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HomeMy WebLinkAboutENGENNERINGAPPROVED AN5I-A5ME 1 1 2. 1 9.8-20( COVERS TO BE FASTENED W. 5Ch ROCK BED WELL POINT PERR4101.21.4 HYDROSTATIC VALVE I 1/2" PUMP SUCTION WELL POINT DETAIL 8" MAIN DRAIN WITH TO APPROVED VER NTNfEK 7 (AN51 A5MEC 2, 19.8-2007) GE (Addendum 8a-2008) SUCTION OUTLETS COVER/GRATE MU5),' 11=0 TO M05T RECENT EDITION OF A51VIE/AN;� ;, 2. 1 9.8 WATERWAY G40-231 xV (100 GPM MAX. - FLOOR THRU GRATE @ 2.27 ft/5ec) (G4 GPM MAX - WALL THRU GRATE @ 1.73 ft/rec) 8" ANTI -ENTRAPMENT SUCTION OUTLET COVER 4 FRAME W.975" 1 1.83 SQUARE INCH OPEN AREA MAIN DRAIN SUCTION LINE TIED —TOGETHER AS SHOWN (PIPE 51ZE PER PLAN) BRANCH PIPE 5EE PIPING As per NEC 680.26. (B) (1) Equipotential Bonding - SCHEMATIC FOR PIPE SIZE 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. MAIN DRAIN DETAIL 3/4" PVC CONDUIT (2) G THHN WIRE (2) 10 THHN WIRE GO AMP ^ (1) 2p20 FOR PUMP (1) 1 p20 FOR LIGHTS 200 AMP POOL (1) 1 p20 FOR CHLORINATOR PANEL PANEL (1) 1 p20 GFI BREAKER -- (1) 2p50 FOR HEAT PUMP 112" PVC CONDUIT POOL PUMP (3) 12THN POOL LIGHT DECK BOX (3) 12THH GFI OUTLETC i 12THHN NATOR (3) 12THHN-1 `—(2) 6 THHNWIRE (1) 10 THHNWIRE ELECTRICAL DIAGRAM ELECTRIC HEAT PUMP ENERGY EFFICIENCY COMPLIANCE ANSIIAPSP-15 AND FBC POOL CAPACITY: 11190 IGALLONS TURNOVER RATE: 36 GPM AT LOW SPEED (MIN. 36) TURNOVER HOURS: 5.2 HOURS MAX. FILTR. FLOW RATE: 36 DEFAULT SET AUX LOAD: INO 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: 102 MFU: PENTAIR TYPE: SUPERFLO 1.5 HP, 2-SPEED MODEL: SF-1\12-1-1/2Ar CURVE "A": i 29 GPM @ 1725 APSP DATABASE CURVE "C": 39 GPM 0 1725 APSP DATABASE MAX. SYSTEM FLOW RATE DETERMINED FOR MAX. SPEED AND LOWEST HEAD ON PUMP CURVE SUC: BRANCH: 3 @ 4.43 FPS (MAX 6 FPS) SUC. TRUNK: 2.5 @ 6.82 , FPS (MAX 8 FPS) RETURN: 2 @ 9.75 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 u--1•- �,�� F 67iH= I N j H P _ In 4 21 P 1 d r: i ° /° !v Tv •9 fo F° It a °p in In ti* Ri G— a"-r'� j .. ju°°+ay..r..xnar L._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._.. 135 PQRIG POOL PIPING ESE SCHEMATICS yyU g IL ST. LUCIE COUNTY IUILDING DIVISI ! STANDARD PACIFIC HOMES R EVI EW "RIVERBEND" - LOT 10" 4Fi COMP CE BY SCHWYN RESIDENCE I _ 1 3034 NW RADCLIFF WAY, LANS AND P RMIT f�'CiIcSPJ W11.6 ST. LUCIE COUNTY, FL E€ RAADE I I Project No: 17-0127 i i I - Date:12-05-2017 j The concepts, drawings, designs, and logos j represented in these sheets are the property i of the respective owners. Any reproduction j of this information is with the express i authorization of the owners. Thts i information can only be used in work the i owners have authorized and any i reproduction is strictlyprohibited without the express authorization of the respective I owners. Written dimensions on these drawings shall have precedence over scale dimensions. All construction shall be in 1 accordance with the accepted Florida I Building, State, and Local Codes. I I REVISIONS I I A _.J A A 09 1rz° N�O�I�PrPEE LO1. 1E�Eo G GN 5 OreK, oPI P P� P ¢J ��� a� MW INC. - °........ o® 40 :CCLLJ F STAB 04` MARK E. WEBER, P.E. LICENSE #53895 6810 North State Road 7, Coconut Creek, FL 33073 Phone:954-617-8143 PAGE: 3 of 4 GLO-BRITE LED LIGHTS (TYP. OF 2) 5'- lgh l• a � DECK = % 19GO S.F. POOL INLETS (TYP. OF 3) PER PER 424.2.21.5 Sh �o CLEANING L E W. —VAC LOCK P / 424.2.6.E ST. LUCIE COUNTY BUILDING DIVISI REVIEV-1 FOR C®IrYdP 9 CE REVIEWED BY DATE U PLANS AND ERMIT MUSY SE KEPT ON JOB OR NO INSPECTION WILL BE MADE TH%SE PLANS AND ALL PROPOSED WORK ARE SUG.IEf:T TO ANY CORRECTIONS REQUIRED FIELD INSPECTORS THAT MAY BE NECESSA1111Y IN ORDER TO - -KY WITHI AUAKOM GQDESt SKIMME CYP. OF 1) >" DEEP 5UN5HELF WITH TILED EDGE ram, ' r O ~ + O POOL SPECIFICATIONS r SIZE: 10-5" X 3 I ' l0 DEPTH: 3' TO 5-0 %PERIMETER: 85' L.F. L AREA, 425 Sq-ft. VOLUME: 1 1 ,190 Gal5. TURNOVER: - PUMP SIZE: SUPER -PLO 1.5 H. FILTER: CC-200 HEATER: T-135 ELECTRIC UGHT(5): (2) GLO-BRITE (LE INLETS: 3 CLEANING LINE: YES BABY FENCE NO CONTROU ER: EAY TOUCH 4 INTEW-CHLOR: YES (IC-20) POOL FINISH: FOUNTAIN BLU HANDHOLDS: NO SWIMOUT SIZE: 7' L.F. DECK TYPE:' TRAV. GX I, COPING: TRAV. (IVORY) TILE STEPS: YES STANDARD PACIFIC HOMES "RIVERBEND" - LOT 10" SCHWYN RESIDENCE P 3034 NW RADCLIFF WAY,- ST. LUCIE COUNTY, FL D) . Project No: 17-0127 Date:12-05-2017 L-7' x I & BENCH WITH �% �3S 1 VVL LIVI LVJU \L: rvv TILED EDGE AND (4) LOGGERHEAD -TURTLE 2° ADDITIONAL NOTES: THERAPY JETS WITH SHADOW (2s"x29") G-LT5H5 •ADDITIONAL GLO-BRITE LED LIGHT IN POOL 215 L.F. OF • AUTO WATER FILL 300 L.F. OF PERIMETER FENCE • ADD OVER -FLOW - PERIMETER FENCE WITH 3 GATE5 • G" DEEP SUNSHELF WITH (1) WITH 3 GATES GLO-BRITE LED LIGHT AND TILED .� EDGE • ADD PENTAIR EASY TOUCH 4 WITH SALT CHLORINE GENERATOR NDS APE J • UPGRADE PAVERS TO GX 12 COVERED 5C N P IVORY * TRAVERTINE COPING PATIO = COD w� 8X8 IVORY 385 S.F. • POOL WATERLINE - ALLURE PEACOCK 202-015 • EDGE OF STEPS TILED WITH TWO STRIPS OF ALLURE O PEACOCK 202-0 19 . • ADD 7BENCH SEAT WITH TILED EDGE AND 4 THERAPY JETS WITH 1.0 H,P. BLOWER • ADD LOGGERHEAD TURTLE WITH V SHADOW (28"x29") G-LTSHS C_ The concepts, drnvings, designs, and logos represented in these sheets are the property ofthe 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 my reproduction is strictlyprohibtted without the express authorization ofthe 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 MW ENGINEERING INC. Opv-®°°°°o°o°off ao ,.© S�°••• \® v o N° r *o 0 a 0 �9 `J �ps � o o �t` oQ:•' � ao�^� °® R MARK E. WEBER, P.E. LICENSE #53895 6810 North State Road 7, Coconut Creek, FL 33073 Phone: 954-617-8143 PAGE: 1 of 4 0 GENERAL NC'-, r FLORIDA BUILDING CODE 2017, Gth ADDITION. SWIMMING POOLS AND ALL APPLICABLE COUNTY AND CITY CODES SHALL GOVERN. u. FBC 2017 424.2.G. I CONFORMANCE STANDARD.- DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSUNSPI 3 AN5UN5PI 4 AN51/N5PI 5 AN51/NSPI G AND ANSI/APSP 7. 2. FBC 424.2.G.3 WATER VELOCITY.- POOL PIPING SHALL BE DESIGNED 50 THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (3048 MM/S) FOR PRESSURE 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/S) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH AN51IA55P 7. EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THI5 REQUIREMENT. 3. FBC 424.2.G.5 PIPING INSTALLATION.- ALL PIPING MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION 5TANDARD5. EXCEPTION: PRIMER AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED TO BE COLORED . 4. FBC 424.2.G.G ENTRAPMENT PROTECTION: FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENT5 OF AN5VAP5P 7. 5. FBC 424.2.8 VALVES.