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HomeMy WebLinkAboutRevisions; Added Double Window in the Master SuiteOFFICE USE ONLY: DATE FILED: �-- / REVISION FEE: - ! J LOCATION/SITE ADDRESS: FILE.Copy PERMIT # Zo 16 - 02—?q RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT R IS PROJECT INFORMATION ruzVISION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC051145 ST. LUCIE CO CERT. #: BUSINESS NAME: GRBK GHO Homes LLC QUALIFIERS NAME: William Handler ADDRESS: 590 NW Mercantile Place CITY: PtSt.Lucie STATE: FL . ZIP: 34986 PHONE (DAYTIME): 772-773-0075 FAX: 561-688-0909 OWNER/BUILDER INFORMATION: NAME: GRBK GHO St Lucie LLC ADDRESS•590 NW Mercantile Place CITY: Port St Lucie STATE: FL ZIP: 34986 PHONE (DAYTIME: 772-773-0075 FAX: 561-688-0909 ARCHITECT/ENGINEER INFORMATION: NAME: Donald J Nuelle ADDRESS: 11634.SW Rowena St CITY: Port St Lucie STATE: FL ZIP: 34987 PHONE (DAYTIME): 561-629-6975 FAX: NIA SLCCC: 9123109 Revised 06130/17 RECEIVED MAR 04. 2021 Permitting Department PROJECT LOG ISSUED FOR PRECON 07.21.20 ISSUED FOR PERMIT 08.14-20 BUYER LATE CHANGE I1-12.20 GENERAL NOTES I. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 r_1.1.1Oki; kTj c11 [11, k THESE PLANS WERE PREPARED USING THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION ABV ABOVE EXT. EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL SCREWS AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD STL STEEL B.F. BI FOLD FR FRENCH DOOR MAX. MAXIMUM SW SNTCH B.P. BI PASS FIN. FINISHED MFR. MANUFACTURER TEMP, TEMPERED BUK. BLOCK FL FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT BLW BELOW G.T. GIRDER TRUSS MIN. MINIMUM T.O. THROUGH OUT BRG. BEARING GA. GAUGE M.O. MASONRY OPENING T.O.&B. TOP OF MASONRY BOND BEAM BTM. BOTTOM GALV. GALVANIZED MONO. MONOLITHIC T.O,PL TOP OF WOOD PLATE OLD. CEILING GFl GROUND FAULT INTERRUPT MTL METAL T.O,LB. TOP OF TIE BEAM OWL! CONCRETE MASONRY UNITS GL GLASS O.H.D. OVER HEAD DOOR TYR TYPICAL COL COLUMN Go GYPSUM WALLBOARD O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE CONC. CONCRETE W. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES CSMT CASEMENT HGT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FEUD DER. DOUBLE HIPS. HOOPS P.S,I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED W/ WITH DISP. DISPOSAL HS HORIZONTAL SLIDING PARTN. PARTITION WC WATER CLOSET DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WD. WOOD DR. DOOR INS. INSULATION PLYWI). PLYWOOD DW DISH WASHER INT. INTERIOR R.O. ROUGH OPENING E.E. EACH END LG. LONG S.C. SOLID CORE ELEC. ELECTRICAL UN. UNEN S.G.Q. SLIDING GLASS DOOR ELEV. ELEVATION LT. UGHT SF SQUARE FOOT E.S. EACH SIDE LT. LAUNDRY TUB SH SINGLE HUNG ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE. SIZE, SPACING BUILDING DESIGNI PRODUCT DESIGN DESCRIPTION AND EMBED. *FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 SHOO OHD 16070 WAYNE DICTION N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P: +28.4 PSF +39.2 PSF -43.7 PST 2-3 4' MIN. EDGE DISTANCE. 6' FROM END -34.7 PSF B FL-20468.5 tAJSED PANEL 30811 THERMA TRU N/A 1/9 TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0 D.P.