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HomeMy WebLinkAboutPLANSSCOPE OF WORK 1.) REMOVE EXISTING WALL AND GARAGE DOOR 2.) INFILL EXISTING WALL PER DETAILS AND INSTALL NEW TWIN WINDOW 3.) NEW WALL AND DOOR TO CREATE UTILITY ROOM 4.) INSULATE WALLS AND ATTIC ABOVE 6.) TRIM, PAINT AND CLEAN JURISDICTION--INDIAN RIVER COUNTY, FLORIDA OCCUPANCY CLASS-- RESIDENTIAL R-3 TYPE OF CONSTRUCIMI --V ALTERATION LEVEL— 2 FIRE SPRINKLER SYSMK--NOT REQUIRED FIRE ALARM --NOT REWIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION ASCE 7-10 EXPOSURE AS ENCLOSED 19 FT 1: 1.0 WIND VELOCITY: VuItm160 Vosd=124 qh=56.57 psf Kh—.85 Kzt-1.0 Gcpi=.18+/— GCpf=1.0+, 1.4— P=0.6w kOOF MATERIAL.. . D J ... ROOF • :E . ► ROOF LIVE LOAD 25 PSF SoIL BEARING . •• PSF REVIEWED FOR SHEAR LL REQUIREMENTS : YES APPROVAL ­ WINDOWS AND DOORS IMPACT RATtU RISK .• ZONE Leeward/Windward Leewar WRndwar TRIBUT.AREA 109f 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 SEE WIND DATA ON SHEET D-1 INSULATION:: WALLS R 4.1 MIN AT CBS OR WALLS R13 O 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 0 4" O.C. AND 6" FIELD Sul_ 0 9 W9 ST. LUCIe 04 N r-Al3 IINu F LUUM rL/AIN SCALE: 1/4 INCH A/U = 1N W. rH GARAGE/NON-A/C- 0 SO. FT. FRONT ENTRY 0 SO. FT REAR PORCH 0 SO. FT TOTAL SO. FOOTAGE - 1459 SCI. FEET FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 56-sF 19-1?ggE & Well # NA Date: -1/s/1°I Reviewer: LIMITS OF CONSTUCTION I I I -- LIMITS OF CONSTUCTION oa I 01NN soia � G� OV 00 yV GG SCANNED St. Lucie County ADUNCI DESIGN BUILDIN ARCHITECTS GENERAL CONTRACTO A ROUND HILL DEVELOPMENT GROUP COMF 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.( THESE ORAMINGS AM S!=CATONS ARE INSOMIMENIS OF SERVICE AND ARE THE PAOPFRT ROUND HILL OEVUA-MIXT HMOUP, MG •e" ACV$ ESI OGN a:BUSDMC. THEY ARE NOT BE USES ANY OTHER PROJECTS OR EXTENSIONS OF TNS PR EXCEPT BY wOTTEN AGREEMENTS VAIN ROUND r DEVELOPMENT GROUP. NO DESIGN 04AHM WHICH ALTER THE MIEN' OF THESE DRAWINGS OR SPECIFICATIONS ARE TO BE WTHOUT OBTAIMNG WRITTEN PERMISSION FROI ROUND HILL OEVUOPYENT GROUP. ARCHITECT: BERNARD JONES ARCHITECC SEAL: r^f �I DATE �) CLIENT: GARAGE CONVERSION TO LIVING AREA ADDRESS: 7600 COQUINA f VERO BEACH FLORIDA 1 ST FLOC PLAN REVISIONS: DRAWN BY: it CHECKED BY: B PROJECT f: SCALE: j INCH A 1 lqol�ol('6 CONTRAC'T JUL 0 9 2019 ST. Lucie County, SHINGLE TILE ROOF LSTUCCO 7 ELEVATION (FRONT) SCALE: 1/4 INCH RECEIVED JUL 0 0 2019 ST. Lucle County, Permitting ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 3347E PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 W W W. A D VA N C E D—DESIGN — B U I LD I N G. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Ebo ADVANCED DESIGN 8: BUILDING, THEY ARE NOT TO BE USED ON ANY OTHER PRO.ECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. di NO DESIGN CHANGES MICH ALTER THE INTENT ' OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE L::-L WITHOUT OBTAINING WRITTEN PERMISSION FROM z ROUND HILL DEVELOPMENT GROUP. •M'^I ARCHITECT: BERNARD JONES . ARCHITECT �r SEAL: DATE: ■ CLIENT: ADDRESS: EXTERIOR ELEVATIONS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: i INCH A-2 I _ _ LIMITS OF CONSTUCTION J EXISTING AIR CONDITIONING SYSTEM SCHEDULE UNIT. MAKE AIR HANDLER UNIT DATA CAPACITY DATA AIR COOLED CONDENSING UNIT DATA REMARKS NO. MODEL CFM AMPS VA COOLING MODEL LINE SZ S L SEER VOLTS F.L. AMPS NG MBTU'S TOTAL KW VA LRA RLA I TOTALISENSIBLI 1 RHEEM 13AJN 3BA01 1200 4.3 230/ 1-60 36DOO 7.5. 230/ 1-80 13AJN 38A01 7/g 3/8 13 230/1/60 117 21.8 36000 3 TON 1 MECHANICAL PLAN SCALE 1/4 INCH 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 AIR HANDLING UNIT CONDENSATE DRAIN " PLY. 16 DS EACH END EE CONDENSATE TRAP DETAIL FOR FLOA SWITCH OR AUXILARY DRAIN PAN PER FMC SEC. 307.2.3 1ARGE OF CONDENSATE PER SECTION OF THE FMC AND SECTION 1503.7 OF IDA B CODE MOISTURE RESISTANT (GREEN BOARD) aLL ALL SIDES OF RETURN AIR DUCT RETURN AIR DETAIL AT AHU STAND EXTERIOR A/C UNIT FTRP 4 INCH SLAB (MIN) ZOnE�CDWN A/C CONDENSOR UNIT W/ (6) XDIA. X 1.5" EMBEDMENT N CONCRETE SCREWS ® 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 AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAINLINE ACCUMULATE WATER. (NOT REQUIRED IF 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 � IN SECONDARY DRAIN 2T PAN. PREMANUFACTURED TRAP AT 3" DEEP WITH CLEANOUT IS 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.ADVAN CED—DESIGN—BUI LDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dbo ADVANCED DESIGN k 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 WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES "';- •r ARCHITECT SEAL: DATE: - ._,� • ^,{ '; J. CLIENT: CONDENSATE TRAP DETAIL ADDRESS: MECHANICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT P. SCALE: } INCH m — I EXISTING LEGEND WALL MOUNT FIRE SUPPRESSION O° AT KITCHEN HOOD ILING ENDANT LAMP(HEAT)EXISTING PENDANT ° SNITCH LETTER ANEW EXISTINGADDED FIRE SPRINKLER HEAD HEAD ORECESSED ® MAKE UP AIR ucHr CEILING RETURN AIR GRILLE SURFACE iii MOUNT 1 X 4 FLUORESCENT 1,�51, SUPPLY � [nillul4• REGISTER I I II 2 X 4 CEILING FAN III1J1�1� FLUORESCENT IfEXIT SIGN/EMERGENCY l(iiT LIGHT COMBOEXIT ® \ EF EXHAUST FAN EM SIGN$ SNITCH 3 I WAY SNATCH PANEL EMERGENCY LIGHTING A-101, CIRCUIT NO. GROUND TYPE DUPLEX RECEPTACLE FIRE ALARM PULL STATION 12OV-20AMP INTEGRAL FAULT OGFI INTERRUPT PROTECTION CD COMBINATION /TISIBLE STROBE GROUND TYPE DUPLEX GROUND RECEPTACLE120V-20AMP owpWEATHERPROOF TYPE CD -CANDELA CD�CANDELA 80"-96' AFF RATING SETTING TYPE 1 SINGLE RECEPTACLE IRONGLE RECEPTACLE +18"AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX RECEPTACLE GROUND - 20 AMP MOUNTED IN COUNG LI GROUND TYPE DUPLEX OUTLET