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HomeMy WebLinkAboutBUILDING PLANSJURISDICTION---ST. LUCIE COUNTY, FLORIDA OCCUPANCY CLASS-- RESIDENTIAL R-3 ALTERATION: LEVEL 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 NEIGHS 14 FT „•sam eRiims WIND VELOCITY: Vult=170 Vasd=132 qh=56.57 psf Kh=.85 Kzt=1.0 Gcpi=.18+/— GCpf=1.0+, 1.4— P=0.6w ROOF MATERIAL: FIBERGLASS SHINGLES PER AND ROLLED ROOFING PRO ROOF LIVE LOAD 25 PSF SOIL BEARING TY: 2500 PSF/ i REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: ESRODUCT APPROVAL -- WINDOWS AND DOORS IMPACT RATED 0.18 RISK CATAGORY : II _LIL.._aV wmifa. m •C IL as mmg 14011 IS773i191� 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 PSa; SEE WIND DATA ON SHEET D-1 INSULATION:: WALLS R 4.1 MIN OR WALLS R13 0 6" FRAME EXTERIOR ROOF R 30 MIN ROOF N ILING ATTERN IF REQUIRED 1. 8 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD WALL SHEATHING_ 1.J"EXTERIOR GRADE PL`,"ROOD W/ SO RING SHANK NAILS 0 4" O.C. AND 6" FIELD WINDOW AND DOOR SCHEDULE N0. NOMINAL WIDTH X HT. TYPE Ol 96"WIDE X 84" HIGH STEEL OVERHEAD O2 144"WIDE X 80" HIGH DOOR O3 36" WIDE X 80" HIGH WOOD DOOR ® 36" WIDE X 96" HIGH WOOD DOOR 36" WIDE X 38" HIGH ALUM. SINGLE HUNG © 96" WIDE X 80" HIGH DOOR SLIDING GLASS O7 36" WIDE X 64" HIGH ALUM. SINGLE HUNG ® 27" WIDE X 63" HIGH ALUM. SINGLE HUNG O 36" WIDE X 64" HIGH ALUM. SINGLE HUNG 10 72" WIDE X 80" HIGH SLIDING GLASS DOOR 11 54" WIDE 52" HIGH ALUM. SINGLE HUNG 72" WIDE X 64" HIGH ALUM. SINGLE HUNG 32" WIDE X 80" HIGH SOLID WOOD DOOR 0 METAL 14 24" WIDE X 96" HIGH WOOD DOOR 15 48" WIDE X 96" HIGH WOOD BI—FOLD 16 24" WIDE X 96" HIGH WOOD BI—FOLD 32" WIDE X 96" HIGH POCKET DOOR 18 36" WIDE X 38" HIGH ALUM. SINGLE HUNG 19 72" WIDE X 96" HIGH DOOR SLIDING GLASS 0 I 0 0 17 SCOPE OF WORK 56'—O" 1 O'-0" 8'-0" 19'-0" 19'-0" Ilk 11 11 REMOVE EXISTING SCREEN ENCLOSURE 2-6 X 6— FOR NEW FRAME EXTERIOR WALL PATIO COVERED 10 BEDROOM 4 PORCH 10 10 10 O REMOVE EXISTING SLIDER FOR SINGLE SWING DOOR BATH MASTER 1 LIVING DINING LDS. x ��BEDROOM Q 02-6X6 2— X 6-8 2-6 X —8 FOYER ANTRY KITCHEN 5 BEDROOM 2 BEDROOM 3 O °oDD a o PORCH 11 26'-91" 8'-0" M 0 I 1 iO GARAGE_ M 11 21'-2j" 56'-0" 1. NEW INFILL EXTERIOR FRAME WALL AT EXISTING BACK PORCH PER PLAN WITH WINDOWS AND SLIDING GLASS DOOR 2. NEW SCREEN ROOM AT EXISTING PATIO SLAB ON SEPERATE SUB —PERMIT 3. NEW MINI —SPLIT ZONED UNIT TO SERVICE NEW ENCLOSED AREA 4. INSULATION AT NEW WALL, CEILING , DRYWALL, TRIM AND PAINT, 5. NO NEW PLUMBING 6. ELECTRICAL: NEW ELECTRICAL TO CODE IN WORK AREA ONLY 7. NO NEW ROOFING OR FOUNDATION/SLAB (EXISTING) EXISTING FLOOR PLAN W/DEMOLITION SCALE: 1/4 INCH FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Ir BOCC 0 5 0 SQUARE FOOTAGES EXISTING LIVING - 1781 SO. FT GARAGE/NON-A/C- 348 SO. FT. FRONT PORCH - 40 SQ. FT REAR PORCHES - 270 SQ. FT PATIO 100 SO. FT TOTAL SO. FOOTAGE - 2539 SQ. FT . I TO M7 . J�S M OOP 2�y % QJ ,ter FEB 2 8 2019 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 THESE DRAVANGR AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, INC./ me ADVANCED DESIGN k BUIDING. THEY ARE NOT 1U BE USED ON ANY OTHER Prj TS OR EXTENSIONS OF THIS PROJECT EXCEPT BY MRITTEN AGREEMENTS NTTH RDUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH H ALTER THE INTENT OF THESE DRAWINGS OR SPECFICATIONS ARE TO BE MADE MITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT. BERNARD JONES ARCHITECT SEAL' DATE: INTEROR ALTERAT Of\ 101 RIDGE C RCLE, FT. P I ERCc, FLORIDA EXISTING 1 ST FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH SCANNED BY St. Lucie County Igda- 060a I 10'-0" 8'-0" 19'-0" 191-0" IV 11 11 11 NEW WINDOW NEW WINDOW NEW WINDOW EXISTING NEW SCREEN SCREEN WALL ENCLOSURE I SCREEN RORCH O FAMILY ROOM LO . BEDROOM 4 WORK NO NEW SLIDING GLASS DOOR NEW FRAME WALL [2-6 2 2 X -8 O 10 10 BATH ABC 1 NO WORK MASTER BEDROOM 1 LIVING DINING 2 LO S. NO WORK NO WORK NO WORK O 00 CB 5 0 00 I 17 Lo 2- X 6-8 2-6 X -8 NO WORK FOYER ANTRY NO WORK