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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY EXISTING LEGEND FIRE WALL MOUNT O SUPPRESSION AT KITCHEN HOOD �C.EILING L NDANT LAMP(HEAT)EXISTING • NEW ADDED FIRE PENDANT ° F.SPRINLER SPRINKLER SWITCH LETTER HEAD HEAD ORECESSED MAKE UP AIR LIGHT CEILING RETURN AIR GRILLE SURFACE ml MOUNT 1 X 4 FLUORESCENT SUPPLY [nil�4" REGISTER n 2 X 4 FLUORESCENT CEILING FAN EXIT SIGN/EMERGENCY LIGHT COMBO EF EXHAUST FAN EM EXIT I � uISCONNECT SIGN ll__II ¢ 3 -WAY � SWITCH '3 SWITCH PANEL EMERGENCY LIGHTING A-10N,CIRCUIT NO. GROUND TYPE DUPLEX RECEPTACLE P� FIRE ALARM PULL STATION 120V-20AMP INTEGRAL FAULT OGFI INTERRUPT PROTECTION CD COMBINATION /VISIBLE GROUND TYPE DUPLEX STROBE RECEPTACLE120V-20AMP owpWEATHERPROOF TYPE CD=CANDELA CD=CANDELA 10"-98" AFF RATING SETTING GROUND TYPE SINGLE RECEPTACLE 120V-20AMP +18"AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX RECEPTACLE 120V - 20 AMP MOUNTED IN CEILING GROUND TYPE DUPLEX OUTLET 120V-20AMP +18"AFF U.N.O. GROUND TYPE DOUBLE DUPLEX RECEPTACLE 120V-20AMP MOUNTED IN TWO GANG OUTLET BOX AT 18"AFF UNLESS NOTED OTHERWISE GROD TYPE DUPLEX 120VUN-20AMP MOUNT ABOVE 30A 120V SPECIAL PURPOSE OUTLET (���1/) (SUFFIX INDICATES AMPS) COUNTER OR AT HEIGHT NOTED Occ � 220V Q COMMUNICATIONS OUTLET OA 3 WIRE 10 OR 4 WIRE 30 SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) J SATELLITE g SECURITY JUNCTION BOX TV OUTLET SRA RADIO 0 ANTENNA [PAQ CONDUIT SECURITY KEY PAD THRU WALL SMOKE DETECTOR p (PHOTOELECTRIC) WIRELESS , TELEPHONE WAP ACCESS OUTLET POINT no CM CARBON MONOCIDE PUBLIC DDRESSANTERCO EMERGENCY On CALL/PUSH BUTTON O SPEAKER (CEILING MOUNT) ° � SUFFIX (INTEGRATED TO SECURITY SYSTEM) INDICATES MICROPHONE OUTLET ❑M (MICROPHONE SYSTEM) PUBLIC ADDRESS/INTERCOM S SPEAKER (WALL MOUNT) °- `UFFIX ° SUFFIX INDICATES INDICATES INPUT+OUTPUT CAM SECURITY CAMERA m SECURITY MOTION SENSOR ITI THERMOSTAT POINT OF SERVICE POS 10B 10 BASE T WIRING © El SPEAKER WIRE POINT AT CEILING VC SPEAKER VOLUMN CONTROL ® RESTROOM A/C SUPPLY ® RESTROOM EXHAUST FAN AIR DIFFUSER FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 INCH ST. LUCIE COUN REVIEWED FOR ( REVIEWED BY PLANS AND PERMIT M S --� SITE OR NO INSPECTIO S E E T ON JOg �) WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUDJECTTO ANYCORRECTIONS REQUIRED pY FIELA INSPECTORS THAT MAY BE NECESSARY IN 01DEp TO COMPLY WITH ALL APPLICABLE CODE$, CONCEALED FASTENERS OR ATTACHMENTS ARETNE RESPO061LITY OFTNE CONTRACTOR OF RECORD. SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4 INCH ADVANCE DESI GN & BUILDING ARCHITECTS ON 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-BUILD I NG. COM THESE DRAWINGS AND SPEOFICARONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ LEG ADVANCED DESIGN & BUILDING THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES MHICH ALTER THE INTENT OF THESE ORAWINGS OR SPECFICARONS ARE TO BE MADE WITHOUT OBTAINING WIETIEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: oaTE: CLIENT: ne FORT PIERCE HOUSE ADDRESS: ELECTRICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT k. SCALE: ) INCH E-1 