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HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR PRECON 07.21.20 ISSUED FOR PERMIT 06-14-20 GENERAL NOTES 1. 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 SMALL 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 ABBREVIATIONS 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 SWITCH B.P. BI PASS FIN. FINISHED MFR. MANUFACTURER TEMP. TEMPERED BUN. 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.B. TOP OF MASONRY BOND BEAM BIM. BOTTOM GALV. GALVANIZED MONO. MONOLITHIC T.O.PL TOP OF WOOD PLATE CLG. CEILING GFl GROUND FAULT INTERRUPT MTL METAL T.O.T.B. TOP OF TIE BEAM CMU CONCRETE MASONRY UNITS GL.. GLASS O.H.D. OVER HEAD DOOR TYP. TYPICAL COL COLUMN GWB GYPSUM WALLBOARD O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE GONG. CONCRETE GYP. 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 FIELD DBL DOUBLE HPS. 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 PLYWIO. PLYWOOD DIN DISH WASHER INT. INTERIOR R.O. ROUGH OPENING E.E. EACH END LG. LONG S.C. SOLID CORE ELEG ELECTRICAL UN. UNEN S.G.D. SLIDING GLASS DOOR ELEV. ELEVATION LT. UGHT SF SQUARE FOOT ES. 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 DESIGN PRODUCT DESIGN *FILL DESCRIPTION AND EMBED. ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHD 96070 WAYNE DALTON N/A W/ 1-1/4" WASHER & 2-3/4' MIN. EMBED. D.P: +28.4 PSF +39.2 PSF -43.7 PSF TUER MA TRU 2-3/4' MIN. EDGE DISTANCE. 6' FROM END -34.7 PSF B FL-2046&5 AISED PANEL 308 N A / 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 - D.P.- +25.3 PSF + .0 PSF -50.0 PSF ED DR W/ SIDELITE MI WINDOWS & DRS 4" & 14.5' O/C MAX SPACING. -27.7 PSF C FL 22401-3 8080 SGO SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EFRED D.P: +24.3 PSF +55.0 PSF -55.0 PSF MI WINDOWS & DRS 0 12' O/C MAX SPACING -25.6 PSF 1 FL 17499.1 SH 36 SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P: +26.1 PSF +55.0 PSF -55.0 PSF MI WIND(&DRS 010' O/C MAX SPACING & 2' FROM EDGE -28.4 PSF 2 FL 17499.1 SH 36 SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +26.1 PSF +55.0 PSF -SSA PSF MI WINDOWS &DRS 010' O/C MAX SPACING & 2' FROM EDGE -31.1 PSF 3 FL 17499.1 SH H33 SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +27.6 PSF +55.0 PSF -55.0 PSF MI WINDOWS & DRS 010" O/C MAX SPACING & 2' FROM EDGE -30.0 PSF 4 FL 17499.1 (2) SH 36 SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +24.6 PSF +55.0 PSF -55.0 PSF 011Y O/C MAX SPACING & 2' FROM EDGE -28.9 PSF 5 FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P: +26.4 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -30.2 PSF 6 FL 17499.1 SH H33 MI WINDbWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P: +27.6 PSF +55.0 PSF -55.0 PSF 010' 0/C MAX SPACING & 2' FROM EDGE -30,0 PSF PRODUCT MODEL MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS ft 1W 4' MAX. -1/44 HORIZ MI WINDOWS & DOORS 1/4- TAPCONS W/ 1-1/4- MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL MAX. 83' VER . ROOFING NOA NO. 19-031Z04 GAf 12 GA GALV ROOF NAILS, MIN 3/4" PEN. GAF TIMBERLINE HD SHINGLE (6) NAILS TOTAL PER SHINGLE N/A N/A ROOFING N/A MEMBRANE: 30# FELT N/A N/A UNDERLAYMENT ASTM D-226 #30 FELT BUTTON CAPS 12' GRID, 6' O.C. AT A MIN. a HEAD LAP SIDING STUCCO N/A N/A N/A N/A SOFFIT 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS STUCCO N/A SPACED 0 EVERY HI RIB (e 0/C) W/ 1-31V EMBED. N/A N/A PER NAIL MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C ASTM GRADES NI OR III. PROVIDE PRECAST 00-90. LINTELS AS NECESSARY. (fm = 1500 PSI) R i. PROVIDE P.T. HORIZONTAL 0 COILING & WALL INTERSECTIONS OR B'-0' O/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 AN VERY. MAX AND ALL OTHER LOCATIONS PER F.B.G SECTION 718 OTHER SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. Z ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL 'WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PS PEA ALL WNDO% 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 SO' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SIDING GLASS 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. WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS RECORDINGLY. CORD COPPER OF EQUAL AMPACITY. 