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Home My WebLink About6598 Bar S Bar Trl11 IL I 1 11 1 1 1 111 1 I 1 111 1i 11' 1 LL v!1 I P I" M1 I 1 111 1 1 1 1 1 I 37.18' MATCHLINE SHEET HS1 POND `\* SHEET KEY ' 6' HT. ALUMIN LIM, —{ I'� \ \ PICKET FENCE WITH 8' WIDTI4 HS1 / �'v DOUBLE SWING / WETLANDS PEDESTRIAGATES N <, t SETBACK ACCESS \ \ `,, [A LINE \ CONTROL DEVICES 0 2 HS. WETLANDS LINE FENCE LOCATED I li f i , ON LOT LINE HS3 HS4 1 HS 5 �I'•, { 1 i R ' § VWi ��,QONCRETE PjIL \ P I$; HS 7 HS3 85 SQ. FT. 261.91' � .1- ____ CLAY BRICK PAVER , H5 $ 90 ` 51 OVERLOOK PAD I� '/R30.00' — Deg , a LAKE 6' WIDE CONCRETE TRAIL --� HS11 HS12 \ I ------ \ HS3 / \ I 6.67''� T i HINGED RAMP LENGTH T.B.D. FLOATING CANOE/KAYAK DOCK - SQUARE FOOTAGE T.B.D. R R50.00' I -- 7.62' r~ 12.69' I 1 1 85 SQ. FT. CLAY BRICK PAVER ' �4�,. 62.13' OVERLOOK PAD ' v II R50.00' R 100.00' 40.12' & WIDE CONCRETE TRAIL 85 SQ. FT. CLAY BRICK PAVER OVERLOOK PAD G HS4 57.89' e 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 R100.00' 1 \ HS4 R100.00' 7.,.,1 R100.00' 16.28 61.62' R100.00' etc r'.a� DATE:.. "Y' `riYlfs: L � ► } r" g'C7A 66=WIDE CONCRETE TRAIL RETAINING WALL - SEE CIVIL PLANS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF 7EpFIYRHILLS ORDINANCES 2 HS4 SEE SHEET HS1 2 FOR FENCE LENGTH HS4 6' HT. ALUMINUM AA PICKET FENCE - >.-'''- LOCATE ON LOT LINE 274' 29.43' is 13,475 SQ. FT. 6' WIDE CONCRETE TRAIL 3& 231 Retalnm wall t 11.82' i 40�Oil , d i HS4 R120.00' v `� 4 50 145.70 43.00' 1 ' ; LIMIT OF HS3 ` r 2 & HT. ALUMINUM _ HS14 PICKET FENCE /. r 141.01' ' / / ! 48 12' 44 L \ �� I WETLANDS / / - _. - ::- ' "0 `' I HORSEFENCEAT \\ \t �`' 25. SETBACK R50.00' J : - :�: r W_ r' 3 11.57 / ' 6 HT. MASONRY COLUMN / pp , _ K�. /. 4 82` : LINE � _ _._. �. - ... - - ''�� N/ WETLANDS LINE 90 PROPANE TANK HS1': $ _ _2jj RUN LINE TO FIREPLACE R30 Retaining wall 53 L.F FOUR RAIL \x - HORSEFENCE 40 ,1.5T / _LL _ 00 - 100 431 SQ . FT CLAY BRICK PAVING -""- 2945 SQ. FT. 4 -.. & WIDE R100.00' ' ;r i , 2 ... CONCRETE TRAIL / 1,290 SQ. FT. HS3 , i' , 655 SQ. FT. - WOOD 6 WIDE HS4 r - - f 500 SQ. FT. CONCRETE TRAIL P ND _ - 6' WLQE_ DECK N - 6' HT MA ON F3Y OOCCT1ViN .. _, CQ' C RETE RAIL _ Wfff] C N ECTION TO FAIL 0 SE FENCE 3 FOUR CONNECTED N 0 SIDES 1 HORSE FE MATCHLINE SHEET HS5 Xi. J R O U 5' 70' 41 5' 32.00' , 135 DEGREES A�� 1355 SQ. FT. WOOD DOCK M ' 12' 51 � 1 I ; HS3 I I I 1 I I R I 1 1 I ' I ` -1 \ 44.92' \ R50.00' & WIDE CONCRETE TRAIL�17< 1 1 HEAVY 1 TIMBER 1 STRUCTURE 110. 45,58' R100.00' -T `r GATE SKINJEI` 18, CONSTRUUEC DE ftS .64' CENT 'LINE) / F C/ADV CEN ER COVWN F 107 DEG 3E EEN B.((��7t & SID WALKIEIDGEI OTH WAYS SCALE: ill = 40 O 20' 40' 86 1 I I 1 , 1 , 16' ' I I 40' I 1181 8' I I 1 I 1 I ' I I 1 I I 1 I , I I 1 I I I , 1 � I I I I I I I I I , I I I I I I 8' I I I I 1 I , I � I I I I I 1 I 1 I , I I I I 1 I 1 I I I I I I , I I I I I I I I 1 I , I I I I I I � I I ' I I 8' I I I � 1 I 1 1 I I I I I , I � I I I I 1 I I I I , I I I I I I , � 1 I I 1 1 I 1 , I � I I I I I I I , i 16' ; I 40' I � 1 I 1 1 1 I I , I , I 1 I I I I I I I 1 I , 1 I I 1 I ' r 1 I I I I I , I 1 1 I I I I 1 I , I I 1 I I I I I I , I ' II I , I I I I � a II ' 1 a I I 1 I I a I I I I 1 � ; a 1 � II I , I T�J I � a I I 1 a I 1 I 1 , I I I I , � ' I 1 I a I 1 a ' I I I o I I C a I I I , ' 1 I I 0 I , I F � I I I I 1 , ' I � I I , � I I , a I I a I I I , a I i a I I I , a 1 I I I 1 I I � I 1 I I j 32 L.F. FOUR RAIL ; HORSE FENCE ; I I NORTH 16d e I I ! I I _ i 1 i i I 1 I HS3 i I 6 HS14 I 6' HT. MASONRY COLUMN WITH. CONNECTION TO FOUR RAIL HORSE FENCE CONNECTED ON TWO SIDES LOCATE SHORT RAIL _.