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HomeMy WebLinkAboutBuilding PlansJURISDICTION--ST. LUCIE COUNTY, FLORIDA OCCUPANCY CLASS-- RESIDENTIAL R-3 TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION ASCE 7-10 , NEC 2014 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 19 FT IMPORTANCE FACTOR: 1.0 WIND VELOCITY: Vult=175 Vosd=105 qh=56.57 psf Kh=.85 Kzt=1.0 Gcpi=.18+/— GCpf=1.0+, 1.4— P=0.6w ROOF MATERIAL: SHINGLE 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 FOR 30FT L BUILDING: 3 FT END ZONE WIDTH ZONE Leeward /Vindward LeewEird/Win wcird 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 nFSIGN 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 ® 6" FRAME EXTERIOR ROOF R 30 MIN ROOF NAILING PATTERN IF REQUIRED 1. 8 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD WALL SHEATHING : 1.j"EXTERIOR GRADE PLYWOOD W/ 8D RING SHANK NAILS 4" O.C. AND 6" FIELD CONTRA070R TO %ERI Y ROUGH OPENNG DRE7MM FOR DOORS AND WM70M6 ORDERED PRIOR TO CONSTRUD110N ALL DOORS AND 10110010111 70 BE LOW E GLASS AND WACT 13'-8" 33'-0" 15'-6" 2' 6- 14'-9" 10'-3" 5-6" D 3 5QQ ©W2 o O i� 13'-0" 6'-0" 2'-0" 9'-8" = FAMILY O I O1 N ROOM rT O 9'-4" FT CEILING O 9'-4" FT CEILING jl W3 tBED LIN I 10 1 a C4 I I REF 10 N co I COVERED D3 W 1 X PORCH (a)ROOM FAMILY 9'-4" FT CEILING oT 11'-8" 2 '-4" I I 20'-4" DINING ROOM I PAN 8'-0" 9'-4" FT CEILING 0 N s —4' 6'-2 N OFFICE 10 LAUNDR 10 m " ®W4 © W2 Lo ROOM W 1 I co 9'-4" FT CEILING 00 Xo D ED a <_ p KITCHEN Z,_ 00 O 5-0" 11'-0" -D WALK IN BED ROOM o IUD CLOSET 9'-4" FT CEILING a co I E) O3 O� 8'-0" 10 5 0" a' o :c10 DD 11 O 10'-4" 110 rI — TIII --TIII --fITI --1ITI —�I TTI� cUE C'N IT o i N M 10 I II II II II I I II II II II I I II II II II I o � I II II II II I Lo 13'-4' I I I I 7,_81 I I I I 5-6" 12'-0" I — II II II II I BED ROOM toa I II II II II L — � L — JJ — — J L I — J © 9'-4" FT CEILING 0 GARAGE MASTER BEDROOM LIVING ROOM 9'-4" FT CEILING 9'-4" FT CEILING 9'-4" FT CEILING D1 7 W3 W2 6 I I o I `° { G Lo 2, 8"3,_2" I _2a 16'-6" 6'-8" O ENTRY 11'-4" FT CEILING V-2" 8'-2" � -------- �� O5 W 1 10'—O" 14'-4" 6'-6" 36'-2" 62'-2" I SCOPE OF WORK 1. EXISTING FOUNDATION AND CBS WALLS TO BE REUSED WITH A 16" TIE —BEAM CAP ADDED 2. NEW ROOF TRUSSES 3. NEW MECHANICAL 4. NEW ELECTRICAL 5. NEW PLUMBING 6. NEW WINDOW AND DOORS 7. INTERIOR FRAMING, DRYWALL, TRIM AND PAINT. FIRST FLOOR PLAN SCALE 1/41NCH ISQUARE FOOTAGES I A/C = 2276 SO. FT GARAGE/NON—A/C= 260 SQ. FT. FRONT ENTRY — 55 SQ. FT REAR PORCH= 109 SQ. FT POOL AREA = 0 SO. FT TOTAL SQ. FOOTAGE — 2700 SQ. FEET c 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 VANCED—DESIGN—BUI LDING. COM THEE DRAWNGS AND SPEaROANONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP. INCJ ba ADVANCED DESIGN k BUILDING. THEY ARE NOT '10 BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WPoTIEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAwNGS OR SPECRCANONS ARE TO E MADE WITHOUT OBTAINING VMTIEN PERMISSION FROM ROUND HILL EVTIAPMENIT CRO(JP. ARCHITECT: BERN SOP---- JOKES oQ - 5 -, ARCffi _o�� p, O / Q) S w < * ; cc SEAL- _. Z / . 'T DATE Q Q�Q .. _ a REVISIONS: ENTRANCE HEIGHT CEILING HEIGHT FINISH FLOOR ��-- CEILING HEIGHT FINISH FLOOR — 12" r 5" 1 FRONT ELEVATION SCALE: 1/4 INCH 12" 5" 12" 5" 1 / 12" 5" F— 12" 5" 12" ROOF PER PRODUCT APPROVAL -------------- '— — — — — — — — — — — — — — — — ---11 -- y1 . ' ICI —_---- — ROOF 2"X8" FASCIA HHH +H C1 12" 5" 12" ZZ-1 5" FIRST FLOOR LVL. N.G.L. r7-T:,ANIP1231 HHH 2"X8" FASCIA 1H� � ❑ � to x ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - FIRST _FLOOR LVL. - � REAR ELEVATION. SCALE. 