4. REINFORCING: 3 EGRESS WNDOWS 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 5.0 S.F. FOR Hat FLOOR WINDOWS THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). :BOTTOM OF THE OPENING SHALL NOT BE YORE THAN 44' ABOVE THE FLOOR. THE DESIGN. 8. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WTH 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 ALIGNMENT, EVEN T1011fil IT IS N AN 4. IN AREAS OTHER THAN H FIXED THICKNESS SHALL COMPLY WITH SECTION 241E ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. HIC ALLOW ff F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW 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 RESPONSIBILITY TO 8. 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. 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. D. 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 CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MSC, EQUIPMENT. SHOWN ON PLANS. E VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MN. OF 6" ABV. ADJOINING GRADE COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS TO THE TIE BEAM. PRECAST UNITES SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS 10 DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE UL APPROVED AND AS CONTINUE UNINTERRUPTED. SCHEDULE NOTES SELECTED BY BUILDER. HORIZONTAL, ,BEAM ALL INTERIOR BOTTOM EACH ACH R STUD, AS PER CODE. LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND 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 '1387 REINFORCED SHALL BE CONI7N0005 THROUGH BOND A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ ASC.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. 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 INCREASE) 8' TD FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/AS.GE 7-10/T.M.S. 602- YR]RIC 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFlCAIICNS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH UGHTING CIRCUITS FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERS) AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL, 17. PREWIRE 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 I. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 GAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, UFT OVER 4'-0' HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS DWELLING UNITS. BEFORE GROUTING CONCRETE WORK SHALL BE IN ACCORDANCE WITH AD 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 16 OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER 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. 1 1 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED PLUMBING NOTES 1. FLOOR SLAB TO BE 4" THHICK POURED CONCRETE SLAB WITH FlBERMESH CONCRETE BELOW GRADE-3' 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 0 24' O.C. ON 0.006 VISQUEEN (OR EQUAL) ON CLEM WELL COWPX7ED FILL STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 1 REINFORCING STEEL GRADE 60 (FY=60.D00) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAI OF CONCRETE RENFORCE]ENT SMALL BE IN ACCORDANCE WITH 'THE MANU"L 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 804.3, F.B.G STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY 'HE SUBSTRATE AT 4- O/C AS FOLLOWS; 3. COLUMN AND WALL CENT CENTERLINES SHALL COINCIDE WITH FOOTING CENTETUES 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. 'PPORT FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION �1 ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.R. FOOTING DESIGN BASED 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SC 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. ALL LOADS DURING CONSTRUCTION . FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-1 OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN REQUIRED FOR ARCHITECTU L B. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQU� 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 SANG COMPA DETAILS OR FIT BLOCK COURSING DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINd W AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL 6. INSTALL CHASE PIPE FOR HVAC. MINIMUM OF 95X MODIFIED ASTM D 1957 157. 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 USED FOR SOFFITS OR CEUNGS 6. ALL MONOLITHIC FOOTINC1�j HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSTS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE SULDIN § OFFICIAL. DOWELS AS VERTICAL BARS ABOVE 1-1/2' LONG AND .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8 REINFORCING STEEL SHALL BE LAPPED 48 BAR CIA. MIN. WHERE SPLICED AND SHALL BE 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL �NDTOGETH� PROVI�CORINEER�Bi��ELSIZE AND NUMBER AS HORN BENS WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH E 'FLORIDA BUILDING CODE MECHANICAL' 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION S VERY HEAVY PER TABLE R301.201 AND CHAPTER 28 OF THE FLORIDA BUILDING ipD 0. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD PRACTICE FOR DETAIUNG REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED 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)• 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC'SPECIFlCATON FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SCUD WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN f (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) LESS THAN f (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS SINGLE FAMILY RESIDENCE BY: 2 DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) =PR,OPO!ED WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. & THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. , ^ AM P• l LflLiL!j41!jL0a] MARLIN 3 LOT 40 LOCATION LLVE a& PART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 20 12 0 32 ATTIC 20 10 0 30 ANDL UUTIMATE 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.sf. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE DRAWING INDEX uj a o S Lu DIA w J uJ �JJ Z Z Q ui j r -i z J O TSB N C) c t 0 a 0 CA t4'O O w �p n !� a rn g �_� C 3: 7t C7 vi Y - 01 rn ++ C �O d M d +L--� C cC0 u E: 78 O ro Lu .2 E � E Lu cu � �i r, > 0 Mn ch a Ln o E }, Y O °cs a ca C-1 DOVER SHEET A-1 FOUNDATION PUN W A-2 FLOOR PLAN > A-3 ELEVATIONS A-4 SECTIONS o- A-5 STRUCTURAL PLAN A-6 TRUSS PLAN id E-1 ELECTRICAL PLAN 112 3 M-1 MECHANICAL PLAN SYMBOLS LEGEND tl a PORT M1 NT LUCIE AND ASCE 7-10. DESIGN PRESSURESFOR EXTERIOR 1 DOORS AND WINDOWS ARE NOTEDOTEDON ON THE ELEVATIONS. COPYRGHT 2020 TYPICAL "MI" WINDOWS V4 Hil 4 ❑ N ❑ N t0 [O t0 1p 254" SH 15 SH 25 SH 35 SH H35 ■ ■ ■ ■ Is ■ M.O. 20 1/8' M.O. 38' M.O. 54 1/8- MO. 27 1/2- -1 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 P.T. WOOD BUCK P.T. WOOD -� 38" I 70" I 38" � I m TYP. BAY WINDOW IS-1 WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY DETAIL 4QW112INTERIOR THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE # SCALE ELEVATION FACTORS TO OBTAIN TEST PRESSURES. mi 3 r# DETAIL THERMA TRU EXTERIOR DOORS DV1c. SCALE C# COLUMN LABEL 11 11 lN 11 II�II Il�ll �� ,.. SECTION F# FOOTING LABEL oWG. SCALE POT SHELF HEIGHT AS NOTED SCALE HEIGHTDROPPAS NOITED owc. SALE 1D7 T _ T f'Dr ARCHED OPENING SEE WOOD BUCK # INTERIOR EJEV. �LLJ .L �1 WL MASONRY CONSTRUCTION SHOWN TYP. SCALE TYPICAL ►La 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 F BEAM LABEL �■ GROUT FILLED CELL SEE EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB B- ® FOUNDATION PLAN ■ ■ ■ ■ ■ ■ ■ Vol &L O REVISION NON -BEARING FRAME CONSTRUCTION EDGE OF SLAB -""-k mN ® BEARING FRAME I\JNORTH ARROW CONSTRUCTION 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR VV.// (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) -Ir BREAK LINE ELLvE1EVBEAM HEIGHT CHANGE a r e a DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4" BOARD OR tx& GRAPHIC SCALE Or-ff FIN. FL. SLAB FLOOR ELEVATION CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. SCALE 1/8' - f-a' ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES f" T I t,.'