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Home My WebLink AboutPool Plans—230 L.F. OF PERIMETER FENCE WITH TWO GATE5 z /�°l� ` � � POOL INLET5 (TYP. OF G) PER PER '424.2.21 .5 8' x 13SUNKEN SEATING AREA WITH COPING ON TOP 4 PAVER5 ON FLOORS 25' I GLO-BRITE 11 LED LIGHT — a (TYP. OF 1) 9' 6 20' 0 mare SKIMMER CLEANING LINE W. VAC LOCK PER --_� 424.2.G.G - io in ' O N G" DEEP 5UN5HELF WITH TILED EDGE, (5) GLO-BRITE LED LIGHTS 1 10 AND (2) 5TEPPING 5TONE5 WITH 12.33 3' S"- i� PAVER ON TOP e � , 14.25 - 21.75 2.42 fV COVERED ��✓✓✓ jV O PATIO = D 00 230 S.F. 00 v LU CD / ppJ LU CD W 17.25' zUr moot0 CD r YORKSHIRE MODEL 6811 z z CPD z D ELEV. A D Q rT, Cyj GARAGE RIGHT 70 C/� n FORMBOARD SURVEY CD FIN. FLR.= 9.87 (TOP OF FORMS) CD CD n O G' —13'—� O D z POOL SPECIFICATIONS SIZE: 1 2'-G" x 25' DEPTH: 3' TO 4'-1 1 " PERIMETER: 75' L.F. AREA: 3 13 Scl-ft. CAL -ATLANTIC HOMES VOLUME: 9.3G4 Ga15. "RVERBEND" - LOT 4" TURNOVER: - BAKER RESIDENCE PUMP SIZE: SUPER-FLO 0.75 H.P. FILTER: CC-100 3010 NW:RADCLIFFE WAY, HEATER: NO PORT ST. LUCIE, FL LIGHT(S): (1) GLO-BRITE LED INLETS: G CLEANING LINE: YES i BABY FENCE ProiectNo: 17-0111 CONTROLLER: NO INTELLI-CHLOR: N/A Date:10/23/2017 POOL FINISH: SKY BLUE 1 HANDHOLDS: N O nd Theresented in gs,she desis these are the proogos represented in these sheen are the property SWIMOUT SIZE: N/A ofthe respective owners. Any repmduction DECK TYPE: STANDARD ofthis information is with the express COPING: STANDARD mtthorizationoftheowners.7his information can only be used in work the TILE STEPS: NO owners have authorized and any r ADDITIONAL NOTES: • G" DEEP SUNSHELF WITH TILED EDGE, (5) GLO-BRITE LED LIGHTS AND (2) STEPPING STONES WITH COPING ON TOP • ADD 5' X 13' DRY SUNKEN FIRE PIT AREA THESE PLANS AND ALL PROPOSED WORK °®a ARE SUBJECT TO ANY COPIRECTIONS REQUIRED BY HELD INSPECTORS TI14T f1�AY BE NECESBARY IId O;;DEfd 7'0 s 1°JITF� A1.L At�PLIC,ABI CODES, ST LUCIIVIE COUNTY IN�, BUILDG DSI REVIEWE FOR a MP mE IEWED BY ,E tr@,�� PLANS AND PERMIT MUST BE KEPT ON JOB OR 0 I-NSPROTION WILtL RC MADE reproduction is stndlyprohibited without the express authorization of the respective owners. Written dimensions on these drawings shall have precedence over scale dimensions. All construction shall be in accordance with the accepted Florida Building, State, and Local Codes. 0 0 REVISIONS MW INC. No 53`•395 .: o cc= :Luz STATE 0 Ft °.� MARK E. WEBER, P.E. LICENSE #53895 6810 North State Road 7, Coconut Creek, FL 33073 Phone: 954-617-8143 PAGE: 1 of 4 GENERAL N(, FLORIDA BUILDING CODE 2014 5th EDITION, SWIMMING POOLS AND ALL APPLICABLE COUNTY AND CITY CODES SHALL GOVERN. 1! FBC 2014 454.2.6. I CONFORMANCE STANDARD.- DESIGN, CONSTRUCTION AND WORKMAN5HIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF AN51/N5PI 3 AN5VN5PI 4 AN5VN5PI 5 AN5VN5PI 6 AND AN51/APSP 7. 