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HomeMy WebLinkAboutSimons Rd (3)PREPARED BY Y It I i 1 j E300 `Y of zY1�lHiL "#tom t +') COIAIL11 -4.L VVURK SHALL COMPLY WITH PREVAILING 'ODES FLORIDA BUILDING CODE, •;A T IONAL ELECTRIC CODE, \ND THE CITY OF ZEPHYRHILLS :ORDINANCES r ( / .d — — I_" .-_rt 71 = I- -� - 1 1 - F-- 1 _. w I ELECTRICAL PCOWVERDESIr,NS P.O.BOX 272517 TAMPA, FL 33688 TEL 813-600-5136 FAX 813425-4882 E-MAIL: cados@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 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 0 STATE OF ° tttrri� CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER Key Plan 1 "=125'-O° G�� ■ - - csr� .ni �.�:o ..a u.. .. <-�..n�. .� :-.:..i, _rar,��m �:c:.fE�x� ... �, ,,. � .� � �.. Pi�lln nE�Mtll II. i u ��I .4 I i.�i :uN �. BIfl 9L-tllJi- �4�f ldfisld l�s.:.. fu�.,.tt "Ili�� � II I■IIi WII4 1`.dafti'� L�e�Y 4■:..nl��tela.�t m :'idlrlf �i4ao•,. - .Jr-.J, I: .:, , Ir, - �. _�� �� , ..c ...-.. 1.�. .. ill 9 ' i .. I�.- ,. i.-,. ., ..,�. u.: , ,. .ai ClrafD a ��II�4.�ar4 ���1�i � ui��ii�' �C'.'1 - uc .I,�e o .. - �i �ti. ...r s.i _� Ii. r:�Ls... i i i-;.i mia„e, �t.�.4r_..ru;ili_�fdN.0 Jlu:oitiN - - IEti" �BlGdtiir :Ji u � ��i2i _ p,� PREPARED BY (�41 Power Plan - Heavy Timber Structure'A' 1 1 /8•=1 '-0. I I i I I I I I I I I t VTED ON POST I I I 1 C-1 I I I I I I I I I I I I I 1 I I I I I I I 1 ---------- °d 4 ° -'6____ ____ a______-�1-a__-___®__r.--- __ --------------------==- --=-------- �1--- --;-- --- r� Power Plan - Heavy Timber Structure'B' 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 THHNITHWN 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 Bj 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 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 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. 1 STATE •. II CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER 3 Power Plan - Heavy Timber Structure 'C' 1/8"-1'-0" GPower Plan - HeavyTimber Structure 'D' 118"=1'-0" SHEET E100 1 Power Plan - Gazebo and Entrance 1 3l32"=V-0" i I I I I I I I d d I I I d I d I 0 I I I I I I I I I I I I I I I I I d I I d I I I I I I d I I I I I I I I I I I I I I i I I i I 1 i SWITCH SCHEDULE CALLOUT SYMBOL QUANTITY Generic Switch $ 5 0 1 0 0 i 0 O 0 6Y CQ LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING INPUT VOLTS NOTES QUANTITY WATTS A (1) 8W ACCENT LIGHT MODEL: FLOOD 8 120V 1 P 2W CONTROL FOR 14 OF 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 PREPARED BY ELECTRICAL P0WER DESl13N5 P.O.BOX 272517 TAMPA, FL 33688 TEL 813-60(}-5136 FAX 813-425-4882 E-MAIL carios@epd-fl.com CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 ISSUE REVISIONS CLIENT Winward Building Group PROJECT Abbott Square ADDRESS I 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 No. AiEOF CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E200 0 J Q a 1 Power Plan -Villas Entrance' 3/32"=V-0" PREPARED BY 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 IIIM 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 M. EN f 1itiJV i STATE OF •° YONAL i1 CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E300 RISER GENERAL NOTES: PREPARED BY 1. ALL GROUND ELECTRODES, CONDUCTORS AND COMPLETE GROUNDING SYSTEM MUST BE DONE IN COMPLIANCE WITH NEC STD #250 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. PROPOSED UTILITY PAD MTD XFMR 4 Riser Diagram - 60A 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% (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% #3 12' 2.99% (CKT 11) #12 3.42% NEW METER 1"C 3#4CU PANEL TYPICAL 100A BUS 60A MBC 120/240V 1P, 3W NEMA 3R #6G CU t s ' 60 AMP, 120/240V, 1 P, 3W 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 n Riser Diagram 100A G N.T.S O #6 AWG TO INCOMING TELEPHONE BOARD NEW METER 1-1 /2"C 3#3CU #6G CU PANEL TYPICAL 100A BUS 100A MBC 120/240V 1P, 3W NEMA 3R € I 100 AMP, 120/240V, 1P, 3W UNDERGROUND ELECTRICAL SERVICE 1-1/2"C- 3#3 *** CHANGE PER JOB *** #1/0 WG GROUNDING ELECTRODE CONDUCTOR (TYP. ALL) CONCRETE -ENCASED ELECTRODE n GROUND ROD METAL UNDERGROUND WATER PIPE 2 GroundingDetail N.T.S GROUND RING ALUMINUM CONDUCTOR EQUIVALENT: 1-112" 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 0.1172 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 IISSUE REVISIONS CLIENT Winward Building Group PROJECT Abbott Square I ADDRESS Simons Rd Zephyrhills 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 CARLO5 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 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 2011 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 -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 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 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 A B # BKR CIRCUIT DESCRIPTION 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 20/1 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 2011 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 D 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 A B A B # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION 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 20/1 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 WELECTRKALOWER 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 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 SHEET E500 f- 1/2" EXPANSION JOINT WING WALL MAXIMUM SLOPE 30 DEGREES EXPANSION JOINT WITH JOINT SEALANT 4" THICK CONCRETE SIDEWALK TRANSITIONS TO 6" THICK #4 VERTICAL REBAR _ 30" O.C. THICKENED EDGE BEAM COMPACTED SUBGRADE -� 3000 PSI POURED CONCRETE HEADWALL (6) #4 REBAR CONTINUOUS r� 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 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 CTURAL 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 