1 /4 INCH N.G.L. 0' - a' 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.ADVANCED-DESIGN-BUILDING.COM TEE DRANN®B AND SPENICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF RD" HELL WkSLOPMENT OW. NC✓ cbx ADYM OED MEN t 8111.011110, THEY ARE NOT M SE USED ON �T BY AAGR�NENIS WITPROEM OR D(TENSIONS H ROM HLL DEVELNO DOION CHAN= TRI I ALLM TE RITENT OF TRSE ORAWHOS OR SPECNCATIONS ARE 10 BE MADE WITRIUT OBTAMN A WRITTEN PERMISSION FROM ROUA HILL DEVELOPMENT fROUP. ARCHITECT: BhKN JONES 0,� ARC I �E I u �° L/ n w / o0 . m �Q- a DATE: CLIENT: ADDRESS: EXTERIOR ELEVATIONS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT I% SCALE: 3 INCH 12" 5" f- 12" 5" 12" ENTRANCE HEIGHT 12" 61 — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------------- CEILING HEIGHT FINISH FLOOR I I --— — — — — — — — — — — — — — — — — — [—I — -------------- ENTRANCE HEIGHT CEILING HEIGHT FINISH FLOOR \ LEFT ELEVATION SCALE 1/41NCH 12" 5" 5" 12" 12" 5" 5JJ F- 12" 5" 122"" I 15" a ROOF ----9'-10"-50 -- ---------------------------------------------------------------- ---- — 2"X8" FASCIA 2"X8" FASCIA HH-7 J E]DH I^ Ww T a -- --------------------------------------- F RIGHT ELEVATION SCALE: 1/4 INCH FIRST FLOOR LVL. FIRST LOOR LVL. -- 0,_6„� N.G.L. 0'-oil ADUNCED DESIGN & 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.ADVANCED—DESIGN—BUILDING.COM THESE DRAVItNa AM SPEQYN:ADONS ARE 161RIN ENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HEt CEVELORIENT ORW, SN:./ dba ADVANCED DESNEN t BILIUM 1HEY ARE NOT M BE USED ON ANY OTTER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY VIRMEN AORMIDOS " ROM HILL APmENT NO DCHA�CHANGES VINIGH � ESIDN DE INTENT OF THESE DRAVTNOS OR SPQIHCATIONS ARE 10 BE MADE "MY OBTAW 1ROT EN PEON FROEI HOUND HILL DEVELOPMENT NEDIN. ARCHITECT: BERNARD JONES ARCHI : sEAL 1p DAIS CLIENT: ADDRESS: EXTERIOR ELEVATIONS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT is SCALE: } INCH A - 3 FILE COPY I FOUNDATION SCHEDULE MARK SIZE REINFORCING REMARKS F08.08 0'-8" x 0'-8" x CONT. 1 # 5 BOTT CONT. MONOLITHIC SLAB F12.12 T-0" x i'-0" x CONT. 2 # 5 BOTT. MONOLITHIC SLAB F18.18 T-6" x i'-0" x CONT. 2 # 5 BOTT, 1 # 5 TOP MONOLITHIC SLAB ("j F36 3'-0" x T-0" x 1'-0" # 5 @ 6" O.C. EACH WAY. CONCRETE PAD. NOTES: CONTRACTOR TO VERIFY AND USE EXACT ROUGH OPENINGS SIZES REQUIRED FOR THE WINDOW AND DOOR MANUFACTURES PRODUCTS USED CONCRETE COLUMNS SCHEDULE MARK SIZE REMARKS RERT. TIES C-1 8"x8" 1#5 -- FILLED CELL C-2 12 X 12 MIN" 1 # 5 --- FILLED CELL Q FOUNDATION PLAN SCALE: 1/4 INCH 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.ADVANCED—DESIGN—BUILDING.COM ryry 0 a ARCHI t, R sEAI Vie, °t. DATE: ��� Q ARCHITECT: BERNARD JONES CLIENT: ADDRESS: FOUNDATION PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT # SCALE: } INCH FILE COPY R CASTCRETE LINTEL BEAM SCHEDULE 'EL GRAVITY LOAD UPLIFT LOAD BEAM COMPOSITE REMARKS ALLOWED APPLIED ALLOWED APPLIED 6113 550 2724 $50 8F16-113 4360 550 2093 650ans-le 1451 250 909 250 - O-1 1609 650 993 700 BF24-2T 2632 650 1634 13W U16-18 4A OF12-18 1121 650 727 500 SFS-19 1000 550 1500 1200 6113 550 3079 650 BF16-113 2486 650 2084 700 81724-2T BA SP16-iB 2781 650 606 1000 SF16-18 2883 650 1993 1950 8F32-2T 6113 550 3547 650 8Fi6-18 4360 550 2093 650 8F16-113 471 350 418 250 SFB-18 a CASTCRETE LINTEL BEAM SCHEDULE MARK LEGNTH OF LINTEL GRAVITY LOAD UPLIFT LOAD BEAM COMPOSITE REMARKS ALLOWED APPLIED ALLOWED APPLIED 4'-6' 6113 550 2724 650 250 SF16-IB BFB-18 a5'-10" 1451 250 909 250 8178-iB 7-4• p_g' 2632 65D 1634 1350 SF16-18 5 7•-7' 2'-6" 14'-81" 10'-31" 15'-6" �4 AFF 14'-4" BEAM/COLUMN PLAN SCALE: 1/4 INCH C ADVANCED DESIGN& BUILDING ARCHITECTS -I- GENERAL CONTRACTORS r 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 R NO. MIAMI BEACH, FL, 33162 305-454-8000 i� WWW.ADVANCED-DESIGN-BUILDING.COM (V 7MM ORAYANOS AM SPECNCAIMN6 ARE N91AtlR)RS OF SEANCE AND ARE 71W PBOPEM OF ROUND HILL OEVMAPMNT War. NC./ dw ADVANmD OEM ! MNAM. 1WY ARE NOT fi EE USED ON ANY OTIM PROJECIS OR EXtENS MM OF 7HIS PRQ= EIGCEPT BY w Ammon GR�ROMRONRL DEYDAPMOITNO OEM *MNOES *KH ALTER 1HE N7W OF 1W9E ORAWRM OR SPENWA7I04 ARE 10 BE MADE WIMIT QUAINNS MAIM P8605 M FM RO M HLL DEVaA'MW OR01A. ARCHITECT: BERN JONE 1 00 ARC 01gy, o , o SEATo y4, y ! X Q 4k Q DATE: V�� p ® . I I N N CLIENT: ADDRESS: BEAM - COLUMN PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT ip SCALE: } INCH -2 FILE PY TRUSS CONNECTOR SCHEDULE I.D. MANUF. TYPE BEARING CONNECTOR CONNECTOR CONNECTOR FASTENERS FASTENERS TO TRUSS NOTES UPLIFT FLOOR LATERAL F1 LATERAL F2 TO STRUCTURE S1 SIMPSON LGT2 WOOD 2050 — (14) 16D (16) 16D LTS16 WOOD 775 — (6) 10 D X 1.5 (6) 10 D X 1.5 S2 SIMPSON — SIMPSON MTS30 WOOD 1450 — — — 7) 10DSS (7) )10ODS DS S3A SIMPSON MTS16 WOOD 1000 ANCHOR BOLT - " THRU 34 SIMPSON HD5A CONC. 2485 - - & EMBED. BOLBOLTS HD10A CONC. 5540 7/8 SSTB ANCHOR 4-7 8 THRU BOLTS S5 