� tw%�% Ri, d J Z 0 b C� 0 J m Ln Z Ln Lu RY_ 0 Lu !' i; • _ .D 0 +w, ; • LO M '�d �H c M� a Lu Z v J u � U W p[ J Ln CJ 1/4" = V-0" U.N.0, COVER SHEET i EWEDPOR ..ODE COMP41® / MYRTLE NOCC PSL 40 COLUMN SCHEDULE MARK QTY SIZE TYPE DESCRIPTION 8x8 CONC. BLK. 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 V&D REINFORCING DESCRIPTION DETAIL NO. F-1 20" x 18" W/2 /5 CONT BTM, EXTERIOR MONOLITHIC TYPICAL 1 F-2 20' x 18" W/2 /5 CONY. BIN. EXTERIOR MONOLITHIC ® RECESS 38 TE-1 1 10" x DROP x CONT- W/113 CONT. THICKENED EDGE AT DROP 34 8^ MATCHING DOWELS FOR 8' MATCHING DOWELS FOR COLUMN 48 BAR DlA. COLUMN 48 BAR DlA. MIN, W%SID, HOOKS MIN. W%S70. HOOKS m FIBERMESH OR FIBERMESH OR WELDED WRE MESH g WELDED MREE MESH MIERE OCCURSAR6w il- F SEE FOOTING SCHED. TRANSVERSE REBAR WHERE OCCURS SEE F0071ND SCHED. U N,7IIt."'T2 'L0 SCHED. OIf EXT. CONTI MONOLITHIC MESH 1EMIE`< 1-#5 CONT. 3' MIN. COVER 10' 34 THICKENED EDGE #1 MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY CC FOOTING SEE SCHEDULE SCHED. 38 EXT. CONTI MONOLITHIC OVERHEAD GARAGE DOOR OHD RECESS 20` DRIVEWAY / GARAGE INTERSECTION BLOCK ISOMETRIC VIEW WALL HEIGHT AT 9'-4" TYPICAL SCALE IS 1/8' : 1' FIXTURE SCHEDULE QTY NAME 1 DBL. KIT. SINK 1 DISH WASHER 3 LAV BOWL 2 SHOWER VALVE 2 TOILET 1 TUB 1 WASHER CONC. POURED FILLED CELL STL PER PLAN DOWELL & EPDXY (1) #5 REBAR INTO SLAB 0 FILLED CELL LOCAL W/ 4" MIN. EMBED, INTO SLAB MISSED COLUMN STL, DETAIL TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN ;ONG, SLAB & IONOLITHIC rOUNDATION PER PLAN 48 BAR DIA SPUCE 8"x8" PRECAST };. LINTEL. SEE LWIE1 SHOP DOGS. FILL COLUMNS AND LINTEL SOLID W/ CROUT 800" FILLED CELLS W/ 1/5 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN '-4' 14'-4' 7'-2' 7'-2' 7'-0' 14'-4' 7,_2• 7'-2" 4 y+eEi , I i �/ HB C2 C2 O5 HAD ■ ■ ml INS ■• ■ ■ ■ r- - - - I - - - - - - - - - - (- - - - - - - - - - - - - - 1 I 16 ■ I I F� I I ■ I 6 -8" 5--8' il ■ I I I I e X N c H 9 c2 N I I B D' ■ lost—■■ ■ ■ IL-------------------------------- I I F1 I F1 j • ■ I F1 I h O'-O' IN. FLOOR RAB _ a�� I NOTE: 1 ° ALL FOOTINGS ARE F1 UAO. ■ ■ 0° ALL COLUMNS ARE Cl U.N.O. 4' 6' FORM SHOWER PAN 1 1/2' LARGER ON ALL SIDES THAN ACTUAL TE-1 Y_6• I JLL-� FINISHED SHOWN HERE f- I • I U.G. POWER o � �SUPPLY aD F2 I & WATER TO ISLAND k I o TE-1 0 8'-5" 5-3" �" "L8= 2-- ' ° A/C CONDENSATE T ■ I o i UNDER SLAB 0❑ I _ L—�L__J I I I ■ I _ i I NOTE: FORM GARAGE SIDE DEMISING WALL RECESS 1-1/2" SMALLER THAN ACTUAL 4 FINISHED DIMS SHOWN HERE I I /� • I F1 I I N N ■ I F1 --- C3 --- 7 20 -0b I 0 I 8" W X 5-V D RECESS I • I ■ w �8 • FOR PAVERS (FOOTING DEPTH MEASURED FROM L ELE T. & CHAt BOTTOM OF RECESS) W/ FRAME -OUT 1 a 6" W X 3/4" D RECESS SEE DTL. SHEET A-�2 BEHIND (SLOPED) ■ I OFl I I � "' �' I F1 I IIL----------- -------J I ■ I F1 I • P • C2 A C2 I T 0 CC he i■ ■ ■ ■ OHE @ HEAE ®O 2' 4' 2'-4' 2•_G• P-4" 16'-0' 23'-4' 5'-4• 19'_4. PROJECT LOG ISSUED FOR PRECON 07-21-20 ISSUED FOR PERMIT 08-14-20 w a w a LL wN a D z y R LL LL J Z 0 W o p Q Z � t Oa p �o � can a w a c. o A A 07 � a a_ �, 12 eo C.7 ce -ow u AO c oo c cu �' -0-0 n a aL. `o m �co $ ��_aw �+ C Qi 5 1— > > a 0 _ �� 0 ��he �co ce OF- �-0 REVIEV CODE CC ST. LUCI B( M U J z 0 2 Lu m Z ED 0 -I u- O J U o~C w H O o I LLn (% 1/4" = 1'-U" U.N.V. FOUNDATION A-1 CALCULATIONS TOTAL UTA 1841 S.F. COVERED ENTRY 41 S.F. COVERED PATIO 188 S.F. GARAGE 432 S.F. TOTAL AREA 2502 S.F. ADDITONAL 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 T-0' A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F.. 