I2ON-20AMP +18"AFF U.N.O. 1�I GROUND TYPE DOUBLE DUPLEX RECEPTACLE I20N-20A DU MOUNTED IN TWO GANG OUTLET BOX AT 18"AFF UNLESS NOTED OTHERWISE GROU ND TYPE DUPLEX �30A 120V SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) 120V-20AMP MOUNT ABOVE COUNTER OR AT HEIGHT NOTED le cDG $ � 220V a COMMUNICATIONS OUTLET OA 3 WIRE 10 OR 4 WIRE 30 SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) g SECURITY JUNCTION BOX PPAn SATELLITE TV OUTLET MERADIO El ANTENNA CONDUIT SECURITY KEY PAD THRU WALL O rPHOTEOELE TIC) , WAP ACCESS TELEPHONE O OUTLET POINT � CM CARBON MONOCIDE O EMERGENCY CALL/PUSH BUTTON PUBUC ADDRESS/INTERCOM O SPEAKER (CEILING MOUNT) ° \ SUFFIX (INTEGRATED TO SECURITY SYSTEM) INDICATES MICROPHONE OUTLET (MICROPHONE SYSTEM) OJ PUBLIC ADDRESS/INTERCOM I SPEAKER (WALL MOUNT) DM a _SUFFIX G \ SUFFIX INDICATES INDICATES INPUT+OUTPUT CAM SECURITY CAMERA m SECURITY MOTION SENSOR ITI THERMOSTAT POINT OF SERVICE POS 10B 10 BASE T WIRING S� SPEAKER WIRE POINT AT CEILING SPEAKER VOLUMN CONTROL ® RESTROOM A/C SUPPLY ® RESTROOM EXHAUST FAN AIR DIFFUSER SPECIFICATION: SQUARE ELECTRICAL MAINS: LUGS MAIN BUS RATING: 150 AMPS LOCATION: LIVING VOLTAGE: 120/240, 1—PH, PANEL(existing) MOUNTING: FLUSH 3—WIRE ONLY RM MOUNT AMPS POLES TOTAL VA WIRE SIZE DESCRIPTION CKT. NO. CKT. NO. DESCRIPTION WIRE SIZE TOTAL VA POLES AMPS 20 1 1500 12 GENERAL LIGHTING 1 2 SMALL APPLIANCES 12 1,500 1 20 20 1 1500 12 GENERAL LIGHTING 3 4 SMALL APPLIANCES 12 1,500 1 20 60 2 (10,000) 6 AHU HEAT STRIP #1 5 6 8 DRYER 5000 2 60 7 40 2 * 8 ACU #1 9 10 11 12 50 2 12,000 6 RANGE 13 14 LIVING ROOM LIGHTING 12 1,000 1 20 15 16 LIVING ROOM POWER 12 1,000 1 20 60 2 4500 6 17 18 SMOKE DETECTORS 12 1,000 1 20 19 20 BATH GFI'S 12 720 1 20 20 1 1,500 12 1 WASHER 21 22 EXTERIOR GFI'S 12 720 1 20 20 1 1,200 12 DISHWASHER 23 24 DINING/BREAKFAST LTG. 12 1500 1 20 20 1 1,000 12 GARBAGE DISPOSAL 25 26 KITCHEN LIGHTING 12 1000 1 20 20 1 1500 12 REFRIGERATOR #1 27 28 BATH LIGHTS 12 1,000 1 20 20 1 1,500 12 MICROWAVE 29 30 BEDROOM POWER 12 1500 1 20 15 1 419 12 FOYER/ENTRY 31 32 SPARE 15 1 1000 12 EXTERIOR GFI 33 34 SPARE 35 36 37 38 39 40 41 42 SUBTOTAL TOTAL LOAD(WATTS)= 44059 WATTS 17440 SUBTOTAL DEMAND LOAD CALCULATIONS TOTAL GENERATED CALCULATED LOAD: FIRST 7.5 KW 0100% : 7500 REMAINDER ® 40% : 13624 A/C 7.5 KW ®100% 7500 TOTAL: 28624 CURRENT PER PHASE = TOTAL LOAD (VA) / (240)�= 119 AMPS 150 AMP SERVICE * VERIFY ALL EQUIPMENT LOAD. BREAKER, AND WIRE SIZES PRIOR TO INSTALLATIONS O ELECTRIC METER 150 AMP SERVICE SERVICE PANEL A M.C.B. 150 AMP 3 #2/0 IN 2": C. #2 CU IN 1.5" CONDUIT GROUNDING ELECTRODE UFER GROUNDING PER NEC 3 POINT GROUND FIELD I�j I ATTACHED TO #5 FOOTING STEEL ENCASED IN CONCRETE FOOTING FOR II I` MIN 30 FEET UNDERGROUND COLD WATER PIPE(CU) CONCRETE ENCASSED ELECTRODE ELECTRICAL RISER DIAGRAM NTS NOTES; 1. ALL