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 BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 19 FT 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 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: ZONE TRIBUT.AREA 10sf 1 ROOF PERIMETER 2 ROOF CORNER 3 WALL INFIELD 4 WALL CORNER 5 Leeward/Windward —43,4 +40.1 —53.6 +40.1 3 FT ROOF Leeward /Windward DESIGN PRESSURES FOR OPENINGS (IN PSF; —36.7 +23.1 —63.8 +23.1 —63,8 +23.1 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 1. 10 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD WALL SHEATHING : 1.j"EXTERIOR GRADE PLYWOOD W/ 8D RING SHANK NAILS 0 4" O.C. AND 6" FIELD 0 0 WINDOW AND DOOR SCHEDULE OMINAL SIZE N0. WIDTH TYPE REMARKS X HT. �1 36" WIDE X 96" HIGH PANEL DOOR IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 O 72" WIDE X 80" HIGH WOOD 6 PANEL IMPACT W CATEGORY II SAFETY W/ 42 ARCH ABOVE GLASS PER FBC 4 4410.2.3.1.3 O 26" WIDE X 63" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 ® 36" WIDE X 72" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS PER FBC 4 4410.2.3.1.3 IMPACT W CATEGORY II SAFETY I� 72" WIDE X 72" HIGH ALUM. SINGLE HUNG GLASS PER FBC 4 4410.2.3.1.3 © 36" WIDE X 72" HIGH ALUM. SINGLE HUNG IMPACT W CATEGORY II SAFETY GLASS 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 20#-8" le. FIRST FLOOR PLAN SCALE 1/41NCH 0 1 r CV I D00 K I a 0 I r SECOND FLOOR PLAN SCALE: 1/4 INCH 12'-0" ADVANCE DESI GN & 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 DRAMTNGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ mu ADVANCED DESIGN ! BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITNEN AGREFIEENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING W ITTE N PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: FORT PIERCE HOUSE ADDRESS: o s (V FLOOR REVISIONS: PLAN DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH A-1 WIND DESIGN DATA PROJECT INFORMATION 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 BLOCKING-, AS NEEDED FOR STORM PANELS I NAan01r7:Ziyr; SIMPSON SP1 TOP PLATE STRAP W/ (6) 10 DS DOUBLE 2 X 6 HEADER PER FRAMING PLAN W/ 1 /2" PLYWOOD SANDWICHED '_'SIMPSON SP2 TOP PLATE STRAP W/ (6) 10 DS . 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: %)l EXTERIOR GRADE PLYWOOD 5/8 INCH EXT. _ SIMPSON MSTA 18 14-10DS (TYP AL) PLYWOOD W/ 8D SINGLE HUNG RING SHANK WINDOW NAILS @ 4" 2 X 4 OR DOOR EDGE/6" FIELD STUDS INSTALLED WITH METAL LATH �• PER at 16 O.C. PRODUCT AND STUCCO APPROVAL (2) 12D NAILS @ 1211O.C.-TYPICAL AT JACK STUDS BOTH SIDES SIMPSON MSTA 12 5 -10DS T AND VE TICAL MEMBERS pi 2 X 12 BAND BOARD SIMPSON SP1 TOP PLATE SIMPSON SP1 TOP PLATE STRAP W/ (6) 10 DS STRAP W/ (6) 10 DS -SIMPSON MSTA 18 14 -10DS AT 16" OC. EACH STUD 2 X 12 BAND BOARD TYPICAL WINDOW REIFORCING /nn An\ 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 (TYPICA SIMPSON SP1 TOP PLATE STRAP W/ (6) 10 DS -SIMPSON MSTA 18 14 -10DS AT 32" OC. TO 2 X 12 BAND BOARD TYPICAL EXTERIOR FRAME WALL ULTIMATE WIND SPEED: 170 MPH NOMINAL (BASIC) WIND SPEED: 132 MPH RISK CATAGORY: II WIND EXPOSURE: C ENCLOSURE CLASSIFICATION: ENCLOSED INTERNAL PRESSURE COEFFICIENT: 