= +25.3 PSF +50.0 PSF -50.0 PSF DR W/ SIDEUTE 4' & 14X O/C MAX SPACING. -27.7 PSF C FL 22401.3 8080 SGD MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P. +24.3 PSF +55.0 PSF -55.0 PSF 0 12- O/C MAX SPACING -25.6 PSF 1 FL 17499.1 SH 36 Mf WINDOWS & DRS SGL IMPACT 3/18" TAPCONS W/ 1-1/4' MIN EMBED D.P: +25.1 PSF +55.0 PSF -55,0 PSF 0IT O/C MAX SPACING & 2- FROM EDGE -28.4 PSF 2 FL 17499.1 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.- +26.1 PSF +55.0 PSF -55,0 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -31.1 PSF 3 FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +27.6 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2- FROM EDGE -30.0 PSF 4 FL 17499.1 (2) SH 36 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P. +2C6 PSF +55.0 PSF -55,0 PSF 0 0 - 5 FL 17499.1 (2) SH 35 MI NNDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P: +26.4 PSF +55.0 PSF -55.0 PS 010" O/C MAX SPACING & 2" FROM EDGE -30.2 PSF 17 SILT F6ff3 T N / -tf4 IN D.: + 7.6 SF + - 0 Ur O/C MAX SPACING & 2- FROM EDGE -30.0 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. 104-1//4' HORIZ MI WINDOWS & D0 1/4- TMW6 W/ 1-1/4- MIN EMBED (4) FASTENERS PER CUP 10P & 81M.MAX, 37.7 PSF 54.0 PSF -5CO PSF FL 15353.4 83' VERT, ROOFING NOA NO. 19-031Z04 GAF 12 GA GALV ROOF NAILS, MIN 3/$ PEN. N/A N/A GAF TIMBERLINE HD SHINGLE (6) NAILS TOTAL PER "GE ROOFING N/A MEMBRANE 3D/ FELT N/A N/A UNDERLAYMENT ASTM D-226 #30 FELT BUTTON CAPS 12" GRID, 6" O.C. AT A MIN. 4 HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4" O/C) W/ 1-3/4° EMBED. N/A N/A PER MAIL FILE COPY kAkA 0-0 e CODE COMPLIA ST. L CCIE COU ( �?OCCoI Tam MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE AS1M C SO-SO. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. FTHERP HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8'-0' 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND VERY. MAX. AND ALL O OTTER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 2 MORTAR TYPE M PER ASTM C 27D-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. ALL, GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2 ALL WIRE SHALL BE THIN COPPER. UNLESS NOTED OTHERWISE. 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING MASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST RENEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24- HIGH, 20' WIDE, AND MIN. NET 3• FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND SA S.F. FOR lot FLOOR WINDOWS THE OFFICE FOR RENEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS NTH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. B. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WTI A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL AUGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN HVHZ FIXED MASS THICKNESS SHALL COMPLY NTH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR RENEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBIUTY TO & PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. 0. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. COLUMN SCHEDULE 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS 7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE COORDINATE LOCATIONS WTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE UL APPROVED AND AS CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. HORIZONTAL: 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE UNTEL (MARK "L") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 5. GENERAL MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 2. ALL BOND BEAMS (MARK "BB° REINFORCING SHALL BE CONTINUOUS THROUGH BOND A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ ASC.E. BEAMS ONLY. ALL SPLICES TD BE A MINIMUM OF 48 BAR DIAMETERS. B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK CEMENTTOUS MATERIALS AND THE WOOD AS PER CODE. 7-10/T.ATI 602- B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 5COMME ARK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTNG SHELL COMPLY WITH NEC SEC. 410.8. COMMENTARY ON 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 18. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VER71CAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWRE FOR GARAGE DOOR OPENER SENSOR. 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS NOS' (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS), 1& ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFT OVER 4'-0' HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEAMNG AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. BEFORE GRWTNG. CONCRETE WORK SHALL IN ACCORDANCE WITH AC 31 -11 AND Aq LOST ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PS IN BENDING FOR A SINGLE MEMBER USES 90 PS 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 16 OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4- BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2- UNFORMED 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB NTH FIBERMESH CONCRETE BELOW GRADE-3' 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C. PLUMBING NOTES ON 0.006 VISOUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG 3. REINFORCING STEEL GRADE 60 (FY=50.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12- O/C MAX. 1, ALL PLUMBING FIXTURES STALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE &M.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.&F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHOWING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD 4 ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS. FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8' MAX) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REOUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEC, 7/16" CROWN METAL MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28- MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'. MTL FRAMING SELF TAPING SCREWS /12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE S. INSTALL CHASE PIPE FOR HVAC, 6. AU. MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL DE SUBMITTED, BUT ONLY IF 7• DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE 15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL 1-1/2" LONG AND .