The URL can be used to link to this page

Home My WebLink AboutFLOOR PLANFILE COPY JURISDICTION-- PALM EEACH COUNTY, FL OCCUPANCY CLASS-- PESIDENTIAL R-3 TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE ASCE 7-10, NEC 2014 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 19 FT IMPORTANCE FACTOR: 1.0 WIND VELOCITY: Vult=175 Vasd=135 qh=56.57 psf Kh=.85 Kzt=1.0 Gcp i=.18+/— GCpf=1.0+, 1.4— P=0.6w ROOF MATERIAL: 5V METAL ROOF PER PRODUCT APPROVAL ROOF DEAD LOAD: 30 PSF ROOF LIVE LOAD 25 PSF SOIL BEARING CAPACITY: 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: PER PRODUCT APPROVAL -- WINDOWS AND DOORS IMPACT RATED INTERNAL COEFFIECIENT: 0.18 RISK CATAGORY : II END ZONE WIDTH FOR 30FT L BUILDING: 3 FT COMPONENTS AND CLADDING DESIGN WIND PRESSURES WALL ROOF ZONE Leeward/Windward Leeward/Windward TRIBUT.AREA 10sf 1 —36.7 +23.1 ROOF PERIMETER 2 —63.8 +23.1 ROOF CORNER 3 —63.8 +23.1 WALL INFIELD 4 —43.4 +40.1 WALL CORNER 5 —53.6 +40.1 DESIGN PRESSURES FOR OPENINGS (IN PSF): WITHIN 3FT FROM CORNERS --SEE ELEVEATIONS GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. GARAGE DOOR NOT APPLICABLE INSULATION: FLOOR NOT APPLICABLE WALLS R 4.1 MIN OR WALLS R13 0 6" FRAME EXTERIOR ROOF R 30 MIN ROOF NAILING PATTERN IF REQUIRED 1. 10 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD WALL SHEATHING : 1.8"EXTERIOR GRADE PLYWOOD W/ 8D RING SHANK NAILS 0 4" O.C. AND 6" FIELD WINDOW AND DOOR SCHEDULE NO. NOMINAL WIDTH X SIZE HT. TYPE REMARKS �1 36" WIDE X 96" HIGH PANEL DOOR IMPACT GLASS W CATEGORY II SAFETY PER FBC 4 4410.2.3.1.3 (2 26" WIDE X 63" HIGH ALUM. SINGLE HUNG IMPACT GLASS W CATEGORY II SAFETY PER FBC 4 4410.2.3.1.3 96" WIDE X 72" HIGH ALUM. SINGLE HUNG IMPACT GLASS W CATEGORY II SAFETY PER FBC 4 4410.2.3.1.3 CONTRACTOR TO VERIFY ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS ORDERED PRIOR TO CONSTRUCTION ALL DOORS AND WINDOWS TO BE LOW E GLASS AND IMPACT _ y� ADVANCED ST. LUCIE C UNTY BBUI D G�IVIS ON REVIEWED FOR COMPL s DESIGN & REVIEWED BY 3 DATE I PLANS AND PERMIT M BE KEPT O ]CB SCANNED BUI `DI NG SCANNED3 SITE OR NO INSPECTIONS) WILL BE MADE StLu � Co ALL MANUFACTURES LABLES SHOWING ARCHITECTS U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK GENERAL ARETANY CORRECTIONS CONTRACTORS REQUIREDUIRED BFIELD FIELD INSPECTORS THAT -4 15 -4 MAY N NECESSARY IN ORDER TO A ROUND HILL DEVELOPMENT GROUP COMPANY 23 ' COMPLY WITH ALL APPLICABLE CODES. 