- ALL VALVES ON POOL PIPING SHALL CONFORM WITH SECTIONS 424.2.8.1 THROUGH 424.2.8.4. G. FBC 424.2.9 WATER SUPPLY.- UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS 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 UNLE55 LOCATED UNDER A DIVING BOARD, OR PROPERLY GUARDED. 7. FBC 424.2.12.1 PRESSURE TEST: 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 LF55 THAN 35 POUNDS PER SQUARE INCH (P51) (241 KPA) FOR 15 MINUTES. EXCEMPTION: CIRCULATING PUMPS NEED NOT BE TESTED AS REQUIRED IN THI5 SECTION. 8. FBC 424.2.14.4 CONNECTIONS.- ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER. 9. FBC 424.2.15 GAS PIPING.- GAS PIPING SHALL COMPLY WITH THE FLORIDA BUILDING CODE, FUEL GAS. SEPARATE PLANS AND PERMIT REQUIRED 10. FBC 424.2. 1 G 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 G80. 1 1 . FBC 424.2.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT.- RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH SECTIONS FBC 424.2. 17.1 THROUGH 424.2. 17.3 EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH A5TM F 134C. 12. PIPING- PIPING SHALL BE 5CH. 40 BEARING N.5.F. APPROVAL PER FBC 2017 R4101 - 13. STEEL- REINFORCING STEEL WILL CONFORM TO A.5.T.M. G 15 GRADE GO 14. S0IL5- THE DESIGN BEARING CAPACITY FOR THI5 POOL SHALL BE A MINIMUM OF 2,000 P.S.F.. 15, CONCRETE- POOL WALL5 4 FLOOR WILL BE PNEUMATICALLY APPLIED CONCRETE W. A MIN. 28 DAY COMP. STRENGTH OF 4,000 P.5.1. I 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 WATER'5 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 G80. 18. NATIONAL ELECTRIC CODE- ELECTRICAL AND ALL BONDING SHALL BE IN COMPLIANCE WITH ARTICLE G80 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 51TE VISITS WITH RESPECT TO CONDITIONS AS THEY MAY EXIST AT THE SITE. THEREFORE, THE DESIGN ENGINEER 15 NOT RESPONSIBLE OF, AND ASSUMES NOT LIABILITY FOR, EXISTING STRUCTURES, INCLUDING THE CONDITIONS OF EXISTING SEAWALLS AND APPLICA51UTY FOR EXCAVATION IN ITS PROXIMITY. SHOULD ANY EXISTING STRUCTURE BE ENCOUNTERED, STOP CONSTRUCTION AND IMMEDIATELY NOTIFY THE DE51GN ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING. TH15 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 DE51GN 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 RESPONSIBILITY TO, 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. (1) 8 AWG BARE SOLID COPPER ND POOL WITHIN n10yE��IG� I/8°� 118�2O FROMWATERS EDGE AND 4'-G" BELOW GRADE. 691, 9o� JUMPER SHALL BE INSTALLED IN AT LEAST 4 LOCATIONS EQUALLY SPACED AROUND THE PERIMETER 'F OF THE POOL OR SPA W(APPROVED TERMINATION DEVICE P� Q FR�V 1�15�p JER�0���0 2) #3 CONT. gO `ter Q'33'•� AWG BARE SOLID COPPER BONDING JUMPER �ItJ �� �II�K #3 @ 1 2" O.C.E.W. \ MIN. 3- COVER (CENTER) ��IEy 5TEELTEX FORM, MA50NITE OR MIN. 1/8" PLYWOOD #3 @ 12" O.C.E.W. BOTTOM CENTERED FOR DEPTHS UP TO G' DEEP. O MINIMUM THICKNESS TYPICAL WALL SECTION NOTE: 50LID COPPER WIRE 15 REQUIRED WHEN BURIED IN THE 5AND501L UNDER A BRICK OR PAVER DECK TYPE SURFACE. THE FOLLOWING PARTS MUST BE BONDED TO THE EQUIPOTENTIAL BONDING GRID: A) METALLIC PART5, B) UNDERWATER LIGHTING, C) METAL FITTINGS D) ELECTRICAL EQUIPMENT (PUMPS, HEATERS, ETC.), E) REBAR IN POOL STRUCTURE, F) METAL CABLES, G) METAL PIPING, H) FIXED METAL PART5, 1) METALLIC SURFACES OF ELECTRICAL EQUIPMENT. r -r_ T---- WATER LINE 1—L�L 2" COND. 1 z I" COND. — -j 2V VAC LIGHTING NOTE: NO NICHE OR THE USE::] BONDING REQUIRED PVC I5 P J 1 GLO-BRITE LIGHT DETAIL 4" Tllll I KLINrUKI:ED CONCRETE SLAB PER F.B.C. 1820.3 0 PUMP FILTERBASEHEATER t MOTOR(5) (IF INDICATED) NOTE: • ANCHOR BOLTS THROUGH BASE WITH 1-3/4" X 3/ 1 G TAP CON SCREW OR 3/8" ANCHOR BOLT FOR POOL PUMP 4 FILTER • HEAT PUMP - (4) ANGLE BRACKETS, EA 2-1/2" IN LENGTH. EACH BRACKET SHALL BE ATTACHED TO THE CONC. WITH (1) 1-3/4" X I�e 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 THERM05TATIC 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 2017 POOL EQUIPMENT ANCHORING IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LE5S THAN 8'-0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THI5 POOL 15 NOT DESIGNED FOR DIVING. WATER LINE 1 :7 SLOPE MAXIMUM MAIN DRAIN PER R4101.21.3 LONGITUDINAL POOL SECTION RECEIVED JAN 2 5 20118 ST-, L4c1g ", Yrity/ Permitting WA �A ;r FOR COMPL"' P"EWED BY T: ?ATE 1-2-7— (g_. PL—A .S MUS I c r ' ', BULLNOSE BRIPK #3 @ 12" O.C.E.W 1 (SEE TYPICAL WALL 5ECTION) SWIMOUT / BENCH DETAIL W J I = H i o� �a rn SUNSHELF / STEPS DETAIL NOTE: AUTO FILL LOCATION TO BE DETERMINED IN FIELD I — BY PLUMBERI ' I BY FOUNTAIN BLUE 1 POOLS 1111 H05E BIBB HOUSE TEE, PREVENTER SHUT OFF VALVE I"STUB OUT 1-1 /2" U AUTO FILL TO POOL SPA AUTO WATERFILL DETAIL STANDARD PACIFIC HOMES "RIVERBEND" - LOT 10" SCHWYN RESIDENCE 3034 NW RADCLIFF WAY, ST. LUCIE COUNTY, FL Project No: 17-0127 Date:12-05-2017 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 of the respective owners. Written dimensions on these drawings shall haveprecedence over scale dimensions. All construction shall be in accordance with the accepted Florida Building, State, and Local Codes. REVISED NOTES 0 TO NEW CODES 0 MW ENGINEERING INC. °OQe . 11GLuu FLOC•°°���o S10 ®'90881099®6®®®® MARK E. WEBER, P.E. LICENSE #53895 6810 North State Road 7, Coconut Creek, FL 33073 Phone: 95"17-8143 PAGE: 2 of 4 r , (TYP. OF 3) PER PER 24.2.21.5 LED LIGHTS (". OF 2) DECK = 19GO 5.f. 300 L.F. IMOf PERIMETER FENCE WITH 3 GATE5' CLEANING LINE W. !; VAC LOCK PER 424.2.G.G ; II I L------------ -------------------------------------- 7' x 18" BENCH WITH TILED EDGE AND (4) LOGGERHEAD TURTLE THERAPY JET5 WITH SHADOW (28"x29") G-LT5H5 COVERED PATIO = 385 5.17. f Tk SITE PLAN SCALE: 1 /8"=l' 5KIMME OF I ) -G" DEEP 5UN5HELF WITH TILED EDGE -------------------------- 01 2-1/2" 5U( 1 1. 2" 5UCTIC J%!i! 2" RETURP Irlrl 215 L.F. OF I�ERIMETER FENCE WITH 3 GATE5 it II O—V ail illll Iljll i I i J a STANDARD PACIFIC HOMES "RIVERBEND" _ LOT 10" SCHWYN RESIDENCE 3034 NW RADCLIFF WAY, ST. LUCIE COUNTY, FL ProiectNo: 17-0127 Date:12-05-2017 The concepts, drawings, designs, and logos represented in these sheets are the property of the 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 arty reproduction is strictly prohibited without Ike express authorization of the respective owners. Written dimensions on these drawings shaAhaveprecedence over scale dimensions. All construction shall be in accordance with the accepted Florida Building State and Local Codes. REVISIONS 0 0 m MW ENGINEERING INC. CA #30702 o°ell, �O��OOS o* ggqqo �o 0 LIJ o ° ° BOO°°°oo°A76 GooaQ (" MARKE. WEBER, P.E. LICENSE #53895 6810 North State Road 7, Coconut Creek, FL 33073 Phone:954-617-8143 PAGE: 4 of 4