0.18+/_ COMPONENTS AND CLADDING: ROOFING ZONE 1: +23.3 PSF MAX., ROOFING ZONE 2: +23.3 PSF MAX., ROOFING ZONE 3: +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 K ND BORNE DEBRIS AS PER SECTION 1609.1.2 FBC (INCLUDING (STING TO BE COVERED BY PANELS PER PRODUCT APPROVAL) TH$ SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIW EFFECTS AS PER SECTION 1609.1.1.1 OF THE 2014 FBC. UU FUNLIN I AINU ULAUUIINIU UL�)IIUIN I`NLJSUKLJ: TH EXTERIOR SHELL OF THIS BUILDINGS ENVELOPE IS DIVIDED INTO 5 IFFERENT ZONES AS SHOWN IN THIS DIAGRAM: ADVANCE DBSI GN 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, 331S2 FAX: 305-454-8600 WWW.ADVANCED-DESIGN-BU I LDI N G. COM ARCHITECT: BERNARD JONES ARCHITECT AR0015193 SIGNANRE:�;���' 6y� CLIENT: VEGA HOMES ADDRESS: FORT PIERCE DETAIILS REVISIONS: A DRAWN BY: BVJ CHECKED BY: BVJ PROJECT P. DATE: D - I 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 BUILDING DESIGNED AS ENCLOSED 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 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 3OFT L BUILDING: 3 FT ZONE TRIBUT.AREA 10sf 1 ROOF PERIMETER 2 ROOF CORNER 3 WALL INFIELD 4 WALL CORNER 5 Leeward/Windward Leewar�WindwOr —36.7 +23.1 —63.8 +23.1 —63.8 +23.1 —43.4 +40.1 —53.6 +40.1 WITHIN 3FT FROM CORNERS --SEE ELEVEATIONS GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. 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 : 1.1"EXTERIOR GRADE PLYWOOD W/ 8D RING SHANK NAILS ® 4" O.C. AND 6" FIELD 0 I O 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 O 72" WIDE X 80" HIGH WOOD �6 PANEL W/ 42 ARCH ABOVE IMPACT GLASS W CATEGORY II SAFETY PER FBC 4 4410.2.3.1.3 O3 26" WIDE X 63" HIGH ALUM. SINGLE HUNG IMPACT GLASS W CATEGORY II SAFETY PER FBC 4 4410.2.3.1.3 ® 36" WIDE X 72" HIGH ALUM. SINGLE HUNG IMPACT GLASS W CATEGORY II SAFETY PER FBC 4 4410.2.3.1.3 O5 72" WIDE X 72" HIGH ALUM. SINGLE HUNG IMPACT GLASS W CATEGORY II SAFETY PER FBC 4 4410.2.3.1.3 6 0 36" WIDE X 72" HIGH ALUM. SINGLE HUNG IMPACT GLASS W CATEGORY it SAFETY PER FBC 4 4410.2.3.1.3 •• •' • r� - 1 r r..a 1 is • •. 1 • • •� 1 1 • • •1); 3'i alA!.: i �9•jk Ismc• • •• 1' w I 1• • • r \ 1 20'-8" n FIRST FLOOR PLAN SCALE: 1/4 INCH qx')C+ Qom. CqICS' T-c (?ACJUR-ri SECOND FLOOR PLAN SCALE 1/41NCH 12'-0" 0 I IN r7 ADVANCED DESIGN 8 BUILDING ARCHITECTS T GENERAL CONTRACTORS A ROUND HILL DE%WPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-215-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL. 33162 305-454-8000 WWW.ADVANCED—DESIGN—BU ILDIN G.CCM IHM DRAVANOS AND SPECIRCATIONS ARE IN57M MOM OF SERYIGE AM ARE 11E PRCPEAIY OF MIND HILL DEVELOPMENT OROIIP, ING/ 1Poa Q$97 DOM R WILDING, DIEM ARE NOT iD BE USED ON ANY OTHER PROECTS OR EXiF MONS OF 1HI5 PRQECT EXCEPT BY IRE77M1 AOREON IS WrrH ROUND HILL DEVELOPMENT GROUP. NO DEEM CHANGES WON ALTER THE INTENT OF 14ESE DRANNGS OR WEDRCATIONS ARE 70 BE MADE M1IMT OBTAINING MRDIEN PERMPOON FROM RO{NI) HILL DEMOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL DATE' CLIENT. FORT PIERCE HOUSE ADDRESS: FLOOR REVISIONS: PLAN DRAWN BY: JMG CHECKED BY. SCANOD PROJECT f BY SCALE: } INCH St. Lucie County l8/� � Wyly A-1