FOOTING EXTENDS TO LIMIT 5. CUT ENDS OF PO TS SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT OF WING WALL SEE PLAN VIEW (I.E.COPPER NAPHT NATE) 6. ALL LUMBER TO BE P ED TO BE CROWN SIDE UP. III 4 4 p 4'40 4. • a. 4. a c 4 4 4 DECKING - SEE DOCK A CONSTRUCTION PLANS JOIST - SEE DOCK CONSTRUCTION PLANS 1 % SLOPE SIMPSON STRONG TIE FSA- HOT DIPPED GALVANIZED 0 FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST 0 0 0 2" AIR GAP -� FINISH GRADE ON LOWER SIDE OF HEADWALL- BLEND GRADE WITH GRADE AT END j OF SLOPED WING WALLS ATTACH TO HEADWALL WITH -� (2) 6" LONG 1/2" DIAMETER EXPANSION BOLT (� EXPDXY BOLT INTO CONCRETE HEADWALL 3'-0" =i A 1 CONCRETE HEADWALL- CONNECTION TO WOOD DOCK HS13 1 I" = 11-01' SIMPSON STRONG TIE H0212 at (2) " x 12" # 24" O.C. SIMPSON STRO TIE CB66 COLUMN BASE SET IN COLU POUR CENTER ON CONCRETE C UMN SLOPE TOP OF COLUMN AWAY FROM CENTER TO SHED RAINWATER- 2%SLOPE- SET CULUMN BASE LEVEL 2" x 6" DECKING 7!7,77 3" x 12" \� SIMPSON STRONG TIE A 6" x 6" WOO POST % HEIGHT RIES 3000 PSI POURED CONCRETE COLUMN 0 a FINISH GRADE I I #- III -III I I�II4 6" 24" DIAMETER ROUND 3000 PSI CONCRETE 13 MIN. °a I1-1 I COLUMN REINFORCED WITH (3) #5 VERTICAL 3-0"-i I I c I f I I I REBAR- TRIANGULAR PATTERN - STIRRUPS AT MAX. 18" O.C. VERTICALLY FOR STABILITY DURING POUR COMPACTED SUBGRADE II HOLD REBAR 3" FROM EDGE OF POUR (3) #5 HORZ EBAR AT 15" 2 \ C CRETE COLUMN SECTI � DELETED FROM PROJECT HS 13 1 1 /?,1" = V-a„ LIMITS OF WOOD DECK O 1 Q HS13 Q EXPANSION JOINT v. o DOCK AND OCK PERMITTING T INCLUDED IN CONTRACT (B OTHERS) k"\ 9-6 9 16 64 6-34' 9'- 6" 0 WING WALL AT 45 DEGREE ANGLE TO HEADWALL- SLOPE AT 30 DEGREE MAX. 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'-69161' 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 \POST STONG TIE AC6 MAX AALL SPLICES IN BEAMS TO BE CE 8 OVER POSTS. SPLICED CONNECTIONS SHALL p HAVE SIMPSON STRONG TIE PC66 POST CAPS 4 LIMIT OF DECKING 2" x 12" RIM JOIST ACH WITH (3) 3.5" 10d RING SHANK HOT DIPPED GA ANIZED 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 JOIST EQUALLY POST AND BEAM (BELOW) JOIST LAYOUT CUT DECK BOARDS AT CORNERS TO PROVIDE NO LESS THAN 112 BOARD WIDTH- LOCATE CUT BOARD(S) AWAY FROM CORNER s WOOD DECK HS13 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 NOT DIPPED GALV IZED NAILS 6 34 MAX. BEAM SPAN CENTER BEAM ON POST „ 6" x 6" POST - ATTACH TO FOOTING e> WITH SIMPSON STRONG TIE H0212 COLUMN BASE- STAINLESS STEEL R (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 T RIM JOIST WITH &S' 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 f- 3/16" GAP BETWEEN ALL DECK BOARDS E 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.3S605 PROFESSIONAL ENGINEER I E O T V L V J U. 0� � O M � Q � p O 0 a a p d N a IL V M � E Q �0) C d W N00J g NM gcn N N 00-1 M N Know what'sbelow. vo Call before 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 DECI DRAWN BY: )AZ DATE: 1116120 20009 HARDSCAPE DETAILS fiSl 3 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP 0'-12, STUCCO VENEER OVER PLASTIC LATHE - COLOR AND TEXTURE TO MATCH CLUBHOUSE BOTH SIDES OF WALL 6-0" ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE Q 10" MIS={ir=slll NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ON ALL SPLICES 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. 3'-6° VERTICALLY (EVERY THIRD COURSE) CONCRETE PAVER - SEE SCHEDULE OF SITE FURNISHINGS AND STRUCTURES TIE ALL REBAR CONNECTIONS WITH METAL TIES I II #5 REBAR DOWEL @ 24" O.C. ICI I I®I I I I (3) #5 HORIZONTAL REBAR CONTINUOUS, IUE� I I� I I I HOLD REBAR 3" OFF BOTTOM AND =11--i 11=111=1 -1 EDGE OF POUR ' #5 TRANSVERSE REBAR AT 24" O.C.- HOLD L 3" OFF BOTTOM AND EDGE OF POUR43000 PSI POURED CONCRETE !}_ ! I I- = I I- I I I I- II FOOTING- CONTINUOUS 3 -0 A4 COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 1 l RETAINING WALL AT POOL H S 14 1 1/2" = 1'-0" MASONRY COLUMN WITH FINISH GRADE EXIT SIDE VEHICULAR GATES 1/2" GAP FOR HINGEBRACKET- GATEFABRICATOR/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 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE 0' 12" $" X 8" X 16" CMU WALL MATCH COLOR AND TEXTURE PROVIDE #1 GUAGE HORIZONTAL OF CLUBHOUSE WALLS RENINFORCING AT 1 ST AND 3RD BLOCK COURSE ABOVE FOOTING 2-0" OR 1 6 ' �L II 2' 2" OR III! ! ! #5 REBAR DOWEL @ 32" O.G. 1 8, ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES ®6" MIN. 10" MAX, A (3) #5 HORIZONTAL REBAR CONTINUOUS, REBAR 3" OFF BOTTOM AND !� EDGE OF POUR III -ICI #5 TRANSVERSE REBAR AT 32" O.C.- HOLD - 3" OFF BOTTOM AND EDGE OF POUR i�I�--1 3-0 o 3000 PSIPOURED CONCRETE FOOTING- CONTINUOUS WALL SECTION COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL H S 1 4 _1/2" = V-0" 24" SQUARE MASONRY COLUMN - AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE a )1 VILLA GATED ENTRANCE ELEVATION HS14 I 1/8" = 114" JE VENEER LL ALL VOIDS WITH DNCRETE VENEER WALL TIES CNITDV QIIIC VCWI('I II AD C;ATCQ \_GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE COLUMN FOUR RAIL HORSE PROVIDE 3' GAP BETWEEN FENCE FENCE POST AND COLUMN r' r err rr �f rrr r •.:. r r r r rr .:...: • �. � rir 4r_6` 5'-0` rr 'r 77 '� r r r r rrr rrr r rrr FAUX STACKED STONE VENEER - rf CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' I --1l-1 Fes-! i _- 1. -i i 14*U! -7! 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 0-12 F, STUCCO VENEER OVER #5 BAR IN FILLED CELL, PLASTIC LATHE - COLOR 24" O.C. 25" OVERLAP ON ALL SPLICES TO MATCH VILLA BUILDINGS 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, 6" MIN. I HOLD REBAR 3" OFF BOTTOM AND 4 _� �I j-j EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C. HOLD d a I - 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE - FOOTING- CONTINUOUS =! VMS 30° COMPACT SUBGRADE AT ALL A FOOTING LOCATIONS 4 VILLA VEHICULAR ENTRANCE WALL SECTION H S 14 1 1/2" = 1'-0 6HT. PEDESTRIAN GATE NO ACCESS CONTROL .7 YV Iuc uuNutir-I C i. n—, r ui 1— 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 1 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 RD COURSE) 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 I- HOLD REBAR 3" FROM EDGE OF POUR ill -11 ! !