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" 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 BLOCKING EACH SIDE OF N FOR MOUNTING 2x MTL. STUDS TYP. FINISHED FLOOR TYP. MEDICINE CABINET GARAGE CEILING FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE 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 4 9'-0" 6'-0" 2 SH 36 5 4'-6" 5-3" SH 35 EGRESS 6 2'-4" S-2" SH H33 TEMP EXT. DOOR SCHEDULE LETTER SIZE DESCRIPTION WIDTH HEIGHT A 16'-0" 7'-0" OHD. B 4'-6" 8'-2" 3080 EXT. DR. W/SIDELITE (MAIN EGRESS) C 8'-0" 8'-01, SGD. INT. DOOR SCHEDULE LETTER QTY SIZE DESCRIPTION WIDTH HEIGHT D 7 2'-8" 8'-0" INT. DR. E 4 2'-6" 8'-0" INT. DR. pGF 2 6'-0" 8'-0" INT. BIPASS DR. 2 1'-6" 8'-0" INT. DR. (2) /10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) J10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2 4X4 STUDS 0 16" 0/C) (2x6 STUDS 24' 0/C) W/1 FULL LENGTH LAYER OF 1/2- TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12' 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTI PINS .145' DIA x 1" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' or 1'0' (2) /10 SM.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & 8070M W/ (1) #10 SMS 0 24" 25 GAUGE CHANNEL SHAPED STUDS 24' O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' O/C CONC. FLOOR SLAB HILTI PINS .145" DIA x 1' La ® 16' 0/C W/ 1' WASHERS 1 INTERIOR PARTITION A-2 3/4" _ V-0" CEILING 16" TYPICAL FRAMING 0 16" O.C. — a d' o ` o w FINISHED FLOOR w O O = O FF SOAP NICHE 0 I n DRYER VENT LOCATION FRONT VIEW PROJECT LOG ISSUED FOR PRECON 07-21-20 ISSUED FOR PERMIT 08-14.20 0 R VENT ac 1z" AC CONC. PAD DETAIL N.T.S. 14'-4' 2 '-4" 14'-4' 7'-2- T-2' 7'-0' 14'-4" 7'-2' 7'-2" O HB O o 5'-B' DBL OVEN CAE O; 3 o ~ 4 a a F — — — a o 7 DINING 9'-4" CLG. -Cr2' l'-8' 3'-4" T BACKING 0 36' - 96' A.F.F.RYYE Lz Z 1§ d .� o m 1 10 I N 0 DW I I JLL— KITCHEN 9 -4 CLG. I N 10'-10' S-4 � — — — — — — — — — — — — COV. PATIO 9'-4" CLG. ABV. MAIN SLAB — — — — — — — — — — o 7 ASTER SUITE . 9'-4" CLG. 13'-0' 15'_4° c 02 I i 3'-4' ��-O' 00 3'-6- 7'-4- 2'-2" — "" 5'-0"OT M�L4'-8' 2 -2' GREAT ROOM 10'-8" CLG. 8'-B° 4'-10' 7_0° I (D �g�l 5 SH. (E ) �✓ 3'-6" CI HIS V1� S SH. 0" 2'-2" b 4'-8" 1'-8. I rW MASTER 9 - QFIjVANITY BAT G CLG. OAP NIC E P J.FQ D Y `a BA 5 SH. bD it -4" LG. G •' D t (\/I��1/1� v tDtl D CF 3-4' 3' o i 20 MIN. SOLID CORE RABBITTED GARAGE SEPERATI (E DOOR OVERSIZED U JAMB OVERSIZED PER F.B.C. R302. WEATHERSTRIPPING x h Ai $ N�St a L —J 20'-0. N EWH F L4.6'-0" ° N �� OPT. II D L JL UTILITI�, 9'-4' CLG. D 7'-2' D 1' D I FOYE 9'-4 / 1G'-4; i L — JFF. PROVIDE A 2" STL. BOLLARD W/ 6 x 6 x 3/8" BASE PLATE ATTACHED TO SLAB W/ (3) 3/6'0 W.A.B W/ WASHERS 4" LG. FIELD VERIFY c LOCATION TO PROTECT WH PER F.B.0 o STUC 0 FIN SH TWO BAY GARAGE EXCEPT AT DRYWALL LINE OF OVERHEAD DOOR -------- ELECT. SEE DT -� & CH SE FRAME-�UT SHEET A-2 O U 7' -6. R . AB BEDROOM 2 9'-4" CLG. 10'-to' b N BEDROOM 3 9'-4" CLG. to°-ta' OV. 13'- ABV. M D del N• " CL IN S O O 11'-2" W-1' A 2' 4" 2'-4' 1'-4° 16'4' 2'-0' 23'-4" 5-4' 2'-0" 19'-4' 8" m 1 c+ N W d i UJ A J w LL1 aLj z d LL Z O w w Z '7 z o Z c t Oa r y- an 1 C o0 C C •C m � T Zj W is CL Cl. � . a� o � n Cl = a L c O "3 s m s0o y n p� IY1 ia - c aa�v•o m is w 'n $ w= E -5 o w $ E EO -@ ap i E o °c s So 00 Ln 5_3 o a+ ]L Lu L co ZCU E f t Lo ' .(r . ii s ch r CN M 0.4 U_ Z a oG Lu JU U LLJ p2 cn J O �J Ln LAC) 1 /d" = 1'-0" I I N n FLOOR PLAN _ f A_2 MYRTLE PSL 40 SCORED STUCCO W/ 8" DIAGONAL SPACING (NO OPENING) PROJECT LOG ISSUED FOR PRECON 07-21-20 ISSUED FOR PERMIT 08-14.20 MEDIUM TEXTURE DECORATIVE CNEN11TOUS FINISH ON 11M MULLS, TYP, SCORED STUCCO W/ _ 8" DIAGONAL SPACING a = 5.0" D.P.= +26.1 PSF < -31.1 PSF a = 5.0" D.P: +26.1 PSF -28.4 PSF �D� D.P= +25.3 PSF (3- 1 -27.7 PSF ASPHALT SHINGLES, TYP. 5.0� D .P: +28.4 PSF SF FRONT ELEVATION - CLASSIC ASPHALT SHINGLES, TYP. 5. I rt D.P = +26.4 PSF < -30.2 PSF D D.P= +24.3 PSF MEDIUM TEXTURE -26.6 PSF DECORATIVE CEMENTT0US FINISH ON BLOCK WALLS, TYP. D.P= +24.6 PSF 4 -28.9 PSF RE R ELEVATION METER INSTAV LLDECORATIVE fP. FINISH RIGHT ELEVATION - CLASSIC ON BLOCK WALLSALLS,, TYP. 13'-8" T.O.G.T. Po 9-4_ T.O.B.B. Pio SMOOTH STUCCO BANDS, TYP. 0'-0' FIN. FL. SLAB 9'-4" T.O.B.B. Ab 0'-0- FIN. FL. SLAB 0 -D" FIN. FL. SLAB L LI T V LIJ o � a La j z �1I LL LL LiZ z 3 w r * 0 a o Z 0 � 0 rn m O mc c w m o c 0 �aa rn� `ac' aU c O C m c m c 3 3'i g .0awi m— L ® aY3 `o ra cc o+- a�i +� c cn V O M W aV+ E_ L2 E_ N Q 0" _ O — L N C O C C0 C7 yj d N O Y I- Is Z V 2L a v C7 C 'n t Z 0 ce O J m 2t Z 2 Lu 0 CODE C MI L.IA N C ST. LUCj = COUNTY B C h� con ILL. on I� OCin Z J O � U Lu GC !� o -J Ln Ln 1/4" = 1'-0- U.N.O. ELEVATIONS i� MYRTLE PSL 40 Product Submittal Sheet must --cam BO 0 NW %9th Place owkwestem Delt an Bull ing $yslame, LUC Mismi I„ rido M! 56 "1 G.'I / n 1;3 Soffit Vents (One Pied) Continuous one-piece Soffit Vent with reinforcing rib to key/ into s &arnp, plaster. 53;3BV �]/B" cl"Vvd VEnt (one pIELCI6 overall WId :' perfCl(aled ranges 16 Gj!/• r 3"Sofirrt Vents —Continuous one-piece Soffit Vent reinforcing ribtn key Into stucco Semi plaster. Vent Clips are provided to connect Soffit Vent and to assist In alignment. Vent area: 15 square inches per [meal ". Caulk all intersections, butt joints, ends and corners at time of Installation. Product Submittal Sheet vinylcorp mm © 0 rdVv pie. P 905 4.7.6164 OId'Khf a , n f;iE3drx: awl m ,7...c..,151 4 t. M antl ,r, a 33".6, f 305,L• i 4108 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior serail available. F y r'`�` flv _ VS Pa[ent Number ], %5/ q50 Caulk all Interear bons, buttjoints, ends and cornets at time of I"slallation. ATTIC VENT CALCULATION: I IN) ROOF AREA CALCULATED 0 2502 (SQ.FT.) x 144 = 360,288 SQ IN. / 150 = 2,402 SQ. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (161 LF) VENT = 2,415 SQ. IN, TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS COMPOSITE (ASPHALT) SHINGLES OVER AST1W D-226 (30 FELT ATTACH SHINGLES TO ROOF DECKING PER MANUFACTURER SPECS (PLYWO. SUBSTRAiE - SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF iRUSSES 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END $11 SEE PLAN/ ELEV. GAL MR DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED TO LEDGER & 2x4 ING W/ 3' CON17N000S VENTS AT ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXiURE DECORATIVE CEMENiITOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.1 Fli BETWEEN STUDS O-0° FIN. FL SLAB >o 11222 of Ts ll1570 50UL 7/8'k12" 3-1/2" solidflange, 1-314' perforated flange 15 Mid Wall Control Josts Ueconed to rellevestressaod asssfin controllinq omoks in exteriorwallfinish. Intersetons of Is araiiablE INSULATION PER ENERGY CALC. u ertwo mnnr. 5 8' DRYWALL OR 1/2' 'TUGHROCK' OR EQUAL) APPLIED TO o NDERSIDE OF TRUSSES ARE STOP CONT 8746' MASONRY BOND BEAM W/ 1115 CONT. 70P & BOT. - ALL W/ CONC. CONT. METAL POUR STOP 1/2` DRYWALL iX2 P.T. FURRING 0 24' 0/C EXTERIOR BLOCK WALL TO BE TYIFHCAL i N STALLAT] WINDOW AS EMBU( WOOD BASE ERS AS REWIRED MARBLE sIu CAULK WINDOW MJJIUFACNRER CAULK SEAM AT MONO. CONC. FOOTING ''% °• Till OR ,:;,• WINDOW INSULARON SEE FOUNDATION PLAN :. caaur FOR NOTES & DE AILSIrF ••.,`. I • ♦ _ DRYWALL• • °� .. a • I SET SILL IN FULL • ,. MORN 80 AND HEAD JOINT STUCCO oUDECORATIVE ITT I =1 I I I �Tff ..y. FURRING MWLL . ; BCXU_ .... TYPICAL RErr F-TAH.,.. C L WALL SECTION PT SILL D SCALE 3/4' = i'D- kC R l ,TWATER P R ®®F I Fu 6 A P ly l ,AT I lj STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES, RAT RUNS PER TRUSS MANF. (MAX 8' O.C) *CONTRACTOR TO APPLY TO ALL SIDES OF IMSONRi OPENING INCLUDING HEADER AND JAMBS PER FED 2017 703.4 LIQUID APPLIED FLEXIBLE CONCRETE FLASHING WATER PROOF PRODUCT TO MEET AAAM 714 APPLY PRDDUCr DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER Ill SETS 'a I w COVERED PATIO SLOPE 12 6� -11111011 ICI OD.P.>• ±30.0 PSF LEFT ELEVATION - CLASSIC PRE ENGINEERED WD. TRUSSES @ 24" O/C TYPICAL —� R-40 BLOWN IN INSULATION AT ALL A/C AREAS GREAT ROOM _O'_0" FiN. FL SLAB STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. ,MAX 8' O.C) SECTION A -A - CLASSIC NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE 'OPENING, USING A COMBINATION OF 2x & 1x PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. 