LIVING, BEDROOM, AND OTHER REQUIRED RECEPTACLES TO BE ARC -FAULT PROTECTED AND TAMPER PROOF PER NEC. ADVANCED DESIGN 8 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 W W W. A D VA N C E D-DESIGN - B U I LD I N G. C OM THESE DRAWNGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dba ADVANCED DESIGN k 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 WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECRCATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE: CLIENT: LIMITS OF CONSTUCTION I ADDRESS: I J ELECTRICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH I IV WP 4„ 3 " VTR J3"' 3 BATH 2" 3" SHOWER 2" 3" 3" SANITARY RISER DIAGRAM 1ST FLOOR STUDER VENT KITCHEI J 3VTR 1.3 3 VTR 13" I 3 WASHER C.O. INLET 3" ® (TYPICAL 3 / 1 /A 1 HOT 4_' CLEAN OUT 4 FT SANITARY FROM BUILDING TYPICAL WATER ISOMETRIC ISOMETRIC KEY NOTES SOUX CHIEF WATER AMMER ARRESTOR #660 TYPICAL WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES PER FBC RESIDENTIAL CODE P903.5. %1 (TYPICAL) 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—BUILDING.COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ Eba ADVANCED DESIGN A: BUILDING. THEY ARE NOT TO BE USED ON -; J ANY OTHER PROJECTS OR EXMNSONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. __.,� NO DESIGN CHANGES WHICH ALTER THE INTENT OF THEM DRAWINGS OR SPECFICA71ONS ARE TO BE MADE WTHOUT OBTAINING WRITTEN PERMISSION FROM V-4 ROUND HILL DEVELOPMENT OROUP. d ARCHITECT: BERNARD JONES ARCHITECT s SEAL DATE: CLIENT: ADDRESS: 2221 SW SAVAGE BLVD, PORT ST. LUCIE, FLORIDA PLUMBING RISER DIAGRAMS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH P-1 STRUCTURAL NOTES: 1. THE DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE - 2017 EDITION AND REFERENCED CODES AND SPECIFIATIONS SHALL BE THE LATEST AT THE TIME OF PERMITTING. 2. BASED ON ANSI/ASCE 7-10: BASIC WIND VELOCITY = 160 MPH OCCUPANCY CATEGORY = II EXPOSURE C 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" STRUCTURAL WOOD 1. TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION ULNDER WHOSE RULES THE LUMBER IS PRODUCED(SEE SUPPLIER'S SPECIFICATIONS). 2. TO BE AIR DRIED , WELL SEASONED AND GRADE MARKED AT MILL. 3. TO BE NO. 2 SOUTHERN PINE 4. ALL STUCTURAL WOOD TO BE SURFACED (4) SIDES (S-4-S) WITHA MINIUMN FIBER STRESS IN BENDING OF 1,200 P.SI. AN DA MAXIUMUM MOISTURE CONTENT OF 19 PERCENT. 5. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY AND OTHER CEMENTATIOUS MATERIALS SHALL BE TREATED TO COMPLY WITH AWPA STANDARD LP-2. 6. STORE ALL LUMBER ABOVE GRADE OR FLOOR . STACK TO ALLOW PROPER AIR CIRUCULA11ON AND PROTECT FROM WETTING WITH SUITABLE COVER. 2X12 (1/2 PLY CORE) HDR STUCCO FINISH ON HI-IjIBBED MTL. LATH & 5/8 EXT. GRADE PLYWD. 