The URL can be used to link to this page

Home My WebLink AboutREVISION 1-31-22A Om Raw& ww%jo% if I IL A Pi fArridavit d Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Opening ID Product Model # Manufacturer Glass Description Attachment Method Type, Size, Spacing, & Embedment Building Design Pressure Product Design Pressure IMPACI ENTRY LA PORTE GRAZED DOOR LAWSON NOA- 20.0901.11 N/A 1/4" TC W/1-1/2' CONC. EMBED, 5" MAX FROM JAMB CORNERS &17"o.c. MAX. HEAD &SILLANCH: 5-3/4" CORNER / 12-3/4" MAX. +40.51/-43.9 +65.0 /-15.0 28W MAX. X 26 1 IMPACT 7700 S.HUNG LAWSON NOA-20-0813.07 IMPACT INSULATED GLASS T IAPCOIN CONCKLIL MIN t:I'4btA)Iqt:I4 1 1-1125", MIN t:IvIb/ IHEAD AND SILL: 4" CORNERS,(2) 1/4" TAPCONS X 1.25 EMB. JAMBS: 5-3/8" CORNERS/MAX. 14'O.0 W/ 1/4" TAPCONS X 1.25" IMB. +40.511-13.9 I +65.0/-65.0 Bte% r-1-11 a rd Jon At-! ARCHITECTI:::�: 6) tly- Digitally signed b Berniard Jones - 4,RCHITECT 1 4:'"o 7:2 2 — 0 5'0 0' This item has been electronicIly signed and sealed by BERNARD JONES ARCHITECT —FL Uic. no. AR0015193 on the date adju:ent to the seal using a SHA authentication Code. Serial no. 5CC,FB19,3E(';F78F44F43B9EC'DE8OB6OlE1 VALID TO 2022/9/24 ARCHITECTS CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW. ikDVANCED—DESIGN—BU ILDIN G.COM '11IESE DRAWINGS AND SPEMCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVE-OPMENT GROUP, INC./ dbe ADVANCED DESIGN & BUILDING. THEY ARE NOT tO BE USED ON ANY OTHER PROJWM OR EXTENSIONS OF THIS PROIECT DOCEPT BY VATIEN AGREEMENTS WnH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. Printed Copim, of this document are not considered signed and sealed and the SHA auth,!ntication code must be verified on any electronic copies. BERNARD JONES ARCHITECT FL Uic. no. AR0015193 515 N. FLAGLER DRIVE, P300 WEST PALM BEACH, FLA. CLIENT;;33401 561-718-08131 REVIEWEID, rm CODE COM'P� ANCE ST. LUCIE,,,,,-,0' OIL TREASURE COAST HOMES ADDRE!3S: 6504BAYARD RD FORT PIERCE, FL 34'951 FLOOR PLAti FVAX�kkl DRAWN BY; JMG CHECKED BY: BVJ PROJECT #: roy-wizi 1=2 EXISTING LEGEND WALL MOUNT FIRE SUPPRESSION AT KITCHEN HOOD LING kL7DANT LAMP(HEA ! SINEW EXISTING ADDED FIRE PENDANT F.SPRINLER SPRINKLER WITCH LETTER HEAD HEAD RECESSED MAKE UP AIR LIGHTLJ � CEILING RETURN AIR GRILLE SURFACE MOUNT 1 X 4 FLUORESCENT S SUPPLY S ,!. REGISTER 2 X 4 FLUORESCENT CEILING FAN EXIT SIGN/EMERGENCY LIGHT COMBO EXHAUST FAN EMI OD SWITCH 3 - WAY SWITCH �-- - PANEL EMERGENCY LIGHTING A-10� CIRCUIT NO. P� FIRE ALARM PULL STATION GROUND TYPE DUPLEX RECEPTACLE 120V-20AMP INTEGRAL FAULT INTERRUPT PROTECTION