SIMPSON BOLT - 10" EMBED. x6" ATR (18) 10 D S6 SIMPSON MBHA CONC. 3775 6005 - - ANCHORS S7 SIMPSON HGT-2 CONC. 10890 - - W/EPDXY (16) 10 DS SIMPSON HETA16 CONC. 1810 415 1100 EMBEDDED (14) 10D X 1.5 S8 S9 SIMPSON HUS210 WOOD 720 2845 - - (30) 16D (10)16D S10 SIMPSON HU212- WOOD 905 1085 - - (16) 16D (6)10D X 1.5 S11 SIMPSON MGT-2 CONC. 3965 - - X12"ANCHORS W/E OXY(22) 10 DS S12 SIMPSON CONC. 2035 1225 1055 EMBEDDED (12) 1 OD X 1.5 2 MAPS 2 s1RAPs TRUSS CONNECTOR SCHEDULE I.D. MANUF. TYPE BEARING CONNECTOR UPLIFT FLOOR CONNECTOR LATERAL F1 CONNECTOR LATERAL F2 FASTENERS TO STRUCTURE FASTENERS TO TRUSS NOTES 1100 EMBEDDED (10) 10 D X 1.5 S13 SIMPSON HETAL 12 CONC. 1085 415 S14 SIMPSON DETAL 20 CONIC. 2480 2000 1370 EMBEDDED (18) 10 D X 1.5 S15 SIMPSON HGT - 2 CONC. 10980 750 500 EMBEDDED (16) 10 D NOTES : 1. CONTRACTOR TO VERIFY USE OF COMPATIBLE HARDWARE WITH PRESSURE TREATED WOOD USED IN CONTACT WITH 2. CONTRACTOR TO VERIFY SIZES OF ALL CONNECTORS FOR PERFECT FIT 3. ALL EMBEDDED ANCHOR BOLTS TO HAVE SIMPSON HIGH STREGNTH 2 PART EPDXY 4. CONTRACTOR TO PROVIDE TRUSS ENGINEERING TO ARCHITECT PRIOR TO ORDERING 5. TRUSS HOLDOWNS TO BE REVIEWED PRIOR TO ORDERING TRUSSES TO VERIFY DESIGN UPLIFTS RELATIVE TO ACTUAL 6. SEE FLOOR PLAN FOR TRAYS, COFFERS, PLANTSHELVES, ETC. AT11C VENTILATION CALCULATIONS TOTAL ATTIC AREA = 2700 SQ. FT if5o X 2700 = 18 SO. FT 20" X 7" SCREEN VENTS = 114 SQ. IN. NET OR .79 SQ. FT. NET 18 / .79 = 22.17 OR 22 VENTS REQUIRED ENTIRE PERIMETER OF 342 FT / 22 = 15.5 FT. 22 VENTS 0 15.5' O.C. Hatch Legend - 9'-4" BRIG WALL 11'-4" BRIG WALL TREY TO 10'-4" UPUFT 1000/ F1= 300 F2= 300 2" il Fa= Sao 0 n rsi \ UPUFT 750/ 14' 4" ROOF PLAN SCALE: 1/4 INCH m 62' 2" 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.ADVANCED—DESIGN—BUILDING.COM 7HM ORARBIOB AND BPECF7OAROIIR ARE INSTRANNi8 aF BERMaE ,atB ARE tIIE FROPFRIY OF RauNB NU DEYflcF11F7rt GROUP. LNG✓ Aw ADVAN= pMN a %RSMA. THEY ARE NOT 70 EE USED ON ANY OOER FRGECB oR EfIDOAONs OF 11AB FROJOCT OW. BY BIUM AmtED M R11N RMW NEL Droalpmorr No oESION tli RiRW AL1Nt 1IRE 10 BE OF MI OR OCKH oR SIK{PiCAR0N8 ARE tO BE MARE iBRIOUY aBTALNINo RFOYIEN PFAYI880N FROM RouNB NLL oEVFIOPIIENT oaoW. ARCHITECT. B KN . A JONE � `�� � L'11�C P M 0 O 6 SEAU ` o DATElp : CLIENT: RESIDENCE ADDRESS: ROOF FRAMING PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT * SCALE: } INCH S-3 9 AIR CONDITIONING SYSTEM SCHEDULE UNIT. NO. MAKE AIR HANDLER UNIT DATA CAPACITY DATA AIR COOLED CONDENSING UNIT DATA REMARKS MODEL CFM AMPS vA COOLING MODEL LINE SZ S L SEER VOLTS F.L. AMPS COOLING M 'S TOTAL LRA RLA TOTAL SENSIB 1 RUDD RH1T48 21HTANJA 7450 4.3 230/ 1-60 48000 10. 230/ 1-60 RA1448 WJ1NB 7/83/8 16 230/1/60 117 21.8 48000 33600 4 TON SUPPLY AIR DUCT SUPPLY AND RETURN DUCT PLENUMS TO BE MECHANICALLY ATTACHED TO THE AHU PER FBCR-M1601.4.1.6 AND PROPERLY SEAL air handler 6"CLEARANCE ALL AROUND UNIT BOTTOM MOUNTING BRACKET W/ (1)NO. 10 SCREW AT 12"OC /6"END: AIR HANDLING UNIT CONDENSATE DRAIN P PLY. 16 DS EE CONDENSATE TRAP DETAIL FOR FLOA SWITCH OR AUXILARY DRAIN PAN PER FMC SEC. 307.2.3 ;HARGE OF CONDENSATE PER SECTION OF THE FMC AND SECTION 1503.7 OF RIDA B CODE ' MOISTURE RESISTANT (GREEN BOARD) NALL ALL SIDES OF RETURN AIR DUCT RETURN AIR DETAIL AT AHU STAND EXTERIOR A/C UNIT 4 INCH SLAB (MIN) AIR HANDLING UNIT CONDENSATE DRAIN PAN END / SWITCH IN SECONDARY RAIN LINE TO DISABLE AHU /FLOAT HOULD SECONDARY DRAINLINE CCUMULATE WATER. (NOT REQUIRED SECONDARY DRAIN PAN IS USED) 12" EXTENSION PIPE WITH THREADED CAP AT END VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT CLEAN OUT AT LEAST 1" ABOVE FLOAT SWITHC TRIPPING HEIGHT 1 IN SECONDARY DRAIN TIE -DOWN A/C CONDENSOR UNIT W/ (6) Y4 DIA. X 1.5" EMBEDMENT TAPCON CONCRETE SCREWS 0 ALL 4 CORNERS AND (6) NO. 10 S.S SHEET METAL SCREWS THRU 18 GUAGE STRAP TO A/C UNIT FRAME OR (2) 3/8" X 4" EMBEDMENT WEDGE ANCHOR TO SLAB PREMANUFACTURED TRAP AT 3" DEEP WITH CLEANOUT IS CONDENSATE TRAP DETAIL AC 1 office GAREG DOOR MECHANICAL PLAN SCALE: 1/4 INCH 8'X4" IWO 150 CFM � M (l WALK IN 20 10 I 4" 50 CFM 11 izri 125 CFM V MASTER BEDROOM BX4 17. LIN BED ROOM 12X12 FAMILY ROOM X m m 12X12 225 CFM 12X12 200 CFM KITCHEN I DW N I I II II II II II II II I II I � � I II II II II I WO 1501 CFM——--I-F—--1150 I II II II II I II� L—��———� I II J.J ��III—ti ...4�I IIyyI II II II J1 JJI.