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 25M PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. MERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE LAP 48 BAR DIA MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL' I AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). PROPOSED SINGLE FAMILY RESIDENCE BY: MARLIN 3 LOT 40 PORT SAINT LUCIE COPYRIGHT 2020 TYPICAL "MI" WINDOWS 18d" 36" 52d" 251n SH 15 SH 25 SH 35 SH H35 ■ ■ ■ ■ ■ ■ ■ ■ M.O. 20 1/8' M.O. 38' M.O. 54 1/8- M.O. 27 1/2' 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 1 P.T. WOOD BUCK P.T. WOOD ®- 38• I 70" I 38" � I SH 35 J � ZTV P. BAY WINDOW 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WTH SOLD WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN f (35 MM) THICK, SOLD OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 LESS THAN if (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) Z DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATIN(�THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN YIELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E7OXX. I SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN P (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SCE. LOCATION LLYE IJFAQ BARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 20 12 0 32 ATTIC 20 10 0 30 M. ULTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS P Lw 2x P.T. WOOD BUCK SHOWN TYP. M.O. 35 1/4' W M.O. 37 1/4' W M.O. 41 1/4" W M.O. 55' W M.O. 78 1/2' W X 98 1/2- H X 98 1/2- H X 98 1/2' H X 98 1/2' H X 98 1/2' H EDGE OF SLAB EDGE OF SLAB DGE OF SLAB EDGE OF SLAB- FjrEDGE OF SLABQ 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 26, 5/4" BOARD OR 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PUN SYMBOLS LEGEND FILE # DETAIL 4 DWa 2 INTERIOR F1 LE SCALE ELEVATION 3 DETAIL owc SCALE C# COLUMN LABEL F# SECTION FOOTING LABEL DWa. SCALE POT SHELF HEIGHT AS NOTED SECTION DN1. SCALE. FY!/!1//!1//1l//1!!/d HEIGHTEAS NOTED P�EDOUO�V. SEE JAW®COL #, IN ERIIOR ELEV• MASONRY CONSTRUCTION SCALETYPICAL B� BEAM LABEL ■■ GROUT FILLED CELL SEE FOUNDATION PLAN QREVISION NON -BEARING FRAME CONSTRUCTION NORTH ARROW BEARING FRAME CONSTRUCTION /�- BREAK UNE ELLS BEAM HEIGHT CHANGE o r 4• a scAeF�1� GRAPHIC SCALE Q'-Q" FIN. FL SLAB FLOOR EIEVATIONIqlIf i� LL, L w J y rn z ui W 7 Lu ` 0La Lu z ❑ y y y 166 r ,n orn a m O a C I---O a fCI A o v Rco c CT CI ++ N Lo _ L 2 C c O c to n C �p ro c W -p 42 -o +a fC0 fC0 .2E f1 O cr pFmm S O1 C *Z3 p (7 cn Lu v 0) tf cu O _ O $ 10 (D aLI t O �d b d' O J IY3 Ln Z R O W i Lo N f cD • : i S . L CIE CO NT C)CC3 c(/ M v Lu r t r.M J U Lu p[ i--i U J O� �J LrI 1/4" = 1'-0" U.N.O. COVER SHEET C1 MYRTLE i PSL 40 COLUMN SCHEDULE MARK QTY SIZE TYPE DESCRIPTION 8x8 CONIC. BILK. W/1 FULLY GROUTED CELL W/1-#5 VERT. EA. CELL C-1 39 BLOCK ® 8'-0' O/C MAX. OR AS LOCATED ON PLANS C-2 6 8x16 CONC. BLK. W/2 FULLY GROUTED CELLS W/1-#5 VERT. EA. CELL BLOCK C-3 2 8x12 CONC. BILK. W/1 FULLY GROUTED CELL W/2-#5 VERT. BLOCK FOOTING SCHEDULE MARK SIZE WxD) REINFORCING DESCRIPTION DETAIL NO, F-1 20' x 18" W12 15 CONT. BTM. EXTERIOR MONOLITHIC TYPICAL 1 F-2 20' x 18" W12 15 CONT. BTM. EXTERIOR MONOLITHIC ® RECESS 38 TE-1 10' x DROP x CONT. W1115 CONT. THICKENED EDGE AT DROP 34 a" MAICHINGUURLSYUR 8' MA COLUM 48 BAR DIA. Him. STD. NOOKS cot FIBERMESH OR z FIB1 WELDED WIRE MESH c� J RE d TRANSVERSE REBAR z WHERE OCCURS } SEE FOOANG SCHED.fI }. TJYI.' eZE SC� O EXT. CONT. MONOLITHIC a` w MESH `e _ 1-15 CONT. 3" MIN. COVER 10" 34 THICKENED EDGE #1 MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY L.