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Home My WebLink AboutBuilding PlansNEW OUTWARD OPENING SCREEN ----- DOOR SELF CLOSING WITH A SELF LATCHING AND LOCKING DEVICE PLACED NO LESS THAN 54" FROM THE BOTTOM OF THE SCREEN DOOR LINE OF NEW SCREEN ENCLOSURE tl f LINE OF NEW SCREEN ENCLOSURE NEW SCREEN ENCLOSURE UNDER SEPARATE PERMIT LINE OF NEW SCREEN ENCLOSURE EDGE OF SLAB (TYP.) 7'-1011 ELEV -11" 8" TYP. _ LINE OF NEW SCREEN ENCLOSURE ELEV -29" SET BOTTOM OF NEW SPA SLAB ON - TOP OF EX. FOOTING. FIELD ADJUST NEW SPA DIMENSIONS AS REQUIRED. YP. oCL BENCH 3 SIDES EX. STEM WALL FOOTING EXISTING REAR PORCH 73 t t i i EXISTING SLIDING GLASS DOOR TO BE= EQUIPPED WITH AN — AUDIBLE ALARM THAT WILL SOUND WHEN DOOR OR € SCREEN IS OPENED. ALARM SHOULD MEET THE REQUIREMENTS OF UL 2017 GENERAL PURPOSE SIGNALING DEVICES & SYSTEMS SECTION 77. AND HAVE THE FOLLOWING FEATURES. 1. ALARM TO LAST FOR A MINIMUM OF 30 SECONDS 2. ALARM TO BE A MINIMUM OF 85 DB 3. ALARM TO BE DISTINCT FROM ALL OTHER HOUSE SOUNDS 4. ALARM TO HAVE AUTO RESET OF UP TO 15 SECONDS AND 6 --DEACT.IVAUCN SML.ITCF YPAD-OR M"UALLDCATED A— E MINIMUM OF 54' ABOVE THE THRESHOLD EXISTING GARAGE ELEV -4" l EX. STEM WALL FOOTING c s / SPILL WAY B A-2 LINE OF NEW SCREEN ENCLOSURE Llf -1 N 1 N EDGE OF SLAB (TYP.) WALL TO ALIGN W/ DRAINAGE EASEMENT LINE cq / ELEV -57" CONCRETE WALL (TYP.) NEW POOL CONCRETE STAIR 7'-811 ELEV -13" I I NEW POOL I I LINE OF NEW SCREEN — ENCLOSURE I I ELEV -13" ELEV -4" I Ff- 10'-6" +/- 7'-611 CONCRETE I INEW POOL DECK ELEV -57" 'MALL (TYP.) ELEV -4" EDGE OF SLAB NEW POOL DECK (TYP.) I NEW DRAIN I ELEV -5" EXISTING SLIDING GLASS DOOR TO BE EQUIPPED WITH AN AUDIBLE ALARM THAT WILL SOUND WHEN DOOR OR SCREEN IS OPENED. ALARM SHOULD MEET THE REQUIREMENTS OF UL 2017 GENERAL PURPOSE SIGNALING DEVICES & SYSTEMS SECTION 77. AND HAVE THE FOLLOWING FEATURES. 1 ALARM TO LAST FOR A MINIMUM OF 30 SECONDS 2 ALARM TO BE A MINIMUM OF 85 DB 3 ALARM TO BE DISTINCT FROM ALL OTHER HOUSE SOUNDS 4 ALARM TO HAVE AUTO RESET OF UP TO 15 SECONDS AND A DEACTIVATION SWITCH, KEYPAD OR MANUAL LOCATED A MINIMUM OF 54' ABOVE THE THRESHOLD POOL PLAN "'=1' SCALE EXISTING STORAGE NEW 4" CONCRETE SLAB W/ 6X6/W1.4xl.4 WWF CENTERED ON COMPACTED SUBGRADE. COORDINATE SIZE WITH EQUIPMENT. LINE OF NEW SCREEN ENCLOSURE EDGE OF SLAB (TYP.) I I I 811 91 TYP. m I IrA I A-2 CONCRETE WALL (TYP.) DOWEL NEW TO EXISTING W/ --- #3xl'-0" LNG. DOWELS EPDXIED 6" INTO EXISTING SPA. @ V-4" O.C. FILTER PUMP PROPANE POOL HEATER REVIEWED FOR CODE COMPLIANCE ST. L UCIE COUNTY DOCC 7 z 0 a U w I 1 1 1 1 w 0 I I 1 I I z 0 LA 1�1 > 1 I 1 1 1 w uj U W � —� LU C W � W P-4 O _j oC z �- L.LI. < V l ui a aa0 LL! I..L. Ln l0 r n� V DATE DESIGNED GMW 08-12-21 DRAWN GMW 08-12-21 CHECKED JOB NO. 2021-250 Aml EX. a r rP� r. #5 EACH WAY SPACED @8"O.C. SLAB LINE OF RESIDENCE EL. 0'-0" "v SLAB LINE OF RESIDENCE EL. 0'-0" 0) EL. +1'-0” 0 TI � aY • rr _ , 4" o SPA r� M Vu 4" STANDARD HOOK b #5 EACH WAY 4 (TYP.) J4 SPACED @ 8" O.C. #5 EACH WAY SPACED POOL STANDARD HOOK° @ 8" O.C. � . (TYP.) b• 411 11'1 1 1-1 ,� EX COLUMN (TYP.) #5 EACH WAY SPACED @ 8" O.C. EX SLAB 6" PVC 6" PVC / 4_ STANDARD HOOK WATERSTOP PLASTER WATERSTOP ° 1'-0�� 8�� 8�� \ \ \ (TYP.) FINISH TYP. (TYP.) _ _ _ ..