-1 I 11-- i 1=11-1 I I -I I R 1=_1 ! 1 11 11=1- IJ11 I } _ I ,,: _! I� I - I I ! !-1 fl- U _ ! i- _ _ 11'-0" COMPACTED SUBGRADE a I!ll ! ; ! !-!!! l� I l l JL jI;E, !�"I-i-IE1-11 it IQjI ;lI1�11 3000 PSI POURED CONCRETE FOOTING - - - - - _ n _ 3'-6" X 3'-6" X V-0 'tZ 3'-6" �� REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND SQUARE BOTTOM TYPICAL °o COLUMN SECTION 0 r s FENCE CONNECTION TO COLUMN N 0 N H S 14 1/2" 11-011 a� U __....,.i.-,...era.. - •�.alp.._....�m:.r.�.,.�...n.r„-."�t..alfv.•e. .a;n:te_�rFr:-.- ..#w.l.�'A�Le#.J.n,;i� ,; ir.w imk.-71I.�1rc.,�U. i:.:+.,1. .ae�- - - .all MASONRY COLUMN WITH 3 SEC 2 STONE VENEER FILL ALL VOIDS WITH CONCRETE i- VENEER WALL TIES COLUMN FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' 6,_6" NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 112" 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 T RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 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 - i I _ HOLD REBAR 3" FROM EDGE OF POUR lIill!!I 11 �11 3000 PSI POURED CONCRETE FOOTING - 1_ I1=!!! ! = I I®!I -I I I !!� I 3-6" X 3-6" X T-0" 3 6" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND SQUARE \_ BOTTOM TYPICAL COLUMN SECTION COMPAQTED SUBGRADE 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION H S 14 1/2" = V-0" 4'-816" l 1 4a' 6 4 COLUMN CAP "cb ISOMETRIC WALL CAP ISOMETRIC _i_ MIN pq p NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE" NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (813) 8864761 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-16" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50' ON CENTER 05 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 ! COMPACT SUBGRADE AT ALL 2 FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) a 0'-10" i SECTION 3 PRECAST CONCRETE WALL CAP 1 53„ MODULAR BRICK- OFFSET LAYOUT TO STRUCTURAL BRICK 8 CREATE DENTAL BLOCKS AT TOP OF WALL 0_411 8 1 MIDPOINT OF WALL SECTION C n STRUCTURAL BRICK (BELOW) STRUCTURAL BRICK �7G 3/8" MORTAR JOINTS P. 0' 111" 2 15,1 0 -416 3'-6" 3'-0° 0'-11 g' U-41-5" #5 VERTICAL REBAR 11 7 8 O.C. #5 VERTICAL REBAR 3-6" 1 415/16" O.C. WALL FOOTING (BELOW) COLUMN FOOTING (BELOW) SECTION 1 7 STRUCTURAL BRICK WALL HS14 1/211 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 I--- V-6" --I PRECAST CONCRETE COLUMN CAP STRUCTURAL BRICK 1' 6" ImazImM (BELOW WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER 4 �l i� J a. i < co E a r- cs O 9 M� J z 0m Q 300 a �CNI a a '� � U t!> W .Q E U m = Q Z w w d � p J 'a ao T N M oM 0 C4 h Kno what'sbelow. 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: ]AZ DATE: 11/6/2o 20009 HARDSCAPE DETAILS fis i4 G ADJUST SOIL COVER FOR GRADE CHANGES (2) 2" x 10" PRESSURE TREATED PINE BEAMS - WITH SEMI -TRANSPARENT WOOD STAIN BEVEL CUT END OF POSTS AT 45 DEG. -\ A SIMPSON STRONG TIE APDT2-6 ` 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" =PO =+APG 4 217 THICK PRECAST CONCRETE CAP COLOR: "WHITE" PROVIDE SLOPE — AWAY FROM POST FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' FINISH GRADE • • 11 SECTION THROUGH MIDPOINT OF SIGN 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL "U" CHANNEL - WELD 45 DEG. CORNERS A 3" x 3" x 16' STEEL TUBE WELDED LIMITED GRINDING OF WELDS TO SIGN FRAME TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS 4" x 4" x 10' BLACK LOCUST PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS OR DOUBLE KILN DRIED CEDAR PAINTED FINISH "BLACK" STACKED INTO "U" CHANNEL - DOUBLE SIDED SIGN WELD CORNERS OF "U" CHANNEL AT GATED ENTRY A AFTER STACKING TIMBERS - $" x 6" BOLTS THROUGH TO ADD TEXT SELECT LUMBER TO NOT BE WARPED BEAMS AND STEEL "VILLAS AT" ABOVE APPLY CLEAR STAIN PRIOR TO LETTER/ SUPPORT - PAINT ABBOTT SQUARE LOGO INSTALLATION HARDWARE "BLACK" TEXT TOUCH UP AFTER TIGHTENING BOLTS 6" BOLTS FOR COLUMN CONNECTION A V-5" MATERIALS AND FINISHES 14'-38"-MAY VARY DUE TO VENEER THICKNESS DIMENSIONED ELEVATION 1 ENTRANCE SIGN H 115 1/2" =1-4- 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) 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" • CAULK JOINTS TO PREVENT WATER INTRUSION _ 3-0" SQUARE 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 �— #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 1/2" OVERHANG FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' 1 TIE ALL REBAR CONNECTIONS WITH METAL TIES F- 3-0" -i 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 ♦ 4 3'-0" • . • • • • e • • .e4. A. ♦' .•. a ♦. '♦. � A. ♦V :,• • • d . ' 16-6" A SIGN BASE FOOTING #5 VERTICAL REBAR COLUMN AT ALL CORNERS r STONE VENEER STONE REBARSIGN WALL VENEER WALL TIES COLUMN #5 VERTICAL FILL ALL CELLS WITH CONCRETE SUN i -NA INN SECTION THROUGH SIGN BASE A O OCL �aQ 90 Q w z 0 r is O � n L M n J C W U- CS LA Q 3 0 O oe O U)COOCOOC N � a � Z W � N � d p O J -8 M N C; O � O M N N • Q C) = 0 M CL N M Q Kno what'sbelow, ® Gall before you dig. REVISIONS: NOTES: 1. 3/12/21 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR CITY REVIEW COMMENTS STRUCTURAL ENGINEEERING ONLY 2. 