� FOOTING SEE SCHEDULE SCHED. 38 EXT. CONT. MONOLITHIC OVERHEAD GARAGE DOOR OHD RECESS zo" DRIVEWAY If GARAGE INTERSECTION FIXTURE SCHEDULE QTY NAME 1 DBL. KIT. SINK 1 DISH WASHER 3 LAV BOWL 2 SHOWER VALVE 2 1 TOILET 1 TUB 1 WASHER CONC. POURED FILLED CELL STL. PER PLAN DOWELL & EPDXY (1) 15 REBAF INTO SLAB 0 FILLED CELL LOCA W/ 4" MIN. EMBED. INTO SLAB MISSED COLUMN STL, DETAIL a TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN ONC. SLAB & ONOUTHIC r0UNM10N PER PLAN 48 BAR DIA. SPLICE L 8'x8' PRECAST :}'( LINTEL SEE LINTEL Y SHOP DWGS. FILL COLUMNS Y AND LINTEL SOLID W/ GROUT lw 8 x8" FILLED CELLS W/ 1 5 VERT. (TYP.r TYPICAL DETAIL LINTEL ON COLUMN A A4 5 -o" 14'-4" 2 '-4" 14'-4" 7'-2" 71-2" 7'-0" 14'-4' 71-2' 7'-2" 40 0 HB C2 C2 OHEAD �v 8 0" 8'-0" I---------------� I F1 I I F1 I • I F1 I ■ 5'-8" ■ F1 } ■ I I C e HEA ®U C2 I °" ■ ■ ■ ■ • IL------------- --- -----------------J ■ I i F1 I F1 � • 10 I °'-°�_ • FIN.. FLOOR sLae I _ _ I I NOTE: ALL FOOTINGS ARE F1 U.N.O. I Fcj ALL COLUMNS ARE Cl U.N.O. 4'-8" FORM SHOWER PAN I I �I I 1 1/2' LARGER ON ALL SIDES THAN ACTUAL 1'_6. I I I MNISHED DIMS. SHOV9I HERE r I L � �/ • SUPPLY U.G. POWER & WATER TO ISLAND aD I F2 I r o — 0 _ 10'-5' 8'-5' S'-3" 2'- " A/C CONDENSATE ® I o I UNDER SLAB p❑ I 1 L— I I .IL--J ■ I I 4. NOTE: FORM GARAGE SIDE DEMISING WALL RECESS 1-1/2" SMALLER THAN ACTUAL FINISHED DIMS SHOWN HERE /—j� ■ I 0 I ■ I F1 rl — — — 20'-0" I *' 8" W X 5-)f D RECESS • ■ "j2 I t'Bl ■ FOR PAVERS (FOOTING DEPTH MEASURED FROM L ELE(T. & CHAU // BOTTOM OF RECESS) W/ FRAME-OUIT I I 6" W X 3/4" D RECESS SEE DTL. SHEET A-(L BEHIND (SLOPED) ■ I F1 I o 7n O I � 1' I F1 I I I-----------N L — — — — — — — — I • • ■ OI C2 A C2 I--- --------- —Fl —---------LI SITEP� C M OHEAD 8. 0 0" HEA 8._ . 1 11'-2" 6'-1" 2' 4' 2'-4" 2'-0" 1'-4" 16'-0' L Z-0' 23' -4' 5'-4" -0" a A4 REVISION REVIEWED F01' CODE COMPLIAN, ST. LUCIE COUN 13OCC PROJECT LOG ISSUED FOR PRECON 1 07-21-20 ISSUED FOR PERMIT 08-14-20 BUYER LATE CHANGE 11-12-20 w Li w o m ui S LL J w Z � W Z N Z Q a Fo o O L a Vf O O Im wa 7S v v w to n E cu o n0 u �Q As cf c 3 a�Y.yRe > °° a w � � C3 -0 o 0 ro �C7 a�vy-p CL el_ p O 0 0 Q ++ E E -8 N O �w o Z V V f M U LJi Z a r uj U w 0 J U E2 Lu U J F— O O LLn 1/4" = 1'-0" U.N.O. FOUNDATION FTV MYRTLE PSL 40 CALCULATIONS TOTAL U/A 1841 S.F. COVERED ENTRY 41 S.F. COVERED PATIO 188 S.F. GARAGE 432 S.F. TOTAL AREA 2502 S.F. ADOL11ONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" IN MASTER SHOWER AND 7-0" IN OTHER LOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6. R-40 BLOWN IN INSULATION AT ALL A/C AREAS 7. IMPACT ALL WINDOWS. IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TOTAL AIR VOLUME CUBIC FEET = 23697.1 U VALUE SHGC TYP. WINDOW IMPACT .62 / .25 VERTICAL HEIGHT SEPARATION IS 8" WINDOW SCHEDULE NUMBER SIZE DESCRIPTION WIDTH HEIGHT 1 4'-5" 6'-0" SH 36 EGRESS 2 4'-5" 6'-0" SH 36 EGRESS 3 2'-4" 3'-2" SH H33 TEMP - - ®„ 5 9'-0" 5-3" 2 SH 35 EGRESS - - P R 40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302,10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.1 Et R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. FINISHED CEILING OPT. 2x WD BLOCKINC EACH SIDE OF N FOR MOUNTING 2x MTL. STUDS TYP. FINISHED FLOOR GARAGE CEILING TYP. MEDICINE CABINET 15" EXT. DOOR SCHEDULE LETTER SIZE DESCRIPTION WIDTH HEIGHT A W-O" 7'-0" OHD. B 4'-6" 8'-2" 3080 EXT. DR. W/SIDELITE (MAIN EGRESS) C 8'-01, 8'-01, SGD. INIT. DOOR SCHEDULE LETTER QTY SIZE DESCRIPTION YI7DTH HEIGHT D 7 2'-8" 8'-0" INT. DR. E 4 2'-6" 8'-0" INT. DR. F 2 6'-0" 8'-(r IINT. BIPASS DR. 6 2 1'-6" 8'70" INT. DR. 2 (iD SM.S. POP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECMN 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- '2' STUDS 0 16- 0/C) (2x6 STUDS 0 24' C/C) W/1 FULL LEIYGIH LATER OF i/2' 1YPE GYPSUM WALLBOARD APPLIED VER71CAdlY &ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH WE 0 12" 0/C CONL 25 GAUGE METAL TMCTIS TOP & BOTTOM CMC. FLOOR SLAB HIL TI PINS .145' VIA x 1' LG 0 16' 0/C W/ 1- WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BLOCKING SCALE 3/4' = 7'0' '62 TOP & BOTTOM ES STUD RMSHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24' 25 GAUGE CHANNEL SHAPED STUDS 24' O/C W/1 FULL LENGTH LAYER OF 1/2" E GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' O/C CONC, FLOOR SLAB HIL TI PINS .145' D1A x 1 " LG 0 16' 0/C W/ 1' WASHERS (!)INTERIOR PARTITION A.2 3/4" = 11-011 CEILING 16" TYPICAL FRAMING 0 16" O.C. z FLOOR RO CEILING ELECT. a PANEL o BACK TO g N 0 J BACK W/ 7 w METER I N w J W a= _o N U cr M GARAGE FLOOR FINISHED FLOOR11 — ELECT. PANEL / CHASE SOAP NICHE WASHER DRYER 28-1/2' SPACE VENT :4 i ac 12' - DRYER VENT LOCATION AC CONC, PAD DETAIL N.T.S. REVISION rtir_r4C.vvrw curl ;ODE COMPLIANCE ST" LUCIE COUNTY socc PROJECT LOG ISSUED FOR PRECON 07-21-20 ISSUED FOR PERMIT 08-14-20 1 BUYER LATE CHANGE 11-12-20 LU n. o W `vl J r a Uj W W L = W$ J Z K W J L W ly � N J Z Z Q a Z m O d a cn to r_n G 10 T w @ a o a -m 0 rn w a .g O�_ O C9 to c In 2 a Qazyomcc =� l�-0� 8 .J 5 1 "' M E a�i E E 9 $ E-0 o 0 d 0 1E O o Uffi w Q ]C cc IW— H t JOSE ! Lo v U Y�I U FLOOR PLAN A-2 J Z O o� JJ r� 0 J m z 2 ce w 0 r� Q r h C'` CN t®. 1\ J LL_ z 0 U W 1-r ..J N MYRTLE PSL 40 MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. SCORED STUCCO W/ _ 8" DIAGONAL SPACING a = 5.0" P = +26.1 PSF 2 -31.1 PSF SCORED STUCCO W/ 8" DIAGONAL SPACING (NO OPENING) �jD.P= +26.1 PSF -28.4 PSF ASPHALT SHINGLES, TYP. = 5.0" /per D.P: +25.3 PSF 28.4 PSF 27.7 PSF (A� P +34.7 PSF V FRONT ELEVATION - CLASSIC v mwwm 11...11 N—.e DECORATIVE CEMEN71TOUS FINISH ON BLOCK WALLS, TYP. 13'-6" T.O.G.T. ZV T.O.B.B. SMOOTH STUCCO BANDS, TYP. 0'-0" FIN. FL. SLAB 9'-4" T.O.B.B. _0-0" FIN. FL. SLAB REAR ELEVATION nnwn rnwn w METER INSTALL DECORATIVE WALLS, TYFI. FINISH RIGHT ELEVATION - CLASSIC ON SLOG( WALLS, TYP. PROJECT LOG ISSUED FOR PRECON 07-21-20 ISSUED FOR PERMIT 08-14-20 BUYER LATE CHANGE 11-12-20 9'-4" T.O.B.B. M w n W R m J �� LLl W z =J LL Ld J W Z � m J o° o Q Z ^ O L a I� U 0_0" FIN. FL. SLAB t Z O N ce Q J m N z a Ln ce 0 i LLJ ## C, cD CN J L}}L C]C 0 Z � O J U Lu ~-' � ® J i Ln (~ 1/4" = 1'•U" U.N.U. ELEVATIONS A-3 MYRTLE PSL 40 "LOTT'S" LINTEL BEAM SCHEDULE 1B 1T LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2106 250 788 100 8F34-1B/1T 2 100 0 2 7 8 100 SF -1 iT 3 10'-6" 1664 250 830 100 8F16-1B/iT 4 4'-0" 5 6 0 51 10 5 9'-4" 2000 815 1027 115 8F16-1Bf1T 6 10'-6" 1664 250 830 100 8F16-1B/1T 7 3'-6" 10000 250 7428 100 8F16-1B/1T 8 5'-4" 5809 250 3057 100 SF16-1B/1T 9 5'-4" 5809 250 3057 100 8F16-18/1T 10 5'-8" 3792 728 2309 105 SRF14-1Bf1T #s REBAR AT TOP PROJECT LOG MIN. (1) REQ'D ISSUED FOR PRECON 07-21.20 1-1/2" CLEAR ISSUED FOR PERMIT 08-14-20 1 BUYER LATE CHANGE 11-12-20 r Ar F = FILLED WITH GROUT / U = UNFILLED a ° 4 C.M.U. w QUANTITY OF #5 REBAR AT a BOTTOM OF UNTEL CAVITY z GROUT 8 F 16 -1 B % 1 T � �; IREINFORCING RIES) • • NOMINAL HEIGHT QUANTITY OF /5 LNOMINAL WIDTH REBAR AT TOP 7-5/0- ACTUAL ° NOMINAL HEIGHTA a �;. A4 P s; W IN -179 REVISIO W TYP. 0 WALLS BUB BFi6-OB/iT 8F16-iB/1T BF24-08/iT BF24-iB/iT 8F30-iB/iT A5 N J r A o O O O -- w J ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- ---- ---- ---- ---- ---- ---- -- ---- ---- ---- ---- -- _ w w ---- ---- — a LL J Z w J I I y I I ) o Q CODE COMPLIANCir O ST. LUCIE COUNTS o 2 BOCC A5 I I � I I � o C C (A � = J a, ILAC CCC111 C j C N O Z o , O O rn a� te aw s-�o=•�i �' c 3 I I •3 a> ]G •ag a� •y � � NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER I — a poi ,� Ace ENG. AND APPROVED WOOD TRUSSES SEE FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE E a o DISCREPANCIESTM WALL o w J AND OVERHANGnCOND171DNSON FOR TUAL HEEL I c o = rn PRE-ENGINEERED WOOD t4" ONNECTOR N07E I I O z R0� TRUSS 0 24" 0/C . MFR. SPEOFICA710NS o �, o Ln � 2 SIMPSON MGT W/ 22-10d 00 I � V) o' o aJ o o L7 w NAILS INTO TRUSS LLj a"'i E `� m SEE PLAN I -- �O I I Z y p uj CONC. TIE BEAM ORMASONRY BOND BEAM II ORY BOND BEAM (1) 5/B" ANCHORSTOP INTO BEAM W/L 5" MIN. EMBED. A5 SET IN EPDXY I o o I MAX. UPLIFT = 3965 I i00 d A5 CONNECTION DETAIL A5 CONNECTION DETAIL z I 3 � E L CONT 2x4 VERT, 0 2'-0" o/c — o — — — M NAIL TO TRUSS W/ (3) 16d NAILS PRE ENGINEERED TRUSS 19/32 EXT. PLYWD. SHEATHING O7 zI7 h i U NAIL PER DIAPHARCM SCHEDULE Li — N 0 y = 6 Nj3 W C — a :. c o DROP LEG BY — — — r- I y V r"s TRUSS MANUFACTURER VIEW 2 1 ® `n SEE TRUSS CONNECTOR CONT 2x4 HOZ. NAIL TO VERT CV x N SCHEDULE W/ (3) 16d NAILS. 5 A5 A5 VIEW 1942 EXT. PLYWOOD a SHEATHING BOTTOM �—CONCRETE OR MASONRY BEAM TYPICAL �I SECTION AuO NON-WIND EXPOSED WALLS ONLY 3AJ A5 CONNECTION DETAIL A5 CONNECTION DETAIL A5 I I I 4 I I I I I I I 5/8" ROOF SHEATHING W/ — 10d NAILS 0 4" 0/C INTO M -- - ---- ---- ---- ---- ---- ---- ---- 2x4 SP BLOCKING - - -- - - — ---- V PRE-ENG. WOOD TRUSSES 3 ADD P.T. 2x SEE IYP. WALL SECTIONS AS NA LER TOP AND BETWEEN A5 p[ ACTUAL HEEL AND Z OVERHANG CONDITIONS ____ ____ ____ ____ ____ TRUSS LEGS FOR N O O CONTINUOUS PATTERN �% (1) 'USP RT22T" STRAP. NAILING PATTERN J PER DIAPHRAGM U FASTEN TO DBL TOP PL, W/ SCHEDULE. � Lu (7-10d) NAILS EA. SIDE STRAP DBL. TOP PLATE TO STUDS W/ USP "SPTH6" 4 J U-STRAP OVER TOP PLATE 12- AND DOWN EACH SIDE W/ kD C (6) 10d NAILS (TYPICAL) O Ln 2x6 STUDS 0 16" 0/C USP MSTA 21 STRAP EA. STUD A 1/4" = 1' 0" U.N.O. NAIL W/(B) 10D NAILS AND TO A4 TIE/BOND BEAM W/ W/(3) 1/4"X2-1/4" TAPCONS \ FRAMING 5/8" WEDGE ANCHORS 0 24" /C W/3"x3"x114" STEEL WASHERS EMBED (4) MIN. A-5 TIE BEAM OR BOND BEAM SEE TYPICAL TRUSS CONNECTION DETAIL MYRTLE FOR 1RUSS'S BEYOND A5 CONNECTION DETAIL �( ALLOWABLE LOAD 1061 j/TRUSS UPLIFT PSL 40 ® DUPLEX RECEPTACLE $ SNITCH f AT 12" A.F.F. T SINGLE POLE DUPLEX RECEPTACLE SWICH B AT BASE 3 714REE WAY DUPLEX RECEPTACLE $ SNTCH a AT 8" ABV. COUNTER 4 FOUR WAY E) DUPLEX RECEPTACLE $ SNITCH FLUSH IN FLOOR i R RHEOSTAT DUPLEX RECEPTACLE $ SWTCH II GFI GROUND FAULT o DIMMER DUPLEX RECEPTACLE SNITCH TOP REC. SNITCHED x KEYED �wp DUPLEX RECEPTACLE C$I SECURITY WATERPROOF I KEYPAD �Z_ DUPLEX RECEPTACLE JUNCTION Ilua UNDER COUNTER BOX INTERCOM © DOOR STATION I CHIME ELECTRICAL SCHEDULE QTY NAME 8 CGFI_RECEPT 2 DED_RECEPT 1 DOOR CHIME 3 DUP220_RECEPT 24 DUP_RECEPT 3 EXHAUST FAN 5 FAN BOX 5 FLOUR. CLG. FIX. 1 GARAGE OPENER 7 GFI_RECEPT 26 HI HAT 1 HI HAT_VP 1 HVAC STAT 2 INCAN. CLG. FIX. 2 INCAN. WALL FIX. 3 SO 2 SDCM 5 SDUP_RECEPT 28 SWITCH 2 SWITCH DISCONNECT 6 SWITCH-3—WAY 3 TV 1 UCDUP_RECEPT 1 USBDUP_RECEPT 4 WPDUP_RECEPT ELECTRICAL SYMBOLS 4 TELEVISION JACK PRE IMRED e C��,(LS NEST DETECTOR SECURITY ® RECESSED EYEBALL TUSBUSB STATION O ® V. 220 RECEPTACLE AT 120 A.F.F. HVAC 7HERMOSTAT INTERCOM A7 60" A.F.F. TELEPHONE OUILET AT 120 A.F.F. TELEPHONE OUTLET FLUSH IN FLOOR sD ® E�1 qp V FLOOD LIGHTS SMOKE DETECTOR SMOKE / CARBON MONOXIDE DETECTOR SW17CIi DISCONNECT PADDLE FAN W/ OR NO/ LIGHT FLUORESCENT g F.P.&L. MEIER & DISC. BREAKER PANEL EXHAUST FA FAN EXHAUST FAN W/ LIGHT LV DOOR RELEASE ® y F `I' ®SPEAKER IN CLG. FIXTURE CLG. MNIED. INCANDESCENT LICHT ^ Y FUME CONTROL SPEAKER WALL OURET F7X711RE CENJNG MNTED. INCANDESCENT LIGHT OUADRUPLEX RECEPTACLE FIXTURE WALL. MNTED. SPEAKER HOME RUN ® HI HAT CLG. MOUNTED TR LOW VOLTAGE TRANSFORMER CATS HOME RUN ® HI HAT VAPOR PROOF FB FAN BOX IN CLG. NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE: THERMOSTAT TO BE 62" A.F.F. AND 9" HORIZONTALLY FROM ANY CORNER OF WALL OR OPENING PER PLAN *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. ELEC. PANEL "UNIT A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 ELECTRIC COOKTOP 2 20 6 10.0 0 1 WALL OVEN 2 50 6 10.0 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 9 GEN. LIGHTING 1 15 14 6.1 0 1 st 10,000 at 100% = 10.00 REMAINDER AT 40% = 14.80 A/C LOAD AT 65% = 6.24 TOTAL = 31.04 x 1000/240 = 129.3 AMPS CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 1841(SQ.FT.) x 3 (WATTS/SQ.FT.) = 5532 / 9 (GEN.LTG,GR.) = 613 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALCS. ONLY. 200 AMP SERVICE METER DISC. COMBO O (1) SETS OF (3) 1*/0 AWG. 7HNN IN 2 CONDUIT "A" PANEL 200 A 5/8" COX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM i i I All 1ZEVISION +,cV1CVVtU FOH :ODE COMPLIANCE GT. LUCIE■■�„aCe/1OUNTY Fi 0cc. PROJECT LOG ISSUED FOR PRECON 07-21.20 ISSUED FOR PERMIT 08-14-20 BUYER LATE CHANGE 11-12-20 W EZ W J ui W a, _ J Z W w z y J LL Z a Z Q r Z O e 1� L a y ro p C p 2 t � Z 'i ce 73o L C7 AR p++ W Z. V N E 7S O fp W .2 E E -0 2 { c '� W > v O En d o a L9 � o0 H 8 -t-2 in ,� V CC tO a, Ln t Z O N 2 J CO Ln w Ce Ce O • f 0 _ CO 0 J LL C Z LU O p� U W U O LLnn ELECTRICAL E-1 MYRTLE PSL 40