___ _....._ _._..___ . __.._ _____ . _ .... _.__ .__ . __ __.� _._ __.__ __._ _ .__ __. __._ _.._ #5 EACH WAY SPACED (TYP.) ° T� �J �� ,� __...._.. ° / / j� @ 8 O.C. ° /� / /� �. / '•,.. \ `� b • ^ ,....l. ..� ... l..�- • ...... �t... J. .._.. •�A _. _.r. ,..si .�. _ ear--- —�. -- a-...... • l.... a,L" e,.... l.... ..... �.,. a _..... ... • . a. ........ ® \\ \ \ \� ti � � ,\\ \ \ � � � SET BOTTOM OF NEW K °" S A� V A V \ \ \ \ \ A V \ \ 'O��.� ``` SPA SLAB ON TOP OF 8 ��-) ' . ` /" ,F` ` EX. FOOTING. FIELD ADJUST DIMENSIONS AS REQUIRED. _ SECTION A 4"=1' SCALE SECTION B 4"=1' SCALE �. a 1r .'1 W e � � Ln #5 EACH WAY SPACED @8"O.C. Q,I SLAB LINE OF RESIDENCE EL. 0'-0" ° AIL; - 4" e ° O re) <6 c . U n 1'-6" 8" 1'-6" EX. FOOTING 4" MIN. CONCRETE SLAB W/ 6X6/W1.4X1.4 WWF CENTERED 5 SPA. @ V-0" O.C. 4)-#5 SECTION C 4"=1' SCALE EX. STEM WALL REVIEWED O. CODE COMPLIANCE COUNTYST. LUCIE .. *. „s SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN 1. MASKOL FL PE #66080 z 0 L of U w w Q 0 z 0 w i IlLLJ W w� C) j._q way U J I.L z� C)�Qu') w� w CL �O V z O U Lu (n DATE DESIGNED GMW 08-12-21 DRAWN GMW 08-12-21 CHECKED JOB NO. 2021-250 Am2 �", SUMMIT DESIGN &FORENSICS, INC. `*0. •: EXISTING CONCRETE FOOTING UNDERPIN EXISTING — FOOTING TO BOTTOM OF POOL SLAB ouoflr •0 1"=1' SCALE #5 DOWEL X 1'-0" LONG EPDXIED 6" INTO EXISTING PORCH SLAB SPACED @ 1'-0" O.C. EXISTING MASONRY STEM WALL NOTE: STAIR NOT SHOWN. 00 -• THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE RESIDENTIAL ALONG WITH AMENDMENTS. MATERIALS AND SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT SPECIFICATIONS. ELECTRICAL SHALL CONFORM TO THE 2017 NEC. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONS AND RESTRICTIONS. INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 7a .T ftyu TK+Z WIND LOADS: ULTIMATE WIND SPEED, 3 SECOND GUST: 160 MPH BUILDING CATEGORY: II EXPOSURE CATEGORY: D INTERNAL PRESSURE COEFFICIENT: +/-0.1 FLOOR LOADS: FLOOD ZONE AE BASE FLOOR ELEVATION 5' FOUNDATIONS: FOUNDATIONS, SLAB AND SITE PREPARATION SHALL SHALL CONFORM TO THE RECOMMENDATIONS OF A RETAINED GEO TECHNICAL ENGINEER LICENSED IN FLORIDA. THE CONTRACTOR SHALL EXERCISE GREAT CARE DURING EXCAVATION. UNDERGROUND UTILITY LOCATIONS ARE UNKNOWN. THE CONTRACTOR SHALL PREDETERMINE UTILITY LOCATIONS AND NOTIFY THE ENGINEER IMMEDIATELY IF A CONFLICT EXISTS. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFE SUPPORT OF UTILITIES ACROSS EXCAVATIONS. PRIORA SOILS REPORT WAS NOT AVAT LLABLE DURING TH1z- DESIGN OF THE FOUNDATIONS FOR THE SUBJECT STRUCTUREw FOUNDATION DESIGN HAS BEEN PREPARED USING AN ASSUMED ALLOWABLE BEARING PRESSURE OF 2,500 PSF. CONSTRUCTION . GEOTECHNICAL ENGINEER SHALL PROVIDEASSUMPTION, PERFORM COMPACTION TESTING, MAKE SLAB AND SITE RECOMMENDATIONS AND PROVIDE A SIGNED AND SEALED COMPLIANCE LETTER STATING THE SITE SOILS WILL , MINIMUM BEARINGPRESSURE !f PSF. CONCRETE: CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION. REINFORCING