NO WORK KITCHEN NO WORK O BEDROOM 2 BEDROOM 3 3 O Q 0 O o Ul PORCH Ul 11 26'-9j" 8'-0" NO WORK M O 0 1 GARAGE M 11 21'-2r 56'-0" PROPOSED FLOOR PLAN SCALE: 1/4 INCH ISQUARE FOOTAGES LIVING - 1971 SO. FT GARAGE/NON—A/C- 348 SQ. FT. FRONT PORCH - 40 SO. FT REAR PORCHES - 180 SQ FT TOTAL SO. FOOTAGE - 2538 SO. FT . F.7 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-BUILDING. COM 116E DRAMNGS AND SPECD1CAlIONS ARE INSTRUMENTS OF SERVICE AND ARE 111E PROPERTY OF ROUND HILL DEVELOPMENT GROUP. INC./ mo ADVANCED DESIGN NE BUILDING THEY ARE NOT 4D BE USED ON ANY OTHER PRGECTS OR EXTENSIONS OF THIS PROJECT ETICEPT BY MRITIEN AOREEMERTS WIN ROUND Hu DEVELOPMENT GROUP. NO DESIGN CHANGES MHICH ALTER THE INTENT OF THIS DRAMINS ON SPECNCAIRONS ARE TO BE MADE WHOUT OBTAINING WHITEN PEAMIS90N FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT SEAL: DATE INTERIOR ALTERAT O� 101 RIDGE C RACE FORT, PIERCE, FL. NEW 1ST FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT 4F SCALE: } INCH A-2 EXISTING ROLLED ROOFING EXISTING SHINGLE ROOF EXISTING SHINGLE ROOF NEW SCREEN ENCLOSURE 00 LEFT ELEVATION EXISTING EXISTING NEW EXISTING SHINGLE ROOF NEW REAR ELEVATION EXISTING ROLLED ROOFING NEW NEW NEW NEW SCREEN SCREEN SCREEN ENCLOSURE ENCLOSUREI ENCLOSURE III ARCHITECTS G: 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-BU ILDING. COM THESE wAWnGS AND SPEOFICARONS ARE INSTRUMENTS OF SEANCE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP. INC./ dbu ADVANCED DESIGN ! BUILDING THEY ARE NOT YO BE USED ON ANY OTHER PROJECTS OR EETENSIONS OF 7M PROJECT E%CEPT BY WRITTEN AGREEMENTS NTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAWINGS OR SPECRCAMONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. C LJ ARCHITECT. BERNARD JONES ARCHITECT W3f.R1 DAME CLIENT: ADDRESS: EXTERIOR ELEVATIONS REVISIONS: DRAWN BY- JMG CHECKED BY. BVJ PROJECT f: SCALE: I INCH „-3 AIR CONDITIONING SYSTEM SCHEDULE UNIT. MAKE AIR HANDLER UNIT DATA CAPACITY DATA AIR COOLED CONDENSING UNIT DATA REMARKS NO. MODEL CFM AMPS VA COOLING LINE SZ LINE SEER VOLTS AMPS COOLING M TOTAL V LRA RLA TOTAL SIB SENIBLI S L 1 MITSIBIS IMZGLI2NA 230/ 12000 70• 230/ MZ 2NA 7/8 /8 23.1 230 1/60 117 21.8 NEW 1 TON A/C 1-60 1-60 HEAT PUMP SEE AT ACH D MANUFACTURERS SPECIFI ATIO S EXTERIOR A/C UNIT To 4' 4 INCH SLAB (MIN) x—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 ISQUARE FOOTAGES LIVING - 1781 SQ. FT GARAGE/NON-A/C- 348 SQ. FT. FRONT PORCH - 40 SO. FT REAR PORCHES - 270 SO. FT PATIO 100 SQ. FT TOTAL SO. FOOTAGE - 2539 SQ. FT . SQUARE FOOTAGES NEW LIVING - 1971 SQ. FT GARAGE/NON-A/C- 348 SO. FT. FRONT PORCH - 40 SQ. FT REAR PORCHES - 180 SQ. FT TOTAL SO. FOOTAGE - 2539 SO. FT . ZONE 2 AC AREA - 380 SO. FT. -An'_n" IF MECHANICAL RUCTION 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 VANCED—DESI GN—BUILDING. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROIMD HILL DEVELOPMENT GROUP, INC./ tlw ADVANCED DESIGN A: BUIDING, THEY NE NOT YO BE USED ON ANY OTHER PROEM OR EXTENSIONS OF THIS PROD= EXCEPT BY IUTTEN AGREEMENTS WITH ROUND HILL DEMa.0PYENT GROUP. NO DESIGN CHANOM WHICH ALTER THE INMTIT OF THsg DRAWINGS OR SPECFICATIONS ARE TO BE MADE "OUT OBTAINING WRITTEN PERMISSION FROM ROUND HD. DEVELOPMENT GROUP. ARCHITECT. BERNARD N JONES ARCHITECT Ct cl SEAL: INC DAM CLIENT. ADDRESS: MECHANICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT t: SCALE: } INCH m - I EXISTING LEGEND WALL MOUNT FIRE SUPPRESSION O° AT KITCHEN HOOD �� CEILING ENDANT LAMP(HEAT) ANEW EXISTING ADDED FIRE PENDANT ° F.SPRINLER SPRINKLER SNITCH LETTER HEAD HEAD O RECESSED O MAKE UP AIR LIGHT CEILING RETURN AIR GRILLE SURFACE MOUNT 1 X 4 FLUORESCENT �s SUPPLY Il�lq• REGISTER II II 2 X 4 II II��I� II FLUORESCENT CEILING FAN EXIT SIGN/EMERGENCY COMB LIGHT COMBO EF EXHAUST FAN I SIGN SWITCH 3 -WAY SVATCH PANEL EMERGENCY LIGHTING A-10� CIRCUIT NO. GROUND TYPE DUPLEX RECEPTACLE FIRE ALARM PULL STATION 120V-20AMP INTEGRAL FAULT oINTERRUPT PROTECTION GFl CD