17968 115 TH AVE. NORTH 10 JUPITER, FLORIDA 33478 PH: 561-216-1000 O CELL 561-718-0831 a/C - 319 167TH ST O 1 CONCEALED FASTENERS OR ATTACHMENTS NO. MI MI BEACH, 0 33162 ARE THE RESPONSIBILITY OF THE WWW.AD VANCED—DESIGN—BUILDING.COM CONTRACTOR OF RECORD. 1MESE DRAWINGS AND SPECIFICATIONS PR ARE INSItI IHIESE OF SERVICE AND ARE THE NS ARE OF ROUND HILL DEVELOPMENT GROUP. INC./ dbu ADVANCED DESIGN ! BUILDING THEY ARE NOT TO BE USED ON D ANY OTHER PROEM OR DM34SONS OF THIS PROJECT 14'—$" 5'-0" 12'-0" EXCEPT BY WRITTEN AGREEMENTS KITH ROUND HILL U DEVELOPMENT GROUP. LL NO DESIGN CHANGES WHICH ALTER THE INTENT 2'-B"x8'— OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE UTILITY WITHOUT OBTAINING WRITTEN PERMISSION FROM ^0 ROUND HILLDEVELOPMENT GROUP. o ROOM BEDROOM _I 1 I 0 0 - - _ ARCHITECT: BERNARD 0 0 JONES I ARCHITECT -Do (:::Ic 5'- 0" LIVING 11, SEAL:% E =0 e 8'- CLOSET BATH DATE. FROCH OORONT -4xB-G• A 0 d CLOSET O O ^ 0 CLIENT: R FORT PIERCE HOUSE 2'-B"x8'-0" 0 0 1 OFFICE 0 KITCHEN BEDROOM 0 9'-0"1 10'-0" 14'-0" ® ® 0 0 ADDRESS: 3'-8" 2 19'-8" N GUEST HOUSE SCALE 1/41NCH U 15'-4" RECEIVED LFFR 0 4 2019 ST. Lucie County, Permitting FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH A-2 E = EXISTING LEGEND WALL MOUNT FIRE SUPPRESSION AT KITCHEN HOOD /0-� CEILING ENDANT LAMP(HEAT) PENDANT ° I SWITCH LETTER • • NEW EXISTING ADDED FIRE F.SPRINLER SPRINKLER HEAD HEAD RECESSED MAKE UP AIR LIGHT CEILING RETURN AIR GRILLE SURFACE Emil MOUNT 1 X 4 FLUORESCENT SUPPLY S . 61-14" REGISTER 2 X 4 FLUORESCENT CEILING FAN EXIT SIGN/EMERGENCY LIGHT COMBO EF EXHAUST FAN EXIT ISCONNECT SIGN 3 - WAY $ SWITCH SWITCH PANEL EMERGENCY LIGHTING CIRCUIT NO. GROUND TYPE DUPLEX RECEPTACLE P❑ FIRE ALARM PULL STATION 12OV-2OAMP INTEGRAL FAULT aGFI INTERRUPT PROTECTION CD COMBINATION /VISIBLE STROBE GROUND TYPE DUPLEX RECEPTACLE12OV-2OAMP WEATHERPROOF TYPE CD=CANDELA WP 80"-96" AFF RATING SETTING GROUND TYPE SINGLE RECEPTACLE 12OV-2OAMP +180AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX RECEPTACLE 12OV - 20 AMP GMOUNTED IN CEILING GROUND TYPE DUPLEX OUTLET 12OV-2OAMP +18"AFF U.N.O. GROUND TYPE DOUBLE DUPLEX RECEPTACLE 12OV-20AMP MOUNTED IN TWO GANG OUTLET BOX AT 180AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX 12OV-2OAMP MOUNT ABOVE C�3OA 12OV SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) COUNTER OR AT HEIGHT NOTED 00C $ `CT 22OV COMMUNICATIONS OUTLET �OA 3 WIRE 10 OR 4 WIRE 30 SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) J g SECURITY JUNCTION BOX SATELLITE TV OUTLET SRA RADIO ANTENNA CONDUIT PA SECURITY KEY PAD THRU WALL MOKE DETECTOR p PHOTOELECTRIC) WIRELESS , TELEPHONE WAP ACCESS OUTLET