-,- SEGMENT AT NORTH END 53 L.F. FOUR RAIL HORSE FENCE JACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE RCHITECT a O L,A0001653 —*—�rr �. d STATE 1 y * OF FIOR1v� � CJ AO 4 C� p[ wj c) p �z CL Q C � - L/ ' Kno tetre'below.1j1h 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 .! DRAWN BY: ]AZ DATE: 11 /6/20 20009 HARDSCAPE PLAN fiS2 PREPARED BY II II �I I I � i I I / / / I I I I I I I I A I I I I I I' I` I a E I 00 I I I I I E100 I - --- .j 1' I I I I 1 I /' • I (� E200 7 0 / —7 ELECTRIChk AL POWER DESfGNS 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 PF 46020.5 CA 107385 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 M. EN .660 0 •' STATE of FtORID111' CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER Key Plan 1 "=126-0" SHEET E000 SPECIFIC NOTES: PREPARED BY r I J /1 y ilk F ---- - - R t I I I k ja � i I A A-5 - A-3 MOUNTED ON POST i II t F n - �� P g ' WP � _ , l_ _ F _,fir► A-1 F✓- METER ATr I I � s I I � I I I I I I I G 1 Power Plan - Heavy Timber Structure 'A' I I � 4 'i METER C C I C-5 I WP I MOUNTED ON POST I P' \� % F C-3 W C-1 C / i / I >� f / I p I r � � I u ?, I I I I F i g METER B e _ I E � a a 9 - B-5 I i W I I - MOUNTED ON POST 9 I � I I A F W I I -- I B-3 i 77 Power Plan - Heavy Timber Structure 'B' 1 /8"=1'-0" i / D-5 S IF r x D-101 I �x ,7 7 1A{P I � , K / / i I I 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 0 120V 1 P 2W 5 0.6 F-7 GM-1 0 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 1P 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 I 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. C.ENO � I � i1• � ' J�i: CNLW .. -- OF K/ i0 8T of CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER 3 Power Plan - Heavy Timber Structure 'C' Power Plan - 1/8 =1'-0" Timber Structure 'D' -li i . ----------- Y - _ - -. SHEET E100 I _ I1 I I I.I --I I _ I _ �.. I I ' __. III I I_.:.I _i i.l. 11 All R ... u _ _�111 I -. 111. _I. _._II _— ..1, 1 1 Power Plan - Gazebo and Entrance 3/32"=1'-O" I I h I I I I II' 8 I gg l_ I I 7 I 8 I l I x I t I I � I I 9 I I SWITCH SCHEDULE CALLOUT SYMBOL QUANTITY Generic Switch $ 5 III 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 �- 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 L PREPARED BY 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 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��•®��j�� EN TE OF ••iv CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E200 / 7.5HP,240V2P2W F-2,4 3/4"C,2#6,#10G I I I I I I I - ----- --- ---- ----------- I I I I I i I I I I I I I I I ------------------------- T 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 1 I I 1 I RUN (1) 1 "C WITH PULL STRING BETWEEN I F-15 TELEPHONE SERVICE ENTRANCE AND I i f Q 1 EACH GATE MOTOR FOR CONTROLS. I I f F-11 F-13 A ` � GATE CONTROL INSTALLER TO PULL OWN I I I f f d LOW VOLATGE CABLE AND LOW VOLTAGE I I I d PERMIT. AND RUN (1) "C FOR POWER I I M-1 I I I 1/2HP,120V1P2W I i I I Q I I I I 1 II I I I I I d d I I F-7 I I 1 CALLBOX I d f I 1 1 0.6KVA,120V1P2 f I I Wp F-3 / I F --- — — ---- - 1i' F - - - -- -5 — WID WP METER F I I 9 F 17 O — - -__ I 1 6 I I I II i 1 I! d d d I I ----------Wvp- - -- -Ir-- \ N. L------------------------------------------------------ - - - - -- - -� -- -- - - - - -- 1 I I I I 0 I I I I I PREPARED BY PRICAL POWER DESIGNS RO.BOX 272517 TAMI'A, FL 33688 TEL 813-600-5136 FAX 813-425-4882 E-MAIL: carlos@epd-fl.com CARLOS M. ORAMA, PF. 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 N � _ STATE OFF '•.FCOR10 0NAL CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER 1 Power Plan -'Villas Entrance' 3/32"=V-0" SHEE1 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. 1 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% 60 AMP, 120/240V, 1 P, 3W UNDERGROUND ELECTRICAL SERVICE 1 "C- 3#4 ALUMINUM CONDUCTOR EQUIVALENT: 1-1 /2" C- 3#2 AL. GROUND ROD 2 Grounding Detail N.T.S Riser 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 •. ► • , . • , a . METALUNDERGROUND WATER PIPE ram 100A *** CHANGE PER JOB *** #1/0 WG GROUNDING ELECTRODE CONDUCTOR (TYP. ALL) CONCRETE -ENCASED ELECTRODE GROUND RING PANEL O TYPICAL 100A BUS 100A MBC NEW 120/240V METER 1P,3W NEMA 3R 1-1 /2"C 3#3CU #6G CU 100 AMP, 120/240V, 1 P, 3W UNDERGROUND ELECTRICAL SERVICE 1-1 /2"C- 3#3 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 0.1172 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 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 ENGINEERCOPYRIGHT R ll_l///%j% No. � ®•'• lSTTEA OFF CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E400 1, 1 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 2011 SPACE 0 8 20/1 SPACE 0 9 2011 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 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 8 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 2011 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 2011 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 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 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 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 AS SHOWN THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER COPYRIGHT R � 0,•8 ATE OF CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E500 I kl 11 11 I Irl, 11V LII .i 1. '1 _... .I .. _1..1. L I. I 1 I .111. ... 112" EXPANSION JOINT WING WALL MAXIMUM SLOPE 30 DEGREES EXPANSION JOINT WITH JOINT SEALANT 4" THICK CONCRETE SIDEWALK TRANSITIONS TO 6" THICK NOTES 1.\TREATEDUTHERN SIGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. 2.S 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 S L MEET THE REQUIREMENTS OF ASTM F 1667. BOLTS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.1 FOOTING EXTENDS TQ LIMIT 5.S OF PO TS SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT OF WING WALL SEE PLAN VIEWER NAPHT NATE) 6.ER TO BE P ED TO BE CROWN SIDE UP. 09 l l 4 3" MIN a v 135" #4 VERTICAL REBAR --- - -- 30" O.C. -- — I o - --- — 1 ° THICKENED EDGE BEAM = -.: a o I _ _ o COMPACTED SUBGRADE G1 4 1- a — V-6" I_ — 1-I—� I -- a 4 a 3000 PSI POURED -- CONCRETE HEADWALL (6) #4 REBAR CONTINUOUS j v I - 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 3-0" DECKING - SEE DOCK 4 CONSTRUCTION PLANS JOIST - SEE DOCK CONSTRUCTION PLANS�� 1 % SLOPE SIMPSON STRONG TIE FSA- HOT DIPPED GALVANIZED FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST 2" AIR GAP FINISH GRADE ON LOWER SIDE OF HEADWALL- BLEND GRADE WITH GRADE AT END OF SLOPED WING WALLS 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 1" = 1'-0" SIMPSON STRONG TIE H0212 (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 COMPACTED SUBGRADE 2" x 6" DECKING r— — 3" x 12" SIMPSON STRONG TIE A 6" x 6" WOO POST HEIGHT VARIES 3000 PSI POURED CONCRETE COLUMN ___ FINISH GRADE 6" T 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 CO CRETE COLUMN SECTI HS13 1/ =1'-0" .IF a ® DELETED FROM PROJECT DOCKAND OCK PERMITTING T INCLUDED IN CONTRACT (B OTHERS) 0 9 9 6161 6-34' O 6-34" O LIMITS OF WOOD DECK O g_�� 1 HS13 WING WALL AT 45 DEGREE ANGLE v TO HEADWALL- SLOPE AT 30 DEGREE MAX. h EXPANSION JOINT o v o 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 o D o ALL SPLICES IN BEAMS TO BE CENTERED 0 6 OVER POSTS, SPLICED CONNECTIONS SHALL - h HAVE SIMPSON STRONG TIE PC66 POST CAPS 4 LIMIT OF DECKING 2" x 12" RIM JOIST A 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 9'66 MAX. MAXIMUM ON CENTER JOIST JOIST SPACING = 24" SPAN SPACE JOIST EQUALLY J-- 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 NO/ATTATO ED IN CONTRACT (BS) 3" x 1SAW (NON -DIMENSIONAL) BEAMNA SE OF (2) 2" x 12" LUMTO POSTWITHSTRONG TIE AC6 MAX ALVANIZED FILLGAVHOLEAILSd HOT DIPPED 6'-34" MAX. BEAM SPAN CENTER BEAM ON POST / 6" x 6" POST - ATTACH TO FOOTING WITH SIMPSON STRONG TIE H0212 COLUMN BA STAINLESS SE S ALES 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 AIM JOIST WITH 3.5" 10d HOT DIPPED GALVANIZED RING SHANK NAILS AT 8" Q.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 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. 35605 PROFESSIONAL ENGINEER � I I nlI l� ` a 1 c< go r Co) � U. p 2 �O M C a o N N � N pwC CL E Q q3z W % 0 N00 5 N Ch SA C-4 CV h w Q o oe O zz� (J � z cgo N Kno wh 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: )AZ DATE: 11/6/20 20009 HARDSCAPE DETAILS HST 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 S-0" ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE 10" MAX. 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 11„ 2 lll ll l iL 11 = 6" MIN. I Ili =! 11 III I l ill l ICI II-�1 (3) #5 HORIZONTAL REBAR CONTINUOUS, ® 10"MAX . III I l-=ill -I I .- 11 I IIm-11 III HOLD REBAR 3" OFF BOTTOM AND a 1-11I I 111 I11 III o I I1�1-) EDGE OF POUR 1,_0, I II jla • a. I { lii If #5 TRANSVERSE REBAR AT 24" O.C.- HOLD Q -;�� I 3" OFF BOTTOM AND EDGE OF POUR 4 =�� I ;I"i I II II II i I -I =1I -- 3000 PSI POURED CONCRETE 11_III III III ] I T11( II -==II . FOOTING CONTINUOUS 30" ® COMPACT SUBGRADE AT ALL WALL SECTION FOOTING LOCATIONS 1 RETAINING WALL AT POOL HS14 1/2" = V-a, MASONRY COLUMN WITH FINISH GRADE EXIT SIDE VEHICULAR GATES 112" 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 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 1ST AND 3RD BLOCK COURSE ABOVE FOOTING #5 REBAR DOWEL @ 32" O.C. ADJUST COVER OVER FOOTING TO 'r— 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 L FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL H S 1 4 1/2" = 1'-0" 24" SQUARE MASONRY COLUMN - AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE 4 VILLA GATED ENTRANCE ELEVATION H S 14 GnITDV QlnF- VFI-IIr l II AD r_ATGC AGATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE STONE VENEER FILLALLVOIDS WITH CONCRETE VENEER WALL TIES COLUMN FOUR RAIL HORSE PROVIDE 3" GAP BETWEEN FENCE FENCE POST AND COLFl UMN // 4 -6' 5-0`/el I I FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' I I it I l i- 11 I!� I I I III II I I I; -1 I I�`! i I=;�1! I III-� I I ,I 1 Crll I I III i I l I I l� (I I I I 1=11{ ;111 � I. •. I , I .� III iII III !I(-iI1= III .IIi-III 11�` I�I Ii1- I� III_ III s� .11J III— -III ! " II I�=II IIf !III III-lL�Ii' -11 Ill :.I1j III !ILI III Ii1 III -I 1 III —II Iif=-TIl-_ITr:" !IP_III I17 11I`'II(-TTT= 111 =Ti1- II! -111` iII III -=III II;-uI .I!I-III ITI f� 3 6 -� SQUARE COLUMN SECTION 6 FENCE CONNECTION TO COLUMN 1/2" = V-0" RS14 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 I 0 1' Z 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 II LLI -� )�(- 6" MIN. 111 I!i-11 1I! llf-fJ( III i.l!_ —III—!i';- IIi I!i=-1I EDGE OF POUR a #5 TRANSVERSE REBAR AT 24 O.C.- HOLD® �• �.� �. 1' 0' ilk •—' - _ 3" OFF BOTTOM AND EDGE OF POUR a h�i " Ili 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS .1 I=jIl 3'-0" COMPACT SUBGRADE AT ALL ® FOOTING LOCATIONS 4 \ VILLA VEHICULAR ENTRANCE WALL SECTION HS14 1 1/2" = V-0" 6' HT. PEDESTRIAN GATE NO ACCESS CONTROL O vvluu U11JINUnu- IC 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 112 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 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 2 3 STONE VENEER FILL ALL VOIDS WITH CONCRETE VENEER WALL TIES FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' 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 REMNFORCING 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 HOLD REBAR 3" FROM EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING 11 11 I I I i 3'-6" X 3'-6" X V-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 H S 14 1/2' = V-0" 4'-816" I 4'-0" ISOMETRIC WALL CAP ISOMETRIC ® OWN ■■■mi�o�s ' - V-6" STRUCTURAL BRICK 1�_6" (BELOW �— PRECAST CONCRETE COLUMN CAP SECTION 3 3. STRUCTURAL BRICK I 1 8 I V-l5k STRUCTURAL BRICK 0' 416' 3-6" G-4� 6" COLUMN FOOTING (BELOW) Stt:l IUN 1 3/8" MORTAR JOINTS (TYP.) --I 0' 118' I— #5 VERTICAL REBAR 4 15/16" O.C. SECTION 1 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) 721-8092 www.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 COMPACT SUBGRADE AT ALL FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) 0'-10" PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL 0'-44" MIDPOINT OF WALL 0'-41 STRUCTURAL BRICK (BELOW) 0'-112" 0'-52" #5 VERTICAL REBAR 11 7/8" O.C. WALL FOOTING (BELOW) 7 STRUCTURAL BRICK WALL HS14 1/2" = V-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 , 9� E O � V oi O �C ti J C w 0. e6 Lo 0 6)-8C 00 3 � O N 0 N J a ( ) E a3Z cu' N d N O j v co N C7 S� M N ti N p[ p O p[QCi zCL Z N M Fv Q Kno ollh�{efore I our dig. � Y 9 REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS HARDSCAPE PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: )AZ DATE: 11 /6/20 20009 HARDSCAPE DETAILS fIS�4 1 J" C ADJUST SOIL COVER FOR GRADE CHANGES 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 SECTION THROUGH MIDPOINT OF SIGN 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL RENINFORCING AT 24" O.C. - U" CHANNEL - WELD 