2. FBC 454.2.6.3 WATER VELOCITY.- POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (3048 MM/5) FOR PRE55URE PIPING AND 8 FEET PER SECOND (2438 MM/5) FOR SUCTION PIPING, EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND (2438 MM/5) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH ANSI/A55P 7. EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THI5 REQUIREMENT. 3. FBC 454.2.6.5 PIPING INSTALLATION.- ALL PIPING MATERIALS SHALL BE INSTALLED N STRICT ACCORDANCE WITH MANUFACTURERS INSTALLATION STANDARDS. EXCEPTION: PRIMER AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED, TO BE COLORED. 4. FBC 454.2.6.E ENTRAPMENT PROTECTION: FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF AN5VAPSP 7. 5. FBC 454.2.5 VALVES.- ALL VALVES ON POOL PIPING SHALL CONFORM WITH SECTIONS 424.2.8.1 THROUGH 454.2.8.4. 6, FBC 454.2.9 WATER SUPPLY.- UNLE55 AN APPROVED TYPE OF FILLING SYSTEM 15 INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGMENT OF THE ADMINISTRATIVE AUTHORITHY MAY BE USED TO FILL THE POOL, SHALL BE EQUIPPED WITH BACKFLOW PROTECTION. NO OVER THE RIM FILL SPOUT SHALL BE ACCEPTED UNLESS LOCATED UNDER A DIVING BOARD, OR PROPERLY GUARDED. 7. FBC 454.2. 12. I PRESSURE TE5T: ALL POOL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER OR AIR PRESSURE TEST OF NOT LE-95 THAN 35 POUNDS PER SQUARE INCH (P51) (241 KPA) FOR 15 MINUTES. FXCEMPTION: CIRCULATING PUMPS NEED NOT BE TESTED AS REQUIRED IN THIS SECTION. 8. FBC 454.2. 14.4 CONNECTIONS.- ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER. 9. FBC 454.2. 15 GAS PIPING.- GAS PIPING SHALL COMPLY WITH THE FLORIDA BUILDING CODE, FUEL GAS. SEPARATE PLANS AND PERMIT REQUIRED 10. FBC 454.2.1E ELECTRICAL- ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE; NFPA 70, NATIONAL ELECTRICAL CODE, EXCEPT ARTICLE 80; AND NFPA 70, NATIONAL ELECTRIC CODE, ARTICLE 680. I I . FBC 454.2. 17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT: RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH SECTIONS FBC 454.2. 17.1 THROUGH 454.2.17.3 EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH ASTM F 1346. 12. PIPING- PIPING SHALL BE SCH. 40 BEARING N.5.F. APPROVAL PER FBC 2014 R4101 13. STEEL- REINFORCING STEEL WILL CONFORM TO A.5.T.M. 6I 5 GRADE 60 14. SOIL5- IN ACCORDANCE WITH FBC SECTION 1818. HVHZ BEARING CAPACITY OF SOIL; BASED UPON RATIONAL ANALY515 AND KNOWN VALUES IN THE VICINITY, THE IWPLACE BEARING CAPACITY OF THE 501L BENEATH THE POOL AND RELATED STRUCTURES SHOWN WITHIN THESE PLANS 15 2000 P5F AFTER EXCAVATION AND COMPACTION IN ACCORDANCE WITH CURRENT EDITION OF FBC. SHOULD ANY MUCK, MARL OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY. ALL CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE CONTACTED TO CONDUCT AN INSPECTION, STRUCTURAL ELEMENTS ARE DESIGNED WITH A REQUIRED BEARING CAPACITY OF 2000 P517, UNLESS OTHERWISE SPECIFIED. 