COMBINATION /VISIBLE STROBE GROUND GROUND TYPE DUPLEX RECEPTACLE120V-20AMP owpWEATHERPROOF TYPE CD=CANDELA CD=CANDELA 80"-96" AFF RATING SETTING GROUND TYPE SINGLE RECEPTACLE 12INGLE MP +18"AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX RECEPTACLE GROUND - 20 AMP MOUNTED IN CEILING /F7\ /\illi/1 LI GROUND TYPE DUPLEX OUTLET 120V-20AMP +18"AFF U.N.O. GROUND II 0 TDUPLEX RECEP CLE 120V-200V-20AMP MOUNTED IN TWO GANG OUTLET BOX AT 18"AFF UNLESS NOTED OTHERWISE GROUND TYPE DUPLEX GROUN �30A 120V SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) DAMP MOUNT ABOVE COUNTER OR AT HEIGHT NOTED loc 220V a COMMUNICATIONS OUTLET OA 3 WIRE 10 OR 4 WIRE�3� SPECIAL PURPOSE OUTLET / (SUFFIX INDICATES AMPS) J SATELLITE g SECURITY JUNCTION BOX TV OUTLET SRA RADIO El ANTENNA coNDulr PAD SECURITY KEY PAD THRU WALL (PHOTOELECTRIC) O (HRIC) S TELEPHONE WOAP ACCESS , OUTLET POINT on CM CARBON MONOCIDE EMERGENCY CALL/PUSH BUTTON PUBLIC ADDRESS/INTERCOM S SPEAKER (CEILING MOUNT) ° � SUFFIX (INTEGRATED TO SECURITY SYSTEM) INDICATES MICROPHONE OUTLET (MICROPHONE SYSTEM) O PUBLIC ADDRESS/INTERCOM S SPEAKER (WALL MOUNT) ° _SUFFIX ° \ SUFFIX INDICATES INDICATES INPUT+OUTPU CAM SECURITY CAMERA SECURITY MOTION SENSOR ITI THERMOSTAT POINT OF SERVICE POS 10B 10 BASE T WIRING S� SPEAKER WRE POINT AT CEIUNG SPEAKER VOLUMN CONTROL ® RESTROOM A/C SUPPLY ® RESTROOM EXHAUST FAN AIR DIFFUSER D 56'-0" �. 10'-0" 8'-0" 19'-0" 19'-O" I ELECTRIC PLAN SCALE: 1/4 INCH SCALE: 1/4 INCH ELECTRICAL PLAN SPECIFICATION: SQUARE ELECTRICAL MAINS: MCB MAIN BUS RATING: 150 AMPS LOCATION: LIVING RM 120/240, 1-PH, PANEL A " VOLTAGE: MOUNTING: FLUSH MOUNT 3—WIRE AMPS POLES TOTAL WIRE DESCRIPTION CKT. CKT. DESCRIPTION WIRE TOTAL POLES AMPS VA SIZE NO. NO. SIZE VA 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 (10000) 6 AH #1 5 6 DRYER 5000 2 60 7 8 40 2 * 8 9 10 6 12000 1 2 50 AC #1 RANGE 11 12 40 2 (5000) 6 AH #2 13 14 LIVING ROOM LIGHTING 12 1,500 1 1 20 15 16 LIVING ROOM POWER 12 1,500 1 20 30 2 * 8 AC #2 17 18 SMOKE DETECTORS 12 1,000 1 20 19 20 BATH GFI'S 12 1,500 1 20 20 1 1,500 12 WASHER 21 22 EXTERIOR GFI'S 12 1,500 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 20 20 1 1,500 12 MICROWAVE 29 30 BEDROOM PORCH POWER 12 2,000 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 31519 26000 SUBTOTAL TOTAL LOAD(WATTS)= 58519 WATTS DEMAND LOAD CALCULATIONS TOTAL GENERATED CALCULATED LOAD: , FIRST 10 KW ®100% 1000 : 10000 REMAINDER ® 40% : 19407 A/C 10 KW 0100% 10,000 TOTAL: 39,407 CURRENT PER PHASE = TOTAL LOAD (VA) / (240)= 164 AMPS 39,407 200 AMP SERVICE * VERIFY ALL EQUIPMENT LOAD BREAKER AND WIRE SIZES PRIOR TO INSTALLATIONS O ELECTRIC METER 150 AMP SERVICE 0121c A167111 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 ---1 3 POINT GROUND FIELD ATTACHED TO #5 FOOTING STEEL ENCASED IN CONCRETE FOOTING FOR MIN 30 FEET UNDERGROUND COLD WATER PIPE(CU) —T CONCRETE ENCASSED ELECTRODE ELECTRICAL RISER DIAGRAM NTS 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 VANCED-DESIGN-BUILDING. COM THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVE AND ARE THE PROPERTY OF ROUND HILL:Rj4AP1ENT GROUP, INC. M ADVANCED DESIGN R BUEMNi. THEY ARE NOT SE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJEDT EXCEPT BY MITTEN AGREEMENTS KITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WITCH ALTER THE INTENT OF THESE DRARNGS OR SPEMM710M ARE TO BE MADE WITHOUT OBTAINING VATIEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD JONES ARCHITECT F1:0In DATE: ELECTRICAL PLAN ADDRESS: 3343 SE FAIRWAY DRIVE, STUART, FLORIDA REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH E - I N cq J STRUCTURAL NOTES: 1. THE DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE - 2017 6TH 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 = 170 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" 6. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615 GRADE 60 , FABRICATED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH LAP SPLICE A.C.I. 318-02 SEC. 12.2.3. 