}II� I II I I L—_1L—_LI II II II a—JL—J II I LIVING ROOM I I ENTRY ED v Lr — 50 CFM 8X4 "RA 12"02"RAJ Y JRA 12"x12" RA X4 BED ROOM 12X12 125 CFM 12X12 125 CFM BED ROOM 9'-4" FT CEILING ADVANCED DESIGN & 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-BUILDIN G.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC. dbv ADVANCED DESIGN ! OUIIDNG. THEY ARE NOT BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WWTIEN AGREEMENTS WITH ROUND HEL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE WTENT OF THESE DRAWINGS OR SPECRCATIONS ARE TO BE MA\0\ WITHOUT OBTAINING WRITTEN PERMISSION FROM \ ROUND HILL DEVELOPMENT GROUP. ARCHITECT. BERN JONES off" ARCM sCTo I 1 ; z SEAL, Q DATE CLIENT: REVISIONS: 1 k DRAWN BY. JMG CHECKED BY: BVJ PROJECT SCALE: INCH M 1 v FIALE COi'p' ' e A EXISTING LEGEND T WALL MOUNT O FIRE 0° SUPPRESSION AT KITCHEN HOOD � LING DANT LAMP(HEAT)EXISTING • •NEW ADDED FIRE PENDANT \TI° F.SPR NLER SPRINKLER SWITCH LETTER SN HEAD HEAD HEAD ORECESSED MAKE UP AIR LIGHT CEILING RETURN AIR GRILLE SURFACE MOUNT 1xa FLUORESCENT S �ilF SUPPLY p � II a. REGISTER it II 2 x 4 FLUORESCENT 11� 1�11 CEILING FAN W EXIT SIGN/EMERGENCY IY UGHT COMBO LFJ EXHAUST FAN W gG $ SNATCH 3 I WAY SNATCH PANEL EMERGENCY LIGHTING A-1O'�,, CIRCUIT NO. P❑ FIRE ALARM PULL STATION GROUND TYPE DUPLEX RECEPTACLE 12OV-20AMP INTEGRAL FAULT OGFI INTERRUPT PROTECTION CD COMBINATION /VTSIBlE GROUND �{-� GROUND TYPE DUPLEX STROBE (\iII'Ili/\ RECEPTACLE12OV-20AMP WEATHERPROOF TYPE CD -CANDELA 80'-96' AFF RATING/SETTING GROUND TYPE SINGLE RECEPTACLE 120V-20AMP +18'AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX RECEPTACLE 120V - 20 AMP MOUNTED IN CEILING (\ill'llf/) L� GROUND TYPE DUPLEX OUTLET nT 120V-20AMP +18'AFF U.N.O. TYPE DOUBLE DUPLEX RECEPTACLE RECEPTACLE 120V-20AMOUNTED IN TWO GANG OUTLET BOX AT 18"AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX 12OV-20AMP MOUNT ABOVE SPECIAL PURPOSE OUTLET 30A 120V (SUFFIX (SU�X INDICATES AMPS) 9 COUNTER OR AT HEIGHT NOTED loc d&- 220V a COMMUNICATIONS OUTLET *OA 3 WIRE 10 OR 4 WIRE 30 SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) J SATELLITE S SECURITY JUNCTION BOX RADIO N❑ TV OUTLET SRA ANTENNA PAD SECURITY KEY PAD CONDUIT THRU WALL DETECTOR (PHOTOELECTRIC) xi • CM CARBON MONOCIDE WIRELESS , TELEPHONE WAP ACCESS OUTLET POINT EMERGENCY PUBLIC RCOM O SPEAKER ADDRESS/IN (CEILING MO MOUNT) 0 CALL/PUSH BUTTON H ° \ SUFFIX (INTEGRATED TO SECURITY SYSTEM) INDICATES MICROPHONE OUTLET (MICROPHONE SYSTEM) PUBUC ADDRESS/INTERCOM S SPEAKER (WALL MOUNT) G —.SUFFIX ° \ SUFFIX INDICATES INPUT+OUTPUT INDICATES CAM SECURITY CAMERA SECURITY MOTION SENSOR T THERMOSTAT POS POINT OF SERVICE tOB 10 BASE T WIRING S� SPEAKER WIRE POINT AT CEILING � SPEAKER VOLUMN CONTROL ® RESTROOM A/C SUPPLY ® RESTROOM EXHAUST FAN AIR DIFFUSEf� ELECTRICAL PLAN SCALE 1/41NCH 4FI 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 W W W.ADVANCED-DESIGN-BUILDIN G.COM THESE DRAWINGS AND SPECMCA71ONS ARE INSTRUMENTS OF SERMCE AND ARE THE PROPERTY OF ROUND HILL OEVETAPMENT GROUP. W.YO dba ADVANCED DESIGN ! BUILDING. THEY ARE NOT BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANCES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECICATONS ARE TO TE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BEKNA ��v" " JONES �® ARCHI 'T o' / m ; s 0: Q K * ^ U W. 4' Z / o Q SEAL• OCI DA TE: , �� . _ y�Q- DRAWN BY: JMG CHECKED BY: BVJ PROJECT f: SCALE: } INCH 3 " VTR J., � 3" FR FT SANITARY OM BUILDING ISOMETRIC KEY NOTES 4 SOU% CHIEF WATER AMMER ARRESTOR /660 TYPICAL WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES PER FBC RESIDENTIAL CODE P903.5. (TYPICAL) ADVANCED DEVIGN4 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.ADVANCED-DESIGN-BUILDING.COM CLIENT: ADDRESS: PLUMBING RISER DIAGRAMS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT! SCALE: } INCH P-2 STRUCTURAL NOTES: REINFORCED MASONRY WALLS 1. THE DESIGN COMPLIES WITH THE FLORIDA 1. BUILDING CODE - FBC 2017 6TH EDITION AND SHALL CONFIRM TO HOLLOW LOAD BEARING MASONRY UNITS TM C-90, TYPE 1, GRADE REFERENCED CODES AND SPECIFIATIONS SHALL BE SHALL WITH MIN. AVERAGE THE LATEST AT