M COMBINATION /VISIBLE LI GROUND TYPE DUPLEX STROBE RECEPTACLE120V-20AMP WEATHERPROOF TYPE QwP CD=CANDELA 80"-96" AFF RATING ETTING GROUND TYPE SINGLE RECEPTACLE 12OV--20AMP +18`AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX RECEPTACLE 120V - 20 AMP 3 MOUNTED IN CEIUNG GROUND TYPE DUPLEX OUTLET 12OV-20AMP +18"AFF U.N.O. GROUND TYPE DOUBLE DUPLEX RECEPTACLE 120V-20AMP MOUNTED IN T)NO GANG OUTLET BOX AT 18"AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX 120V-20AMP MOUNT ABOVE 30A 120V SPECIAL PURPOSE OUTLET (SUFI'IX INDICATES AMPS) COUNTER OR AT HEIGHT NOTED ($0C 22OV COMMUNICATIONS OUTLET q 3 WIRE 10 OR 4 WARE SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) J SATELLITE S SECURITY JUNCTION BOX N Ty OUTLET SRA RADIO ® ANTENNA CONDUIT SECURITY KEY PAD THRU WALL OKE DETECTOR 0 PHOTOELECTRIC WIRELESS TELEPHONE Rj�_Pl ACCESS OUTLET POINT co) CM CARBON MONOCIDE EMERGENCY On CALL/PUSH BUTTON SPEAKER�D(CEILINGN MOUNT) SUFFIX TEGRATED TO SECURITY SYSTEM) INDICATES MICROPHONE OUTLET (MICROPHONE SYSTEM) PUBLIC ADDRESS/INTERCOM S SPEAKER (WALL MOUNT) �M a SUFFIX ®o SUFFIX INDICATES INPUT+OUTPUT INDICATES impimimITRIT CAIq SECURITY CAMERA SECURITY MOTION SENSOR T THERMOSTAT POINT OF SERVICE POS 10B 10 BASE T WIRING ® SPEAKER WIRE POINT AT CEILING SPEAKER VOLUMN CONTROL. RESTROOM A/C SUPPLY RESTROOM EXHAUST FAN AIR DIFFUSER SPECIFICATION: SQUARE ELECTRICAL MAINS: LUGS MAINS: ONLY MAIN BUS RATING: 200 AMPS LIVING RM 120/240, 1---PH, PANEL A VOLTAGE: 3-WIRE MOUNTING: FLUSH MOUNT AMPS POLES TOTAL WIRE DESCRIPTION CKT. CKT. DESCRIPTION WIRE TOTAL POLES AMPS VA SIZE NO. NO, 2 4 6 8 10 SIZE VA 20 1 1500 12 GENERAL LIGHTING 1 SMALL APPLIANCES 12 1,500 1 20 20 1 1500 12 GENERAL LIGHTING 3 SMALL APPLIANCES 12 1,500 1 20 60 2 (10-000) 6 AHU HEAT STRIP #1 _5 DRYER 5000 2 ` 60 7 40 2 8 ACU #1 9 6 COOK TOP 8000 2 40 11 12 14 50� 2 12,000 6 13 LIVING ROOM LIGHTING 12 1,500 1 20 RANGE 15 16 18 20 22 24 26 28 30 32 LIVING ROOM POWER 12 1,500 1 20 25 2 4500 16 WATER PUMP 17 SMOKE DETECTORS 12 1,000 1 20 19 BATH GFI'S 12 1,500 1 20 20 1 1,500 12 WASHER 21 EXTERIOR GFI'S 12 1,500 1 20 20 1� 1,200 12 DISHWASHER 23 DINING/BREAKFAST LTG. 12 1500 1 20 20 1 1,000 12 GARBAGE DISPOSAL 25 KITCHEN LIGHTING 12 1000 1 20 20 1 1500 12 REFRIGERATOR #1 27 BATH LIGHTS 12 2,000 1 20 20 1 1,500 1 MICROWAVE 29 BEDROOM POWER 12 1500 1 20 1 419 '12 OYER Y 31 SPARE 20 1 1000 12 GARAGE GFIS 33 34 36 38 SPARE 35 37 39 40 42 41 SUBTOTAL 31519 26000 SUBTOTAL TOTAL LOAD(WATTS)= 58519 WATTS DEMAND LOAD CALCULATIONS 58519 TOTAL GENERATED CALCULATED LOAD. FIRST 10 KW 0100% : 10,000 REMAINDER 0 40% „ 19407 A C 10 KW 0100% 10,000 C TOTAL: 39,407 �,. CURRENT PER PHASE TOTAL LOAD (VA) f (240)r 164 AMPS ® 39,407 200 AMP SERVICE * VERIFY ALL EQUIPMENT LOAD, BREAKER, .AND WIRE SIZES PRIOR TO INSTALLATIONS 3 #2/0 IN 2": C. #2 CU IN 1Z- CONDUIT GROUNDING ELECTRODE it "►!. hI ► " t ►. 