30.5" MIN. 7. CONCRETE COVER UNLESS NOTED OTHERWISE ON DRAWINGS TO BE: COLUMNS AND BEAMS ( TO THE TIES): 1.5" GRADE BEAMS" 3" EXTERIOR SLABS ON GRADE: BOTTOM: 1.5" TOP: 2" ABOVE. LAP 36 BAR DIAMETER OR MIN OF 18 8. COLUMN REINFORCEMENT: DOWELS TO BE 48" INCHES , U.N.O. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NON CONTINUOUS COLUMNS. SAME SIZE AND NUMBER AS VERTICAL REBARS 9. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES ( SEE ANY BEAM DIAGRAMS) BOTTOM BARS TO BE SPLICED ONLY AT SUPPORTS, TOP BAR SPLICES ONLY AT MID SPANS. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES U.N.O. ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AT REQUIRED. 10. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS IN FOUNDATION AND BEAMS BENT 36 INCHES MINIMUM EACH WAY AT "L" AND "T" CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BARS( TOP, INTERMETIATE, BOTTOM REBARS ) 11. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE -BEAM AND COLUMN REQUIREMENTS. 12. SOIL STATEMENT: THE NATURE AND CHARACTER OF THE SOIL CONDITION BENEATH THE STRUCTURAL FOUNDATION HAS BEEN PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY OF 2,500 PSF AT THE TIME OF CONSTRUCTION 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 CIRUCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER. REINFORCED MASONRY WALLS 1. HOLLOW LOAD BEARING MASONRY UNITS SHALL CONFIRM TO ASTM C-90, TYPE 1, GRADE N, SQUARE END, WITH MIN. AVERAGE COMPRESSIVE STREGNTH OF F'M = 1500 PSI 2.. SPECCAL INSPECTOR SERVICES REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE PLACING OF REBARS IN CELLS , VERIFYING THE CLEANLINESS OF THE CELLS TO BE GROUTED AND OBSERVE THE PLACING OF GROUT OR CONCRETE INTO THE CELLS. 3. MORTAR SHALL CONFORM TO ASTM C- 270 , TYPE M OR S. 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING 5. USE OF ADMIXTURES ARE NOT PERMITTED 6. VERITCAL REINFORCING: A. ASTM A-615 PER REINFORCING SECTION B. VERTICAL REINFORCING STEEL WILL BE CENTERED ON THE CELL WITH LAP OF 48 BAR DIAMETERS. C. VERTICAL REINFORCEMENT IS REQUIRED AT EACH SIDE OF AN OPENING IN WALL, AT INTERSECTIONS, CORNERS AND ENDS. REINFORCING SHALL BE AS SPECIFIED OR MIN. NO. 5 BARS HORIZONTAL REINFORCING: PROVIDE #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1'4" HOOKED IN TO THE BOND BEAM AT NON - CONTINOUS END OF REBARS D. ALL VERTICAL REINFORCING SHALL BE REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. "CINTERSECTIONS. ANCHOR TO COLUMNS WITH LIFT TO BE 8 FT ON H. MINIMUM 4" EXTENSION INTO COLUMN POURED AREA B. PROVIDE " DOBE TAIL ANCHORS AT 16 INCHES ON CENTER FOR ALL MASONRY PLACED ADJACENT TO ALREADY IN PLACE COLLINS 9. CELL FILING CONCRETE SHALL BE "PEA DOCK" CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH f C= 3,500 PSI MIN. AT 28 DAYS. 10. LINTELS: THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE LINTELS PER SCHEDULE WOOD TRUSSES THE BUILDING CODE REQUIRES THE ENGINEER OF RECORD TO INCLUDE WITH ALL RECORD PLANS COMPLETE TRUSS FRAMING PLANS, INCLUDING CONNECTIONS AND LOADING DATA, TO THE BUILDING DEPARTMENT FOR PERMIT . THE TRUSS DESIGNER DELEGATED ENGINEER MUST FOLLOW THE LAYOUT TO THE TRUSSES AND GIRDER TRUSSES AS SNOWN ON THE STRUCTURAL FRAMING PLAN . IN THE EVENT THAN THE TRUSS DESIGN ENGINEER REQUIRES A CHANGE IN THE LAYOUT , HE MUST CONTACT THE ENGINEER OF RECORD (AS SOON AS POSSIBLE AND DURING THE DESIGN PHASE) AND PROVIDE THE PERTINENT INFORMATION (LOCATION AND MANGINTUDE OF LOADS) TO THE ENGINEER OF RECORD. IN THE EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE , PRIOR TO PERMITTTING OF THE PROJECT THE OWNER OR CONTRACTOR SHALL PROVIDE TRUSS SHOP DRAWINGS, FOR THE A/E REVIEW, PRIOR TO START OF FOUNDATION CONSTRUCTION. THE STRUCTURAL FRAMING PLANS OF RECORD WILL BE MODIFIED TO INCLUDE ALL THE INFORMATION CHANGED ON THE SHOP DRAWINGS, AND NEW FRAMING PLANS ISSUED (AT AN ADDITIONAL COST). NO FOUNDATION WORK SHALL BEGIN BEFORE THE STRUCTUAL ROOF AND FLOORS TRUSS FRAMING PLANS HAVE BEEN VERIFIED AND COORDINATED WITH THE ENGINEERED TRUSS SHOP DRAWINGS. 