THE TIME OF PERMITTING. N, SQUARE END, W 2. BASED ON ANSI/ASCE 7-10: 2„ COMPRESSIVE STREGNTH OF F'M = 1500 PSI BASIC WIND VELOCITY = 150 MPH OCCUPANCY CATEGORY = II CONTRACTOR SHALL INSPECT THE PLACING EXPOSURE C OF REBARS IN CELLS , VERIFYING THE 3. ROOF DESIGN LOADS: DEAD LOADS: 25 PSF CLEANLINESS OF THE CELLS TO BE GROUTED AND LIVE LOADS: 30 OBSERVE THE PLACING OF GROUT OR CONCRETE PSF INTO THE CELLS. SEE ROOF FRAMING PLAN FOR UPLIFT DESIGN 3. MORTAR SHALL CONFORM TO ASTM C- 270 , TYPE M OR S. ALL INZ)IALLAIIUIVJ YtK rMA/AAMA MtIHUUJ ANU WINUUW /UUUK CBS WALL MANUFACTURERS REQUIREMENTS STUCCO FINISH DOOR SILL TO SET IN 18 GUAGE 2x6 P.T. BUCK SET IN 1/4" GALVANIZED PAN SEALANT FASTEN W/ "1" DEEP BACK (2) .25" TAPCONS 0 12 O.C. AND TWO SIDES (6 INCHES FROM ENDS) SET IN 1/4" BED DOOR TRIM DOOR TRIM OF SEALANT WITH SEALANT (TYP.) DOOR FRAME PER PRO. AP. SURROUNDING ILI_ FASTEN TO BUCK W_/ CONCRETE AND (2) #6 x 2" LG. P.HH SMS STUCCO FINISH SSCREWS 0 12" 0/C' MASONRY CONCRETE SLAB DOOR TRIM SURFACES WITH SEALANT (TYP.) A LIQUID DOOR TRIM MEMBRANE SILL PLAN DETAIL (DOOR) SILL SECTION DETAIL (DOOR) LDS. 4. LAY ALL MASONRY WITH FULL FACE HEAD 4. FLOOR DESIGN LOADS: DEAD LOADS 25 PSF JOINTS AND WITH FACE SHELL MORTAR BEDDING LIVE LOADS 40 5. USE OF ADMIXTURES ARE NOT PERMITTED PSF 6. VERITCAL REINFORCING:A. 5. ALL CONCRETE TO BE REGULAR WEIGHT WITH ASTM A-615 PER REINFORCING SECTION A DESIGN STREGNTH OF 3000 PSI A 28 DAYS WITH B. VERTICAL REINFORCING STEEL WILL BE 3 IN. METAL TOP MAXIMUM SLUMP OF 4" CENTERED ON THE CELL WITH LAP OF 48 BAR DIAMETERS. RUNNER 6. ALL REINFORCING TO BE NEW BILLET STEEL C. VERTICAL REINFORCEMENT IS REQUIRED AT ATTACHED WITH 2 1.25" CONFORMING TO THE LATEST ASTM A-615 GRADE EACH SIDE OF AN OPENING IN WALL, AT DRYWALL SCREWS EACH 60 , FABRICATED IN ACCORDANCE WITH THE CRSI INTERSECTIONS, CORNERS AND ENDS. TRUSS MANUAL OF STANDARD PRACTICE AND PLACED IN REINFORCING SHALL BE AS SPECIFIED OR MIN. ACCORDANCE WITH LAP SPLICE A.C.I. 318-02 NO. 5 BARS 1/2 INCH SEC. 12.2.3, 30.5' MIN. HORIZONTAL REINFORCING: PROVIDE #9 LAYER OF GAGE, LADDER TYPE HORIZONTAL JOINT DRYWALL 7. CONCRETE COVER UNLESS NOTED OTHERWISE REINFORCING EVERY SECOND BLOCK COURSE (1'4" NON WET ON DRAWINGS TO BE: HOOKED IN TO THE BOND BEAM AT NON - SIDE COLUMNS AND BEAMS ( TO THE TIES): 1.5" CONTINOUS END OF REBARS GRADE BEAMS" 3" 18 GAUGE , 3j IN. EXTERIOR SLABS ON GRADE: BOTTOM: 1.5" D. ALL VERTICAL REINFORCING SHALL BE METAL STUDS AT 16 TOP: 2" REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. IN. O.C., NON BEARING, 1 IN. ABOVE. LAP 36 BAR DIAMETER OR MIN OF 18 "L"INTERSECTIONS. ANCHOR TO COLUMNS WITH SCREWS AT 8 INCCHESHES 8. COLUMN REINFORCEMENT: DOWELS TO BE 48" LIFT TO BE 8 FT ON H. O.C. EDGE/ INCHES , U.N.O. PROVIDE RIGID TEMPLETS FOR MINIMUM 4" EXTENSION INTO COLUMN POURED DOWEL LOCATION. PROVIDE STANDARD HOOOKS AREA 8. PROVIDE " DO®E TAIL ANCHORS AT 16 3j IN. BOTTOM RUNNER AT TOP OF ALL VERTICAL REINFORCEMENT AT INCHES ON CENTER FOR ALL MASONRY PLACED ATTACHED TO EXISTING NON CONTINUOUS COLUMNS. ADJACENT TO ALREADY IN PLACE COLLINS SLAB WITH TWO 1" INCH SAME SIZE AND NUMBER AS VERTICAL REBARS 9• CELL FILING CONCRETE SHALL BE PEA DOCK EMBEDMENT HILTI PINS 9. BEAM REINFORCEMENT. LAPPED 36 BAR CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH AT 16 INCH O.C. (OR DIAMETER OR MINIMUM 18 INCHES ( SEE ANY f C= 3,500 PSI MIN. AT 28 DAYS. TWO " 3/16" TAPCONS BEAM DIAGRAMS) BOTTOM BARS TO BE SPLICED 10. LINTELS: THE CONTRACTOR SHALL PROVIDE WITH 1" EMBEDMENT TO ONLY AT SUPPORTS, TOP BAR SPLICES ONLY AT PRECAST CONCRETE LINTELS PER SCHEDULE SLAB) MID SPANS. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES U.N.O. ALL HOOKS TO WOOD TRUSSES Concrete Slab BE STANDARD 90 DEGREE HOOKS AT REQUIRED. THE BUILDING CODE REQUIRES THE ENGINEER OF 10. ADDED REINFORCEMENT. PROVIDE RECORD TO INCLUDE WITH ALL RECORD PLANS YPICAL PARTITION WALL AT WET ADDITIONAL CORNER BARS IN FOUNDATION AND COMPLETE TRUSS FRAMING PLANS, INCLUDING ALLS OF BATHROOM BEAMS BENT 36 INCHES MINIMUM EACH WAY AT CONNECTIONS AND LOADING DATA, TO THE "L" AND "T" CORNERS IN OUTER FACES OF ALL BUILDING DEPARTMENT FOR PERMIT . THE TRUSS BEAMS TO MATCH ALL HORIZONTAL BARS( TOP, DESIGNER DELEGATED ENGINEER MUST FOLLOW INTERMETIATE, BOTTOM REBARS) THE LAYOUT TO THE TRUSSES AND GIRDER TRUSSES AS SNOWN ON THE STRUCTURAL 11. SEE PLAN FOR MINIMUM SIZE CONCRETE FRAMING PLAN . IN THE EVENT THAN THE TIE -BEAM AND COLUMN REQUIREMENTS, TRUSS DESIGN ENGINEER REQUIRES A CHANGE IN THE LAYOUT , HE MUST CONTACT THE ENGINEER 12. SOIL STATEMENT: THE NATURE AND OF RECORD (AS SOON AS POSSIBLE AND DURING CHARACTER OF THE SOIL CONDITION BENEATH THE DESIGN PHASE) AND PROVIDE THE PERTINENT THE STRUCTURAL FOUNDATION HAS BEEN INFORMATION (LOCATION AND MANGINTUDE OF PRESUMED TO HAVE AN ALLOWABLE BEARING LOADS) TO THE ENGINEER OF RECORD. CAPACITY OF 2,500 PSF AT THE TIME OF CONSTRUCTION IN THE EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE , PRIOR TO PERMITTTING OF THE STRUCTURAL WOOD PROJECT THE OWNER OR CONTRACTOR SHALL 1. TO CONFORM TO RULES OF THE PROVIDE TRUSS SHOP DRAWINGS, FOR THE A/E MANUFACTURER'S ASSOCIATION ULNDER WHOSE REVIEW, PRIOR TO START OF FOUNDATION 3j IN. METAL TOP CONSTRUCTION. THE STRUCTURAL FRAMING RUNNER RULES THE LUMBER IS PRODUCED(SEE SUPPLIER'S PLANS OF RECORD WILL BE MODIFIED TO INCLUDE // SPECIFICATIONS). ALL THE INFORMATION CHANGED ON THE SHOP ATTACHED WITH 2 1.25" 2. TO BE AIR DRIED , WELL SEASONED AND DRYWALL SCREWS EACH DRAWINGS, AND NEW FRAMING PLANS ISSUED (AT GRADE MARKED AT MILL. AN ADDITIONAL COST). NO FOUNDATION WORK TRUSS 3. TO BE NO. 2 SOUTHERN PINE SHALL BEGIN BEFORE THE STRUCTUAL ROOF 4. ALL STUCTURAL WOOD TO BE SURFACED (4) AND FLOORS TRUSS FRAMING PLANS HAVE BEEN SIDES (S-4-S) WITHA MINIUMN FIBER STRESS IN VERIFIED AND COORDINATED WITH THE FIRECODE BENDING OF 1,200 P.SI. AN DA MAXIUMUM ENGINEERED TRUSS SHOP DRAWINGS. MOISTURE CONTENT OF 19 PERCENT. 1. DESIGN AND FABRICATED IN ACCORDANCE WITH AT GARAGE SIDE 5. ALL LUMBER AND PLYWOOD IN CONTACT WITH " NATIONAL DESIGN SPECIFICATIONS FOR STRESS CONCRETE, STUCCO, MASONRY AND OTHER GRADE LUMBER AND ITS FASTENERS" BY NFPA. CEMENTATIOUS MATERIALS SHALL BE TREATED TO 2. TRUSSES DESIGNED AND SEALED BY FLORIDA 25 GAUGE(.015 IN. COMPLY WITH AWPA STANDARD LP-2. REG. ENGINEER AND THEY SHALL BE DESIGNED IN THICK 6. STORE ALL LUMBER ABOVE GRADE OR FLOOR COMPLIANCE WITH THE FLORIDA BUILDING CODE, ) 38 IN. . STACK TO ALLOW PROPER AIR CIRUCULATION METAL STUDS AT 24 INCLUDING THE PERMANENT BRACING. AND PROTECT FROM WETTING WITH SUITABLE IN. O.C., NON COVER. 3. TRUSS ENGINEER SHALL INDICATE THE NET BEARING 111 IN WIND UPLIFT REACTIONS FOR EACH TRUSS AND 4 ( #6 ) GIRDER TRUSS. EACH TRUSS SHALL BE STRAPPED TO THE SUPPORT WITH A HURRICANE CONNECTOR (AS DETAILED ON THE PLAN). 4. THE TRUSS ENGINEER SHALL PROVIDE INFORMATION AND SHOW ON THEIR LAYOUT ALL LATERAL BRACING REQUIRED OF ANY TRUSS AS REQUIRED BY THE TRUSS PLATE INSTITUTE. 5. ALL TRUSSES TO BE INSTALLED WITHIN THE OUT OF PLANE OR PLUMB TOLERANCES DICTATED BY THE TRUSS PLATE INSTITUTE. 6. INTALLATION OF TRUSSES LONGER THAN 35 FT OR HIGHER THAN 6FT IN HEIGHT SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A LICENCED STRUCTURAL ENGINEER OR ARCHITECT. SCREWS SAT 8 INCHES O.C. EDGE/ 3j IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB WITH TWO 1" INCH EMBEDMENT HILTI PINS AT 16 INCH O.C. (OR TWO " 3&" TAPCONS WITH 1" EMBEDMENT TO SLAB) ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2017 -CERAMIC TILE WALLS TO MINIMUM 6 FT ABOVE FINISH FLOOR Concrete I Slab TYPICAL PARTITIION WALL J"CEMEN TIOUS FIBERE BACKER BOARD PER R 702.4.2 TILE PORTLAND CEMENT MORTAR [BED SLOPE TO DRAIN \LL INSULATION TO 1AVE FLAME >PREAD NDEX OF NOT MORE FHAN 25 AND SMOKE DEVELPED NDEX OF NOT MORE FHAN 450 PER FBC ?017 RES. 1/2 INCH LAYER OF DRYWALL EACH SIDE OPTIONAL 3 INCH SOUND ATTENUATION BLANKET OR R-11 AT GARAGE TILE „ CONTINUOUS 16"X16" MONOunnC CONTINUOUS MONOLITH 4" #5C) #50 12" 16" CURB DETAIL AT EXTERIOR GARAGE WALL PRE ENGINEERED \� ROOF TRUSSES AT 24 INCHES ON CENTER ATTIC VENTILATION CALCULATIONS TOTAL ATTIC AREA = 2700 SO. FT )(ao X 2700 = 18 SQ. FT 20" X 7" SCREEN VENTS = 114 SQ. IN. NET OR .79 SQ. FT. NET 18 / .79 23 VENTS REQUIRED ALL EXTERIOR CEILINGS AND SOFFITS ARE HI -RIB LATH AND STUCCO METAL ROOF PER PRODUCT APPROVAL ON 30 # BASE LAYER INSTALLED PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS " EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE D RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT \O.C. EDGE AND 6" FIELD RETURNS PRIOR TO ORERING \ CONNECTOR PER TRUSSES WIND DESIGN DATA STUCCO. CLADDING. (DOORS AlD WINDOWS SEE SCHERUIE SHT A-1) ZONE 4: +48.7 PSF MAX., -50.6 PSF MIN ZONE 5: +49.4 PSF MAX., -54.3 PSF MIN END ZONE WIDTH: 4 FT O/H GARAGE DOORS: +33.6 -38.9 THE ULTIMATE WIND SPEED WAS USED TO DETERMINE THESE COMPONENT AND CLADDING PRESSURES. ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED FROM WIND BORNE DEBRIS AS PER SECTION 1.609.1.2 FBC 2014 THE SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SECTION 1609.1.1.1 OF THE 2014 FBC. COMPONENT AND CLADDING DESIGN PRESSURES: THE EXTERIOR SHELL OF THIS BUILDINGS ENVELOPE IS DIVIDED INTO 5 DIFFERENT ZONES AS SHOWN IN THIS DIAGRAM: � 2 1 /� s O Opp 2 16 I I I 3© O+ I OI I I I ® i© O I I 2 x4 BRACING AT 48" O.0 2 X 4 LATERAL BRACING VATH 2 -12 D NAILS EACH PT. PER TRUSS LAYOUT 2 X 8 FASCIA 9'4" or PER BEAM ALL INSULATION TO PT FIRE A.F.F. PLAN HAVE FLAME 5 8" FIRE BLOCKING D SPREAD CODE TYPE X INCH HI -RIB LATH AND INDEX OF NOT MORE DRYWALL CLG. STUCCO SOFFIT WITH 20 X 7 SOFFIT VENTS PER THAN 25 AND CALCULATIONS SMOKE DEVELPED 1 x 4 ' INDEX OF NOT MORE PT FIRE TIE BEAM 4- NO 5 BARS WITH A NO. 5 BLOCKING THAN 450 PER FBC o 8 ' O" AFF DOWEL INTO EXISTING BEAM W/ SIMPSON „ 2017 RES. Tucco FINISH 1 N0. 5 DOWEL WITH EPDXY EMB. 6 intl 1/2 DRYWALL ON PT AT 16"O.C. FURRING STRIPS WITH , R- 4.1 FOIL INSULATION ' 8"X 8" FILLED --CELL W/ VERTICAL REINFORCING PER PLAN MIN. OVERLAP OF VERTICAL REINFORCING 48" EXISTING CONCRETE BLOCK WITH HORIZONTAL LADDER TYPE VERTICAL REINFORCING EVERY 16" O.C. REINFORCING PER (TYPICAL) PLAN \ EXISTING CONCRETE SLAB PER PLANS FORMED AND POURED MONOLITHICALLY WITH ,1.5" RECESS 1.0 " STEP AT FRONT DOOR ELEV. F.F. PER PLANS 4„ I 0'-0­ A.F.F. TYPICAL WALL SECTION 3/4" SCALE MARBLE SILL FLASHING DETAIL FOR WINDOWS IN MASONRY/ DRYWALL BOARD CONCRETE CONSTRUCTION: CAULKING ALUMINUM FRAME, SET IN CLEAR SILICONE & FASTEN W/ .25 INCH 1.) BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO TAPCONS AT 12 " O.C. 6" MAX. FROM ENDS (CONCRETE/ MASONRY STRUCTURE rut SILL FLASHING 2.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR` 1 X 4 PT BUCK (AND PERIMETER SEALANT CONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) TUCCO FINISH 13.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR POURED SILL (6 MIN) MANUFACTURERS REQUIREMENTS NO.5 BAR ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR SILL DETAIL (WINDOW) MANUFACTURERS REQUIREMENTS J m CONC. OR MASONRY 2x6 P.T. ATTACHED TO COLUMN W/ 1/2" A.B. 0 2'-0" O/C VERT. (6" MAX. FROM ENDS) GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16"x1-1/4" LAG SCREWS 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS JAMB DETAIL (OHD) ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS 0 12' 0/C. MIN. 1-1 /4" STUCCO FINISH ---CONC. OR MASONRY 1x4 MIN. P.T. BUCK SET IN SEALANT AND NAILED W 1-1 2" CASE HARDENED C IL NAILS AT 12" 0/C. DRYWALL BOARD CAULKING B DETAIL (WINDOW) DOOR TRIM CBS WALL STUCCO FINISH -2x6 P.T. BUCK SET IN 1/4' SEALANT FASTEN W/ (2) .25" TAPCONS 0 12 0.( (6 INCHES FROM ENDS) -DOOR TRIM -DOOR FRAME PER PRO, AP FASTEN TO BUCK IN S2) #6 x 2" LG. P. SMS CREWS 0 12" 0/C' -DOOR TRIM -SEALANT (TYP.) HEAD/,IAMB DETAIL ,(DOOR) ARCHITECTS T GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17966 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.ADVANCED-DESIGN-BUILDING.COM - nEw ENUPT By AAR DEVE OPMOIT GROW. . Ramon Na NO DESGI C AHaEs M ALM'1ER 111E N10IT OF UM OMIM OR SPECROXIM APE 10 BE WADE 91"WT OBTAWW WTIEN PIRIUM 1 FROM ROUND NEL DEVIROVE IT WNW. J ARCHITECT: BE r C-MTECeT O ; o �p S' s . CUENT: ADDRESS: DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT it SCALE: } INCH D-1 FILE COPY _LINTEL ASSEMBLY ABOVE STUCCO FINISH 1—X 4 PT BUCK SET IN 1/4" -SEALANT FASTEN W/ .25" TAPCONS ® 12"O.C.(6 INCHES FROM ENDS) _PERIMETER SEALANT WINDOW PER PRODUCT APPROVA ALUMINUM FRAME, SET IN CLEAR SILICONE & FASTEN W/ .25 INCH TAPCONS AT 12 " O.C. —6" MAX. FROM ENDS —CAULKING —DRYWALL BOARD 1 X PT CORNER WRAPS FLASHING DETAIL FOR WINDOWS IN MASONRY/ CONCRETE CONSTRUCTION: 1.) BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO CONCRETE/MASONRY STRUCTURE 12.