POINT on CM CARBON MONOCIDE PUBLIC DDRESSANTERCO EMERGENCY HCALL/PUSH BUTTON O SPEAKER (CEILING MOUNT) ° SUFFIX (INTEGRATED TO SECURITY SYSTEM) INDICATES MICROPHONE OUTLET (MICROPHONE SYSTEM) O PUBLIC ADDRESS/INTERCOM � SPEAKER (WALL MOUNT) °._SUFFIX °� SUFFIX INDICATES INPUT+OUTPUT INDICATES CAM SECURITY CAMERA SECURITY MOTION SENSOR [ij THERMOSTAT POS POINT OF SERVICE 10 BASE T WIRING a SPEAKERWIRE POINT AT CEILIN1OB VC CONTROL SPEAKER VOLUMN ® RESTROOM A/C SUPPLY ® RESTROOM EXHAUST FAN AIR DIFFUSER t GUEST HOUSE ELECTRICAL PLAN SCALE 1/4 INCH ADVANCE DESK-!V & BUILDING ARCHITECTS GENERAL 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. AD VAN CED-DESIGN-BUI LD I NG. COM THESE DRAVANGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Wa ADVANCED DESIGN h BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR DM34SONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS NTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATONS ARE TO BE MADE WITHOUT OBTAINING WRTIFN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: FORT PIERCE HOUSE ADDRESS: ELECTRICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT it. SCALE: j INCH E-2 PROJECT INFORMATION WIND DESIGN DATA JURISDICTION-- ST. LUCIE COUNTY, FLORIDA CLASS. : RESIDENTIAL R-3 TYPE OF CONSTRUCTION -- RISK CATEGORY II — NEW CONSTRUCTION FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION, NEC 2014) ASCE 7-10 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 20.5 FT IMPORTANCE FACTOR: 1.0 BASIC WIND VELOCITY: 170 MPH ROOF MATERIAL: ROOFING PER PRODUCT APPROVAL 5/8 INCH EXT. PLYWOOD W/ 8D RING SHANK NAILS @ 4" 2 X - EDGE/6" FIELD STUDS WITH METAL LATH AND STUCCO 2X BLOCK11' AS NEEDED FOR STORM PANELS 2 X 12 BAND BOARD SIMPSON SP1 TOP PLATE STRAP W/ (6) 10 DS SINGLE HUNG WINDOW OR DOOR INSTALLED PER PRODUCT APPROVAL DOUBLE 2 X 6 HEADER PER FRAMING PLAN W/ 1 /2" PLYWOOD SANDWICHED — SIMPSON SP2 TOP PLATE STRAP W/ (6) 10 DS SIMPSON MSTA 18 14-10DS (TYPICAL) (2) 12D NAILS @ 12"O.C.-TYPICAL AT JACK STUDS BOTH SIDES SIMPSON MSTA 12 5 -IODS HORIZONTAL AND 2 X PT. BOTTOM PLATE SIMPSON SP1 TOP PLATE l STRAP W/ (6) 10 DS .SIMPSON MSTA 18 14 -10DS AT 16" OC. EACH STUD 2 X 12 BAND BOARD ROOF DEAD LOAD: 25 PSF ROOF LIVE LOAD: 30 PSF FLOOR DEAD LOAD 30 PSF FLOOR LIVE LOAD 40 PSF SOIL BEARING CAPACITY: 2500 PSF ASSUMED REVIEWED FOR SHEAR WALL REQUIREMENTS YES IMPACT PROTECTION: NOT APPLICABLE INTERNAL COEFFIECIENT: 0.18 DESIGN PRESSURES FOR OPENINGS (IN PSF): WITHIN 3FT FROM CORNERS: SEE ELEVATIONS GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. GARAGE DOOR: INSULATION: FLOORS: R-13 WALLS CBS: R-4.1 FOIL WALLS WOOD: N/A ROOF: R30 MIN ROOF NAILING PATTERN: 10 D RING SHANK NAILS AT 4" EDGE AND FIELD ROOF SHEATHING: 5/8" EXTERIOR GRADE PLYWJOD 5/8 INCH EXT. PLYWOOD W/ 8D NAILS @ 4" 2 X 4 — EDGE/6" FIELD STUDS WITH METAL LATH S at AND STUC16"O.C. CO 2 X 12 BAND BOARD SIMPSON SP1 TOP PLATE STRAP W/ (6) 10 DS MINIMUM R-11 BATT INSULATION ALL EXTERIOR WALLS W/ 1/2 DRWALL INTERIOR SIMPSON SP2 TOP PLATE STRAP W/ (6) 10 DS SIMPSON MSTA 18 14--10DS (TYPICAL II SIMPSON SP1 TOP PLATE STRAP W/ (6) 10 )S -SIMPSON MSTA 198 14 -10DS AT 32" OC. TO 2 X 12 BAND BOARD ULTIMATE WIND SPEED: 170 MPH NOMINAL (BASIC) WIND SPEED: 132 MPH RISK CATAGORY: WIND EXPOSURE: ENCLOSURE CLASSIFICATION: INTERNAL PRESSURE COEFFICIENT: COMPONENTS AND CLADDING: 10 ENCLOSED 0.18+ /_ ROOFING ZONE 1: +23.3 PSF MAX., ROOFING ZONE 2 ROOFING ZONE 3: +23.3 PSF MAX., +23.3 PSF MAX., ROOFING AT ZONE 2 OVERHANGS: ROOFING AT ZONE 3 OVERHANGS: STUCCO, CLADDING, DOORS AND WINDOWS: ZONE 4: +40.3 PSF MAX., ZONE 5: +40.3 PSF MAX., END ZONE WIDTH: 3 FT O/H GARAGE DOORS: —37.0 PSF MIN. —64.4 PSF MIN. —95.2 PSF MIN. —75.1 PSF MIN. —126.4 PSF MIN. —43.7 PSF MIN —54.0 PSF MIN +38.3 — 45.6 THE NOMINAL WIND SPEED WAS USED TO DETERMINE THESE COMPONENT AND CLADDING PRESSURES. ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED FROM IND BORNE DEBRIS AS PER SECTION 1609.1.2 FBC (INCLUDING ISTING TO BE COVERED BY PANELS PER PRODUCT APPROVAL) TH$ SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SECTION 1609.1.1.1 OF THE 2014 FBC. CO PONENT AND CLADDING DESIGN PRESSURES: TH5 EXTERIOR SHELL OF THIS BUILDINGS ENVELOPE IS DIVIDED INTO 5 IFFERENT ZONES AS SHOWN IN THIS DIAGRAM: Alm I ® I I O I \ I ADVANCED DESIGN ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 515 NO. FLAGLER DRIVE, SUITE P-300 WEST PALM BEACH, FL 33401 PH: 561-216-1000 CELL 561-718-0831 319 NE 167TH ST. N. MIAMI BEACH, FL, 33162 FAX: 305-454-8600 WWW. AD VAN CED-DESIGN-B U I LDI N G. COM ARCHITECT:BERNARD JONES ARCHITECT AR0015193 SEAL:,,, ryAib dg Mom_ .z SIGNATURE:' DATE: t , .:...;+,1. _. / ......... _. CLIENT: VEGA HOMES ADDRESS: FORT PIERCE DETA L REVISIONS: DRAWN BY: BVJ CHECKED BY: BVJ PROJECT #: DATE: D-1 TYPICAL WINDOW REIFORCING I TYPICAL EXTERIOR FRAME WALL /ram ��r, �r+r• „�r..,, „ • r,\ JURISDICTION-- PALM BEACH COUNTY, FL OCCUPANCY CLASS-- RESIDENTIAL R-3 TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE ASCE 7-10, NEC 2014 EXPOSURE: C AS ENCLOSED 19 FT is 1.0 WIND VELOCITY: Vult=175 Vasd=135 •qh=56.57 psf Kh=.85 Kzt=1.0 Gcpi=.18+/— GCpf=1.0+, 1.4— P=0.6w ROOF MATERIAL: 5V METAL ROOF PER PRODUCT APPROVAL ROOF •DLOAD: ROOF LIVE LOAD SOIL BEARING■ •• PREVIEWED SF SHEAR WALL REQUIREMENTS APPROVAL WINDOWS AND D•O- INTERNAL COEFFIECIENT: 0.18 RISK CATAGORY : II END ZONE WIDTH FOR 30FT L BUILDING: 3 FT COMPONENTS AND CLADDING DESIGN WIND PRESSURES WALL ROOF ZONE Leeward/Windward Leeward/Windward TRIBUT.AREA 10sf 1 —36.7 +23.1 ROOF PERIMETER 2 —63.8 +23.1 ROOF CORNER 3 —63.8 +23.1 WALL INFIELD 4 —43.4 +40.1 WALL CORNER 5 —53.6 +40.1 DESIGN PRESSURES FOR OPENINGS (IN PSF): WITHIN 3FT FROM CORNERS --SEE ELEVEATIONS GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. GARAGE DOOR NOT APPLICABLE INSULATION: FLOOR NOT APPLICABLE WALLS R 4.1 MIN OR WALLS R13 0 6" FRAME EXTERIOR ROOF R 30 MIN ROOF NAILING PATTERN IF REQUIRED 1. 1C D RING SHANK NAILS AT 4" EDGE AND 6" FIELD WALL SHEATHING : 1l"EXTERIOR GRADE PLYWOOD W/ BD RING SHANK NAILS 0 4" O.C. AND 6" FIELD WINDOW AND DOOR SCHEDULE -NOMINAL SIZE N0. WIDTH X HT. TYPE REMARKS �1 36" WIDE X 96" HIGH PANEL DOOR IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 0 26" WIDE X 63" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 [96" WIDE X 72" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 CONTRACTOR TO VERIFY ROLM OPENING DIMENSIONS FOR DOORS AND WINDOWS ORDERED PRIOR TO CONSTRUCTION ALL DOORS AND VANDOWS TO BE LOW E-0 4r7,-4VD IMP4V ADVANCED DESIGN 8 BUILDING ARCHITECTS GENERAL CONTRACTORS 23 -4 15 -4 " A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 O CELL60631 167TH S 19 NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED-DESIGN-BU ILDIN G.COM TWX DRAWINGS AND SPECFlCATIONS ARE I SIRUMIXR OF S ERMCE AND ARE IRE PROPERTY OF LD 110 5'-0" 12'-0" ROUND HILL DEVELOPMENT GROUP. INC./ dito ADVANCED OESION a SURONO THEY ARE NOT TO DE USED ON FROECT r �' WITHI�,D HLL DEVELOPMENT OR". NO DEMON CHAN= W#CH ALTER THE INTENT 2•-8�x8— UTILITY It OF THESE DRAWINGS OR SPEM"TIONS ARE 10 BE MADE WTHOUT OBTNNNO WRITTEN PERMISSION FROM ROOM �j O ROUND HLLL DEVELOPMENT OR". BEDROOM -I I I - .' O - V�V�J�� ARCHITECT: BERNARD C)y taq o of JONES 00 ARCHITECT 5'-0" - ----- 10L 0 8'-0" SEAL* CLOSET BATH 0 ol DATE: 00 FRONT PROCH O (z IA 2' 0 ado ;n d- Qbc>r CLOSET o 0 m O AIM I ol R CLIENT: N 0 FORT PIERCE HOUSE o JOXtox LD )� co I OFFICE b KITCHEN BEDROOM o '-0 9'-0" �- 10'-0" 14'-0" ® o 0 ®el ADDRESS: O �j O N 1 3'-8" 15'-4" GUEST HOUSE SCALE: ''4INCH FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT f: SCALE: } INCH A-2