4/19/21 2, DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CITY REVIEW COMMENTS CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH 3 8/2/21 EXPOSURE"C" HARDSCAPE WIND PRESSURE: 36.3 PSF PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEEERING MODIFICATIONS DRAWN By: 1Az WILLIAM G. REIDY, P.E. DATE: 11/6/20 REG. NO. 35605 PROFESSIONAL ENGINEER 20009 HARDSCAPE 21 DETAILS L I PREPARED BY 11 TF- - - - - - - - 17 zzzz� Z -i f w ieLECTRICAL OPOWER DDES IGVNS P,O.BOX 272517 TAMPA, FL 336M TEL 813-600-5136 FAX 813-425-4882 E-MAIL: caHos@epd-fl.com CARLOS M. ORAMA, PE, ELECTRICAL ENGINEER PE #60205 CA #27385 IISSUE REVISIONS I CLIENT I Winward Building Group I PROJECT I Abbott Square I ADDRESS I Simons Rd Zephyrhills Florida I SHEET NAME I Site Plan JOB # BY E21-250 I 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 0S M. NO as � : �z Z 40 CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET Key Plan 1"=126-0" E000 PREPARED BY a® - ,I Power Plan - Heavy Timber Structure 'A' 1 118"=1'-0" I i I I I I I 1 i VTED ON POST I I I C-1 I I I I I 1 I I I B I I I i I I I I 1 I I I I I 1 2 Power Plan - Heavy Timber 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 e 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 FF ELECTRICAL PC7WER DESIGNS P.O.BOX 272517 TAMPA, FL 33688 TEL 813-600-5136 FAX 813-425-4882 E-MAIL: carlos@epd-fl.com CARLO5 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. GENBF •' ''i �=. C •�•�/Ftom" �NAL,s,��� CARLOS M. ORAMA, PE NOT VAUD UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER 3 Power Plan -Heavy Timber Structure 'C' Power Plan - 1/8"=1'-0" Timber Structure 'D' SHEET El 00 1 Power Plan - Gazebo and Entrance 3(32"=V-0" I I I I �( I I I I Pi I I I I I I a I i 1 I I I I I I I I I i I I I I I I I i I I i I I I I I I I I i I I I I I I i I I I SWITCH SCHEDULE CALLOUT SYMBOL I QUANTITY Generic Switch 5 I 0 I 1 b b J S 7 P e x 0 J _ b 0 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 31� KFL1-8L-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 t PREPARED BY ELECTRICAL PCxWER DESIGNS P.O.BOX 272517 TAMPA, FL 33688 TEL 813-600-5136 FAX 813-425-4882 E-MAIL cados@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 M. s�i '•, STATE OF bUAI- CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E200 O PREPARED BY ELECTRICAL POWER G ESCGNS 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 1 Z 15-21 SCALE 'I AS SHOWN THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R i0 STATE Of R-Z' �J�a'�illlrt�t� CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER 1 Power Plan -'Villas Entrance' 3/32"=V-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 #250 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. PANEL PANEL TYPICAL TYPICAL 0 100A BUS 0 100A BUS 60A MBC 100A MBC NEW 120/240V NEW 120/240V METER iP,3W METER 1P,3W NEMA 3R NEMA 3R PROPOSED 1 "C PROPOSED 1-1 /2"C UTILITY 3#4CU UTILITY 3#3CU PAD MTD PAD MTD XFMR XFMR #6G CU I #6G CU I I I 60 AMP, 120/240V, 1 P, 3W 100 AMP, 120/240V, 1 P, 3W UNDERGROUND ELECTRICAL SERVICE UNDERGROUND ELECTRICAL SERVICE 1 "C- 3#4 1-1 /2"C- 3#3 ALUMINUM CONDUCTOR EQUIVALENT: 1-1 /2" C- 3#2 AL. 1 Riser Diagram - 60A Riser N.T.S 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% (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% #3 12' 2.99% (CKT 11) #12 3.42% GROUND ROD rj Grounding Detail L N.T.S METALFRAME OF BUILDING SERVICE - EQUIPMENT ALL CONNECTIONS MADE WITHIN 5 FEET OF POINT OF ENTRANCE OF PIPE #6 AWG TO INCOMING TELEPHONE BOARD METAL UNDERGROUND WATER PIPE 100A **" CHANGE PER JOB *"* #1/0 WG GROUNDING ELECTRODE CONDUCTOR (TYP. ALL) CONCRETE -ENCASED ELECTRODE GROUND RING ALUMINUM CONDUCTOR EQUIVALENT: 1-1/2" C- 3#110 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 1 5,340 0.021 0.007983 1 #3 0.047 0.25 12' 0.0005 0.0029 248 0.4687 0.1172 ON-- 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 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 W , y `A s V\ I ° : t �TIAI C OF °` 4 �� fi�OR6Dp; •'s��� -•�1�111t1i`` CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SAIf�iIAII�flF.iHPF!I S71FI!1wpfflff". �®nffiFnIm P11I�11�1�110®1��� 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 A B A B # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION 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 2011 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 2011 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 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 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 A B # BKR CIRCUIT DESCRIPTION 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 20/1 RECEPTACLE 0.18 10 20/1 SPACE 0 11 2011 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 --r3.64 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 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 1 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 D 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 # BKR CIRCUIT DESCRIPTION A B A B 1 20/1 LIGHTING 0.2 2 20/1 SPACE 0 3 2011 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 2011 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 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 A B A B # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION 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 20/1 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 ECECTl2tCAi Pt7WERDESIGNS P.O.BOX 272517 TAMPA, FL 33688 TEL 813-600-5136 FAX 813-425-4882 E-MAIL: caHos@epd-fi.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 AS SHOWN THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R 205 8 ATE 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 01-91, a _ .- 135° #4 VERTICAL REBAR _ 30" O.C. THICKENED EDGE BEAM COMPACTED SUBGRADE -` � 3000 PSI POURED CONCRETE HEADWALL (6) #4 REBAR CONTINUOUS ATTACH To CAGE WITH METAL TIES #4 REBAR CAGE- 6" HT. x 24" WIDTH - VERTICAL AND HORZ. REBAR AT 30" O.C.- HOLD 3" OFF BOTTOM OF POUR D FOOTING EXTENDS TO LIMIT OF WING WALL SEE PLAN VIEW DECKING - SEE DOCK 4 CONSTRUCTION PLANS 1 _0 JOIST - SEE DOCK CONSTRUCTION PLANS 1% SLOPE ° 3" MINId SIMPSON STRONG TIE ° FSA- HOT DIPPED GALVANIZED o FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST °. 0 0 2" AIR GAP t44 °i FINISH GRADE ON LOWER SIDE OF HEADWALL- BLEND -6" GRADE WITH GRADE AT END OF SLOPED WING WALLS a ° • I d a . ATTACH TO HEADWALL WITH (2) 6" LONG 1/2" DIAMETER EXPANSION BOLT -III-III- III --III=1 I I=1 I I -I I 1-I EXPDXY BOLT INTO CONCRETE HEADWALL 3-0" 0000- ZL 1 CONCRETE HEADWALL- CONNECTION TO WOODrOCK HS13 "' _ "-O" NOTES 1.\LUMBERTO IGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. 2. DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. 3. CTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE UTHERN PINE WITH EASED (SANDED) EDGES. 4. S L MEET THE REQUIREMENTS OF ASTM F 1667. BOLTS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.1 5. OF P TS SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT ER NAPHT NA 6. ER TO BE P ED TO BE CROWN SIDE UP. DOCK AND OCK PERMITTING T INCLUDED IN CONTRACT (B OTHERS) O 16 6-34' O 6-34' O LIMITS OF WOOD DECK g'-69" 1 HS13 WING WALL AT 45 DEGREE ANGLE v TO HEADWALL- SLOPE AT 30 DEGREE MAX. D EXPANSION JOINT D v v 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 2 S13 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 STONG TIE AC6 MAX AND POST Q D a _ ALL SPLICES IN BEAMS TO BE CENTERED D a OVER POSTS. SPLICED CONNECTIONS SHALL - p HAVE SIMPSON STRONG TIE PC66 POST CAPS .. 4 LIMIT OF DECKING D v o v \ SIMPSON STRONG TIE H0212 2" x 6" DECKING 2" x 12" RIM JOIST ACH WITH (3) 3.5" 10d RING SHANK HOT DIPPED GA ANIZED NAILS AT EACH JOIST OR BEAM (2) " x 12" # 24" O.C. 2" x 12" JOISTS - ATTACH TO BEAMS WITH SIMPSON 3" x 12" STRONG TIE HU212-HDG FACE MOUNT HANGERS SIMPSON STRONG TIE A MAX MAXIMUM ON CENTER SIMPSON STRO TIE CB66 JOIST JOIST SPACING = 24" -77 COLUMN BASE SET IN GOLU POUR 6" x 6" W00 POST SPAN SPACE JOIST EQUALLY CENTER ON CONCRETE C UMN HEIGHT RIES SLOPE TOP OF COLUMN POST AND BEAM (BELOW) AWAY FROM CENTER TO SHED RAINWATER- 2°� SLOPE - SET CULUMN BASE LEVEL 3000 PSI POURED CONCRETE COLUMN FINISH GRADE � III ._°I i I=11 I6" I=1 I I-i! II M II� I= I I=I I ( I I �II I I 24" DIAMETER ROUND 3000 PSI CONCRETE 3" MIN. '. .:, Ii I COLUMN REINFORCED WITH (3) #5 VERTICAL 3' 0" {- = I { °' 4 I I-{ (( REBAR- TRIANGULAR PATTERN - II II (I f IIII I I ° STIRRUPS AT MAX. 18" O.C. VERTICALLY FOR III 1 " 4 STABILITY DURING POUR - III� III. `'�•� • : II COMPACTED SUBGRADE - - - - = HOLD REBAR 3" FROM EDGE OF POUR (3) #5 HORZ. EBAR AT 15" 2 CO CRETE COLUMN SECTI HS13 1 1/ = 1--o" U a. °o d 0 N 0 N s 0 U ® DELETED FROM PROJECT JOIST LAYOUT CUT DECK BOARDS AT CORNERS TO PROVIDE NO LESS THAN 1/2 BOARD WIDTH- LOCATE CUT BOARD(S) AWAY FROM CORNER s WOOD DECK HS13 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 ROO/ZE 8. BASED ON THE 2020 FLORIDA BUILDING CODE & DOCK AND DOC/SAW PERMITTING NODED IN CONTRACT (BS) 3" x 1H SAW (NON DIMEBEAMNA SE OF (2) 2" x 12" LUMA TO POSTWITH STRONG TIE AC6MAX HOTALVANIZED FILL ALLHOLE.5" 16d HOT DIPPED GALVNAILS 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 RIM JOIST WITH 3.5" 10d HOT DIPPED GALVANIZED RING SHANK NAILS AT 8" O.C. A 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 I- 3/16" GAP BETWEEN ALL DECK BOARDS LADED 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 pep. A� lrl E 0 r v co O �C L 0 Mm J z �000 < O O a y O N � t J M �E Q �yz W to N_ 0 A N0:3 -0 co N ch O O N N 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 ENGINEERING MODIFICATION- DELETE DEC DRAWN BY: JAZ DATE: 11/6/20 20009 NARDSCAPE DETAILS HS13 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP 2'— STUCCO VENEER OVER PLASTIC LATHE - COLOR AND TEXTURE TO MATCH CLUBHOUSE BOTH SIDES OF WALL 5`-0" ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE ® 6" MIN. 10" MAX. fil e) :I NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ON ALL SPLICES 8"X8"X16"CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 3-6° CONCRETE PAVER - SEE SCHEDULE OF SITE FURNISHINGS AND STRUCTURES TIE ALL REBAR CONNECTIONS WITH METAL TIES #5 REBAR DOWEL @ 24" O.C. 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 2-2" OR 1'-6" 1-8" #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 1 - sill =III JIi Q �-i' �- [ 6' MIN. { —{{ — � I=1 M-1 (3)#5HORIZONTALREBARCONTINUOUS,10 MAX. {� i { I ( - I {. HOLD REBAR 3" OFF BOTTOM AND = { I f a I I— I ( { f={ { I I f=l l EDGE OF POUR <. {` Q;. I GI - l i 1 #5 TRANSVERSE REBAR AT 24" O.C,- HOLD /� • {� { I 3" OFF BOTTOM AND EDGE OF POUR 1'� ll f=1(� II f !=! {� 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS 3-0 3o° ----- WALL SECTION 4 COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 1 RETAINING WALL AT POOL HS14 1 1/7' = 1--o" 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 5' WIDE CONCRETE SIDEWALK 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 1ST AND 3RD BLOCK COURSE ABOVE FOOTING :#5:RE=RDW=L@@2" O.C. ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 32" O.C. HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL HS14 1/2" = 1--o" 24" SQUARE MASONRY COLUMN - AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE 4 VILLA GATED ENTRANCE ELEVATION HS14 1/8" = V-0" FOUR RAIL HORSE FENCE PNTRV CIf1F VR-11(:1 11 AR r_'ATFf2 GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE STONE VENEER FILLALLVOIDS WITH CONCRETE i - VENEER WALL TIES 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 012 F STUCCO VENEER OVER #5 BAR IN FILLED CELL, PLASTIC LATHE - COLOR 24" O.G. 25" OVERLAP ON ALL SPLICES TO MATCH VILLA BUILDINGS 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) 6.011 #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, MIN. HOLD REBAR 3" OFF BOTTOM AND GE OF POUR61 ED 1 ., , _ #5 TRANSVERSE REBAR AT 24" O.C. HOLD . .Q 3" OFF BOTTOM AND EDGE OF POUR 1 -0 holl . _ �-{ I 3000 PSI POURED CONCRETE - I I I [ i FOOTING- CONTINUOUS Mi _If I —I { I� II' 3-0" COMPACT SUBGRADE AT ALL ® FOOTING LOCATIONS 4 \ VILLA VEHICULAR ENTRANCE WALL SECTION HS14 1 1/2" = 1'-o,, 6HT. PEDESTRIAN GATE NO ACCESS CONTROL �' VVIIJC IiVIV4r t'SC I C SIDEWALK NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY I IIYIVI 1 4II U-�tJL 2 112" 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 COURSE) "'--- 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 tom— 3 6 SQUARE COLUMN SECTION 6 FENCE CONNECTION TO COLUMN HS14 1/2'- =1,-0° 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 1 Alls FINISH GRADE - MIN. 6" COVER - 3000 PSI POURED CONCRETE FOOTING 3-6X 3'-6" X 11-0" '11: REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL NOTES: 1. FILL ALL BLOCK BELOW GRADE rE. 