2x6 P.T. BUCK FASTEN W/ (2) #8 x 3" LG. P.H. SMS SCREWS O 16"O/C--4" END' DOOR TRIM DOOR FRAME PER PRO. AP. FASTEN TO BUCK % W#6 x 2.5' LG. H. SMS REWSO 16" O/C--6" ENDS DOOR TRIM SEALANT (TYP.) STUCCO FINISH HEAD/JAMB DETAIL WOOD FRAME 5/8 INCH EXT. PLYWOOD W/ BD RING SHANK SINGLE HUNG NAILS O 4" W1IIDOW EDGE/6' FIELD 2 X STUDS OR DOOR INSTALLED WITH METAL LATH AND STUCCO 2X 2X PER PRODUCT IN APPROVAL AS NEEDED FOR STORM PANELS SIMPSON SP TOP PLATE STRAP W/ 6-101) X 1.5" DOUBLE 2 X 12 HEADER EXISTING AT GARAGE DOOR SIMPSON SP TOP PLATE STRAP W/6-10D X 1.5' SIMPSON MSTA 18 14-CODS (TYPICAL) 12D SIMPSON MSTA 12 5 -1ODS TO HIwnONTW AND VERTICAL 2 X PT. BOTTOM PLATE SON SP TOP PLATE 0 W/ B-Im X 1.5, -ANCHOR BOLT TO BEAM OR FOUNDATION PER PLANS OR STRAP TO FLOOR SYSTEM/ BEAM PER STRUCTURAL PLANS TYPICAL WINDOW Product Approval Submittal Affidavit Wind Speed: 170 Opening Opening ID Schedule: Swing Product Model # Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Manufacturer Glass Attachment Method Type, Building Design Product Design Description Size, Spacing, & Embedment Pressure Pressure W 1 WIN WINDOW 72 X 60" -1 /50 SERIES SERIES 30 FPA# FL14911 LOW -E INSULATED GLASS 2.5" MAX. FROM CORNERS AND 4.5" MAX. (TYP) ALL 3 SIDES + O MUL BAR #8 TEX SCREWS 3 THREAD PENETRATION THRU MET +40.5/-43.9 L +50.0/-50.0 W 02-1 ODEL FIN. NAILING FIN. W3 MULLION AL BAR KITME E RT 66063T6 SILVER LFL INE WINDOWS N/A W RS MIN EMBEDMENTAut "OF WOOD MIN SCREWS 1.5" USE EMWINDOW S. AND SILL +GE SHEADE +40.5/-43.9 +/-65 MULLION BRACKET ANCHOR NO, 50-2722 ALUMINUM (6063-T6). 3 SCREWS EACH SIDE OF BAR TO SILL/HEAD 38 IN. METAL TOP / RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS 8" FIRECODE AT GARAGE SIDE 25 GAUGE(.015 IN. THICK) , 3j IN. METAL STUDS AT 24 IN. O.C., NON BEARING, 1 j IN. ( #6) SCREWS AT 8 INCHES O.C. EDGE/ 31 IN. BOTTOM RUNNER ATTACHED TO EXISTING SLAB WITH TWO 1" INCH EMBEDMENT HILTI PINS AT 16 INCH O.C. (OR TWO " 3tis" TAPCONS WITH 1" EMBEDMENT TO SLAB) TO STRUCTURE THRU BUCK W/ ##10 SCREWS O if 0/C. MIN. 1-1/4" PERIMETER SEALANT "EXT. PLYWOOD PER PLANS 2 X JAMB 1x4 MIN. P.T. BUCK SET IN SEALANT AND NAILED W 1-1 2" C IL AILS AT 12" 0/C. WALL BOARD LKING JAMB DETAIL (WINDOW) WOOD FRAMED CorjCrete I Slab TYPICAL PARTITION WALL MARBLE SILL IN MORTAR BED WINDOW PER P. APPROVAL FASTEN W/ #10 x j 3/4" EMB. PAH. SMS O 1 O C 8c 6 MAX. FROM EN S FLASHING RIMETER SEALANT UCCO FINISH ON LATH X 4 FRAME WALL SILL DETAIL (WINDOW) WOOD FRAMED EXISTING SHINGLE ROOF 5/8" EXT. GRADE PLYWOOD WITH 10 RING SHANK NAILS AT 4' EDGE AND FIELD 2 X 4 STUDS AT 16" O.C. 1/2 DRYWALL G/EXT. INTERIOR ABID PLYWOOD W/ ELD RING SHANK NAILS AT 4 O.0 .EDGE AND e" FIELD LATH AND STUC CODE WITH 2 U VAPOR BARRIER BASE FLASHING R-30 BATT AT 24" OC. BLOCKING AND INSULATION BETWEEN RAFTERS WMPSON SP TOP PLATE STRAP W/ 6-100 X 1.5' SIMPSON SP TOP PLATE STRAP W/ 6-10D X 1.5" Fr WEDGE ANCHORS W/ B" EMBDEDMENT INTO NEW AND EXISTING SLAB WITH Y X X }INCH WASHERS AND