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRANI INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR IAND CONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) 13.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS WINDOW HEAD DETAIL (1) NO, 5 BAR IN CONCRETE FILLED BOND BEAM BLOCK X $„ d� #5 CURB I II GRADE N" COTI CONTINUA S MONOLITEII o�5 v 12" MIN SOIL TO BOTTOM FOOTING CURB DETAIL AT EXTERIOR GARAGE WALL SHINGLE ROOF PER PRODUCT APPROVAL ON 30 # BASE LAYER INSTALLED PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS PRE ENGINEERED J" EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE ROOF TRUSSES AT D RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT 24 INCHES ON O.C. EDGE AND 6" FIELD RETURNS PRIOR TO ORERING CENTER CONNECTOR PER TRUSSES ) ALL EXTERIOR CEILINGS AND SOFFITS ARE HI —RIB LATH AND STUCCO L_ 7/8 INCH HI -RIB LATH FASTENED TO TRUSSES OR STRUCTURAL MEMBERS PER ASTM C1063 WITH BENT 6D COMMON NAILS, STANDARD ROOFING NAILS OR W BRIDGE STAPLES AT 4"O.C. FRONT REAR PORCH DETAIL SECTION 3/4" SCALE 2 X 8 FASCIA Product Approval Submittal Affidavit Wind Speed: 170 Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Opening Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design ID Description Size, Spacing, & Embedment Pressure Pressure D i1 S75S FIBERGLASS THERMA-TRU N/A 1/4" TC W/1-1/2" CONC. EMBED, 6" MAX FROM JAMB CORNERS +40.5/-43.9 +50.0 /-50.0 ENTRY DOUBLE DOOR FL # 14665- R3 & 14" o.t. MAX. AT JAMBS, SILL, AND HEAD D 2 ALUMINUM SGFD ALUMINUM SLIDING DOOR CWS LOW E 366 INSULATED GLASS FOR CONCRETE INSTALLATION USE USE ELCO 1/4" TAPCONS EMBEDED 1 3/8" MIN OR 1/4 SS4 CRETE FLEX EMB. 1 314 MIN. +40.5/-43.9 +65.0/-65.0 IMPACT 3800-XXX FPA # 20441.1 G GARAGE DOORS GALV STEEL WAYNE DALTON NOA#17-0516.02 N/A 7-5/16" X 1-5/8" LAG SCREWS W/WASHER HEADS EA TRACK BRACKET, SEE BUCK DETAIL SHT A5 FOR SPACING. +34.1/-38.0 +34.3/-38.3 W 1 54W X 63.0 SH IMPACT ALUMINUM FRAME 3100-SH CWS FPA# 15699.1, 1381005 LOW E 270 INSULATED GLASS DIST 1 1/8".NOTE ABOUT IX BUCKS6" ALL CORNERS,(4)@ 40C @ MEETING RAIL EA.SIDE +40.5/-43.9 +80.0/-80.0 W 2 36 W X 38 3/8 H SH-IMPACT ALUMINUM FRAME 3100-SH CWS FPA# 15699.1, 1381005 LOW E OBSCURE INSULATED GLASS P +40.5/-43.9 +80.0/-80.0 36 W X 63 H A UMINUM FRAME CWS LOW E 270 ,� �, +40.5/-43.9 +50.0/-50.0 W 3 SH IMPACT 3100-SH I PA# 15699.1, 1381005 INSULATED GLASS W4 48 W X 63 H SH IMPACT ALUMINUM FRAME 3100-SH CWS FPA# 15699.1, 1381003 LOW E 270 INSULATED GLASS „ �� �� +40.5/-43.9 +80.0/-80.0 W 5 27WX38H SH-IMPACT ALUMINUM FRAME 3700-SH CWS FPA# 15699.1, 1381005 GREY E OBSCURE SINGLE GLASS „ +36.7/-38.7 +70.0/-70.0 W e ALUMINUM FIXED. ALUMINUM FRAME CWS FPA# 15810.1 LOW E 270 INSULATED GLASS +40.5/-43.9 +80.0/-80.0 V IMPACT3300-HC HALF ROUND MULLION AMULRLABAR KIDT ERT FRAMEIT AL STANDARD T CLIP S FPA# 5777.6 N/A &2TOP4" SS ELCO AGGREGATE W/2" CONC. EMBED, JAMB SPACING USE @ WINDOW @ MULL @BOTTOM +40.5/-43.9 +/-88.2 Attachment Method Type, Building Design Product Design Product Model # Manufacturer Size, Spacing, & Embedment Pressure Pressure ARCHITECTURALIKO UNDERLAYMENT: 36" W, 30# FELT, LAPPED 19", NAILED W/ APPROVED CAPPED ZONE 1 = -42.1 ZONE 1 = -69.25 psf Roofing COMP. SHINGLES FL #5444-R5 NAILS ALONG LAP @ MAX 36" oc, SHINGLES: 6-12 GA GALV 3/8" CIA HEAD NAILS ZONE 2 & 3 = -108.5 ZONE 2 & 3 =-159.25 psf FL # 5444-RS PER SHINGLES WITH THRU PENETRATION OF PLYWOOD SHEATHING I have reviewed the above product approval information and and approved it. CONTRACTOR TO VERIFY AND PROVIDE EXACT ROUGH OPENING SIZES OF ALL WINDOWS AND DOORS Name: BERNARD JONES ARCHITECT Signature: Certification Number: AR 15193 Date: W - ,S 9MiT'� SEE PLANS FOR HEIGHT OF STEP IN ELEVAION (1) NO. 5 CORNER Z-BAR WITH MIN. 30" BEND BOTH WAYS I TYPICAL BEAM STEP IN ELEVATION DETAIL (1) NO. 5 BAR IN CONCRETE FILLED BOND BEAM BLOCK k I / IxU. ., 0C1R VERICAL W/ 10" BEND AT TOP AND BOTTOM 8" X 8" CONCRETE FILLED BLOCK CELL I ARCHITECTS T 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 1677H ST NO. MIAMI BEACH, FL, 33162 305-454—SM WWW.ADVANCED—DESIGN—BUILDING.COM OF ARCHITECT: t31 KN�eIKL ,'/,y JONES 0. CLIENT: ADDRESS: DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH FILE COPY 2