15. CONCRETE- POOL WALL5 b FLOOR WILL BE PNEUMATICALLY APPLIED CONCRETE W. A MIN. 28 DAY COMP. STRENGTH OF 4,000 P.S.I. 1 G. TEMPERATURE- POOL OR SPA TEMPERATURE SHALL NOT EXCEED 102° F. 17. POWER LINES- OVERHEAD ELECTRICAL POWER LINES SHALL BE LOCATED A MIN. OF 10 FEET FROM POOL WATERS EDGE AND UNDERGROUND ELECTRICAL POWER LINES SHALL BE LOCATED A MIN. OF 5 FEET FROM THE POOL WATERS EDGE OR IN ACCORDANCE WITH NFPA 70, NATIONAL ELECTRICAL CODE, ARTICLE 680. 18. NATIONAL ELECTRIC CODE- ELECTRICAL AND ALL BONDING SHALL BE IN COMPLIANCE WITH ARTICLE 680 19. CONTRACTOR MUST APPLY PROPER MEANS AND METHODS OF CONSTRUCTION TO PROTECT ALL EXISTING STRUCTURES. UNLESS OTHERWISE NOTED, THE DESIGN ENGINEER HAS NOT BEEN ENGAGED TO CONDUCT, NOR HAS HE CONDUCTED ANY FIELD TESTS, EVALUATIONS OR SITE VISITS WITH RESPECT TO CONDITIONS AS THEY MAY EXI5T AT THE SITE. THEREFORE, THE DESIGN ENGINEER 15 NOT RESPONSIBLE OF, AND A55UME5 NOT LIABILITY FOR, EXISTING STRUCTURES, INCLUDING THE CONDITIONS OF EXISTING SEAWALLS AND APPLICABILITY FOR EXCAVATION IN ITS PROXIMITY. SHOULD ANY EXISTING STRUCTURE BE ENCOUNTERED, STOP CONSTRUCTION AND IMMEDIATELY NOTIFY THE DESIGN ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING. THIS INCLUDES BUT 15 NOT LIMITED TO ENCOUNTERING THE FOLLOWING: 'WALL ANCHOR RODS 'FOUNDATIONS OF SEAWALLS, BUILDINGS, POWER POLES 'BURIED VAULTS AND DRAINAGE STRUCTURES, AND OTHER BELOW GROUND STRUCTURES 20. SHOULD THE INTEGRITY OF A SEAWALL BE FOUND TO BE INADEQUATE OR BECOME COMPROMISED, THE CONTRACTOR SHALL IMMEDIATELY ENGAGE THE HOME OWNER IN CORRECTIVE MEASURES AS DIRECTED BY A LICENSED QUALIFIED SEAWALL CONTRACTING SPECIALIST. THESE PROCEDURES SHALL BE IN FULL COMPLIANCE WITH RECOMMENDATIONS MADE BY THE DESIGN ENGINEER AND LOCAL BUILDING OFFICIAL. THE CONTRACTOR AND OR HOMEOWNER SHALL SECURE THE STRUCTURE WITHIN 48 HOURS, BASED ON SAID RECOMMENDATIONS; TO INCLUDE, BUT NOT LIMITED TO, THE EMERGENCY INSTALLATION OF HELICAL PILES OR BATTER PILES. 21. NOTE I - POOL LOCATION -THE DESIGNER AND THE ENGINEER A55UME NO RESPON5IBILITYTO THE LOCATION OF THE POOL, PATIO AND EQUIPMENT ENCROACHING INTO EASEMENTS, OR SETBACKS. 22. NOTE 2- PLAN PROPERTY -THE PLANS REMAIN THE PROPERTY OF THE SPECIFIED DESIGNER, ENGINEER AND CONTRACTOR AND CANNOT BE TRANSFERRED WITHOUT WRITTEN PERMISSION FROM THEM. BULLNOSE BRICK RIGS Lp)' (1) 8 AWG BARE SOLID COPPER 6 5 .0` WIRE, ALL AROUND POOL PERIMETER WATERLINE TILE 6° I ° 5E I INS o� WITHIN EDGE (2) #3 CONT. B P AND 4-68BELOW GORADEATERS (" 11 JUMPER SHALL BE INSTALLED IN AT Q LEAST 4 LOCATIONS EQUALLY CPS c ,/ i MIN. 240 5Q-IN. SPACED AROUND THE PERIMETER SURFACE AREA ON APpRo OF THE POOL OR SPA W/APPROVED TERMINATION DEVICE = 9 - �� FIRST STEP FINIgND JAR%�I EO 2) #3 CONT. L 1 rAd�SN pEtiP w #3 @ 1 2" O.C.E.W (SEE TYPICAL WALL AWG BARE SOLID COPPER -a SECTION) 2 3,0 IN BONDING JUMPER #3 @ 1 2° O.C.E.W. #3 @ 1 2" O.C.E.W (TYPICAL FLOOR SECTION) MIN. 3° COVER (CENTER) (NOTE: STEP STEEL NOT REQUIRED) ENTRY STEP DETAIL 5TEELTEX FORM, MA50NITE OR MIN. I/8° PLYWOOD #3 @ 1 2° O.C.E.W. BOTTOM CENTERED FOR DEPTHS UP TO G DEEP. 6" MINIMUM THICKNESS TYPICAL WALL SECTION NOTE: SOLID COPPER WIRE 15 REQUIRED WHEN BURIED IN THE 5ANDSOIL UNDER A BRICK OR PAVER DECK TYPE SURFACE. THE FOLLOWING PARTS MUST BE BONDED TO THE EQUIPOTENTIAL BONDING GRID: A) METALLIC PAKT5, 13U DERWATER LIGHTING, C) METAL FITTINGS, D) ELECTRIC EQUIPMENT (PUMPS, HEATERS, ETC.), E) REBAR-IN POOL STRUCTURE, F) METAL CABLES, G) METAL PIPING, H) FIXED METAL PARTS, I) METALLIC SURFACES OF ELECTRICAL EQUIPMENT. 0 "L 5' 22'-5° 2--7- WATER LINE mI 1 :7 SLOPE MAXIMUM MAIN DRAIN PER R4101.21.3- 4" THICK REINFORCED CONCRETE SLAB PER F.B.C. 1820.3 0 � PUMP FILTER BASE HEATER Q MOTOR(5) (IF INDICATED) NOTE: • ANCHOR BOLTS THROUGH BASE WITH 1-3/4" X 3/ 10 TAP CON 5CR€W OR 3/8° ANCHOR BOLT FOR POOL PUMP R FILTER • HEAT PUMP - (4) ANGLE BRACKE75, EA 2-1/2" IN LENGTH. EACH BRACKET SHALL BE ATTACHED TO THE CONC. WITH (1) 1-3/4" X -,3," TAP CON SCREW (OR J' ANCHOR BOLT) AND ATTACHED TO THE EQUIP WITH (1) J" SELF TAPPING SHEET METAL SCREW. • POOL HEATER SHALL BE PROVIDED WITH A THERMOSTATIC OR HIGH PRESSURE CONTROL SWITCH OR OTHER ACCEPTABLE OVER HEATING PROTECTION DEVICE 50 POOL WATER DOES NOT EXCEED 104 F • COMPLIANT WITH FLORIDA BUILDING CODE 2014 POOL EQUIPMENT ANCHORING DRY FIRE -PIT 0 CAL -ATLANTIC HOMES FINISH GRADE 2" BELOW "RVERBEND" - LOT 4" -PAVING 5URFACE (TYP.) UNIT PAVERS BAKER RESIDENCE W/ SAND SWEPT � JOINTS 3010 NW RADCLIFFE WAY, - PORT ST. LUCIE, FL '7MMUD5ET I" COMPACTED SETTING SAND BORDER COMPACT 5UBGRADE STONE TO 95% DRY DENSITY -3" CONCRETE. PAVERS ON SAND SUNSHELF DETAIL .p. IT_ r - WATER LINE 2" COND..11 1 Z 5UN5HELF I ° COND. - I V VAG LIGHTING NOTE: NO NICHE OR THE USE OF WHITE I BONDING REQUIRED PVC 15 PROHIBITED l GLO-BRITE LIGHT DETAIL BRICK TILE 6° 3 CONT R. FRONT IN Project No: 17-0111 Date: 10/23/2017 The concepts, drawings, designs, and logos„ represented id these sheets are the propenK ofthe respective owners. Any reproduction ofthis information is with the express authorization ofthe owners. This information can only be used in work the owners have authorized and any reproduction is strictly prohibited without lite express authorization of the respective owners. Written dimensions on these drawings shall have precedence over scale dimensions. All construction shall be in accordance with the accepted Florida Building, State, and Local Codes. I& A A MW EERING 1 MARK E. WEBER, P.E. LICENSE #53895 6810 North State Road 7, Coconut Creek, FL 33073 -Phone:954-617-8143 PAGE: 2 of 4 APPROVED AN51-A5ME 1 12. 