SHALL CONFORM TO CRSI, LATEST EDITION. CAST -IN -PLACE CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60. ALL REINFORCING BAR SPLICE LENGTHS SHALL BE CALCULATED IN ACCORDANCE WITH ACI UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AS DEFINED BY ACI UNLESS NOTED OTHERWISE. AEVIEWED FOR r pCOMPLIANCE 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MASKOL FL PE #66080 i U] i z 0 w o v cf) w Q w z � a w c.7 z 6 wl cv G1 co cv z 0 4� N w i a • DA'I'L DESIGNED GMW 08-12-21 DRAWN GMW 08 -12- 21 CHECKED JOB NO. 2021-25 3178 Living S.F. at 3 VA 9534 VA Electrical Load Calculations (2) Two 20 Amp Appliance Ckts. 3000 VA Laundry 1500 VA Sub Panel Dryer Dishwasher 5000 1200 VA VA Pool Pump p 2000 VA Oven 5,000 VA Propane Pool Heater 200 VA Cook Top 8,000 VA Pool Lighting 600 VA Disposal 800 VA Landscape Lighting 1000 VA Microwave 1600 VA Total 3,800 VA Garage Door Opener 900 VA Garage Door Opener 900 VA 3,800 VA / 240 V = 16 Amps Ref. Circuit Water Heater 1200 VA 5500 VA NEW 40 Amp Sub —Panel Total 44,134 VA First 10 KVA at 100% 10,000 VA Remainder at 40% 13,654 VA Total AC Heat at 100% Tota 42,954 VA / 240 V = 179 Amps ELECTRICAL LEGEND 23,654 VA 19,300 VA 43,911 VA WATERPROOF RECESSED POOL LIGHT AND LENS SWITCH W�GFI WEATHER PROOF GROUND FAULT $� D!SCCNNECT Pool Heater Main Panel 42,954 VA / 240 V = 179 Amps Sub Panel 3,800 VA / 240 V = 16 Amps Total Load Requirements 195 Amps 400 Amp Existing Service Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified service D amp meter in combo ground copper �LIC uuna wire to noting rebars Electrical Riser Diagram ,,�, SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 z O a U Ln w w Q 0 z O in > w W W U —� ``' z W� 0 �-- w �U way J a� z� oC '� Cn W Cl' � w �a 0 �10a � V Z Q J Q U U W I W J 0 0 r DATE DESIGNED GMW 08-12-21 DRAWN GMW 08-12-21 CHECKED JOB NO. 2021-250 E-1 SPA JET SPA POOL JET SPA DRAIN SPA JET 2" POOL JET SKIMME MAIN DRAIN 7' 2 11 1-1 /2" SWAY JANDY VALVE 211 DIRECTION OF FLOW POOL PLUMBING NOT TO SCALE FLOW RATE CALCULATIONS GALLONS OF WATER REQUIRED FOR POOL 7594 GAL GALLONS OF WATER REQUIRED AT SUN DECK 877 GALLONS OF WATER REQUIRED FOR SPA 878 GAL TOTAL GALLONS REQUIRED 9203 GAL FLOW RATE ONE EXCHANGE PER 8 HOURS 9203 DIVIDED BY 8 HRS = 1150 GPH 1090 GPH DIVIDED BY 60 SEC = 19.17 GPM FEET OF HEAD CALCULATIONS FOR 1-/2" PVC PIPE TOTAL (SUCTION) PIPE LENGTH 55.5' 9.40HD 1 nn' DTDF X 55.5' OF PIPE = 5.217 FT OF HEAD ADD (4) 45° TURNS 4X2.4= 9.6 F.O.H. (6) 90° TURNS 6X7.6= 45.6 F.O.H. (1) 3 WAY DIVERTER = 2.3 F.O.H TOTAL 57.5 57.5/100 X 7.76 = 4.46 F.O.H. FOR CONNECTORS Pipe Lengths and Rise 5.21 valves and Turns 4.46 Cartridge Filter 7.5 Heater 7.5 TOTAL 24.67 F.O.H. I SOMETR I C 2 11 DE FILTER PUMP REQUIRED HAYWOOD MAX FLO XL PUMP 2HP MODEL NO: SP261OX15 OR EQUAL >> SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 285-0572 BRIAN J. MASKOL FL PE #66080 r I J z 0 a U w 0 w Q 0 z 0 > w w w U'-J Ie w z w0 C) �- zU way z� Q� w� a' w a 0 U) lD r nD V CD z 00 a 0 0 CL DATE DESIGNED GMW 08-12-21 DRAWN GMW 08-12-21 CHECKED JOB NO. 2021-250 PM1