Q w z E 0 T R O Y r. L J = W LL q3 tp z �0o 0 Q M N 'co, 0 d V a+ 4! E z c') = Qz W � N d N O J ao T N A O � N ti N 09 cl �oe ce 0 Kno wh t'sbelow. all �efore you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEEERING MODIFICATIONS DRAWN BY: JAZ DATE: 1116120 �►••• HARDSCAPE DETAILS HSI 5