1. DESIGN AND FABRICATED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENERS" BY NFPA. 2. TRUSSES DESIGNED AND SEALED BY FLORIDA REG. ENGINEER AND THEY SHALL BE DESIGNED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, INCLUDING THE PERMANENT BRACING. 3. TRUSS ENGINEER SHALL INDICATE THE NET WIND UPLIFT REACTIONS FOR EACH TRUSS AND 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. 3/4" SCALE EXISTING EXISTING EXISTING r EXT. GRADE PLYWOOD W. 2 X 12 RAFTERS AT ROLLED ROOFING PRODUCT 2.5" NO.10 DECK SCREWS 0 4" 24 INCHES,,ON PER PRODUCT APPROVAL rp C, CENTER \ I ALL INSULATION TO HAVE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND SMOKE DEVELPED INDEX OF NOT MORE THAN 450 PER FBC 2014 RES. R-30 INSULATION AT A/C SPACES, FIRE 2x4CC \LL CLG. BLOCKING EXISTING PORCH BEAM SIMPSON SIPS PLATE STRAP W/ 4-10 D NAILS EACH FLANGE 1/2 DRYWALL R-11 BATT INSULAI 2 X 6 FRAME 016"O.C. EXISTING CONCRETE FOUNDATION SLAB 2 x 12 . W/ I/2. SIMPSON SP RIP MATE mw W/5-Im x I.Y SINGLE HUNG `SIMPSON META 18 I4 IODS (TYPICAL) •NDOW 2 x ON DOOR STUDS INSTALLED PER � aRI APPROVAL (�) 1m NAILS O -IODS TO SIMPSON SP RIP PUTS STRAP W/ B-IOD % 1.Y �E x PT. BOTTOM MAIE SMPSON EP TOP MATE STRAP W/ W-IOD % 1S ANCHOR BOLT TO BEAM OR FOUNDATION PER PLANS OR STRAP TO FLOOR SYSTEM/ BEAM PER STRUCTURAL PUNS TYPICAL WINDOW REIFORCING (DOOR OPENINGS SIMILAR) OVERHANG EXISTING 2 X 12 FASCIA 8'-0" A.F.F. or PER BEAM PLAN T/B INCH HI -RIB LATH AND STUCCO SOFFIT MTII Y" CONTINUOUS SOFFIT VENT Top P \ (EACH END TO EXS71N BEAM WITH (7)10D NAILS TO EACH MEMBER IN ADDITION TO (2) 16 D NAILS TO BEAM AT 120O.C. i STUCCO FINISH ON METAL LATHE WITH 2 LAYERS OF MOISTURE BARRIER PER CODE AND STUCCO FINISH (ALTERNATE HARDI-PLANK SIDING PER PRODUCT 2 X 6PPTOVALPLATE W/ 7Z" WEDGE ANCHORS W/ 6" EMBED. AND 3" X 3" X r AT 6" FROM ENDS AND 24" O.C. AT END OF EXISTING WALLS I" THRU BOLTS W/ 3" X 3" X k WASHERS AT 24"O.C. AND 6" FROM TOP AND 3" X 6" X 2" Z FLASHING IN BED OF CAULK SIMPSON SP6 PLATE STRAP W/ 4-10 D NAILS EACH FLANGE ELEV. F.F. PER PLANS 0 -0 A.F.F. FLASHING DETAIL ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS WINDOW FLASHING BASED ON AAMA METHOD "A-1" / and window manufactures / Installations Instructions \ 1. HOUSE WRAP TO OVERLAPWINDOW SET \ HEAD FLASHING IN BED OF / WINDOW CAULK FRAME C- 2. INSTALL FLEXIBLE SILL FLASHING EXTENDING 4" BEYOND THE ROUGH / SILL rT-I OPENING EACH SIDE FI ASHINO_ ICI I t 3. CAULK BEHIND WINDOW FLANGE ENTIRE PERIMETER BEFORE INSTALLING WINDOW I WINDOW FLANGE 4.JAMB FLASHING OVER WINDOW I INSTALLED ON FLANGE EACH SIDE EXTENDING 4` PERIMETER I ABOVE ROUGH OPENING AND 8" BELOW ROUGH OPENING BED OF \ TYVEK HOUSE CAULK / 5. HEAD FLASHING IS INSTALLED EXTENDS WRAP OR \ JAMB OVER WINDOW FLANGE 8" BEYOND ROUGH OPENING EACH \ EQUIVALENT I FLASHING/ SIDE \ 6. BUILDING PAPER IS DRAPED / OVER HEAD FLASHING \ 7. WEATHER RESISTANT TAPE IS \ APPLIED OVER THE ANGLE CUTS IN THE BUILDING PAPER 31 IN. METAL TOPP/ RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS " FIRECODE AT GARAGE SIDE 25 GAUGE(.015 IN. THICK) , 31 IN. METAL STUDS AT 24 IN. O.C., NON BEARING, 14 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" , TAPCONS WITH 1" EMBEDMENT TO SLAB) MARBLE SILL IN MORTAR BED WINDOW PER P. APPROVAL FASTEN W/ #1Q x 1 3/4" EMB. PAH. SMS ® 6 OfC && / 6 MAX. FROM ENDS SILL FLASHING I _- OVER HOUSE WRAP RIMETER SEALANT UCCO FINISH ON LATH X FRAME WALL SILL DETAIL (WINDOW) WOOD FRAMED Co Crete I Slab TYPICAL PARTITION WALL WIND DESIGN DATA STUCCO, CLADDING, DOORS AND WINDOWS: 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 0/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 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: 1 / 1© O1 /r I )v B p o ©I I I 04 I 10 ©I I \LL INSULATION TO iAVE FLAME SPREAD NDEX OF NOT MORE FHAN 25 AND SMOKE DEVELPED NDEX OF NOT MORE FHAN 450 PER FBC )_010 RES. R302.10.1 WD. HEADER (PER PLAN) STUCCO FINISH ON HI-UIBBED MTL. LATH & 5/8 EXT. GRADE PLYWD. 