45 DEG. CORNERS ® 3" x 3" x-," STEEL TUBE WELDED VERTICALLY (EVERY THIRD COURSE) LIMITED GRINDING OF WELDS TO SIGN FRAME (2) 2 x 10 TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS 4" x 4" x 10' BLACK LOCUST PRESSURE TREATED PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS OR DOUBLE KILN DRIED CEDAR PINE BEAMS - WITH PAINTED FINISH "BLACK" STACKED INTO "U" CHANNEL - SEMI -TRANSPARENT DOUBLE SIDED SIGN WELD CORNERS OF "U" CHANNEL WOOD STAIN AT GATED ENTRY ® AFTER STACKING TIMBERS " x 6" BOLTS THROUGH TO ADD TEXT SELECT LUMBER TO NOT BE WARPED a BEVEL CUT END OF POSTS AT 45 DEG. BEAMS AND STEEL TO AT" ABOVE APPLY CLEAR STAIN PRIOR TO LETTER/ SUPPORT -PAINT_\ ABBOTT SQUARE LOGO INSTALLATION 1 0 HARDWARE "BLACK" TEXT TOUCH UP AFTER TIGHTENING BOLTS � _6" BOLTS FOR COLUMN CONNECTION y d t 4 SIMPSON STRONG T_IE APDT2-6 • • EACH SIDE OF POST- 6" . • � 6" SOLID ALUMINUM LETTERS WITH THROUGH BOLTS COLOR: "BLACK" _ WITH ANCHORS TO IMBED INTO LUMBER - PRE -DRILL HOLES WITH 8" x 8" x 10' TEMPLATE FROM LETTER MANUFACTURER PRESSURE TREATED PAINTED FINISH - COLOR: "BLACK" PINE POST - WITH s (2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED SEMI TRANSPARENT '-- DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT' ON SIGN FACE r WOOD STAIN 2" THICK PRECAST CONCRETE WALL CAP �_��{�� - PINEAPPLE GROVE'NAILHEAD' PATTERN COLOR: "WHITE" �1 111EEE SURFACE MOUNT WITH EPDXY SIMPSON STRONG TIEUAR S' 12" SQUARE MEDALLION MODEL # 125M-097 4Q � CHROMECAST METALIZED FINISH COLOR: "BRITE COPPER" J" APG (4 PER POST) A POST BASE SIDE PLATES = www.pineapplegrove.com -CO LOR: "BLACK" 3" x 3" STEEL TUBE WELDED 2 �' THICK PRECAST CONCRETE CAP - TO SIGN FRAME COLOR: "WHITE" PROVIDE SLOPE IMBED TUBE MIN. 6" INTO CMU WALL AWAY FROM POST • • PAINTED FINISH "BLACK" • • CAULK JOINTS TO PREVENT WATER INTRUSION FAUX STACKED STONE VENEER - CULTURED STONE PRO FIT LEDGESTONE COLOR: 'MOJAVE' FINISH GRADE — F= 1 HS15 MATERIALS AND FINISHES 14'-38"-MAY VARY DUE TO VENEER THICKNESS DIMENSIONED ELEVATION ENTRANCE SIGN 1/2" = 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 ANn 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' TIE ALL REBAR CONNECTIONS WITH METAL TIES SIGN WALL SECTION #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 8"X8"X16"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 �V 0 U a N ti F� W 9 E 0 � U O -V 1" M M M n J c U_ m Ln 0 0 O .Q O � N � L J a U) n a E M Z �k m N us c a� N O U O J N M O O M N iz- N r Q o a �Q�CL ° wM N W Q • : , Know what'sbelow. . .. •: d .'... a , :: Call before you dig, 4A 9"000 4 3'-0" • • . • • • REVISIONS: • .d. '• .'. •.. •:. '• d • sad .'•' • • •' • • d . '.•. .. ': . .: • NOTES: 3/12/21 d -.. , , ' d ' .. CITY REVIEW COMMENTS •.• • • a ' 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR d STRUCTURAL ENGINEEERING ONLY r 15'-6" 2. 4/19/21 ® SIGN BASE FOOTING 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 #5 VERTICAL REBAR STONE VENEER COLUMN AT ALL CORNERS SIGN WALL VENEER WALL TIES COLUMN 4 11126121 STRUCTURAL ENGINEEERING STONE VENEER #5 VERTICAL REBAR MODIFICATIONS MAX. 24" O.C. FILL ALL CELLS DRAWN BY: )AZ WITH CONCRETE WILLIAM G. REIDY, P.E. DATE: 1 116120 XIFI ❑ � ❑ � D REG. NO. 3,605 VENEER WALL TIES PROFESSIONAL ENGINEER 20009 SECTION THROUGH SIGN BASE HARDSCAPE DETAILS IIS15