19.fi 1�4 IN SUCTION OUTLETS COVER/GRATE °DRM TO COVERS TO BE FASTENED W�";; E M05T RECENT EDITION OF A5ME/AN51 �l-_1). 19.8 i� WATERWAY 640-18xx V.- (1 53 GPM MAX. - FLOOR THRU GRATE @ 2.72 ft/sec) (96 GPM MAX - WALL THRU GRATE @ 1.73 ft/sec) ROCK BED 8"ANTI-ENTRAPMENT SUCTION _ — OUTLET COVER £ FRAME WELL POINT PERR4101.21.4 HYDROSTATIC VALVE 1 1/2" `—PUMP 5UCTION WELL POINT D ETAI L 'R1p 8" MAIN DRAIN WITH APPROVED COVER N1E ER (AN51/A5ME 12.19.8-2014) GEC (Addendum 8a-2014) Z % A AF SEE PIPING 5CHEMATIC FOR PIPE 51ZE MAIN DRAIN DETAIL III PVC CONDUIT 2 POOL PUMP POOL LIGHT GFI RECEP. MAIN DRAIN SUCTION LINE TIED —TOGETHER AS SHOWN (PIPE 51ZE PER PLAN) PIPE 1 1.83 SQUARE INCH OPEN AREA COMMON BONDING GRID PERMITTED TO BE: -STRUCTURAL REINFORCING 5TEEL ROD5 THAT ARE BONDED TOGETHER -SOLID COPPER CONDUCTOR NO.8 OR LARGER AS PER NEC 680.26 (B) (1) EQUIPOTENTIAL BONDING - POURED CONCRETE, PNEUMATICALLY APPLIED OR SPRAYED CONCRETE, AND CONCRETE BLOCK WITH PAINTED OR PLASTERED COATINGS SHALL ALL BE CONSIDERED CONDUCTIVE MATERIALS DUE TO WATER PERMEABILITY AND POROSITY BO �s�� mw 7m- WATER � FRIAM S ETC, < 5 FT METAL <• S FT BONDING DETAIL (2) 10 THHN WIRE 00 AMP PANEL 1 /2" PVC CONDUIT (3) 12THHN (3) 12THHN ELECTRICAL DIAGRAM (2) I 0 THHN WIRE (I) 2p20 FOR PUMP MPAN (I) I p20 FOR LIGHTS/RECEP. 2 ENERGY EFFICIENCY COMPLIANCE ANSUAPSP-15 AND FBC POOL CAPACITY: 9364 GALLONS CAP1360: 26 GPM TURNOVER RATE: 36 GPM AT LOW SPEED (MIN. 36) TURNOVER HOURS: 4.3 HOURS MAX. FILTR FLOW RATE: 36 DEFAULT SET AiUX LOAD: WA FILTER CARTRIDGE 2- SPEED PUMP CONTROLLER TO BE PROGRAMMED TO DEFAULT (ONE COMPLETE FILTRATION IN 6 HRS. MIN.) WHEN NO AUX. POOL LOADS ARE OPERATING WITHIN 24 HRS AND PROGRAMMED WITH TEMPORARY OVERRIDE CAPABILITY FOR SERVICING MAX SYSTEM FLOW RATE FROM PUMP CURVE: 73 MFU: PENTAIR TYPE: SUPERFLO 3/4 HP, 2-SPEED MODEL: SF-N2-3/4A CURVE "A": 24 GPM @ 1725 APSP DATABASE CURVE "C": 30 GPM 1725 APSP DATABASE MAX. SYSTEM FLOW RATE DETERMINED FOR MAX. SPEED AND LOWEST HEAD ON PUMP CURVE SUC. BRANCH: 2.5 @ 4.89 FPS (MAX 6 FPS) SUC. TRUNK: 2 @ 6.98 FPS (MAX 8 FPS) RETURN: 2 a6.98 FPS MAX 10 FPS RETURN (PRESSURE) PIPING SHALL NOT EXCEED 10 FPS (SECTION R4101.6.3 FBC) SUCTION BRANCH SHALL NOT EXCEED 6 FPS (APSP/ANSI-7) SUCTION TRUNK SHALL NOT EXCEED 8 FPS ANSP/ANSI-7 E U4M r ur:-• Y IT .,4' uyywau w.manaaa..aa G I.II " Ii1V ieiP " •• --sue I I I J :6IP Y54� u � �crnccxcrs i 6l .. . 