NUTS A 2ITH FROM 8' PROM ENDS NEW 4" SLAB OF 3000 PSI CONCRETE W/ BONDING AGENT TO MATCH ELEVATION OF HOUSE SLAB SLAB/ IC FTG. TYPICAL EXTERIOR WALL(EXISTING) WIND DESIGN DATA STUCCO. CLADDING. (DOORS AND WINDOWS SEE SCHEDULE SHT. A-1T 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 1609.1.2 FBC 2017 THE SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SECTION 1609.1.1.1 OF THE 2017 FBC. COMPONENT AND CLADDING DESIGN PRESSURES, THE EXTERIOR SHELL OF THIS BUILDINGS ENVELOPE IS DIVIDED INTO 5 DIFFERENT ZONES AS SHOWN IN THIS DIAGRAM: O 3 © Q � I I Ip ® I I I FLASHING DETAIL ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW FLASHING BA GN WINDOW /DOOR MAN UFACTURERS-R€Q1IREMENTS AAMA METHOD "A-1" \ and window manufactu= installations instructions. / \ f 'WINDOW SET LL INSULATION TO 1. HOUSE WRAP TO OVERLAP IN BED OF AVE FLAME HEAD FLASHING CAULK WINDOW PREAD 2. INSTALL FLEXIBLE SILL FLASHING EXTENDING 4' BEYOND THE ROUGH FRAME SILL - -- _ IDEX OF NOT MORE BAN 25 AND OPENING EACH SIDE FLASHING / MOKE DEVELPED 3. CAULK BEHIND WINDOW FLANGE 1 IDEX OF NOT MORE INSTALLING ENTIRE IWI DOW METER BEFORE f WINDOW I -LAN 450 PER FBC FLANGE 010 RES. R302.10.1 4,JAMB FLASHING OVER WINDOW FLANGE EACH SIDE EXTENDING 4" I INSTALLED ONI / ABOVE ROUGH OPENING AND 8" II PERIMETER BELOW ROUGH OPENING ` BED OF TYVEK HOUSE I CAULK / 5. HEAD FLASHING IS INSTALLED OVER WINDOW FLANGE EXTENDS WRAP OR JAMB I 8" BEYOND ROUGH OPENING EACH SIDE \ EQUIVALENT I\ FLASHING / 1/2 INCH 6. BUILDING PAPER IS DRAPED OVER HEAD FLASHING \ LAYER OF \ DRYWALL 7. WEATHER RESISTANT TAPE IS \ EACH SIDE APPLIED OVER THE ANGLE CUTS IN THE BUILDING PAPER OPTIONAL 3 INCH SOUND ATTENUATION BLANKET OR R-11 AT GARAGE IC TILE DOOR I TRIM SILL PLAN 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 O 12"O.C. AND TWO SIDES 6 INCHES FROM ENDS) SET IN 1/4" BED DOOR TRIM OF SEALANT WITH DOOR FRAME PER PRO. AP. SURROUNDING FASTEN TO BUCK W/ #6 x 2" LG. P. SMS CONCRETE AND VdMAS2 REWS O 12" 0/C' ONRY DOOR TRIM SURFACES WITH SEALANT (TYP.) A LIQUID MEMBRANE CONCRETE SLAB DOOR TRIM SEALANT (TYP.) CCO FINISH DETAIL (DOOR) SILL SECTION DETAIL (DOOR) MARBLE SILL IN MORTAR BED WINDOW PER P. APPROVAL FASTEN W/ #10 x 1 3/4" EMB. / PIH. SMS O 16" O/C 9c 6 MAX. FROM ENDS SILL FLASHING OVER HOUSE WRAP PERIMETER SEALANT STUCCO FINISH ON LATH 2 X FRAME WALL SILL DETAIL (WINDOW) WOOD FRAMED ADVANCED DESIGN 8 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, 33152 305-454-8000 WWW. ADVANCED -DESIGN -BUILDING. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ dba 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 WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE WTHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: D ONES J_ ONES ARCHITECT Rai SEAL: F? DATE: CLIENT: ADDRESS: DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH