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HomeMy WebLinkAboutBUILDING SITE PLANSFOUNDATION NOTES PERMIT DRAWING _�"JL w a 0 r GENERAL NOTES 1. THE DESIGN AND CONSTRUCTION OF THE STRUCTURE AND/OR 5TRUCTURAL COMPONENTS DEPICTED ON THIS PLAN ARE FULLY UNDER THE JURISDICTION OF THE FLORIDA BUILDING CODE 2017. 2. 'CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR COORDINATION OF CHANGE5 WITH THE ENGINEERING PLANS AND SPECIFICATIONS. 3. CONTRACTOR SHALL COORDINATE SLAB ELEVATION, CHANGES, DEPRESSIONS, THRE5HOLD5, PADS, ETC. AND ANY UNKOWN FIELD CONDITIONS. 4. THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. 5. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE FURTHER VERIFIED WITH ARCHITECT t ENGINEER. G. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 7. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE JOB -SITE, A CURRENT APPROVED SET OF SHOP DRAWINGS. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 9. ALL CONSTRUCTION PERFORMED IN ACCORDANCE WITH THESE PLANS MUST AL50 MEET OR EXCEED ALL APPLICABLE AND CURRENT BUILDING CODE REQUIREMNT5 AND MUST BE PERFORMED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION CCCL PERMIT. 10. AT ALL PHASES OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFIRM THAT ALL PROPOSED CONSTRUCTION 15 IN ACCORDANCE WITH THE MOST UP-TO-DATE CONSTRUCTION DRAWINGS AS APPROVED BY THE ARCHITECT AND ENGINEER OF RECORD. FOUNDATION NOTES I . FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 2. ALL RECESSES IN CONCRETE SLAB TO BE COORDINATED WITH ARCHITECT FOR DETAILS INCLUDING BUT NOT LIMITED TO: THRESHOLDS, STEPS, RECESSED SHOWER LOCATIONS, FLOORING FINISH MATERIALS, AND DRAIN LOCATIONS, ETC. 3. A VAPOR BARRIER IS TO TO BE PLACED UNDER ALL BUILDING FOUNDATION BEAMS AND FLOOR SLABS IN ACCORDANCE WITH A5TM E 1 903-58. TO BE INSTALLED PRIOR TO POURING CONCRETE FOR FOUNDATION. 4. ALL ELECTRICAL CONDUIT, PLUMBING, A/C DUCTS, AND OTHER MECHANICALLY REQUIRED INTERIOUR COMPONENT LOCATIONS AND INSTALLATION MUST BE COORDINATED WITH THE ARCHTECT PRIOR TO CONSTRUCTION OF THE FOUNDATION. 5, CONTRACTOR SHALL COORDINATE SLAB ELEVATIONS CHANGES AND ANY UNKNOWN FIELD CONDITIONS. G. THE FOLLOWING FREQUENCY OF TESTING SHALL BE REQUIRED BEFORE PLACING CONCRETE FOR FOOTINGS AND SLABS: CONTINUOUS FOOTING/GRADE BEAM SHALL BE TESTED EVERY 40 LINEAR FEET AT BEARING ELEVATION AND ONE FOOT BELOW BEARING. COLUMN FOOTINGS - 25% OF FOOTINGS SHALL BE TESTED AT BEARING AND ONE FOOT BELOW BEARING, BUILDING PAD SHALL BE TESTED EVERY 1000 SQUARE FEET OF FLOOR AT GRADE AND ONE FOOT BELOW GRADE. IN AREAS OF THE BUILDING PAD WHERE 501L IS BEING CUT IT 15 THE RESPONSIBILITY OF THE SITE CONTRACTOR TO DEN5IFY THE TOP 12 INCHES OF EXISTING SOIL TO 95% OR MODIFIED PROCTOR AS RECOMMENDED IN THE 5011_5 REPORT FOR THI5 PROJECT PREPARED BY KSM ENGINEERING, INC. DATED NOVEMBER 2009. THESE 501L TESTS SHALL MEET OR EXCEED 05% MODIFIED PROCTOR (A5TM D 1 557 METHOD A) DEEP FOUNDATION I . PILES SHALL BE CAST IN PLACE (AUGER) I G" DIA with 5,000 psi CONCRETE (SEE TYPICAL DETAIL). 2. ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE FOLLOWING CAPACITIES: all p11e5 @ 20'± below scour - 40 TONS COMPRESSION; 12 TONS TENSION REFER TO PILE SCHEDULE (Sheet 5-2) FOR MORE DETAILS. 3. UNLE55 OTHERWISE NOTED ON PLANS, CENTER ALL PILES/PILE GAPS UNDER RESPECTIVE COLUMNS. 4. CAST IN PLACE (AUGER) TYPE PILES SHALL CONSIST OF CONCRETE PLACED AFTER BEING DRILLED BY A CONTINUOUS FLIGHT AUGER. TOLERANCE FOR PILES 15 2" IN ANY DIRECTION UNLESS NOTED OTHERWISE. ALL PILES TO PENETRATE (-) 20.00 NAVD OR A5 NOTED. REFERTO PILE SCHEDULE (sheet 5-2) FOR MORE DETAILS. 5tlALLOW FOUNDATIONS 1. 501L TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. 2. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLE55 OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY SHALL BE 20. TOLERANCE FOR M15LOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR AI5C STANDARDS. 3. WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS, PROVIDE A KEYWAY PER THE TYPICAL DETAIL, HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. 4. CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER IF 501L CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE FROM BEING OBTAINED. 5. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWINGS. G. EXCAVATING UNDER OR NEAR IN -PLACE FOOTINGS/FOUNDATIONS WHICH D15TUP55 THE COMPACTED 501L BENEATH THE FOOTING5/FOUNDATION5 WILL NOT BE PERMITTED. 7. REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PA,05. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. CONCRETE REINFORMCEMENT I . CONCRETE REINFORCING BARS SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO A5TM A-61 5, GRADE GO, WITH MINIMUM YIELD STRENGTH = GO,000 psi. 2. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 24 INCH LAP. PROVIDE CORNER BARS 3. ALL CONCRETE MA50NAPY CONSTRUCTION SHALL CONFORM WITH ACI 530-88/A5CE 5-88. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH A5TM C-90 WITH TYPE M OR 5 MORTAR COMPLYING TO A5TM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 P51 ON THE NET AREA. 4. ALL SPLICES SHALL BE LAP SPLICES, SHALL BE A MINIMUM OF 48 BAR DIAMETERS, USING LARGER BAR DIAMETER WHEN SPLICING DIFFERENT 51ZE BAR5.REINFORCEMENT TERMINATIONS INTO TIE BEAMS AND FOUNDATIONS OR AS NOTED, 5. REINFORMCEMNT MAY BE BENT IN SHOP OR FIELD, PROVIDED THAT THE DIAMTERE OF BEND SHALL BE GREATER THAN 6 BAR DIAMETERS. REINFORCEMENT PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE BENT. G. SECURE REINFORMCEMNT FROM DISPLACEMENT DURING PLACEMEMNT UTILIZING CHAIRS AND BOLSTERS. WELDED WIRE MESH SHALL CONFORM TO A5TM A-1 85. PROVIDE CHAIRS AND BOLSTERS TO INSURE THAT THE MESH 15 EMBEDDED I " FROM TOP OF SLAB. 7. STANDARD 90 DEGREE HOOK (STANDARD HOOK) SHALL TERMINATE WITH A 90 DEGREE BEND AND AN EXTENSION FROM BEND AT LEAST 12 BAR DIAMETERS. THIS SHALL BE USED AT ALL VERTICAL REINFORCEMENT TERMINATIONS INTO TIE BEAMS AND FOUNDATIONS OR AS NOTED. 8. MINIMUM CONCRETE COVER SHALL BE: FOOTINGS # PILES 3" BEAMS, SLABS, WALL 2" GROUTED MASONRY 2" 9. ALL PILE VERTICAL REINFORCEMENT SHALL BE SHOP FABRICATED WITH CLEAN 900 BENDS INTO TRANSITION CAPS. HOOKS SHALL HAVE A MINIMUM LEG DIMEN51ON Of 1 5" AND SHALL BE TURNED ACP005 PILE INTO CAP CENTER (MAINTAIN A MINIMUM 3" CONCRETE COVER). 10. ALL BEAM STEEL SPLICES SHALL OCCUR AT MID5PAN FOR TOP STEEL AND OVER COLUMNS FOR BOTTOM STEEL. CONCRETE NOTES I . ALL CONCRETE DESIGN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318-55. 2. CONTACT ENGINEER 48 HOURS PRIOR TO POURING CONCRETE SO ARRANGEMENTS CAN BE MADE TO HAVE AN ENGINEER OR INSPECTOR PRESENT DURING THE POUR. 3. PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. 4. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SPREAD AND WALL FOOTINGS 3000 P51 COLUMNS AND WALLS 3000 P51 BEAMS AND SLABS 3000 PSI USE REGULAR WEIGHT CONCRETE. 5. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS 4 AGGREGATE REQUIREMENTS: LOCATION SLUMP MAX. AGGREGATE FOOTINGS 411± " A5TM #57 COLUMNS 511+ 1 " A5TM #57 BEAMS AND SLABS 5"± 1 " A5TM #57 FILLED CELLS 811± 11, A5TM #8 PEAROCK TIE EMS � TIE COL'5 5"± 1 " A5TM #8 PEAROCK PILES 8"± I" A5TM #8 PEAROCK THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. G. ALL PUMPED CONCRETE WITH #57 AGGREGATE 15 TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. 7. A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. 8. CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED OTHERWISE. 9. ALL SLABS ON GRADE SHALL BE FIBER REINFORCED CONCRETE, UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO A5TM-A 185. 10. SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. 1 1. NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. 12. AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS � STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME 51ZE AND QUANTITY UNLE55 NOTED OTHERWISE AS HORIZONTAL STEEL. REFER TO TYPICAL DETAIL. 13. ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. 14. WEDGE BOLTS SHALL BE ITW RAMSET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING REINFORCING TO INSTALL. 15. HEADED STUD ANCHORS SHALL BE A5TM A 105, GRADE 5, 1010 THROUGH 1020 AS MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AWS D 1. 1 "STRUCTURAL WELDING CODE." 16. FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH SIDE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE. 17. PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 318, SECTION 6.3. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. I CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. PI P2 P3 P4 P5 PG P3 I P3 2 P33 P34 P3 5 FILING, OVERVIEW SCALE: 3/ 1 G11 = I 1-011 CODE � DE51GN CRITERIA I . ALL STRUCTURAL PLANS SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND FLORIDA BUILDING CODE RESIDENTIAL 2017. 2. BUILDING CLASSIFICATION ENCLOSED 3. DESIGN WIND SPEED 170mph Vult 4. IMPORTANCE FACTOR 1.0 5. EXPOSURE CLASSIFICATION D G. INTERNAL PRESSURE COEF. ± 0. 18 7. 51E5MIC ZONE 0 5. MEAN BUILDING HEIGHT 28.42' 9. ALLOWABLE SOIL BEARING PRESSURE 2,500 PSF. VERIFY WITH GEOTECHNICAL ENGINEER REPORT PRIOR TO CONSTRUCTION. ASSUMPTIONS: A. THE BUILDING 15 "ENCLOSED" AS DEFINED IN "FLORIDA BUILDING CODE 2017 B. WIND VELOCITY PRESSURES AND COEFFICIENTS USED ARE FOR MAIN WIND FORCE RESISTING SYSTEM; ALLOWABLE STRESS DESIGN, KcI = 0,85. C. ALL PRE -MANUFACTURED COMPONENTS, I.E. WINDOWS, DOORS, JAMBS, TRUSSES ETC. SHALL BE VERIFIED BY MANUFACTURER TO BE CAPABLE OF SUSTAINING DESIGN WIND FORCES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. D. ALL COMPONENTS AND CLADDING SUBJECT TO WIND LOADINGS: I.E. ROOF TILES, SOFFITS, ETC. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR ADEQUATELY RESISTING OR TRANSFERRING WIND LOADS TO THE MAIN WIND FORCE RE515TING SYSTEM. E. OWNER OR CONTRACTOR SHALL 015TAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURERS RECCOMMENDATIONS FOR INSTALLATION OF COMPONENTS AND CLADDING FOR HIGH WIND VELOCITY AREAS. jAN 0 9 2019 Die Coun , Nern JAN 0 9 2019 ST. Lucie County, Permitting W P38 P40 P39 REFER TO SHEET 5-2 FOR PILING SCHEDULE MA50NKY NOTES W V) s a G m N Y a s U o �o S r as �" W OQa�� wz w a � rxzZ�� O C7 a u` U°x VU U0 a I . MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE EQUIREMENT5 FOR MASONRY STRUCTURES" (ACl/ASCE 530-58) AND SPECIFICATIONS FOR MASONRY STRUCTURES" (ACl/ASCE 530. 1-88) EXCEPT AS AMENDED BELOW. 2. STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. 3. USE TYPE "M" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 2500 P51 FOR ABOVE GRADE APPLICATIONS AND TYPE "5" MORTAR WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 F51 FOR BELOW GRADE APPLICATIONS. 4. MASONRY UNITS SHALL CONFORM TO A5TM C90 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2800 PSI ON NET SECTION, TO PROVIDE NET AREA COMPRESSIVE 5TRENGTH OF MASONRY (Fm') OF 2000 PSI. 5. PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELLS: A. AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS AND GIRDER TRUSSES. B. AT ALL CORNERS AND INTERSECTIONS C. (1) CELL ADJACENT TO OPENINGS FOR WALL SPANS LE55THAN 10'. (2) CELL5 ADJACENT TO OPENINGS FOR WALL SPANS GREATER THAN 10' /D. AS SHOWN ON ARCHITECTURAL PLANS �0� U lY E. MAXIMUM 48" O.G. (UNLE55 NOTED OTHERWISE) G. PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. 7. REINFORCING FOR FILLED CELLS SHALL CONFORM TO A5TM AG 15, GRADE GO, LAPPED 46 BAR DIAMETERS. 8. ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOURS PRIOR TO POURING BEAMS AND LINTELS, 9. REINFORCE WALL WITH LADDER TYPE REINFORCEMENT ("DUR-O-WALL" OR EQUAL) IN BED JOINTS AT I G" O.C. MEASURED VERTICALLY, LAP SPLICE ALL HORIZONTAL WALL REINFORCING G". PROVIDE PREFABRICATED 'TEE" OR CORNER SECTIONS AT ALL INTERSECTING WALLS. 10. REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MA5ONRY WALL5. PROVIDE CLEAN -OUT HOLES, AT BASE OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT. w W o ou o z ,� e b� Q� i i q O 5W ►-a w �-1 � O Z c U PROJECT NO. 18-022 SHEET S-1 TYPICAL PILING 4 TRANSITION CAP A P2 G'-0" CRITICAL BEARING PILING 52.5 kips COMPRESSION LOAD TYPICAL PILING Q- P 17 5HEARWALL FOOTING P IF_.. -� r P 17a R N� ELEVATION CHi� (� AT 5HEARWALL PILING P I L/ - TYPICAL PILING SHEARWALL FOOTING P22 P2 1 TYPICAL PIUNG E 1 TRANSITION CAP 1 I P30 PERMIT DRAWING P3 P4 P5 PG TYPICAL PILING @GARAGE on SHEARWALL FOOTING i --- 35 kip5 TYPICAL LOADING 1 1 I P14 P15 IELEVATION CHANGE AT SHEARWALL PILING PI9 p TYPICAL PILING 6 TPAN51 1ON CAP @ GAF AGE I P13 CRITICAL BEARING PILING 57.5 Iups COMPRE5510N LOAD P12 TYPICAL PILING E TRANSITION CAP @ GARAGE P P20 37 IPILING CLUSTER @ 6HEARWALL FOOTING - MAINTAIN MINIMUM 5' TYPICAL PILING @ PILE -to -PILE SEPARATION ELEVATOR PIT - REFER TO DETAIL SHEET 5-9 P29�T� P2 I TYPICAL PILING @� P 2 4 51 EAPWAU_ FOOTING P 2 5 P 2 G P 2 7 43 kip5 MAX. LOADING CRITICAL BEARING PILING 55.4 kips COMPRESSION LOAD P7__ TYPICAL PILING @ GARAGE EL!<VATION CHANGE TYPICAL PILING @ AT �tiEARWALL PILING SHEARWALL FOOTING 42.3 kips MAX. LOADING 1 0'-G° 10'-G' P32 AUGER -CAST PILE SCALE: 1 /4" = 1 '-0" P33 LAYOUT THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER, ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. P34 J �fj TYPICAL PILING @ PATIO N w/ TRANSITION CAP -------------- P47 P48 '"� P45 9-I I' II I I� 11 I 11I I TYPICAL PILING @ PATIO I CONFER WITH POOL DE5IGNER TO AVOID CONFLICTS L WAS • (' II O � I I P43 -_j 1 II 1 CONCRETE COLUMN on "VARIABLE PILE" - COORDIANTE LOCATION OF FILE * COLUMN WITH FINAL POOL _ 1 DESIGN PRIOR TO CONSTRUCTION TYPICAL EXAGERATED SHEARWALL I TYPICAL FOR ALL FILING ADJACENT TO POOL SHELL FOOTING @ PILE CLUSTER I 1 jL - - - - - - - - J P42 4-- - -a P40 T P4 I { TYPICAL PILING # TRAN5ITION CAP P3 5 o POURED -IN -PLACE or PILATER BLOCK CONCRETE COLUMN - REFER TO PLAN5 - - FOR LOCATIONS - REFER TO COLUMN SCHEDULE FOR SPECIFICATIONS REINFORCEMENT - TYPE - "C-1 " COLUMN ILLU5TRATED TRANSITION CAP or GRADE BEAM REFER TO TRANSITION CAP - - DETAIL (sheet 5-3) FOR REINF. REFER TO GRADE BEAM DETAILS sheet 5-9 --- CLEAN OUT G" BELOW TOP OF PILE PRIORTO CAP \ CONSTRUCTION I #3 STIRRUPS SPACED 3" O.C. D + { --- @ TOP OF PILE THEN ,I O" O.C. FOR REMAINDER A5 SHOWN I G" dla. AUGER CAST PILE w/ (G) #G BARS _ only (3) bars shown PILE SHALL BE DRILLED w/ F CONTINUOU5 FLIGHT AUGER AND CAST w/ 5,000 PSI GROUT WIRE TIES (G) #3 BARS TAPERED TO POINT * TIED TO PILE CAGE AS SHOWN HOOK ALL PILE REINF TOWARDS CENTER OF TRANSITION CAP or GRADE BEAM - REFER'FO DETAILS (sheet 5-3) TOP OF TRANS. CAP EL.=SEE SCHEDULE c N 3" MIN. PILE EMBEDMENT 0 VI s w per EDO 15 1 0.3. 1 1 w a o � I � � N Z3.7 ia o a o ®I Q O Z w V V J W x = U Q N V M y� z U @� Qa@)o x j W zW � �> wz z C4 o � O Oa N_ 0 FACITY 15 RELATIVE TO PILE DEPTH W C7 w F THE SCOUR LINE. REFER TO DEEP W C d ATION NOTES FOR DETAILS. O w Q U �¢ P4 x N L� z R. Ul a. w Qm 50TTOM OF PILE CAGE rc' EL.=SEE SCHEDULE a a �z z PILE/CAP/COLUMN DETAIL SCALE: NOT TO SCALE fWTN51T1oN@PAT'° PILING SCHEDULE P39 I N5T� DE51GNATION TYPE TOP Of PILE PILE DEPTH PILE length CAP eleatlon P I -P6 16" AUGER -CAST 7.25 navel - 19.00 navel 2G.25' 9.00 navel ..,.,._-_- .------._ ............. --.. P7 P 12 1 1 G" AUGER CAST 7.25 navd -1 9.00 navel 2G.25' 9.00 navel ....__ __.........___.__�-.--_ __._ ..._....--..__ _._. _ _. ....._ _. -.-.. P 1 3-P 14 1 1 G" AUGER CAST 7.25 navd -24.00 navd 3 I .25' 9.00 navd ---- _ . _.. ..... ----.-.-. ..-. ........ P 15-P 17a I I G" AUGER CAST 8.75 navd 19.00 navd 27.75' 10.50 navd .,.. ... P 18-P 1 9 I G" AUGER -CAST I I .25 navd -1 9.00 navd 34.00' 13.00 navd ------------ P20-P28 I -G" AUGER -CAST 1 1 .25 navd - 19.00 navd 34.00' 13.00 navd P29 I G" AUGER CAST 1125 navd ' 24.00 navd 35.25' 13,00 navd ------__..__-- ------ -_- _-______ _ -- _ .__.__ _ P30 F I G" AUGER CAST 9.75 navd 1 19.00 navd 28.75' 1 1.50 navd --- _.-- _ ---- P3 I I I G" AUGER CAST 8.25 navd 1 9 00 navd 27.25' 10.00 navd ---_- __.__ _ _ ----- _ , ..__ ------ _ _- P32 I G" AUGER -CAST 9.75 navd -1 9.00 navd 28.75' 1 1.50 navd P33 1 G" AUGER CAST 9.75 navd 1 -1 9.00 navd 28.75' I 1.50 navd ... P34 -� 1 G" AUGER CAST 1125 navd 19.00 navd 30.25 13.00 navd ........-- ._ P35 I G" AUGER -CAST j 1 1 .25 navd j -19.00 navd 30.25' 13.00 navd --_ __ P3G-P37 I G" AUGER -CAST 9.75 navd 19.00 navd 28.75' I 1.50 navd - ---------- - - -- -- ----- P38-P42 1 G" AUGER -CAST 8.75 navd ! - 19.00 navd 27.75' 0.50 navd FP43-P47 I G" AUGER -CAST 8.75 navd 19.00 navd 27.75' 10.50 navd j ALLATION NOTE: TOP OF PILE STEEL SHALL NOT EXCEED 3" (0.25 feet) BELOW THE CAP ELEVATIO Q �rl a., Q c U blJ �m � w Q x > o PROJECT NO. 18-022 SHEET N S-2 FOUNDATION NOTES PERMIT DRAWING �= GENERAL NOTES 1. THE DESIGN AND CONSTRUCTION OF THE STRUCTURE AND/OR STRUCTURAL COMPONENTS DEPICTED ON THIS PLAN ARE FULLY UNDER THE JURISDICTION OF THE FLORIDA BUILDING CODE 2017. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR COORDINATION OF CHANGES WITH THE ENGINEERING PLANS AND SPECIFICATIONS. 3. CONTRACTOR SHALL COORDINATE SLAB ELEVATION, CHANGES, DEPRESSIONS, THRESHOLDS, PADS, ETC. AND ANY UNKOWN FIELD CONDITIONS. 4. THE CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND START OF CONSTRUCTION AND TO PROTECT AND MAINTAIN ALL THE CONSTRUCTION AND ITS CONTENTS. 5. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INDICATED. ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE FURTHER VERIFIED WITH ARCHITECT * ENGINEER. G. FOR MOUNTING AND SECURING MECHANICAL EQUIPMENT, REFER TO THE MANUFACTURE'S INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 7. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE JOB -SITE, A CURRENT APPROVED SET OF SHOP DRAWINGS. 8, REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. 9. ALL CONSTRUCTION PERFORMED IN ACCORDANCE WITH THESE PLANS MUST ALSO MEET OR EXCEED ALL APPLICABLE AND CURRENT BUILDING CODE REQUIREMNT5 AND MUST BE PERFORMED IN ACCORDANCE WITH FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION CCCL PERMIT. 10. AT ALL PHASES OF CONSTRUCTION, IT SHALL DE THE RESPONSIBILITY Of THE GENERAL CONTRACTOR TO CONFIRM THAT ALL PROPOSED CONSTRUCTION IS IN ACCORDANCE WITH THE MOST UP-TO-DATE CONSTRUCTION DRAWINGS AS APPROVED DY THE ARCHITECT AND ENGINEER Of RECORD. FOUNDATION NOTES I , FOUNDATIONS SHALL BE PREPARED IN FULL CONFORMANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 2. ALL RECESSES IN CONCRETE SLAB TO BE COORDINATED WITH ARCHITECT FOR DETAILS INCLUDING BUT NOT LIMITED TO: THRESHOLDS, STEPS, RECESSED SHOWER LOCATIONS, FLOORING FINISH MATERIALS, AND DRAIN LOCATIONS, ETC. 3. A VAPOR BARRIER IS TO TO BE PLACED UNDER ALL BUILDING FOUNDATION BEAMS AND FLOOR 5LAB5 IN ACCORDANCE WITH A5TM E 1 993-98. TO BE INSTALLED PRIOR TO POURING CONCRETE FOR FOUNDATION. 4. ALL ELECTRICAL CONDUIT, PLUMBING, A/C DUCTS, AND OTHER MECHANICALLY REQUIRED INTERIOUR COMPONENT LOCATIONS AND INSTALLATION MUST BE COORDINATED WITH THE ARCHTECT PRIOR TO CONSTRUCTION OF THE FOUNDATION. 5, CONTRACTOR SHALL COORDINATE SLAB ELEVATIONS CHANGES AND ANY UNKNOWN FIELD CONDITIONS. G. THE FOLLOWING FREQUENCY OF TESTING SHALL BE REQUIRED BEFORE PLACING CONCRETE FOR FOOTINGS AND 5LA55: CONTINUOUS FOOTING/GRADE BEAM SHALL BE TESTED EVERY 40 LINEAR FEET AT BEARING ELEVATION AND ONE FOOT BELOW BEARING. COLUMN FOOTINGS - 25% OF FOOTINGS SHALL BE TESTED AT BEARING AND ONE FOOT BELOW BEARING. BUILDING PAD SHALL BE TESTED EVERY 1 000 SQUARE FEET OF FLOOR AT GRADE AND ONE FOOT BELOW GRADE. IN AREAS OF THE BUILDING PAD WHERE SOIL IS BEING CUT IT IS THE RESPONSIBILITY OF THE SITE CONTRACTOR TO DEN5IFY THE TOP 12 INCHES OF EXISTING SOIL TO 55% OR MODIFIED PROCTOR AS RECOMMENDED IN THE SOILS REPORT FOR THI5 PROJECT PREPARED BY KSM ENGINEERING, INC. DATED NOVEMBER 2009. THESE 501L TESTS SHALL MEET OR EXCEED 95% MODIFIED PROCTOR (A5TM D 1 557 METHOD A) DEEP FOUNDATION 1. FILES SHALL BE CAST IN PLACE (AUGER) I G" DIA with 5,000 p51 CONCRETE (SEE TYPICAL DETAIL). 2. ALL PILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROVIDE THE FOLLOWING CAPACITIES: all piles @ 20'± below Scour - 40 TONS COMPRESSION; 12 TONS TENSION REFER TO PILE SCHEDULE (sheet 5-2) FOR MORE DETAILS. 3. UNLESS OTHERWISE NOTED ON PLANS, CENTER ALL PILES/PILE CAP5 UNDER RESPECTIVE COLUMNS. 4. CAST IN PLACE (AUGER) TYPE PILES SHALL CON515T OF CONCRETE PLACED AFTER BEING DRILLED BY A CONTINUOUS FLIGHT AUGER. TOLERANCE FOR PILES 15 2" IN ANY DIRECTION UNLESS NOTED OTHERWISE. ALL PILES TO PENETRATE I (-) 20.00 NAVD OR AS NOTED. REFER TO PILE SCHEDULE (sheet 5-2) FOR MORE DETAILS. SHALLOW FOUNDATIONS 1. 501L TO BE STRIPPED, COMPACTED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER AND PROJECT SPECIFICATIONS. 2. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR ECCENTRICITY SHALL BE 2". TOLERANCE FOR MISLOCATION OF COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI OR A15C STANDARDS. 3. WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS FOOTINGS, PROVIDE A KEYWAY PER THE TYPICAL DETAIL. HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE PERMITTED. 4. CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER IF SOIL CONDITIONS ARE UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE FROM BEING OBTAINED, 5. COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR INTERFERENCE. INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FOOTINGS SHOULD BE STEPPED AS DETAILED ON THE DRAWING5. G. EXCAVATING UNDER OR NEAR IN -PLACE FOOTINGS/FOUNDATIONS WHICH DISTURBS THE COMPACTED SOIL BENEATH THE FOOTINGS/FOUNDATIONS WILL NOT BE PERMITTED. 7. REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING COLUMN DOWELS AND ANCHOR BOLTS. CONCRETE REINFORMCEMENT I . CONCRETE REINFORCING BARS SHALL BE DEFORMED NEW BILLET STEEL CONFORMING TO A5TM A-G 15, GRADE GO, WITH MINIMUM YIELD STRENGTH = GO,000 p51. 2. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 24 INCH LAP. PROVIDE CORNER BARS 3. ALL CONCRETE MA50NARY CONSTRUCTION SHALL CONFORM WITH ACI 530-88/A5CE 5-88. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH A5TM C-90 WITH TYPE M OR 5 MORTAR COMPLYING TO A5TM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA. 4. ALL SPLICES SHALL BE LAP SPLICES, SHALL BE A MINIMUM OF 48 BAR DIAMETERS, USING LARGER BAR DIAMETER WHEN SPLICING DIFFERENT SIZE 5AR5.REINFORCEMENT TERMINATIONS INTO TIE BEAMS AND FOUNDATIONS OR AS NOTED. 5. REINFORMCEMNT MAY BE BENT IN SHOP OR FIELD, PROVIDED THAT THE DIAMTERE OF BEND SHALL BE GREATER THAN G BAR DIAMETERS. REINFORCEMENT PARTIALLY EMBEDED IN CONCRETE SHALL NOT EE BENT. G. SECURE REINFORMCEMNT FROM DISPLACEMENT DURING PLACEMEMNT UTILIZING CHAIRS AND BOLSTERS. WELDED WIRE MESH SHALL CONFORM TO A5TM A-1 85. PROVIDE CHAIRS AND BOLSTERS TO INSURE THAT THE MESH 15 EMBEDDED I " FROM TOP OF SLAB. 7. STANDARD 90 DEGREE HOOK (STANDARD HOOK) SHALL TERMINATE WITH A 90 DEGREE BEND AND AN EXTENSION FROM BEND AT LEAST 12 BAR DIAMETERS. THIS SHALL BE USED AT ALL VERTICAL REINFORCEMENT TERMINATIONS INTO TIE BEAMS AND FOUNDATIONS OR AS NOTED. 8. MINIMUM CONCRETE COVER SHALL BE: FOOTINGS � PILES 3" BEAMS, SLABS, WALL 2" GROUTED MASONRY 2" 9. ALL PILE VERTICAL REINFORCEMENT SHALL BE SHOP FABRICATED WITH CLEAN 900 BENDS INTO TRANSITION CAPS. HOOKS SHALL HAVE A MINIMUM LEG DIMEN51ON OF 15" AND SHALL BE TURNED ACRO05 PILE INTO CAP CENTER (MAINTAIN A MINIMUM 3" CONCRETE COVER). 10. ALL BEAM STEEL SPLICES SHALL OCCUR AT MID5PAN FOR TOP STEEL AND OVER COLUMNS FOR BOTTOM STEEL. CONCRETE NOTES I . ALL CONCRETE DE51GN AND PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 3 18-95. 2. CONTACT ENGINEER 48 HOURS PRIOR TO POURING CONCRETE SO ARRANGEMENTS CAN BE MADE TO HAVE AN ENGINEER OR INSPECTOR PRESENT DURING THE POUR. 3. PROVIDE (4) TEST CYLINDERS FOR EACH 50 C.Y. OF CONCRETE PLACED OR FRACTION THEREOF. 4. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SPREAD AND WALL FOOTINGS 3000 PSI COLUMNS AND WALLS 3000 PSI BEAMS AND 5LA155 3000 P51 USE REGULAR WEIGHT CONCRETE. t 5. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING SLUMPS # AGGREGATE REQUIREMENTS: LOCATION SLUMP MAX. AGGREGATE FOOTINGS 4"± 1 " ASTM #57 COLUMNS 511± 1 " A5TM #57 BEAMS AND SLABS 511± 1 " A5TM #57 FILLED CELLS 811± I " A5TM #8 PEAROCK TIE EMS R TIE COIL'S 5"± 1 " A5TM #8 PEAROCK PILES 811± I " A5TM #8 PEAROCK THE USE OF JITTERBUGS TO CONSOLIDATE CONCRETE WILL NOT BE PERMITTED. G. ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. 7. A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. 8. CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" UNLESS NOTED OTHERWISE. 9. ALL SLABS ON GRADE SHALL BE FIBER REINFORCED CONCRETE, UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO A5TM-A 185. 10. SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY. CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO CASTING CONCRETE. I I. NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. 12. AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS 4 STRIP FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY UNLESS NOTED OTHERWISE AS HORIZONTAL STEEL. REFER TO TYPICAL DETAIL. 13. ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. 14. WEDGE BOLTS SHALL BE ITW RAM5ET/REDHEAD BOLTS OR APPROVED EQUIVALENT INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING REINFORCING TO I N5TALL. 15. HEADED STUD ANCHORS SHALL BE A5TM A 105, GRADE S, 1010 THROUGH 1 020 AS MANUFACTURED BY NELSON STUD OR APPROVED EQUIVALENT. STUD WELDING SHALL CONFORM TO AW5 D 1. 1 "STRUCTURAL WELDING CODE." I G. FOOTING SIZES SHOWN ARE FOR FOOTINGS CONSTRUCTED WITH 51DE FORMS. IF SOIL MATERIAL CAN HOLD A VERTICAL SHAPE, IT CAN BE USED AS AN EARTH FORM. ALL SLOUGHED MATERIAL SHALL BE REMOVED FROM EXCAVATION BEFORE AND DURING PLACEMENT OF CONCRETE. 17. PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO ACI 3 15, SECTION G.3, THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION P3 1 P32 P33 P34 PILING OVERVIEW SCALE: 3/ 1 G" = I '-011 CODE * DESIGN CRITERIA I . ALL STRUCTURAL PLANS SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND FLORIDA BUILDING CODE RESIDENTIAL 2017. 2. BUILDING CLASSIFICATION ENCLOSED 3. DESIGN WIND SPEED 170mph Vult 4. IMPORTANCE FACTOR 1.0 5. EXPOSURE CLASSIFICATION D G. INTERNAL PRESSURE COEF. ± 0.16 7. 51E5MIC ZONE 0 8• MEAN BUILDING HEIGHT 26.42' 9. ALLOWABLE SOIL BEARING PRESSURE 2,500 P5F. VERIFY WITH GEOTECHNICAL ENGINEER REPORT PRIOR TO CONSTRUCTION, ASSUMPTIONS: A. THE BUILDING 15 "ENCLOSED" AS DEFINED IN "FLORIDA BUILDING CODE 2017. B. WIND VELOCITY PRESSURES AND COEFFICIENTS USED ARE FOR MAIN WIND FORCE RESISTING SYSTEM; ALLOWABLE STRESS DESIGN, Kcl = 0,85. C. ALL PRE -MANUFACTURED COMPONENTS, I.E. WINDOWS, DOORS, JAMBS, TRUSSES ETC. SHALL BE VERIFIED BY MANUFACTURER TO BE CAPABLE OF SUSTAINING DESIGN WIND FORCES. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. D. ALL COMPONENTS AND CLADDING 50JECT TO WIND LOADINGS: I.E. ROOF TILES, SOFFITS, ETC. SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS FOR ADEQUATELY RESISTING OR TRANSFERRING WIND LOADS TO THE MAIN WIND FORCE RESISTING SYSTEM. E. OWNER OR CONTRACTOR SHALL OBTAIN NECESSARY INSTALLATION SPECIFICATIONS AND INSPECTIONS REQUIRED TO COMPLY WITH MANUFACTURERS RECCOMMENDATIONS FOR INSTALLATION OF COMPONENTS AND CLADDING FOR HIGH WIND VELOCITY AREAS. P3 5 RECEIVED JAN 0 9 2019 ST. Lucie County, Permitting O P40 '4 7 m P39 REFER TO SHEET 5-2 FOR PILING SCHEDULE SCANNED BY St. Lucie Couni MASONRY NOTES I . MASONRY CONSTRUCTION SHALL CONFORM TO ACI "BUILDING CODE EQUIREMENT.S FOR MASONRY STRUCTURES" (ACl/A5CE 530-58) AND SPECIFICATIONS FOR MASONRY 5TRUCTUR.F5" (ACl/A5CE 530. 1-88) EXCEPT AS AMENDED BELOW, 2. STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS 5HA1.,_ 5L LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. 3. USE TYPE "M" MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 2500 P51 FOR ABOVE GRADE APPLICATIONS AND TYPE "S" MORTAR WITH A MINIMUM COMPPE551VE STRENGTH OF 2000 P51 FOR BELOW GRADE APPLICATIONS. 4. MASONRY UNITS SHALL CONFORM TO A5TM COO WITH A MINIMUM COMPRE551VF STRENGTH OF 2800 PSI ON NET SECTION, TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (Fm') OF 2000 PSI. 5. PROVIDE FILLED CEL LS AD SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELL: A. AT ANCHORAGE OF CONNECTIONS OR BEARING OF BEAMS AND GIRDER TRU55E5. B. AT ALL CORNERS AND INTERSECTIONS C. (1) CELL ADJACENT TO OPENINGS FOR WALL SPANS LE55THAN 1 0', (2) CELLS ADJACENT TO OPENINGS FOR WALL SPANS GREATER THAN 1 0' D. AS SHOWN ON ARCHITECTURAL PLANS E. MAXIMUM 48" O.C. (UNLESS NOTED OTHERWISE) G. PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. 7. REINFORCING FOR FILLED CELLS SHALL CONFORM TO A5TM AG 15, GRADE GO, LAPPED 48 BAR DIAM ETER5. 8. ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOURS PRIOR TO POURING BEAMS AND LINTELS. 9 REINFORCE WALL WITH LADDER TYPE REINFORCEMENT ("DUR-O-WALL" OR EQUAL) IN DEC) JOINTS AT I G" O.C. MEASURED VERTICALLY, LAP SPLICE ALL HORIZONTAL WALL REINFORCING G". PROVIDE PREFABRICATED 'TEE" OR CORNER SECTIONS AT ALL INTERSECTING WALLS. 10. REFER TO TYPICAL WALL SECTIONS FOR MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALL5. PROVIDE CLEAN -OUT HOLES AT BASE OF FILLED CELL WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT. w m z 5 K m Y a a m o � I N ZO V 11 I (Y m in o Q w w U J Q Q 0 U N U o z ra W Z� �M 0 JQ U w w wz N v¢ F W� o , U< n�a U o U -- Z °° z O a c.a r 0 Co � o x �y i O h^ H PROJECT NO. 18-022 SHEET S-1 PERMIT DRAWING PI P2 P3 P4 P5 PG ------- ------- -------- ------- P17 P173RQ7'/,-- ELEVATION CHANGE - AT F)HEARWALL PILING P22 I P3 1 TYPICAL EXAGERATED SHEARWALL FOOTING @ PILE CLUSTER P3 2 P33 P34 P3 5 P38 AUGER -CAST PILE LAYOUT SCALE: 114" = I'-0" THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED "Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER, ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. CONTRACTOR SHALL COORDINATE ALL DETAILS AND ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. TYPICAL PILING @ PATIO w/TRANSITION CAP P47 TYPICAL PILING @ PATIO I I CONFER WPOOL DIGNE C R EI 4VVYy TO AVOID CONFLICTS P44 I II II 1 I I I I I I I it I I I I I � II II I P43 I CONCRETE COLUMN on "VARIABLE PILE" - COORDIANTE LOCATION OF PILE 8 COLUMN WITH FINAL POOL _ DESIGN PRIOR TO CONSTRUCTION i TYPICAL FOR ALL PILING ADJACENT TO POOL SHELL EEO TYPICAL PILING @ PATIO w/ TRANSITION CAP P39 POURED -IN -PLACE or PILATER BLOCK CONCRETE COLUMN - REFER TO PLANS FOR LOCATIONS - REFER TO COLUMN SCHEDULE FOR SPECIFICATIONS REINFORCEMENT - TYPE "C- I " COLUMN ILLUSTRATED TRANSITION CAP or GRADE BEAM REFER TO TRANSITION CAP DETAIL (sheet 5-3) FOR REINF. REFER TO GRADE BEAM DETAILS sheet 5-0 CLEAN OUT G" BELOW TOP OF PILE PRIOR TO CAP CONSTRUCTION #3 STIRRUPS SPACED 3" O.C. 19 @ TOP OF PILE THEN 1 O" O.C. FOR REMAINDER A5 SHOWN I G" dla. AUGER CAST PILE w/ (G) #G BARS only (3) bars shown PILE SHALL BE DRILLED w/ A CONTINUOUS FLIGHT AUGER AND CAST w/ 5,000 PSI GROUT WIRE TIES (G) #3 BARS TAPERED TO POINT * TIED TO PILE CAGE A5 SHOWN N iu HOOK ALL PILE REINF OWARD5 N CENTER OF TRAN5ITION GAP or GRADE BEAM - REFER TO DETAILS (sheet 5-3) TOP OF TRANS. CAP EL.=SEE SCHEDULE --_- N �r 3" MIN. PILE EMBEDMENT f per FBC 1810.3,1 1 I'!'-m is I G" PILE CAPACITY 15 RELATIVE TO PILE DEPTH BELOW THE SCOUR LINE. REFER TO DEEP FOUNDATION NOTES FOR DETAILS. BOTTOM OF PILE CAGE EL.=SEE SCHEDULE PILE/CAP/COLUMN DETAIL SCALE: NOT TO SCALE PILING 5CHEDULE DESIGNATION TYPE TOP OF PILE PILE DEPTH PILE length CAP eleatlon P I -P6 I G" AUGER -CAST 7.25 navd -1 9.00 navd 2G.25' 5.00 navd -- --- -- -- - - ......---- --_-.._. P7 P 12 1 G" AUGER CAST 7.25 navd 19.00 navd 2G.25' 9.00 navd -.,__-------- -- _.. __ ------ P 13 P 14 1 G" AUGER -CAST ... r 7 25 __ navd .....- _. 24.00 ..- navd 3 I .25' 9.00 navd P 15-P 17a I I G" AUGER -CAST 8.75 navd 19.00 navd 27.75' 10.50 navd P 18-P 19 1 1 G" AUGER -CAST I 1 1 .25 navd 19.00 navd 34.00' 13.00 navd P20-P28 i I G" AUGER -CAST I 1 .25 navd -1 0.00 navd 34.00' 13.00 navd P29 I G" AUGER CAST j 1 125 navd L -24.00 navd 35.25' 13.00 navd _ _-_ _. _ ----- _ _ P30 I G" AUGER -CAST j 9.75 navd -1 9.00 navd 28.75' 1 1.50 navd P3 I I G" AUGER -CAST 6.25 navd -1 9.00 navd 27.25' 10.00 navd P32 j I G" AUGER -CAST 9.75 navd -1 9.00 navd 28.75' 1 1.50 navd _-- -----____._ _ P33 I G" AUGER -CAST 9.75 navd -1 9.00 navd 28.75' 1 1.50 navd P34 I G" AUGER -CAST 1 1 .25 navd - 19.00 navd 30.25' 13.00 navd 735 I G" AUGER CAST I 1 .25 navd -1 9.00 navd 30.25' 13.00 navd P36-P37 .____ ___..____.. I G" -__-_-- AUGER -CAST 9.75 ___-_.. navd -1 9.00 navd 28,75' 1 1.50 navd P38-P42 ! I G" AUGER -CAST 8.75 navd 19.00 navd 27.75' 10.50 navd -. _ ---__ ____ ___ ..._-_ ____ - P43-P47 I G" AUGER -CAST 8.75 navd I- 19.00 navd 27.75' 10.50 navd o s a G � N � w O � � U PROJECT NO. 13-022 SHEET S-2 INSTALLATION NOTE: TOP OF PILE STEEL SHALL NOT EXCEED 3" (0.25 feet) BELOW TI1E CAP ELEVATION r VICINITY MAP PROJECT LOCATION SITE DATA PROJECT NAME: ACQUAVISTA LOT 1 STREET ADDRESS: 4410 North A1A; FORT PIERCE 34949 PROPERTY OWNER: VENETIAN ADMINISTRATION LLC (APPLICANT) 7400 W FLAGLER STREET MIAMI, FL 33144-2402 ENGINEER: DAVID S. KNIGHT, P:E. (AUTHORIZED AGENT) KNIGHT, MCGUIRE & ASSOCIATES, INC. 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 (772) 569-5505 SEC —TOWNSHIP —RANGE: SECTION 14, TOWNSHIP 34, RANGE 40E" TAX PARCEL NO(S),: 1414-704-0002-000-9 ZONING: HIRD (North Hutchinson Island) PROPOSED USE: SINGLE FAMILY RESIDENCE GROSS SITE AREA. 0.80 AC (34,848 sb) PROPOSED BUILDING AREA: 8,055 SF (buildable area) FLOOD ZONE: AO (depth 1) & AO (depth 2) PER F.I.R.M. MAP 12111CC093 J, DATE- FEBRUARY 16, 2012 SEWER: FORT PIERCE UTILITIES WATER SERVICE: FORT PIERCE UTILITIES LAND USE L-1 SETBACKS REQUIRED PROPOSED FRONT 25' SPECIAL SIDE 7.5' 7 ,p' (NORTH) 767' (SOUTH) CONSTRUCTION SCHEDULE: 09/18 begin 11/19 complete SITE BENOHMARK END 1adC — EL.=8.48' N.A.V.D,'8873 "ASI LB 7903" N.,1157287.55 5t5' E?880306.89 4 N66°51'25"E 7.96' \ B TO C.C,C.L. a \) 7O' J N89°AD'49'E(P) Y LOT 6 ° BLOCK A QUEENS ISLAND PRESERVE P.B. 60, PAGE 4 (OCCUPIED) LOT 5 BEACH ACCESS EASEMENT P.B. 60, PAGE 4 u 7P' ° sy < M.N.W.L. 0 ( \ Ccl)f� EL, 2p,N.G.V. D'29 8/18/06 PER P.B. 56, PG. 4 In �-k-3 tis ' VEG AT N AS NECE ARY TO CREATE 2 �A D P , H EACH ACCE ) AT EXISITNO G DE 7 SEAGAPE .-:REQUIR S H• ITI NAL (SEPARA ) APPROVAL F �s REA ST:. LUCIE O�JN Y ANNING. Wm� F a OP E 3'.BEACH AC SS EA E NT m �fVGARD EXTEN _ w OS C CE A Q a BAD oTm T — T�f 1 P RN C p .r &E A H aC S S E �( -gym ,,,� a °• ` ,:. PROPOSED HABITA E '-�CANOPY LIMITS '� ` & o �''h ; '��;f CONSTRUCTION trn) '.�i ?° i t °"s" 'E'; -5 ,Z 8. 60 PG.4 Ct° S ? O �➢ LO ;IS pm 4b A'1.. BLOCK A17. - QUEEN$ ISLAND PRESERVE ° �y N £ m w �U�- :-i '�.. , P.B. 60. PAGE 4 `� a a, s, .� 6. ° fi i1 °. ° ' SF 34.�` 6 1 , p °� 9IW ._ �_ '/�. Rj �Q' m� (/ ACRES OJ9AREA ��� ' SEWARp� EXTE T NT f vecA y ROPOSED �OAREA b CONSTRUCTION WM . p STATSONG'zm. v, °EO -�tt . 6 Vw"33-WIN 4l�F w ._ 7.36' .SE 220.06'(PA.C. ° .P 43.88(PdP B 60, PG,453 O1' Pd �= ^ ° 589 2 � t6 UNPLATTED a0 < °PSM 4971" m y PARAGON CONDOMINIUM �Q�m SITE BENCHMARK s �l? - OR. BOOK 1025, P6. 1559 '9 300,00' Z Z N.a1568156809.22 =} a, E:88046682 _. .D^LUR TO C . I' 2I. 48.98' MEASURED AT 90° FE O � i SCANNED APPROVED PLAN AS PERMITTED BY BY THE DIVISION OF WATER RESOURCE MANAGEMENT St. Lucie CaurtlP �T��= RE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION m^ O -3 SjgVG'(V APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST t COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND NpR() ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED 5, 1-' PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH. 161, F.S. AND OTHER PERMITS MAY BE REQUIRED. IT October 18, 2018 zn p....: 1 Reviewed by Date aV Id THE DRAWINGS ARE THE FOR WHICH TH: PROJECT NU. ENGINE R. OF THE DATE: DATE ENGINEER. WHETHER THE ACQUAVISTA - LOT 1 18-022 DSK PROJECT EY, KNIGHT, MCGUIRE &ASSOCIATES, INC. ARE MADE I3 EXECUTED FOR OR Ki�tA ' CONSULTING ENGINEERS AND PLANNERS HORIZONTAL CONTROL PLAN PMP NOT. COPY OR USE FOR OTHER ED ONLY I5 SINGLE FAMILY RESIDENCE �..t SHEET PERMITTED ONLY BY VERO BEAC W 03 REVISED PER email FROM FDEP DATED 10-03-18 1U-15-18 PIMP DSK WRITTEN CONTRACT WITH - 80 ROYAI, PALM POINTS, SUITE 401 VERO BEACH, FL 32960 Coastal Construction Setbacks 01 REVISED PER COMMENTS FROM FDEP DATED 08-09-18 08-14-18 PMP AS NOTED THE ENGINEER. - -- PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAU-:Civil@KnightMcGuire.com ST. LUCIE COUNTY FL. UNAUTHORIZED USE WILL Scott B. McGuire, P.E. David S. Knight, P.E. BE PROSECUTED PU LAWA CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 1 of4 MARK REVISION DATE BY DATE US-25-2018 rc THE COPYRIGHT uws. '�'� Fl. Reg No. 39573 Fl. Reg No. 41060 120 Graphic Scale I�IOi-ofG9 19a �(� 8 s LEGAL DESCRIPTION LOT 1, QUEENS ISLAND PRESERVE, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 60, PAGE 5, PUBLIC RECORDS OF 3*' ST. LUCIE COUNTY, FLORIDA. lI$i llii SAID PARCEL CONTAINING 0.80 ACRES, MORE OR LESS. i ...AS STATED IN THE CERTIFIED SURVEY FROM VELCON ENGINEERING 99i pfflj Ir '�' "EII'r'•' I a. . .c .. ..,..,; WM t 0 6B IT s :i d L r a LOT 3 4 1 r Y � y 4 T C il57 Y r .0 10C ly � �� v •• `• �, 0 MD A ✓ v ' � F / P m m m 5LLE. m W '. PS. 60, PG. 4 � a 0 7 d TT a J� CIO tz �T �a y d 1 < TO B N FAD IR m N 11568G9.22 - D{N.c 7EAExPF P E 6-21 5 E N 011 .srT'A ,- N89°20 49"E(P) 424 MEASURED EE 4214P.WP �FNDIRdC -�. N89°21'05"E( 'F RED AT 90° ® i' T` LB 4431 " L i3�'�6530'fMl \3 ....T....,... .y 57 _ 52 FNO/ R@C PSM ®9 r ,: � v'�.-� -©.:� NO 10 � � 1 14 m _ d � PALM PALM � �."j 12" 10„ 5' U.E.a a m Q ( 1 d P.B. 60, PG 4 5 U.E. 7) ,6 w P.R.60, PG. 4 c ^F o �tA LOT gyp. r, jet SIB 45 ° 4� PALM m':m ^--�.,..,oi PALM O NO =NZ I,Qy O O 10" �L \ -y u \ - - X .� = p-�_� y� i •�' t\ ��_�. DENSE sml$';itP FIND IR P P - N:115680922 ._+•� qR , sE.880466.82.% DENSE.EAGAPE CANTILEVERED Po-,,9"20'49"E(P) `424.4 N8O N66021 55"E 42.14' .- ..- ` SECOND FLOOR 11 p` N89"21'05"E , a �+ TO C.QC.L. e -o > ` ® 165.30' M _d ' 118 0T P&C P.O F BD 3d _-- _YiA E... ...>� 0 9 MEASURED AT 900 e o 1 �4 NO 10 47.27'(P&C) � �. enE Mu, e.A.E 8.0 u, . , ;' . OPc' 1'1.5 a g PROPOSED- ' AG og �gm $ o. s z'-;G.S 2_0� o 1.p�m�� $m �, PAL, ,_. ._ Lowest Floor @ ANcaPvGz, 9s�o A so ' Pixy PAVER 111 C'CS a9,0 N A.V.D. (be ow) ;, d 2 ti _-.-.--._. N 's DRIVE �. `'�Sti.ti 1 \ ., 9L y Ou, \ Z .B. 60, PG. 4 � ° ° PALM 0.6T .f V3 Nti ° �0 ' ; ° A ° 3m� N� 410 N ° STOOP 11„� PROPQSEp' RESI N �\ � _Z w 90 N Finish 'Fi oor El ` BLocKi o s. balcony �> co24.00 N:A,V.D. QuE Ns ISLAND PRESERVE N w above) N� P.B.'60„,PAGE 4 ELEVATED FOOL A(vacjq c� 8c PATIO;�DE K a, �° 1� ° o o ° --� ° L _ @ 23.5 N.A !(.f� tio� ` -w__ DENSE sEAGAPE j v SE oIR °� sr riao N HELP < GRAPE) w ESTABLIS AREA m wv S Q'. PALM 1o.D 9 s STf11-OTURE 20'X40'. CUE W PA ALM 11" _ N o „.. O °� e 2„_ ��_. z>�i,.o.-��_u BIiLDING�L1 E r P.B, 60, PG. 4° : 9 0 12 0 +'^ k" m �- N22'33'55"W u` 53.01' P& i .\.,,.n�1 5 - G/ PKbO PSM 4971 N ' � 9.s 2F3A@ (P&c) N o/cM 589-20'49"W(P) �43 .02'(P,M,&C) 0 03 02 0 01 o MARK m ° IL Np TILBEVEF - EQUIPMENT @ ..��;� ^ ti� 589"21' W(M) =1 ,� „ SEC FLOG 16�A N.A.V.D. "�, �.'` N < Y, "' A l rt O -n IV O Zm No FIND PK&D r q 9S'O'S- •� `.. 90 m , 14971" w� SITE BENCHMARK - y <), °"� -. '1, .- ° UNPLATTED .4 PARAGON CONDOMINIUM O, r EL.5.51' N.A.V.D.'88 O.R. BOOK 1025, PG. 1559 m' Z. 100.00, 2 Z NA156809.22 " ✓ o w E.:880466.82i „�a ,�nirURB ✓, N N N6605125"E 48.98' .t 1l TO C.C.C.L. S MEASURED AT 90° t 3y� yN 01 7F y� {' 3yN q \ \ J { {R OVE VEGETATION AS NECE- RY TO CREATE A m01 r' 2' IDE NO PATH (BEACH ACC S) AT EXISITNG m GRA E ' EQUIRES ADDITIONAL (SE RATE)\> ,4 APP VAL ROM ST. LUCIE COUNTY P NNING. 3y ROP S 1 3' BEAC,,M ACCES EASEMENT, 3.21'(C) 9 E B'AE ld •., a .Mt . ,. ,..:.1 '.::-.: � .,,ia: n< a �;; ,a,,i _..�,ti` +,�. 39.66'(P&C) 9 m P PO D 3s�BEACH AQCESS EASEMENT y� (P u 717 9 N o N 03 �� N°CID O'Lm< � Q� �, �; > 4' A, NO r� trj ;A, rm o° ^ n �� A a 0to ; (� 0 ° ° 0 0 m ° Y $ �O ° 7A CP s' �,o THxS AREA s m s � ,-•-1 b gS) H a a- 220.05'(P&C) q&' 4Q3 b °> �43.88'(P&C) 0 ok" Site Plan with Drainage Scale: 1 " = 20' �. Z1 z: ZIN ZIF- Z'ap ELJS J0. JIB JI� J 0 � d ` Do I w w w I? 0 ¢lo 00 01� olv °I o v' 'NIA a5 o w,uj w � I;Li� of o w w:w owl¢ I-'v ¢ ¢ cz c 0 U1 0{ I °) ¢w a.u1 �� 'c) n In � cn w ¢ bi ¢I¢ Flo Xis of ¢1> 31 rll �: 3 z 3 �Iz io w w w w wlw w wl c �! <I¢ x �1 xI xlo x) = o N 0-w w N N L_ iz L� (4 ° vl ° w �I > { cal00 o_I O O �U iIW 21 = Le IQ Q W W �lU 1 O} O 1_ LL L� S ='°� 1 ¢,� ( oiof o ° I 1 ¢; al l rn cn U U 31 ( 1 0 a ROOF PEAK. ELEV = 53.9` navd 'o o ¢ Q o o ( z, z o w g gFo N a _W...._ i, ._....._,. _. __, m.._. _, _. 01 (A ¢ 2nd FLOOR T.O.B. ELEV = 47.0' navd {M 7 �.Z x z � LO �1 POOL AND PILING BY OTHERS. ....... ...._ ._.. .- ...,. _. .. _.-..-_.._....__ .. .._. V,. 0..N �{ L.H.S.M. ABOVI 16.41 N.A.V.D. .. ,.. O' U Q 6 2nd FLOOR F.F. ELEV = 37.0° navd I MAX POOL_DEIPTH - 5.5 _ a 1st FLOOR T.O.B. ELEV = 35.33 navd POOL-DECk �C-23.5 N.R.V.D. D POOL DECK HEIGHT ABOVE GRADE w u { � A' zas VARIES - 12.5' MAXIMUM Iw F_F FI FV = 24 0 nnvd .I... i 1 .... 1� / PLANT NATIVE VEGETATION .. _ __,. _ .,.._ ... I . ............ i ( POOL (SEA OATS) as needed „ I ® remove exotics minimum I HCM V = 1 41 °navd Lobby Finish Floor 13.0 navd ^� % Garage Finish Floor 9.0 navd Elevation 1.21 navd ! �/ FDEP SOUR ZON (ELEV 1.21' navd)!I ` 31 con ptual piling layou i i ing de ,h per conceptual pool Oiling j. j (BY OTHERS) structur'I' Ions - I Estimated PILING DEPTH -15.00 navd - p u refer to structural plans for details- ' I I I I GENERAL NOTES 1.) A 4'-0" HIGH, TEMPORARY CONSTRUCTION FENCE SHALL BE PLACED ENTIRELY ACROSS OCEANSIDE EDGE OF THE CONSTRUCTION SITE AS SHOWN IN PLAN. 2.) THE CONSTRUCTION FENCE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 3.) AREAS OUTSIDE OF THE CONSTRUCTION FENCE SHALL REMAIN UNDISTURBED (EXCEPT THE REMOVAL OF EXOTIC PEPPERS AND AUSTRALIAN PINES). 4.) THE EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH THE APPROVED SEA TURTLE PROTECTION PLAN. 5.) ALL FILL BROUGHT TO THE SITE SHALL BE OF SIMILAR GRAIN SIZE AND COLOR TO THAT WHICH NATURALLY EXISTS AT THE SITE. 6.) FILL SHALL BE BROUGHT IN IN LIFTS NOT EXCEEDING 2.0 FEET AND SHALL BE COMPACTED BY MECHANICAL MEANS TO ACHIEVE 98% MAX. DRY DENSITY. 7.) ALL CONSTRUCTION AND DESIGN SHALL BE IN COMPLIANCE WITH F.D.E.P COASTAL PERMIT, ST LUCIE COUNTY CODES & ORDINANCE AND THE FBC 2010. REVISED PER email FROM FDEP DATED 10-03-18 REVISED PER email FROM FDEP DATED 09-26-18 REVISED PER COMMENTS FROM FDEP DATED 08-09-18 REVISION SEA TURTLE PROTECTION NOTES 1.) NO CONSTRUCTION CAN OCCUR SEAWARD OF THE PRIMARY DUNE, DURING MARINE TURTLE NESTING SEASON. (SEASON MAY 1ST TO OCTOBER 31) 2.) NO FENCES, INCLUDING CONSTRUCTION FENCES, CAN BE ERECTED ON THE SANDY BEACH DURING MARINE TURTLE NESTING SEASON. 3•) NO LIGHTS SHOULD BE VISIBLE FROM THE BEACH DURING CONSTRUCTION. 4.) ONLY THOSE EXTERIOR LIGHTS INCLUDED IN THE APPROVED AND STAMPED LIGHTING PLAN CAN BE INSTALLED ON SITE. 5.) ALL GLASS WINDOWS AND DOORS MUST BE TINTED TO A 45% LIGHT TRANSMITTANCE LEVEL. ENGINEER. WHETHER THE DISK PROJECT FOR WHICH THEY ARE MADE OR IOREXECUTE 10-15-16 PMP PMP NOT. COPY USE FOR OTHER PROJECTS IS 09-28-18 PMP DISK PERMOTEO ONLY BY WRITTEN CONTRACT WITH THE ENGINEER. 08-14-18 PMP AS NOTED UNAUTHORIZED USE WILL BE PROSECUTED PURSUANT TO THE COPYRIGHT LAWS. DATE BY DATE 06-26-2018 Longitudinal Building Section A -A Scale: 1" = 20' KNIGHT, WGUIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMeGuire.com CERTIICATE OF AUTHORIZATION NUMBER - 00006335 100-Year Storm Considerations GOVERNING RANGE MONUMENT R016 (St. Lucie County) 100-YEAR STORM ELEVATION 16.41' N.A.V.D. 100-YEAR STORM DESIGN GRADE 1.21' N.A.V.D. LOWEST STRUCTURAL HORIZONTAL MEMBER ALLOWED 16.41' N.A.V.D. PROPOSED APPROX. 215 N.A.V.D. MINIMUM FINISH FLOOR ELEVATION 18.5' N.A.V.D. PROPOSED FINISH FLOOR. ELEVATION 24.0' N.A.V.D. MAJOR HABITABLE STRUCTURE TO BE PILING SUPPORTED, ALL CONSTRUCTION BELOW LSHS ELEVATION 16.41' navd SHALL BE BREAKAWY DESIGN onlj , ACQUAVISTA - LOT I SINGLE FAMILY RESIDENCE ST. LUCIE: COUNTY, FL. SITE PLAN Building Sections 77A 40' Graph ri 9 Ti APPROVED PLAN AS PERMITTED BY THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTIONAND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH. 161, F.S. AND OTHER PERMITS MAY BE REQUIRED. r 1 October 18, 2018 Reviewed by Date Roof Ridge and Eave III ^_ PROPOSED BUILDING HEIGHT M 1 F.F. ELEV = 24.0' navd 1_ _ min. F.F. LLEV 18.41' navd Garage Finish Floor 9.0 navd Building Height Analysis Scale: 1 " = 20' LEGEND FNUPUSLU ELEVATIONS (NAVD 88 DATUM) EXISTING ELEVATIONS (NAVD 88 DATUM) DRAINAGE FLOW ARROW r FRANGIBLE, PERVIOUS BRICK PAVERS (OR FRANGIBLE CONCRETE, SAW CUT 0 5' O.C.) PROPOSED FILL FDEP SCOUR ZONE CONTOUR & ELEVATION 11.0 NH ro0 DRAIN & PIPE F, D n Z f SECTION LINE CONSTRUCTION FENCING K r� DATE: DATE: PROJECT NO. 18-022 SHEET Scott B. McGuire, P.E. David S. Knight, P.E. 2of4 Fl. Reg No. 39573 1 H. Reg No. 41060 0 Lighti 14' �a Q cl. Ta G� M Elevation - West Face Scale: 1" =10 \ N '-A fl 47.271 (W) N� n 0 165.30' (M sed Lighting Elevation - North F Scale: 1" =10' 118.074 'Q a� NO SECOND HABITABLE FLOOR -41(M EXTERIOR LIGHTING IS INDICATED FOR ' ■ THIS DESIGN. ALL LIGHTING p ASSOCIATED WITH EXTERIOR BALCONY cS% SLIDING GLASS DOORS ON THE EAST I FACE OF THE SECOND HABITABLE C' FLOOR HAS BEEN REMOVED AS - SPECIFICLY REQUESTED BY THE FDEP FOR THE PURPOSE OF PROTECTION OF FLORIDA WILDLIFE (SEA TURTLES). WM LIFT O p IRR STATION %ELP' WV 5d 0 ■ 20' X40' 6' CLF W L.S.E. P.B. 60, PG. 4 53.01'(W) C> iNC� E E 0 c 0 03 REVISED PER email FROM FDEP DATED 10-03-18 0 MARK I REVISION Second Story Lighting Plan Scale: 1" 10' B B L� ace r� EN. E,,E PE °4 °Ta , 1 THE DRAWINGS ARE THE ROJERTY OF THE ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ._ y.. ,KNIGHT, McGUIRE &ASSOCIATES, INC. I DSK PMP ARE MADE IS EXECUTED OR NOT. COPY OR USE FOR DTHER PROJECTS IS WoTBY WRITTEN C CONTRR ACT WITH WRITTEN 'THE ENGINEER. THE ENGINEER USE WILL TO THE CO YRGHT LAWS. ' IKMA - � CONSULTING ENGINEERS AND PLANNERS VBRO DEACF{( r 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 ?- PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 DSK 10-15-18 PMP AS NOTED DATE BY DATE 06-26-2018 FND IP — "LB 4431" B.A.E. sed Li Loa DENSE VEETAI (SEPE) typ. every 2nd step ing Elevation - East Face Scale: 1" =10 �..�� N89 ° 20' 49"E(P) 424.43' (P&C) N89 ° 21 ' 05"E(M) H.AB' - GAB, I., BA.E. B.A.E. — 00 ss . _ 7.36' N22033155'$W ACQUAVISTA - LOT 1 SINGLE FAMILY RESIDENCE ST. LUCIE COUNTY, FL. 3 20' Graphic Scale iE • osed Li Scale: 1" =10 ing Elevation - South Face REPAR}4'vi,.N t ENVIRONrAENTAL P&ROTErHON. APP11O tED UGH TING PLAN This apprrwad is , imiied to thx exterior lights depicted on the stamper; Glans. This approval does not relieve the apirkzi3O it ohe respons:hility to obtain any other approvals of Pe, th is which n=ay be required by Federal, State, County a+ N!c'anaipal IY'h. Reviewed by LIGHTING KEY October 18, 2018 SYMBOL FIXTURE QUANTIT BULB MOUNT HEIGHT COMMENTS RECESSED 18 WATT CEILING VARIES INTERIOR BLACK BAFFLES CEILING 7 LED MOUNTED 12' max. WILDLIFE CERT. NO. A LICHT (AMBER) (recessed) ABOVE F.F. 2012-041 SHIELDED WALL 7 18 WATT LED 8'ABOVE GRADE WITH TURTLE INSERT WILDLIFE CERT. NO. Ba SCONCE (AMBER) M UNLTED (1ST FLOOR) 2007-030 FIRST FLOOR ONLY C }� WALL 5 WA LED STEP MAX IF ON PERIMETER OF POOL MOUNTED 2 (AMBER) MOUNTED HEIGHT 12" DECK, MUST BE MOUNTED DIRECTED STEP LIGHT (recessed) AWAY FROM BEACH ABOVE F. F. CERT. NO. 2008-007 p PATH 5 WATT POLE 18' ABOVE LIGHT DIRECTED DOWNWARD LIGHTING 10 LED (AMBER) MOUNTED GRADE WILDLIFE CERT. NO. 2010-014 n E POOL 1 3 WATT LED UNDERWATER 24"t BELOW WATER WITH TURTLE INSERT WILDLIFE CERT N0. �! LIGHT (AMBER) - SURFACE 2012-001 F WALL MOUNT 18 WATT WALL LANDWARD SIDE OF ENTRY 4 LED MOUNTED 8' ABOVE PROPERTY ONLY — (AMBER) (flush) GRADE WILDLIFE CERT. NO. 201 6-036 G WALL MOUNTED OPTIONAL 3 WATT LED WALL MOUNTED MAX HEIGHT 12" MAY BE USED IN PLACE OF STEP (AMBER) C" TYPE LIGHTING LIGHT (recessed) ABOVE F.F. CERT. NO. 2013-020 REFER TO ARCHITECTURAL PLANS FOR PLACEMENT OF LIGHTING FIXTURES ALL LIGHTING SHALL BE PLACED TO AVOID SIGHTS FROM BEACH FOR SEA TURTLE PROTECTION SEA TURTLE PROTECTION NOTES 1.) NO CONSTRUCTION CAN OCCUR SEAWARD OF THE PRIMARY DUNE, DURING MARINE TURTLE NESTING. SEASON. (SEASON MAY 1ST TO OCTOBER 31) 2.) NO FENCES, INCLUDING CONSTRUCTION FENCES, CAN BE ERECTED ON THE SANDY BEACH DURING MARINE TURTLE NESTING SEASON. 3.) ALL CONSTRUCTION FENCES MUST BE ERECTED LANDWARD OF THE PRIMARY DUNE. 4.) NO LIGHTS SHOULD BE VISIBLE FROM THE BEACH DURING CONSTRUCTION. 5.) ONLY THOSE EXTERIOR LIGHTS INCLUDED IN THE APPROVED AND STAMPED LIGHTING PLAN CAN BE INSTALLED ON SITE. 6.) ALL GLASS WINDOWS AND DOORS MUST BE TINTED TO A 457 LIGHT TRANSMITTANCE LEVEL. �. wh Second Floor Lighting Plan Lighting Elevations DATE: DATE: Scott B. McGuire, P.E. David S. Knight, P.E. Fl. Reg No. 39573 Fl. Re¢ No. 41060 "l L rw: 7 G PROJECT N0. 18-022 SHEET 4of4 Q p* 1 � QM50 kP �L 1P •op 5 Tim • OPP Z� ��� �O � 00 A 7 o tip m vL 0 o 1PA O s� NAVD 1988 ALL EVATIONS DEPICTED'HEREON EFERENCE NAVD 1988 MARK LN.:1156809.22 Vt 6.8255"E 42.14' TO C.C.C.L. O MEASUPO) AT 900 NO ID �s o �tS ell \\7 �. 0' 5' 10, 20' 30' 40' Graphic Scale ' r� LEGEND DENOTES SODDED AREAS Y� \\ DENOTES PAVER BRICK DRIVEWAY ° DENOTES LANDSCAPE BED AREAS DENOTES RESORATION PLANTING (V rater to NATIVE VEGETATION note (c) at y left for acceptable plant species -° ra CP W ✓ ' �I T1CP •W ✓ �. -o u` ct� ✓ WM STATION 0 In � IRE � LIFT ELP m m 20' X 0' ' S, L 0 ,A L.S.E. ° P.B. 60, PG. 4 u` r 53.01 ' (P&C) LEGEND - INTERLOCKING PAVERS: Paver Systems or equal. PAVER UNIT PATTERN I NOTES (color, mix, direction, etc.) APPIAN-STONE herringbone Tow TBD by owner ..i - - DENSE 'EAGAPE -" N89 ° 20' 49"E(P) 424.43' (P&C) ° ro N89021'05"E(A&\ �. FND IR&C _ -._. - -. - 8 ' E. — B.A.E. k� 165.30'(M) 118.07'(P&C) IILB 443111 .E. " - .i B.A.E.B.A.E e a A BA� "i A E. 4v' f 9 P tc I r~, ., I' .... - - r NATIVE PLANTS d as necessary - — NOPY L 7 APPROVED PLAN AS PE MITTED m. (TaP ) BY THE DIVISION OF WATER RESOD CE MALyAGE - - �� I N g• t, ATIVE DUKE PLANTINGS North FLORIDA DEPARTMENT OF ENVIRONM NTAL :'PRO " m'" uao TYPICAL FOR ALL �� - APPROVED CONSTRUCTION AND ANY OTHER A RIZED ACTIVITIES MUST ,e.a j COMPLY WITH ALL CONDITIONS OF THE P. ONSTRUCTION AND I "`.."/ NQ•-� 'r' DISTURBED AREAS, 'ss ° !0 -- ACTIVITIES ARE STRICTLY IrIIY1]TED TO THOSIP BOTH SH WN ON THE APPROVED 0 ° r- -� PLANS AND LISTED INTHEPROJECT DESCRIPTION. T SPERMITISISSUED -- -. SEAWARD OF THE k2l PURSUANT TO CH. 161, F.S. AND OTHER PERMITS M Y BE REQUIRED. r NSERVATION CCCL LINE. LOT 1 BLOCK A SAD QUEENS ISLAND PRESERVE October 18, 2018 f\ Review dby < - P. B. 60, PAGE 4 rt �. - NATIVE PLA N'f~'S as necessaryES - 711t' SF 34,456 ACR - 0.79 {�" � (VACANT) ��L refer to.'NATIVE VEGETATION" L ' / O L r =_� ° PROTECTION REQUIREMENTS °- (_ �_ �__m -t• - below for acceptable rlacement-Et materials [note '(c)] }. 1 : 1 1tl i Hit 'f O NATIVE_PLANTS as necessary 7.36 - ° r Lt N22 ° 33' 55"W D/ PK&D PSM 4971" ^ fi,243,(l '' P&C) 1 bs ND/CM o i n ,� . _� S89 20 49 W(P) 43 .02 (P, M, o ° �� _ �a No = 589 21 ,( ,W(M) 13 Z �� Orr 19 0} N ``M /24 V- `� -� < c�Re LANDSCAPE PLAN s o Q 2 fO � N- Scale: 1" = 10' �", �= ° Q <O c> O < i O Planter Edging Detail Pavers adjacent to Landscape Areas 2" min. 2" Mulches Finished Grade GENERAL NOTES: AFTER Plant • For complete Installation & Specification details of pavers contact Paver Systems by Old Castle or equal. Installation Troweled concrete edge restraint to be (561)844-5202 6" max. positioned starting • To maintain color consistency, pavers must be installed from several cubes at a time, working NOTE: Top of mulch to be set 2 inches halfway down side vertically through the cube instead of layer by layer. This will ensure subtle blending of any below finished grade of pavers. of pavers, 6" down minor color variations between the cubes. & 6" out. Cross Section A b "° "m°°"°' `�� Sand -Filled Joints Perimeter to be Artpaversoldier course (minimal cuts( Edge of concrete to have smooth Appian -Stone Pavers or Similiar flat vertical edge abutting pavers (See Legend for Type, Size, Pattern, &Color) 1"-1 1/2' Sand Bedding Course JI Screeded to the grade & profile required 4" Compacted Crushed Limerock NTS 4"-6" Compacted Subbase For complete Installation & Specification details of pavers contact Paver Systems by Old Caste or equal. PROPOSED DECORATIVE CONCRETE PAVERS DETAIL Palm Planting Detail Tree Stakes are to be removed between 6-12 months NTS by the Owner. cut fronds and (� bud to increase survival of tree. Apply burlap only where wood is in contact w/ tree, to minimize staining trunk. Construct saucer to _ retain water Backfill mix — Root Barrier. — See plan for location if applicable. To be installed according to manufacturer's specification. Place (3) 2 x 4's, equally around tree Secure w/ steel wire strapping 24" Radius. Mulch 3" thick. � 2 x 4 Stake Diameter of fide is to be 50% larger than diameter of root ball REVISED PER email FROM FDEP DATED 10-03-18 REVISION Apply Burlap or w wood is in contact w/ tree, to minimize staining trunk. Construct Saucer—� to retain water ALL/CDR �4m \ X4_ Q Plant List Native Vegetation Protection Requirements. (All work shall meet the following native vegetation protection requirements) (a) Landscape plants shall be installed in a way that minimizes impacts to existing native salt -tolerant vegetation. (b) Any native salt -tolerant vegetation destroyed during construction shall be replaced with plants of the same species or with other native salt -tolerant vegetation suitable for beach and dune stabilization. (c) AII plants installed in beach and coastal areas used to replace vegetation displaced, damaged, or destroyed during construction or otherwise shall be of species native to Florida beaches and dunes in that part of the state, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay �+ cor grass, seashore saltgrass, and railroad vine. 2' (d) Landscaping activities shall be limited to 10 feet seaward of the authorized structure. No landscaping i activity or other removal of native vegetation shall occur seaward of this point. (e) Planting of invasive nuisance plants, such as listed in the Florida Exotic Pest Plant Council's 2007 List Label Key Qty. Scientific\Common Name Ht. Remarks rown Native Drought Remarks Plantin Tolerant G.L. ® 1 Bursera simaruba 12' min specimen tree Gumbo Limbo av . mature h wdth 40 35 4.5' min. Yes Yes L.V 2 Quercus vlrginiana 12' min specimen tree Live Oak avg . matureh t/wdth 60 40 6' min. Yes Yes C CP.3 0 /x3/ Saba/ Palmetto 12' min. min. 6' c.t. ,full booted trunk C Cabbage Palm av . mature h9 vi, 4011 n/- Yes Yes U 5 Total Trees - 100% native and drought tolerant of Invasive Plant Species (published Fall 2007), shall not occur if the planting will result in removal or ❑ destruction of existing dune -stabilizing native vegetation or if the planting is to occur on or seaward of the dune system. The 2007 List of Invasive Plant Species (published Fall 2007) is incorporated by reference. N Copies of this document may be obtained by writing to the Department of Environmental Protection, Bureau of Beaches and Coastal Systems, MS 300, 3900 Commonwealth Blvd., Tallahassee, FL y 32399-3000; or at the following web site: www.dep.state.fl.us/beaches. Tree Planting Detail Tree Stakes are to be removed between 6-12 months by the Owner. NTS Remove burlap I Place (3) 2 x 4's, equally top of too around tree Construct sauo Secure w/ Steel Wire Strapping n of Roott ll 3" Deep Mulch, after watering in, 24" radius /-2x4Stake Backfill MixIllrtlIDiamater of Hole is to be 3x larger than THE DRAWINGS ARE THE PROPERTY Or THE ENGINEER. WHETHER THE DSK PROJECT FOR WHICH THEY i WHICH ARE MADE IS EXECUTED OR PMP NOT. COPY OR USE FOR KMA 7 OTHER PROJECTS IS DSK MIT PERMITTED ONLY BY VERO 9EAC WRITTEN CONTRACT WITH 10-15-18 PMP AS NOTED THE ENGINEER' UNAUTHORIZED USE WILL DATE BY DATE 05-25-2018 eE PROSECUTED PURSUANT TO THE COPYRIGHT LAWS l' x 2 PT Pine nick. if hole is to be 50% diameter of root ball Estill mix Shrub & Groundcover Plantina Detail Note: All Shrubs And Groundcover Shall Be Triangular NTS Spaced Along Straight Edges And Will Be Planted In Parallel Rows Along Curved Edges. Edge Pavement, Curb or Redlili ne KNIGHT, McGUIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS 80 R�jyAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 P, -- PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMeGuire.com `� CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 4" Earthen Mulch -Prepared Planting Soil Backfill - Scarify Pit Bottom ACQUAVISTA - LOT I SINGLE FAMILY RESIDENCE ST. LUCIE COUNTY, FL. Label Key Qty, Scientific\Common Name Ht. Remarks Native Droughtt Remanrks Toleran B.W. 4 Conocarpus erectus 6' min. specimen tree, 1.5" al @ 6'above grade Buttonwood avg. mature h t Im 20/10 Yes Yes F.S. 2 Sapindus saponaria 6' min. specimen tree, 1.5"dia. b 6"above grade Florida Soa ber avg. mature hgt/wdth 25/15 Yes Yes WM-2 3 cerifera Wax ax Myrtle 36"min. l panted at min. 30"o.c. Yes Yes 6 Total Understory Trees - 100% native and drought tolerant ILabell Keyj Oty.1 Scientific\Common Name Ht. 7 Remarks Native Drought Tolerant V.I. ® 32 Viburnum suspensum Viburnum 24' planted at min.30'o.c. Yes No W.M. 12 Myrico cerifera Wax M tie 18" planted at min. 30' o.c. Yes Yes D.Y.H. 25 Liex vomitorta 'Nana' Dwarf Yau on Hol/ 18' planted at min. 30" o.c. Yes Yes 48 Total Shrubs -100% native and 48% drought tolerant Key Qty Scientific\Common Name Remarks Native Drought Tolerant Bahai Sod Yes Yes ' I( Muhlenbergia capillaris Muhly Grass 1 al. planted at MONO. in landscaped areas not sodded Yes Yes Eucalyptus Mulch 3" thick layer in landscaped areas not sodded DUNE PLANTS AS NECESSARY- REFER TO NOTES FOR SPECIES YES YES Notes All proposed plant material shall be Fla. #1 or better. (Fla. No. 1 as defined by Grades and Standards for Nursery Stock 2nd Edition: Feb. 1998 or latest edition) All new landscape areas shall be provided 100% coverage automatic irrigation system as approved by County & DEP. (Temporary only within dune areas) All new planting areas shall be free from shell rock, debris, weeds, etc. Contractor shall verify all final quantities in field under supervision of DEP Feld officer for limits of installation.. Contractor shall provide unit prices at time of bid. Contractor Shall be familiar w/ the Landscape code and shall comply with all of its applicable requirements. All contractors working on the project shall be licensed and fully insured as required. LANDSCAPE PLAIT DETAILS & Notes Coll 48 hours before yyoau of in Florlda u '}r It's the Law! 1-800-432-4770 iE °r tP,• FPdd. (305) 347-3900 I Uy. Sunshine State One Call of Florlda,<I1t DATE: DATE: PROJECT NO. �i 18-022 k it SHEET Scott B. McGuire, P.E. David S. Knight, P.E. °` Fl. Reg No. 39573 j Fl. Reg No. 41060 5of5