1 • Ib- nJ n cure POOL PIPING 2� 0 � it �y�E UpE5�0f1 PRo PU�PP�O�o9 P CAL -ATLANTIC HOMES "RVERBENDI" - LOT 411 BAKER RESIDENCE 3010 NW RADCLIFFE WAY, PORT ST. LUCIE, FL Project No: 17-0 Date: 10/23/2017 The concepts, drawings, designs, and logos represented in these sheets are the property of the respective owners. Any reproduction of this information is with the express authorization ofthe owners. This information can only be used in work the owners have authorized and any reproduction is strictly prohibited without the express authorization of the respective owners. Written dimensions on these drmvings shall have precedence over scale dimensions. All construction shall be in accordance with the accepted Florida Building, State, and Local Codes. REVISIONS m MW ENGINEERING INC. CA #30702 reGE D 5. 95 If• � e �= � �` e� :� TAT OF �a .. ip, el� °• use O R ao 0 N A®,E �a® Q�\ MA LICENSE #53895.E. w\Q� 6810 North State Road 7, Coconut Creek, FL 33073 Phone: 95"17-8143 PAGE: 3 of 4 ,r 230 L.F. OF 8' x 13' SUNKEN / PERIMETER FENCE SEATING AREA WITH I WITH TWO GATE5 POOL INLETS COPING ON TOP E / (fl'P. OF G) PAVERS ON FLOORS g` PER PER / 24.2.21.5 h F•-•--•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-• I - - - -•-•-1 I I / p I I I j I I ♦ �' I I i i I it i j GLO-BRITE I j I LED LIGHT I a I (TYP. OF 1) I o I j I ❑ I 9 j 3 wre 1 SKIMMER j I (fl'P. OF 1) I I I I i CLEANING LINE W. VAC LOCK PER i _ _____--� 424.2.G.G------- �------------ —--------------- ----- i i I G" DEEP 5UN5HELF WITH TILED EDGE, (5) GLO-BRITE LED LIGHTS I I DECK = AROUND SUNKEN SEATING AREA 7 Ilj� C I 100 S.F. AND (2) STEPPING STONES WITH 1 2. 33 I1I1 2" RETURNS PAVER ON TOP ^^ i I I 2" SUCTION �J ' 1 W 1 I I 2" SUCTION 14.25 21.75 2.4.2 z CY1 (V COVERED Iv PATIO 00 230 S.F. 00 C� —, ;;u III _ �oo � �70 � g� CDrT-1 r- —p fTl .o c� W 17.25' z� m �oU m YORKSHIRE MODEL 6811 ELEV. A z CD -� D o GARAGE RIGHT U' O0 Cn 00o FORMBOARD SURVEY D C__ FIN. FLR.= 9.87CPA (TOP OF FORMS) CA 10 � D \ O CD CAL -ATLANTIC HOMES "RVERBEND" - LOT 4" BAKER RESIDENCE 3010 NW RADCLIFFE WAY, PORT ST. LUCIE, FL Project No: I7-Ol 11 Date: 10/23/2017 The concepts, drawings designs, and logos represented in these sheets are the property of the respective owners. Any reproduction of this information is with the express authorization of the owners. This information can only be used in work the owners have authorized and any reproduction is strictlyprohibited without the express authorization ofthe respective owners. Written dimensions on these drawings shall have precedence over scale dimensions. All constniction shaft be in accordance with the accepted Florida Building, State, and Local Codes. REVISIONS MW ENGINEERING INC. bQ LJ"u aA#ao7oz .' _hq ° °LT O ; TA-1VOFo� �0000aoaa®°° MARK E. WEBER, P.E. LICENSE #53895 6810 North State Road 7, Coconut Creek, FL 33073 Phone:954-617-8143 PAGE: 4 of 4