2x6 P.T. BUCK SET IN SEALANT FASTEN W/ WAx 3" LG. P.H. SMS S ® 2'-0" O/C DOOR TRIM DOOR FRAME PER PRO. AP. FASTEN TO BUCK W/ 6 x 2" LG. 2 P. SMS RI WS ® 2'-0" O/C DOOR TRIM SEALANT (TYP.) STUCCO FINISH HEAD/JAMB DETAIL (DOOR) 1/2 INCH LAYER OF DRYWALL EACH SIDE OPTIONAL 3 INCH SOUND ATTENUATION BLANKET OR R-11 AT GARAGE TILE TO STRUCTURE THRU BUCK W/ ##10 SCREWS ® 12" 0/C. MIN. 1-1/4" PERIMETER SEALANT L "EXT. PLYWOOD PER PLANS 2 X JAMB 1x4 MIN. P.T. BUCK SET IN SEALANT AND NAILED F. W 1-1 2" C IL AILS AT 12" 0/C. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) WOOD FRAMED ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS DOOR SILL TO SET IN 18 GUAGE GALVANIZED PAN "1" DEEP BACK AND TWO SIDES SET IN 1/4" BED DOOR TRIM OF SEALANT WITH SEALANT (TYP.) SURROUNDING CONCRETE AND STUCCO FINISH MASONRY CONCRETE SLAB SURFACES WITH A LIQUID MEMBRANE ADUNCED 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 WWW.ADVANCED-DESIGN-BUILDING.COM THESE GRAMM AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVFLDPMERT GROUP, INC./ cba ADVANCED DESIGN Se BUILDING. THEY ARE NOT YO BE USED ON ANY DIRER PROJECTS OR DIMENSIONS OF THIS PROJECT EXCEPT BY WRRTEM AGREEMENTS MIN ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES *RCH ALTER THE INTENT OF THESE DRAWINGS OR SPECFlCARONS ARE TO BE MADE W1HOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT. BERNARD JONES ARCHITECT SEAL• IarI�I CLIENT: ADDRESS: REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: INCH STRUCTURAL NOTES: 1. THE DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE - 2017 6TH 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 = 170 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" 6. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615 GRADE 60 , FABRICATED IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH LAP SPLICE A.C.I. 318-02 SEC. 12.2.3, 30.5" MIN. 7. CONCRETE COVER UNLESS NOTED OTHERWISE ON DRAWINGS TO BE: COLUMNS AND BEAMS ( TO THE TIES): 1.5" GRADE BEAMS" 3" EXTERIOR SLABS ON GRADE: BOTTOM: 1.5" TOP: 2" ABOVE. LAP 36 BAR DIAMETER OR MIN OF 18 8. COLUMN REINFORCEMENT: DOWELS TO BE 48" INCHES , U.N.O. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NON CONTINUOUS COLUMNS. SAME SIZE AND NUMBER AS VERTICAL REBARS 9. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES ( SEE ANY BEAM DIAGRAMS) BOTTOM BARS TO BE SPLICED ONLY AT SUPPORTS, TOP BAR SPLICES ONLY AT MID SPANS. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES U.N.O. ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AT REQUIRED. 10. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS IN FOUNDATION AND BEAMS BENT 36 INCHES MINIMUM EACH WAY AT "L" AND "T' CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BARS( TOP, INTERMETIATE, BOTTOM REBARS ) 11. SEE PLAN FOR MINIMUM SIZE CONCRETE TIE -BEAM AND COLUMN REQUIREMENTS. 12. SOIL STATEMENT: THE NATURE AND CHARACTER OF THE SOIL CONDITION BENEATH THE STRUCTURAL FOUNDATION HAS BEEN PRESUMED TO HAVE AN ALLOWABLE BEARING CAPACITY OF 2,500 PSF AT THE TIME OF CONSTRUCTION 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 CIRUCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER. REINFORCED MASONRY WALLS 1. HOLLOW LOAD BEARING MASONRY UNITS SHALL CONFIRM TO ASTM C-90, TYPE 1, GRADE N, SQUARE END, WITH MIN. AVERAGE COMPRESSIVE STREGNTH OF FM = 1500 PSI 2.. SPEICAL INSPECTOR SERVICES REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE PLACING OF REBARS IN CELLS , VERIFYING THE CLEANLINESS OF THE CELLS TO BE GROUTED AND OBSERVE THE PLACING OF GROUT OR CONCRETE INTO THE CELLS. 3. MORTAR SHALL CONFORM TO ASTM C- 270 , TYPE M OR S. 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING 5. USE OF ADMIXTURES ARE NOT PERMITTED 6. VERITCAL REINFORCING: A. ASTM A-615 PER REINFORCING SECTION B. VERTICAL REINFORCING STEEL WILL BE CENTERED ON THE CELL WITH LAP OF 48 BAR DIAMETERS. C. VERTICAL REINFORCEMENT IS REQUIRED AT EACH SIDE OF AN OPENING IN WALL, AT INTERSECTIONS, CORNERS AND ENDS. REINFORCING SHALL BE AS SPECIFIED OR MIN. NO. 5 BARS HORIZONTAL REINFORCING: PROVIDE #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1'4" HOOKED IN TO THE BOND BEAM AT NON - CONTINOUS END OF REBARS D. ALL VERTICAL REINFORCING SHALL BE REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. "L"INTERSECTIONS. ANCHOR TO COLUMNS WITH LIFT TO BE 8 FT ON H. MINIMUM 4" EXTENSION INTO COLUMN POURED AREA 8. PROVIDE " DOBE TAIL ANCHORS AT 16 INCHES ON CENTER FOR ALL MASONRY PLACED ADJACENT TO ALREADY IN PLACE COLONS 9. CELL FILING CONCRETE SHALL BE "PEA DOCK" CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH fC= 3,500 PSI MIN. AT 28 DAYS. 10. LINTELS: THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE LINTELS PER SCHEDULE WOOD TRUSSES THE BUILDING CODE REQUIRES THE ENGINEER OF RECORD TO INCLUDE WITH ALL RECORD PLANS COMPLETE TRUSS FRAMING PLANS, INCLUDING CONNECTIONS AND LOADING DATA, TO THE BUILDING DEPARTMENT FOR PERMIT . THE TRUSS DESIGNER DELEGATED ENGINEER MUST FOLLOW THE LAYOUT TO THE TRUSSES AND GIRDER TRUSSES AS SNOWN ON THE STRUCTURAL FRAMING PLAN . IN THE EVENT THAN THE TRUSS DESIGN ENGINEER REQUIRES A CHANGE IN THE LAYOUT , HE MUST CONTACT THE ENGINEER OF RECORD (AS SOON AS POSSIBLE AND DURING THE DESIGN PHASE) AND PROVIDE THE PERTINENT INFORMATION (LOCATION AND MANGINTUDE OF LOADS) TO THE ENGINEER OF RECORD. IN THE EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE , PRIOR TO PERMITTTING OF THE PROJECT THE OWNER OR CONTRACTOR SHALL PROVIDE TRUSS SHOP DRAWINGS, FOR THE A/E REVIEW, PRIOR TO START OF FOUNDATION CONSTRUCTION. THE STRUCTURAL FRAMING PLANS OF RECORD WILL BE MODIFIED TO INCLUDE ALL THE INFORMATION CHANGED ON THE SHOP DRAWINGS, AND NEW FRAMING PLANS ISSUED (AT AN ADDITIONAL COST). NO FOUNDATION WORK SHALL BEGIN BEFORE THE STRUCTUAL ROOF AND FLOORS TRUSS FRAMING PLANS HAVE BEEN VERIFIED AND COORDINATED WITH THE ENGINEERED TRUSS SHOP DRAWINGS. 1. DESIGN AND FABRICATED IN ACCORDANCE WITH " NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENERS" BY NFPA. 2. TRUSSES DESIGNED AND SEALED BY FLORIDA REG. ENGINEER AND THEY SHALL BE DESIGNED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, INCLUDING THE PERMANENT BRACING. 3. TRUSS ENGINEER SHALL INDICATE THE NET WIND UPLIFT REACTIONS FOR EACH TRUSS AND 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. EXISTING3/4" SCALE EXISTING EXISTING r EXT. GRADE PLYWOOD W. 2 X 12 RAFTERS AT ROLLED ROOFING PRODUCT 2.5" NO.10 DECK SCREWS 0 4" 24 INCHES,ON PER PRODUCT APPROVAL " C ALL INSULATION TO HAVE FLAME SPREAD INQEX OF NOT MORE SMOKE DEVEW INDEX OF NOT THAN 450 PER 2017 RES. R-30 INSULATION AT A/C SPACES, 5/8" FIRE CODE 2 X 4 CONT.i DRYWALL CLG. BLOCKING EXISTING PORCH / BEAM SIMPSON SP6 PLATE STRAP W/ 4-10 D NAILS EACH FLANGE 1/2 DRYWALL R-11 BATT INSULAI 2 X 6 FRAME 016'O.C. EXISTING CONCRETE FOUNDATION SLAB • • FLASHING DETAIL ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS 2 X12 W/ „r M 'SIPSDN SP 70P RATE STRAP w/S-tm x I.r SIMI VISTA to 1F100S D\RCMJ pSM �EXr. ED 9yyK SI1E HUNG z X STUDS SIR=m E'TA�L U1N PER I1ID STUCOO,zx N1WN'�� )) MASS; 0 1i0.a_ TYPICAL AT NWtnm ARm STUDS IMF BDRI SOTS PAIRS SWPSON MSTA 12 8 -10DS TO INxxnwrAI AND vcrncAL z X Pt BOTTOM PULE S I'SON m TOP PIAIE STRAP W/ Ftm X 1.S sILPBaN EP TCP RATE sMAP W/ 6T_% x I r ANCHOR BOLT TO SEAM OR FUSDATION PER PLANS OR PLANSSTRAP m FLOOR SYSTEM/ BEAM PER STMLCTURAL TYPICAL WINDOW REIFORCING (DOOR OPENINGS SIILAR) -0" OVERHANG EXISTING 2 X 12 FASCIA 8'-0" A.F.F. or PER BEAM PLAN 7/8 NCH HI-RIS LATH AND MUOOO VENT WIN N 2' CONTINUOUS SOFFIT (1) 2 X 6 TOP PLATE W/ SIMPSON MTS 18 024"0.C. AND 6" FROM EACH END TO FASTING BEAM WITH (7) IOD NAILS TO EACH MEMBER IN ADDITION TO (2) 16 D NAILS TO BEAM AT 12-O.C. i STUCCO FINISH ON r METAL LATHE WITH 2 LAYERS OF MOISTURE BARRIER PER CODE AND STUCCO FINISH (ALTERNATE HARDI-PLANK SIDING PER PRODUCT APPROVAL) ,2 X 6 PT PLATE W/ J" WEDGE ANCHORS W/ 6" EMBED. AND 3" X 3" X i' AT 6' FROM ENDS AND 24' O.C. AT END OF EXISTING WALLS r THRU BOLTS W/ 3" X 3" X } WASHERS AT 24"O.C. AND 8" FROM TOP AND BOTTOM '3' X 6' X 2' Z FLASHING IN BED OF CAULK SIMPSON SP6 PLATE STRAP W/ 4-10 D NAILS EACH FLANGE ELEV. F.F. PER PLANS 0 -0 A.F.F. WINDOW FLASHING RA - ON AAMA METHOD 'A-1' / and window manufaCRuree Installations inatructiona / \ ,// SET 1. HOUSE WRAP TO OVERLAP ivvINDOW \ HEAD FLASHING / IN BED OF CAULK WINDOW 2. INSTALL FLEXIBLE SILL FINISHING FRAME EXTENDING 4' BEYOND THE ROUGH SILL OPENING EACH SIDE / FLASHINGJHOUSE- 3. CAULK BEHIND WINDOW FLANGEENTIRE PERIMETER BEFOREINSTAWNG WINDOW WINDOW 4.JAMB FLASHING OVER WINDOW FLANGE FLANGE EACH SIDE EXTENDING 4' INSTALLEDABOVE ROUGH OPENING AND 8' PERIMETER BELOW ROUGH OPENING BED OF HEAD FLASHING IS INSTALLED TYVECAULK5. WRA OVER WINDOW FLANGE EXTENDS B" BEYOND ROUGH OPENING EACH EQUIFLASHING JAMB SIDE S. BUILDING PAPER IS DRAPED OVER HEAD FLASHING \ / \ 7. WEATHER RESISTANT TAPE IS APPLIED OVER THE ANGLE CUTS IN THE BUILDING PAPER 31 IN. METAL TOPP/ RUNNER ATTACHED WITH 2 1.25" DRYWALL SCREWS EACH TRUSS J" FIRECODE AT GARAGE SIDE 25 GAUGE(.015 IN. THICK) , 31 IN. METAL STUDS AT 24 IN. O.C., NON BEARING, 1i 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 " )46" TAPCONS WITH 1" EMBEDMENT TO SLAB) MARBLE SILL IN MORTAR BED WINDOW PER P. APPROVAL FASTEN W/ #10 x 1 3/4" EMB. P,,H. SMS 0 6 C C do / 6 MAX. FROM EN S SILL FLASHING I OVER HOUSE WRAP :RIMETER SEALANT UCCO FINISH ON LATH X FRAME WALL SILL DETAIL (WINDOW) WOOD FRAMED Concrete I Slab TYPICAL PARTITION WALL WIND DESIGN DATA t`O CLADDING- DOORS AND WINDOW 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 T THESE COMPONENT AND CLADDING PRESSURES. ALL EXTERIOR GLAZED OPENINGS SHA BE PROTA2017r WIND BORNE DEBRIS AS PER SECTION 609 FBC THE SITE OF THIS BUILDING IS NOT SUB CT TO ICAL WIND EFFECTS ASPER SECTION 1609.1.1.1 TH. COMPONENT AND CLAnniNG DESIGN .......... R cc IR THE EXTERIOR SHELL OF THIS BUILDINGS ENVELOPE IS DIVIDED INTO 5 DIFFERENT ZONES AS SHOWN IN THIS DIAGRAM: / / 7 (D a o ®� ®� J \L1 I I m I I I© ® I I I WD. HEADER (PER PLAN) STUCCO FINISH ON HI -FIBBED MTL. LATH & 5/8 EXT. GRADE PLYWD. 2x6 P.T. BUCK SET IN SEALANT FASTEN W/ SSV Rp8 x 3" LG. P.H. SMS REWS 0 2'-0" O/C DOOR TRIM DOOR FRAME PER PRO. AP. FAqSTEN TO BUCK IN (2) #6 x 2" LG. P. SMS SSCCREWS 0 2'-0" O/C DOOR TRIM SEALANT (TYP.) STUCCO FINISH HEAD/JAMB DETAIL (DOOR) INSULATION TO /E FLAME ;EAD =X OF NOT MORE IN 25 AND )KE DEVELPED =X OF NOT MORE ,N 450 PER FBC 0 RES. R302.10.1 1 /2 INCH LAYER OF DRYWALL EACH SIDE OPTIONAL 3 INCH SOUND ATTENUATION BLANKET OR R-11 AT GARAGE TILE TO STRUCTURE THRU BUCK W/ 10 SCREWS 0 11 0/C. MIN. 1-1/4" PERIMETER SEALANT NISH ON LATH 8"EXT. PLYWOOD PER PLANS 2 X JAMB 1x4 MIN. P.T. BUCK SET IN SEALANT AND NAILED W 1-i/2" C IL NAILS AT 12" 0/C. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) WOOD FRAMED ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS DOOR SILL TO SET IN 18 GUAGE GALVANIZED PAN 1" DEEP BACK AND TWO SIDES SET IN 1/4" BED DOOR TRIM OF SEALANT WITH SEALANT (TYP.) SURROUNDING CONCRETE AND MASONRY CONCRETE SLAB STUCCO FINISH SURFACES WITH A LIQUID MEMBRANE RECEIVED MAR 2 2r.'t?'y ST, Lucie County, Permitting lgdafdGd(� ADVANCED DESIGN a 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.ADVANCED-DESIGN-BUILDIN G. COM THESE DRAMNGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, NC./ mo ADVANCED DESIGN & BUILDING. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR DnER90N5 OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENTOF THESE CRAVINGS OR SPECFTCATIONS ARE TO BE M WITHOUT OBTAINING WRITTEN PERMISSION FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT: BERNARD -- JONES srgT ARC , E� T - 7Fo � ' SEAL: ARC(, m , ,\ z m DATE-' ��O ` vT ,rQb'------ i-. CLIENT: ADDRESS: DETAILS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH D-1