'AUGE HORIZONTAL IRID AT 24" O.C. =CAST WHITE CONCRETE COLUMN CAP DF CMU COLUMN WITH 1/2 DIA. ANCHOR EMBEDDED 3" MIN. INTO COLUMN BLOCKS ON TOP COURSE OF COLUMN- WITH TENTS- FILL ALL CELLS WITH CONCRETE JMN 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 3000 PSI POURED CONCRETE FOOTING I I I_ 11-1I 1-1I 1 I� { Q 11 �f I I-Q i IQ I I ! ={ I �i 3'-6" X 3'-6" X T-0" 3'-6" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND SQUARE BOTTOM TYPICAL COLUMN SECTION COMPACTED SUBGRADE 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION HS14 1 1/2,, = 1'-o„ 4'-816" 4�y6 w°l6 COLUMN CAP ISOMETRIC WALL CAP ISOMETRIC A .1 J a . . a y✓ HOLD REBAR 3" FROM EDGE OF POUR—/ TIE ALL REBAR CONNECTIONS WITH METAL TIES STRUCTURAL BRICK (BELOW ELEVATION i— PRECAST CONCRETE COLUMN CAP 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-16" MANUFACTURED BY AAA CAST STONE (941) 721-8092www,aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50' ON CENTER 45 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 ��__,3FF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS L-jL-Jon SOLID MODULAR BRICK (BELOW) 01110 a SECTION 3 STRUCTURAL BRICK 1-58 1'-58" 3/8" MORTAR JOINTS (rYP.) 0' 112' M3200M OI.52, 3'-01' 91�7 0'-11L, #5 VERTICAL REBAR ��L11 7/8" O.C. #5 VERTICAL REBAR 4 15/16" O.C. WALL FOOTING (BELOW) STRUCTURAL BRICK 0'-4L 5" 3'-6" 0'-4-55" I- �— 3'-6" COLUMN FOOTING (BELOW) SECTION 2 SECTION 1 0' PRECAST CONCRETE WALL CAP MODULAR BRICK OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL 0'-44" MIDPOINT OF WALL 0'-44° STRUCTURAL BRICK (BELOW) 7 STRUCTURAL BRICK WALL HS14 1/211 = 11-0° 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 Pk v� l E 0 r V o� M � -� C N LL G � O 9 Z 0 0 L1 O 41 N =J IL U N �E M 3 UI CO)�z W N U) d O :3 -ry (0 N M O M a n N Kno what'sbelow. ®®0/00.0 all before 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 MODIFICATIONS DRAWN BY: ]AZ DATE: 11/6/20 20009 HARDSCAPE DETAILS fis�4 17'C ADJUST SOIL COVER FOR GRADE CHANGES (2) 2" x 10" PRESSURE TREATED PINE BEAMS - WITH SEMI -TRANSPARENT WOOD STAIN BEVEL CUT END OF POSTS AT 45 DEG. u SIMPSON STRONG TIE APDT2-6 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" SIMPSON STRONG TIE 4 16" APG (4 PER POST) _ POST BASE SIDE PLATES COLOR: 'BLACK" 2 17' THICK PRECAST CONCRETE CAP COLOR: "WHITE" PROVIDE SLOPE AWAY FROM POST FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' FINISH GRADE a m 0 N 0 N 0 N 0 u • • SECTION THROUGH MIDPOINT OF SIGN 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL " " x 3x STEEL TUBE WELDED U" CHANNEL - WELD 45 DEG. CORNERS 36 LIMITED GRINDING OF WELDS TO SIGN FRAME TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS PAINTED FINISH "BLACK" DOUBLE SIDED SIGN AT GATED ENTRY 4 8' x 6" BOLTS THROUGH TO ADD TEXT BEAMS AND STEEL "VILLAS AT" ABOVE SUPPORT -PAINT HARDWARE "BLACK" ABBOTT SQUARE TEXT TOUCH UP AFTER TIGHTENING BOLTS 1'-T MATERIALS AND FINISHES 14'-38"-MAY VARY DUE TO VENEER THICKNESS DIMENSIONED ELEVATION 1 ENTRANCE SIGN k HS15 J 1/2" =1--0" 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 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" '• CAULK JOINTS TO PREVENT WATER INTRUSION IF a ,' • G. 1' 0 .._,.'_. _ 3'-0" SQUARE 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 �- #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 1/2" _ OVERHANG FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' m TIE ALL REBAR CONNECTIONS WITH METAL TIES •d . I--- 3-0" —I 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 14 ..• 'a • 4. ... • •'•4• • :e, d 3-0" • • • • s •' e' • • .,Q• : e ;.: •d y a•d .•,• 'w..A A• a 'e •e •.d ' • .•• a '• ♦ d e. •• a ...� • •♦ 15'-6" SIGN BASE FOOTING #5 VERTICAL REBAR COLUMN [ AT ALL CORNERS STONE VENEER ,'TONE VENEER COLUMNSIGN WALL VENEER WALL TIES #5 VERTICAL REBAR / I P40 WITH CONCRETE /,FILL ALL CELLS IT,Sm w 11��1�s 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 �pAP 2 c A O CL z E O r V O 1 ti f- CM u- A O M Q O C N d C J a u si E V M O Z a N 2 A co a co L. T- N ri O � O � N N Q A � 0 p Q ry0� Z�� a Q 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: )AZ DATE: 11 /6/20 HARDSCAPE DETAILS HS1 5 9L 0 O / s• LAKE / 6' WIDE CONCRETE TRAIL- X ' 'rCALL BOX 1 -' I ' HS15 e e G lI ---------------------------- o' 4: 00' --- ... i SEE SHEET HS2 FOR SQ. FT. e/' % -SETBACK I /-j'CENTER IN LINE -/ _,- ' " MEDIAN ENDED I 1 p. I I WETLANDS LINE AA A-------------------------------------------------------------- - 0 I S 50 0 --- '- -- -� --i-- / -- - �O�/ HALL FLA y k� � 55.00' '� . � _ -''"" .v.......� � ®"r--•-_•_'...- "_`._.....-_.- _.._. � _ i ' CONTRACTOR S A ioCENTER�A E OF MULCH IT `i< POND I j LANDSC/APE ARCHITECT TO "r' j REyfEW AND APPROVE LAYOU ; ✓' ; , /. ' i j PRIOR TO TRAIL INSTALLATIO 34.34' f , , HS15 HS15 i g PROPANE TANK - % SINGLE SIDED MONUMENT i '�< f RUN LINES TO �'' - " ✓` ' 2 ` R50.00' d + ' SIGN - EACH SIDE OF ROAD BBQ GRILL AND / HS4 \ FIREPLACE 5::: POND HS3 .�, a:• s � ' ,.: ��i ' iEE i ' I 78.74 / I I / '----- � ` � � R30.00' f HEAVY /�' TIMBER \ s ` STRUCTURE R75.00 BB E r _R50.001 28.68 2 18' ae li HS12 •' , ,r bs. a ^' _KKI ;6' WIDE�'� JLCH TRAIL - SEE SHEET FOR SQ. FT. 695 SQ. FT. CLAY BRICK PAVER PATIO POND (HH�� 63.47' WETLANDS '---------------------------------------------------------------------------------- J \ 1 LL 38.67 I ----------------- \ ��/ r--------------------------------------------------------------------------� ---�-- 141 F 109.60' AA* 720 SQ. FT. �" �• I ' I ,' I 1 6' WIDE R � � :•:,: LAYOUT DIMENSIONS FROM ONCRETE TRAIL` s • CENTERLINE OF OBJECT TO 5 ,j' R.O.W. LINE (TYPICAL) I 2%' .1 4' ( , POND s ' HS4 2 I ' Y HS4 1 ' J 3 1 F HS3 i I ' GG 2 o F NCE AT LIFT STATION - 110.54 ' " , `;' ,� �°�;; HS4 CI ENG. PLANS FOR DETAILS `''. 28.12' s , : _ _.. Gameroom 61 rrcr SIDEWALK i / K 8.67 , I � ' •; � 4' � fir, r r ' UT DIMENSIONS M 12' / ` 16' `"`' ERLINE OF OBJECT T ' R.O.W. LINE (TYPICAL) , t 8 1 iQ. FT. �; AA 32 8.00' "RETE ° ' `: 95. 9' .�7. AA I I 19/'14' '` :WAL / .... q 22.00 1 �� �tF t i:i't�'�i I,tiiiliillll .y � s. �`a. c -" t - � �... _� i i - • • • - A- �n �����,� 1fY � p p p © � © •• Amenity • f �} ter: �- . �R ,r'7 pool i�����f r walls ` R� _ ® 1 6"'W„`' may ••••. ©€_ .. � i • •io rYr� r:....... .. CENTERLINE OF PARKING LOT ISLAND MATCHLINE SHEET HS7 YL SCALE: ALL WORK SHALL COMPLY WITH PREVAILING: �•v".� ��; �' ° �, � � ,` . �� CODES FLORIDA BUILDING CODE, if 1 7`,, �`"—`�� �" j� NATIONAL ELECTRIC CODE, �, i 'I = LSO AND THE CITY OF ZEPHYRHILLS . ' l ORDINANCES NORTH VON Zo' 40' 80' bo' V) I Z i O LA UT DI NSION FR M CE TERLINE OF CO,�UMN TO RAW. LINES to )ACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE ARCHITECT LANDSC4p F �4�9 EW LA0001653 y ; STATE ti OF �LORIO * aCL x ' < W 0 r, o L 2 " -a -1 _ in �oCC" Q 3 00 -Q o ;n Co R N a mt� � a Z W N V N � N O J -0 N !� od N M r04 - C3 < to � wpj z� (JCL � z Kno�aq'i below. you di g. REVISIONS: 1. 3/-12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED a DRAWN BY: }AZ DATE: 11/6/2o 20009 HARDSCAPE PLAN f-IS5 r s I / � �' 63.47 LAKE may/ 6' WIDE CONCRETE TRAIL- SEE SHEET HS2 FOR SQ. FT. f:Y AA ; '``' 19100.00' I / i I 55.00' / /CONTRACTQA SHALL FLAG 1 ' PON j CENTERJ E OF MULCH TR�I� LANDSCAPE ARCHITECT TO I `V j REAW AND APPROVE LAYO 34.34' j PRIOR TO TRAIL INSTALLATIO ra .V k PROPANE TA 2 ;51'; 050.00 RUN LINES T( a I BBQ GRILL Al HS4 j t; 1 FIREPLACE 5 I , ' HS3 ' 78.74' 6; . T , R30.0( HEAVY yT \ TIMBER R75.00' BB �� E STRUCTL R50.00' 28.68 . 2.3 ' KK a.. MATCHLINE SHEET LS5CALL BOX 1 r� HS15 Cn WETLANDS I N LA UT I - SETBACK CENTER IN ; , DI NSION /' - MEDIAN ., L_ E SIDED LINE ; FR M 0 NT SIGN CE TERLINE OF WETLANDS LINE -� COLUMN TO W. LINES / A , -- ------------------------------------------------------------------- -- - -- 50.00' ___ , I - 1 G HS15 I I SINGLE SIDED MONUMENT i I SIGN - EACH SIDE OF ROAD01 i I I I POND ' �i •. ' i ✓ � j i I I � e , \ I 1 f � 6 WIDE ��. 3 ,' �'"------_----- -� r LCH TRAIL- 38.67' LL r--_ �-----_-_-------------------------------_---------------------®------- ®_-_ _�_ SEE SHEET 4 FOR SQ. FT. ' 4i .,? '.:. 6' �i I 695 SQ FT CLAY ''•..109.60' ; ' i ' BRICK PAVER PACAA TIO I POND. I 720 SQ. FT... , I 6' WIDE R -: LAYOUT DIMENSIONS FROM ONCRETE TRAIL CENTERLINE OF OBJECT TO R.O.W. LINE (TYPICAL) I I POND ' HS4 /° % � 2 I I HS4 I i HS3 I I F NICE AT LIFT STATION - e� ' 1'' HS4 I CI ENG. PLANS FOR DET28 AILS ' ... .12' Gameroom ' Y.. .. 6' f / SIDEWALK I � / i a• 8.6T i I OUT DIMENSIONS ENTERLINE OF OBJECT T `f= 16' ni c� R.O.W. LINE (TYPICAL) //, 407 SQ. FT. /,' AA 3 8.00' CONCRETE 95. 9' F�2 AA -' 19DE AL/'74' °a 64.85' 44.00' 2 ' 2 �. ' R30.00' HS4 <I= I I HS3 :; HS3 HS14 F T 40.48' {r. I .48' T 2 4' I Wall ' / HS14 HS14 544 L.F Playground Pool wall PICKET FENCE WIT 43.35' (4) 4' GATES WITH CCESS ; FF Q W • Y CONTROL DEVIC S S G H 89' I I A / I :Ilvi Amenity center and I ool Planter walls p 1 # 4 4 S HS7 y /mil / V V C iy I CATCH BASIN - ..: 61.30' I e.. Shade structures EE CIVIL ENG. Ramp wall PLANS PLAYG ° oMULCH I cc LL ILL Y x'rc yxu. •r T I 112.68' ' r r / SEE INSET FOR ' � � 00 1.00' .82 , 1,6 L.F. 6' HT. SOLID 17.92 POOLDECK 2 I ' ' LAYOUT DIMENSION 6 ' I ��! ,�'VC FENCE WITH (1) , I �' 4' SINGLE SWING" OG Shade structures GATE AND (1) 8' F., I , / DOUBLE SWING HS7 1 I / GATE 3 2 Z�' 0 E HS4 1 Q by / PRO ANE TANK - RUN ; AA P LINE TO GRILLS 2 i � , I AA HS4 507 SQ. FT.IF ' CONCRETE I , SIDEWALK 2 2 ' I i 2 � HS4 HS4 HS4 I CLUBHOUSE AND POOL ALIGNED TO I ' ' CENTERLINE OF PARS LOT ISLAND 1 MATCHLINE SHEET HS7 I / % � /Ub A � .00, ! A i ' 7.04 i 18.30' 5.00 RAMP SLOPE 30.00' 6.00' APPROX.1:20 3.00' 8�00' 82.30 _ • 5.0 8.00' 5.0 , ! 12.3 18.00' ° 1-` 8.00', ! „ 60 HT 's` 1 .00 I FIELD VERIFY I--' 5.00` n e I ! WALL ;' FLOW 8.00' 4.00 7.50 18,50 FLOW OO 24" HT. RETAINING ' 5. 18.00 � WALLS 00' . Il 77.67' 75,67J 1:12R4MP 6.33 FIELD VER � 12.90' FIELD VERIF , o 94.00' � � ' 5 00' 18 HT RETAINING WALL 6.00' 0 G S 1�,5.00� 00 I / FLOW 91 3: 1$.50' i 48.00 I I i CENTER o� 12300' 1r 14.25' 1.50' 00 46.30' I 18 RAISED 0 -�- 7 �� Q 8.0 LL� �+ LL 36.00 52.00 �! 45 DEGREES oI ! TERRACE ON F`, LL L 3. 0' o POOL ISLAND �- 30.0 .00' 10.0016.00 -- ; LL� 7.00' ■ 5.00, l 3.UU3.00 5.75 1 24 00 10.00, 00' I � 4.00' .00 12" TREADS WITH (3) 6" RISERS 15,00 23.21' ' 9.27' FIELD VERIFY 30.33' WALLS TO BE FINISHED WITH FIELD VERIFY ; 24.25' STUCCO TO MATCH BUILDING 8.67' ® STUCCO COLOR AND TEXTURE ON ! I I 5 00' ALL EXPOSED SIDES - CAP TO BE DOUBLE BULLNOSE , 10.00 PRE -CAST CONCRETE "WHITE" WITH i I 1 1/2" OVERHANG EACH SIDE 5.00' 1 62.17' 3, 28 SQ, FT. i CENTERLINE OF FIELD :, NCRETE SIDEWALK o LLI CENTER ON o POOL AND VERIFY 90 DEGREES ' I PARKING LOT ; CLUBHOUSE ISLAND 93.25 I I ! POINT OF ORIGIN OF POOL/BLDG. CENTERLINE CONTINUES AS CENTERLINE OF ROADWAY a - ! t � ! I i I I6 � � i CLUBHOUSE/POOL LAYOUT INSET SCALE: ill _ 401 NORTH 0 20' 40' Sol 166 \ e \ r e � \ r \ \ r 0 11 JACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE RCHITECT �NNDSC4p EW o LA0001653 �* r STATE y OF W FLORIW* O ^� A Q�C� zzIt 0 0 CL N M Fig I� Kno a h&101re I0 . � youdig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED 4• DRAWN By: JAZ DATE: 11 /6/20 20009 HARDSCAPE PLAN I / LAKE / s / s 6' WIDE CONCRETE TRAIL- , 63.47' WETLANDS ' FIrC ALL BOX 1 / HS1 , rf - --------__ �.. `. 50' - I SEE SHEET HS2 FOR SQ. FT. f >y `'`®'' ` '' `SETBACK LINE a CENTER IN ®®/'_ � MEDIAN DOUBLE SIDED � 1 �• o x MONUMENT SIGN �. WETLANDS LINE ------------- s AA j' 1r R100.00' �- ---- -------------------------------------------------- -- 50.00' ----- �.I '- CONTRACTS SHALL FLA ;fir I i j CENTERJ-.IiVE OF MULCH TRI• °< POND '° '''� A - O ' - - - '" + I LAND,Sm�APE ARCHITECT TO G I j REyiEW AND APPROVE LAYO 34.34' ®® PF3iOR TO TRAIL INSTALLATIO,'°• - - HS15 I e PROPANE TANK - ,r s 1 SINGLEkE)ED MO�}�IC4EF ra RUN LINES TO A SIC '`= EACH SIDE OF ROAD 2 \` R50.00 BBQ GRILL AND I HS4 ,: I e ��, � FIREPLACE � fi /, : 4...• • ,. I POND I � ° HS3 I , ® ' 78.74' _' '°, �: ""m.."`"t.o-<^" ® ®, as • /-',, i F i i s I R30 041 HEAVY `"t> TIMBER STRUCTURE a R50.00' 28.68 1 1 / 6' WIDE JLCH TRAIL - SEE SHEET FOR SQ. FT. 695 SQ. FT. CLAY BRICK PAVER PATIO POND HH II ._r .. KK ----------------------------------------- ------------------------------ 38.671 LL i—_--_-------------------®--®--®_---- ®__------_ �_----_---®-_----®-_®®--®--®--®----_-----�- 6 14.. 1 s % 111 fAA 720 SQ. FT. LAYOUT DIMENSIONS FROM ' 6' WIDE CENTERLINE OF OBJECT TO a ONCRETE TRAIL 5' w a R.O.W. LINE (TYPICAL)Al ' I s ' POND ' HS4 .' �' 2 a ® HS4 d, 01 ® e r' I s s > , I 1 3 P HS3 ! , m oo I i j. _. 2 ; 1 F NCE AT LIFT STATION - / /% 110.54 HS4 ENG. PLANS FOR DETAILS / •.. 28.12' f' Gameroom.. I I SIDEWALK ' L:. (OUT DIMENSIONS M\ NTERLINE OF OBJECT T \ R.O.W. LINE (TYPICAL) �Q. FT. �RETE :WAL Pool wall s f ' f � enity center and 11 r A A f f P P r P i r r r P er_ - fill I T'� i`i ;SS"`^'W'•" L sS.� ee$"``:aT+zky, °++"'a a ,s ''� Playground f ..99,04414 ��.. ©lanter �g��*� hit-]gs� w walls k im IIWI ?. 'fit },y' ` `W�"'•'. '� �i�— ® ® � � . • ' structures- wmim. i7 V PLANS z � w �u'. _ • ast ��\�I��YL�� /'SINGLE SWING �„f ..- a DOUBLE ,w GATE PRO ANE TANK -RUNAA ' I P K LINE TO GRILLS le2 AA <4 HS4/' I 507 SO. FT. CONCRETE I SIDEWALK 2 2 2 i HS4 HS4 HS4 I CLUBHOUSE AND POOL ALIGNED TO i 4 i \\ \ \ \ i CENTERLINE OF PARKING LOT ISLAND MATCHLINE SHEET HS7 SCALE: ALL WORK SHALL COMPLY WITH PREVAILING � _ CODES FLORIDA BUILDING CODE, „i Y TI. � �� 40 AND THE CITY huh 11`u 1��` NATIONAL ELECTRIC CODE, L T PJ� �J) ORDINANC]~S OF ZEPHYRHILLs; ;�L aI 40I 80 NORTH O o I 16d r i € � I c a Z I I 0 (n LA UT DI NSION----- FR M CE TERLINE OF COLUMN TO R.d.W. LINES m JACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE RCHITECT vpNDSCA� o Ew p LA0001653 a STA3'L OF �LoR1�' . C1 0 0 W Ci o gn 00 -j C LL A O M Q �00 00 t 0 R% N aL J � ii E d)Z W N � d o J p N 00 r N CM Cl) N n ti Wj C) Q Kno ft'sbelow. aefore you dig.. ,0000 REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED a DRAWN BY: JAZ DATE: 11/6/2o 20009 HARDSCAPE PLAN fiS5 L I -�I � -� �.. - . .... -- I :I — �.. .., .. �� :�: ..... - � �. � .,.'.I{ i,. �.:- „ I:li•.c9:.,i I�II� k - I ��,., .,� ...�:..iell'� 10kk-.IIiLll�alel4 i.W ik kiklk:uRll J;6�. i.lII:I :,a..i7 n i W LU M Q L YL r' 63.477 - d 6' WIDE CONCRETE TRAIL- ✓" SEE SHEET HS2 FOR SQ. FT. � �,• yam=, ✓r 1 d CONTRACT�/SHALL FLA i 55.00' CENTER��IiVE OF MULCH TRi;; x POND j LANDR�APE ARCHITECT TO ' j REYEW AND APPROVE LAYUV, \34.34'aPRIOR TQ TRAIL INSTALLATIO PROPANE TANK - 2 R5000' RUN LINES TO BBQ GRILL AND I I HS4 �t I FIREPLACE HS3 R30.00' Z R75.00' R50.00' 28.68 181 1 6' WIDE N'\�°'��� JLCH TRAIL - SEE SHEET, FOR SQ. FT. 695 SQ. FT. CLAY BRICK PAVER PATIO T-*Tfflwv=4 38.677/�, HEAVY TIMBER STRUCTURE ` ® 00 2 HS1 6' p} .. 109.60' ` MATCHLINE SHEET LS5 m �—.,. --- --- --�- e ' CALL BOX �� ! I HS15 C] 1 1 G 1Cn I I — _-------------- ` • �`-- — ------ --- ---—J -- Z s WETLANDS LA UT SETBACK a..: 1DI NSION�- CENTERIN LINE MEDIAN DOUBLE SIDED ; 1 FR M - - MONUMENT SIGN ,.. . OF '`'-- CE TERLI E WETLANDS LINE - � 1 ..-- ..�A,��� . � . COLUMN TO R. .W. LINES - -- ',o .-� • ®_ ----------------------------------------------- ---------------- -- -- 50.00' I a------ -- - - 1 1 O oa O% POND I d , 1 1! r------------------------------------------- --.a f 1 d I 720 SQ. FT.:, ' d,d ''>: ✓ LAYOUT DIMENSIONS FROM I r 1 6' WIDE R ' -:`. % I OBJECT BETE TRAIL CENTERLINE OF OECT TO I I I 5' - . R.O.W. LINE (TYPICAL) I I r A°'`' �� ;'- 2 POND r a. HS4 may. % F NCE AT LIFT STATION -� r'r CI ENG. PLANS FOR DETAILS d r ,, OUT DIMENSIONS M r ENTERLINE OF OBJECT T R.O.W. LINE (TYPICAL) r 407 SQ. FT. Of/ , CONCRETE > DEWAL 19, 4' '7 R30. HS14 `�� F 41 r � r Pool wall Amenity center and G 3e r pool 1 r i r ®! % ' ATCH BASIN - ' Shade structures EE CIVIL ENG. r PLANS 19.87' 1 s 12' r r V ® � s 1.00, IS 1,4 L.F. 6' HT. SOLID ,NC FENCE WITH (1) 4' SINGLE SWING ` GATE AND (1) 8' F DOUBLE SWING GATE 3 Z h AA Run"* - • • �. • �t LTYR rMw Ulf ��. ■ III � � © � .%� �.� • . : . s r c: -■•• ■ • _ UK lis 0 • CONCRETE SIDEWALK 2 ANCLUBHOUSE AND POOL ALIGNED TO B a I CENTERLINE OF PARKING LOT ISLAND J j MATCHLINE SHEET HS7 SCALE: ill _ 401 O 201 401 NORTH 80, 1 %01 JACOB ZIMMERMAN, RLA REG. NO. FL LA 0oo1653 LANDSCAPE RCHITECT S NN�SC4p F VFW x ® LA0001653 y �k� s®�E FLoR11DA O v o� J LL t7 �OM 3oQ N Ot'LJ E z o�c you s a� NM o� M N ti v Kno wh t' below. all �e�ore you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/21 HARDSCAPE PLANS ADDED a DRAWN BY: IAZ DATE: 11/6/2o 20009 HARDSCAPE PLAN fiS5