11 POINT GROUND FIELD CONCRETE I ELECTRODER l RISER DIAGRAM RECEPTACLES1. ALL LIVING, BEDROOM, AND OTHER TO SPROTECTED REQUIRED 1 TAMPER PROOF This itenn has been €,^I�Bctronicllly signed and sealed by BERNARD JONES ARCHITECT —FL Lic. no. AROO'15193 on the date adjacent to the seal using a SHA authentication Code. Serial no. 5CCFB193E6F'78F4t4F`4389ECDEBOB6O1 E1 VALID TO 2022/9/24 Printed Copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. t T CONTRACTORE A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 ARCHITECT BERNARD JONES ARCHITECT FL L11c. r, AR0015193 515 N. . 00 WEST PALM BEACH, FLA. r , i -0831 TREASURE llAR' COAST HOMES ADDRESS: •4 BAYARD RD FORT PIERCE, FL 34951 IMON ELECTRICAL PL A N 4 "EO F OR A LIACE VNT,)4 DRAWN BY: JMG CHECKED BY: BVJ SCALE: J INCH -4"10 14 a t1i r 0n1 o 3. ROOF DESIGN LOADS: DEAD LOADS: 25 PSF LIVE LOADS: 30 PSF SEE ROOF FRAMING PLAN FOR UPLIFT DESIGN LDS. 4. FLOOR DESIGN LOADS: DEAD LOADS 25 PSF LIVE LOADS 40 PSF 5. ALL CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STREGNTH OF 3000 PSI A 28 DAYS WITH MAXIMUM SLUMP OF 4" i ,!! r •. .r• r ••! • • •- :•` • r • k r r 3R IN. METAL TOP/ RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS 1/2 INCH LAYER OF RYWALL ON WET IDE \ 18 GAUGE , 39 IN. D. ALL VERTICAL RE + RCING SHALL FETAL STUDS AT 16 IN. O.C., NON REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. BEARING, 1j IN. ( 6) 1"INTERSECTIONS. ANCHOR TO COLUMNS WITH SCREWS AT 8 INCHE S LIFT TO BE 8 FT ON H. O.C. EDGE/ MINIMUM 4" EXTENSION INTO COLUMN POURED AREA 8. PROVIDE " DOBE TAIL ANCHORS AT 18 3j IN. BOTTOM RUNNER INCHES ON CENTER FOR ALL MASONRY PLACED ATTACHED TO EXISTING ADJACENT TO ALREADY IN PLACE COLUMS SLAB WITH TWO 1" INCH 9, CELL FILING CONCRETE SHALL BE "PEA DOCK" EMBEDMENT HILTI PINS CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH AT 16 INCH O.C. (O f'C= 3,500 PSI MIN. AT 28 DAYS. TWO " N 3 TAPCONS 10. LINTELS: THE CONTRACTOR SHALL PROVIDE WITH 1" EMBEDMENT TO PRECAST CONCRETE LINTELS PER SCHEDULE SLAB) r •rr • r •rr r • r ' r ., � ! ir•. ,� i ' ••'r •, • rr • • r k rs •r ■ ■ • s.• • ! i !k •r . Rr• r • . •` r-• • r -• r i r • r k r i••! i. • ' • i r a r i ! ism •irk r• fk..: : r • y It. � i r r �. it ■ r •r . r , r r • • an r +� r a ram•' ! Im • � � r r • r ' � �. . r a r i � • r ,rri •. i • i • r • • • x r r �, r r r • •: k t kviyunjq ."1110wrasisgivi Co jcrete I Slab • AIIC TILE PORTLAND CEMENT MORTAR [BED SLOPE TO DRAIN ZONE 4: f 48.7 PSF MAX., -50.6 PSF MIN ZONE 5: +49.4 PSF MAX., -54.3 PSF MIN END LONE WIDTH: 4 FT O/H GARAGE DOORS: +33.6 -38..9 d z 3 �"`s� O� �a I-, � I 33 I� OI 12" 12 ROOF VENT 122 SQ. IN. OF VENT --(3) TOTAL AT BACKSIDE OF ROOF EVENLY SPACED 4FT FROM RIDGE ._ PRE ENGINEERED ROOF TRUSSES AT 24 INCHES ON CENTER 2 X4 BRACING AT 60" O.0 WITH 2 -12 D NAILS EACH PT. 5 8" FIRE CODE DRYWALL CLG. 1 X 4 PT FIRE BLOCKING ® 8 ' 0" AFF 1/2 DRYWALL ON PT FURRING STRIPS WITH R- 4.1 FOIL INSULATION 8"X 8" FILLED —CELL W/ VERTICAL REINFORCING PER PLAN 8 " CONCRETE BLOCK WITH VERTICAL REINFORCING PER PLAN r i r r+• ■ r r i SILL DETAIL (WINDOW) c INCH HI -RIB LATH AND STUCCO SOFFIT WITH 2" CONTINU US SOFFIT VENT B 13 CO _S OF 8" W/ (1) NO. 5 EACH COURSE TUCCO FINISH (PER BEAM/COLUMN PLAN ) MIN. OVERLAP OF VERTICAL REINFORCING RECESS 1.0 " STEP AT FRONT DOOR At\ELEV. F.F. PER PLANS VSyr®Gam A.F.F. 4" FLASHING DETAIL FOR WINDOWS IN MASONRY/ CONCRETE CONSTRUCTION: BUCK TO SET IN 1 /4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO CONCRETE/MASONRY STRUCTURE 2.) SEAL WOODEN BUCK BY COVERING IN APPROVED A.MMA LIQUID MEMBRAN 1INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR' AND (CONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) M-) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW ,/DOOR ANUFACTURERS REQUIREMENTS ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS ARCHITECTS G[NERAL CO TR A CTORS A ROUND HILL. DEVELOPMENT CROUP COMPANY 179613 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0631 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-6000 WWW. AD VAN CED-DESIGN-BU ILD IN G. COM THESE DRAWINGS AND SPEWCATIONS ARE INSTRUMENTS CF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC-1 dike ADVANCED DESIGN 8 BU LDNR THEY ARE NOT BEUSED ON ANY OTHER PROsECTs OR E7CI MONS OF THIS PROI DaXPT- BY WRITTEN AGREEMENTS Atli ROUND Hi DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAwi OR SPECMCATIONS ARE TO RE MADE WITHOUT OBTAINING YAIIIIEN PERMMGN FROM ROUND HILL. DEVELOPMENT GROUP. ARCHITECT: MU04&i "a .. .. r. � -r■ ■• - ♦ r Ir! r r 090 ' � i` r r JAMB DETAIL (OHD) r • r r _ i • � r JAMB DETAIL. (WINDOW) CBS WALL '.STIJCCO FINISH CLIENT: TREASURE COAST HOMES 6504 BAYARD RD FORT FIERCE, F-L 34951 " "EVIE E FOR LV C . } a° BCC REVISIONS:FILE COPY DRAWN BY: JMG CHECKED BY: BVJ PROJECT f. SCALE: INCH i