1S-8' LO.G.T PL 2'-4° T.O.B.B. All lzpr 0'_Os FIN _FL SLAB ALUMINUM FRAME, FASTEN ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONC. OR MASONRY TO STRUCTURE THRU BUCK W/ TAPCON SCREWS i-1/2' CASE HARDENED COI PERIMETER SEALANT 2x6 P.T. BUCK RIPPED O ® 12 0/C. MIN. 1-1/4 EMB / NAILS AT 12' O/C. MAX C. OR MASONRY CDNC. OR MASONRY 1x6 P.T. BUCK SET IN TO WiD7H OF DOOR JAM SET IN SEALANT FASTEN SEALANT AND NAILED W/ 1/4' DIA. x 3-1/4" PERIMETER SEALANT STUCCO FINISH a o W/1-i/2' CASE HARDENE o COIL NAILS AT 12" 0/C. TAPCONS 3' FROM E.E. -.l ° AND 12- 0/C MAX CONC. OR MASONRY Q PO o MAX OQ- ° 1x2 MIN. P.T. BUCK SET IN DRYWALL BOARD DOOR TRIM SEALANT AND NAILED CAULKING W/1-1/2" CASE HARDENED ALUMINUM FRAME, FASTEN DRYWALL BOARD DOOR FRAME FASTEN 70 BUCK W/ COIL NAILS AT 12 0/C. MAX. TO STRUCTURE THRU BUCK W/ 3fi6' TAPCON SCREWS CAULKING (SAWS 012 0/C. MIN. 1-1/4' EMB D DOOR FRAME ®2'--0?0/C DRYWALL BOARD FASTEN TO BUCK W/ DOOR TRIM CAULKING PERIMETER SEALANT (2) 3/i6"XI -1/2" TAPOON SCREWS 0 2'-0" 0/C PERIMETER SEALANT JAMB DETAIL (WINDOW) STUCCO FINISH HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) CONC. COLUMN W£AiHER STRIPPING DOOR THRESHOLD SET BY DOOR MANF. GARAGE DOOR ;Gi ALUMINUM FRAME SECURE TO SILL OOR FRAME FASTEN TO BUCK W/(2) 3/16"x IN BED OF CAULK & FASTENED TO SILL W/ /8 x"1 1/2' SCREWS 2-1/2" TAPCON STL VER7. TRACK (RACK BRACKETS W/ i/4"-20xi/Y CARRIAGEFLOOR SCREWS m 2-b" O/C FLOOR COVERINGPERIMETER W1 18 0/C SEALANT COVERING BOLTS & LOCK NUTS °Oo GALV S7L. TRACK BRACKETS FASTENED •u' :Ca a'0 '° o 'o ° ° o °°� .O 'O . o O °°. �° TO WOOD JAMB W/ 3/101-1/4' LAG SCREWS 2x8 p•T. ATTACHED TO MANUS MEW OF COLUMN W/5/8' WEDGE PRECAST OR POURED SILL W/ 1 #5 BAR PERIMETER SEALANT Qpo GROUT BED � CONCRETE SLAB o � CONE: SL ` PERIM SEA IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) f A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, ATTAGNIENT SHALL ANi,�10RS 0 2'-0' 0/C VERT. � rw (6• MAX. FROM ENDS) AND INSIDE EDGE OF2xB (WINDOW) SILL DETAIL WINDOW SILL DETAIL (S.G.D.) sTu 0 FINISH SILL DETAIL 60R • 4° MIN. EMBED MAX. 6 FROM EACH SIDE OF THE 2•k70 BRACKET. JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 A PROJECT LOG ISSUED FOR PRECON 07-21-20 ISSUED FOR PERMIT 08-14-20 W a CP V W � LLI LU to a J �l W L K W U it,m S Z O 0 o, M O rn N ;5 En � LU c o Z p Cn CL OJ aA 0 ad r13 (7 in co c 3 3�i oa .� ` V v IY E n o U m O c E 'c m LU S E O n� Ca di' ac�i —' ' = 2f > c tfOi O v rn (D LOU PLU O w�s z Lr7 "1 r_...._.. ° O Lo U -C 0 w G a ii C CD C i U T ut r . I•� LO O CN Igoe s CV a REVIEW D 0 CODE 00 P IA CE ST. LUCNI CC UNTY B CC M z Lu U � J O U CD J L%n 1/4" = 1'-O" U.N.O. ELEVATIONS &t SECTIONS A-4 , d 0. } egg V " Y oaEa I X F�, k 4 -zz ,„ 7 ��'�/ "LOTT'S" LINTEL BEAM SCHEDULE 1 B 1 T LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2106 250 788 100 BF34-1B/1T 2 3'-6" 1DODO 250 7428 100 8F16-1B/1T 5809 250 3057 100 8F16-19/1T 4 24'-0" 546 250 251 100 8F16-1B/1T 5 9'-4" 2000 815 1027 115 8F16-1B/iT 6 10'-6" 1664 250 830 100 8F16-1B/1T 7 3'-6" 10000 250 7428 100 8F16-1B/1T t 8 5'-4" 5809 250 3057 100 8F16-1B/iT 5'-4" 5809 250 1 3057 1 100 81`16-18/11T 10 5'-8" 3792 1 728 1 2309 1 105 1 BRF14-1B/1T ENG. AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECRON FOR ACTUAL HEEL AND OVERHANG CON0177ONS SEE TRUSS CONNECTOR NOTE INSTALL PER. MFR. SPECIFICAPONS SEE PLAN 4'-0" MAX. " - CONT. MASONRY BOND BEAM - CONT. POUR STOP - 8" CMU WALL a5 CONNECTION DETAIL PRE ENGINEERED TRUSS �j LEG BY MANUFACTURER SEE TRUSS CONNECTOR SCHEDULE F—CONCRETE OR MASONRY BEAM TYPICAL 4 NON -WIND EXPOSED WALLS ONLY A5 CONNECTION DETAIL 5/8" ROOF SHEATHING W/ 10d NAILS 0 4" O/C INTO 2x4 SP BLOCKING PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTIONS ACTUAL HEEL AND OVERHANG CONDITIONS `r (1) "USP RT22T" STRAP. FASTEN TO DBL TOP PL W/ (7-10d) NAILS EA. SIDE STRAP DBL. TOP PLATE TO STUDS W/ USP "SPTH6 U-STRAP OVER TOP PLATE AND DOWN EACH SIDE W/ (6) 10d NAILS (TYPICAL) 2x6 STUDS 0 16" O/C USP MSTA 21 STRAP EA, STUD NAIL W/(8) 10D NAILS AND TO TIE/BOND BEAM W/ W/(3) i 1/4"X2-1/4" TAPCONS 5/8" WEDGE ANCHORS 0 24" W/3"x3 x1114" STEEL WASHERS EMBED (4) MIN. TIE BEAM OR BOND BEAM SEE TYPICAL TRUSS CONNECTION DETAIL FOR TRUSS'S BEYOND A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 1/TRUSS UPLIFT F = FILLED NTH GROUT / U = UNFILI ED �a O � o QUANTITY OF #5 REBAR AT BOTTOM OF UNTEL CAVITY m z BF16-1 B/1 T L NOMINAL HEIGHT L QUANTITYOF S5 REBAR AT TOP NOMINAL WIDTH 17 TYP. 0 WALLS BUB 8F16-OB/1T F16-1B/iT NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24 O/C SIMPSON MGT W/ 22-10d 4;::NAILS INTO TRUSS 5BANCHOR / INTO 5" MIN. EMBED. SET IN EPDXY CONC. TIE BEAM OR MASONRY BOND BEAM MAX. UPLIFT - 3965# WCONNECTION DETAIL CONT 20 VERT. 0 2'-0" 0/C NAIL TO TRUSS W/ (3) 16d NAILS.. 19/32 EXPLYWD. SHEATHING NAIL PER DIAPHRRCM SCHEDULE FM VIEW CONT 2x4 HORIZ. NAIL TO VERT. VIEW W/ (3) 16d NAILS. 19/3' EXT. PLYWOOD SHEATHING BOTTOM W CONNECTION DETAIL Is •I 7-5 8" ACTUAL NOMINAL HEIGHT BF24-GB/1T 15 REBAR AT TOP MIN. (1) REO'D 1-1/2" CLEAR C.M.U. GROUT $5 REBAR REINFORCING PROVIDED IN UNTEL (VARIES) A A4 vw" mwvva NAILING PATTERN PER DIAPHRAGM SCHEDULE. REVIEWED CODE COMPI ST. LUCIE C( UOCC PROJECT L01 ISSUED FOR PRECON ISSUED FOR PERMIT LLi WA w w a L z J J z I- W � N aNpp1 0 N Z O 0 `a 0 y Q �pp gL C �` el79 gio Z � O iT a. Y tf r 12 c to x aNi �' 3 w Y'iq co 1 2 ou �v� t m w c c Ac pn ccW d o �o p c '� 1= d2: p m o s x can Z (n C '+.+�- C C7 W a� N o z -5 10 N M ICI U. � � Z U � Lij Q J V LL1 u J H O L L 1/4" = 1'-0" U.N.O. FRAMING A-5 r i t,lY� .-All Q�CESSED ELECTRICAL SYMBOLS II DUPLEX RECEPTACLE SINGLE POLE 4 TELEVISION PRE WIRED JACK e DETECTOR NEST ® EYEBALL AT SECURITY USB Q� DUPLEX RECEPTACLE SWITCH 220 RECEPTACLE FLOOD LIGHTS TuseF.P.&LT METER IIB AT BASE �3 THREE WAY V. AT 12' A.F.F. SMOKE g & DISC. Q� DETECTOR HVAC CARBON® C AT 80 ABV. COUNTER T 4 FOUR WAY THERMOSTAT ® SMOKE OXIDE DETECTOR PANEL ER Q INTERCOM EXHAUST e DUPLEX RECEPTACLE $ SWITCH I AT 60" A.F.F. (� DIWTCH SCONNECT FAN FLUSH IN FLOOR I R RHEOSTAT TELEPHONE OUTLET QQ F L EXHAUST FAN $ ® AT 12' ASWITCH.F.F. V PADDLE FAN W/ LIGHT ?GFl GROUND FAULTLEX I D DIMMER TELEPHONE OUTLET W/ /LIGHT R LV DOOR FLUSH IN FLOOR FLUORESCENT RELEASE Q� DUPLEX RECEPTACLE SWITCH ER z FIXTURE CLG. HATED. Nv) VOLUME II TOP REC. SWITCHED TK KEYED O IN . INCANDESCENT LIGHT Y CONTROL ?wp DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX GF1 WATERPROOF KEYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE 0 DUPLEX RECEPTACLE JUNCTION FIXTURE WALL. MATED. lluc UNDER COUNTER BOX SPEAKER HI HAT ® LOW VOLTAGE HOME RUN ® CLG MOUNTED TRANSFORMER O INTERCOM ® DOOR CAT5 ® HI HAT FB FAN BOX STA17ON I CHIME HOME RUN VAPOR PROOF W CLG. 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 SD 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 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/O—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 6 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 1 O 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 GFl 1 20 12 1.5 0 9 GEN. LIGHTING 1 15 14 6.1 0 uM 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 UGHTING CALCULATED 0 1841(SQ.FT.) x 3 (WATTS/SQ.FT.) = 5532 / 9 (GEN.LTG.CIR.) = 613 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALLS. ONLY. 11)2 SETS OF T3) 14/0 AING. IHWI4 200 AMP SERVICE E3 METER DISC, COMBO "A' O PANEL IL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCING BAR IN THE FOUNDA71ON 20'-0' LONG MIN. ELECTRICAL RISER DIAGRAM 1L REVIEWED f'Uk CODE COMPLIANCE ST. LUCIE//++C�/++OUNTY BOCC PROJECT LOG ISSUED FOR PRECON 07-21-20 ISSUED FOR PERMIT 08-14-20 Lij d aLU J y w Q LL W Z O w W U u Z N m Z 00 Q a n m `o Z pa Nf O O rn C 01 t a Lan M T O. p ::3-C—O � O M �' � ¢� S a� 73 c t a = 'd C as 2 Ol s cc C e -0 0 C L a n y `o am goo o� a�i� �cn G O Cf m a W a0+ tj E a �_ i_ -u W W 0 2 O N m aai EN a o sc w g a m ,o I R v J i 40 w M I� LL. a OC V LU U � U LU p[ CD U r � J In I u) 1/4" = V-0" U.N.O. ELECTRICAL E-1 MYRTLE PSL 40 JI\2" VFR AW KITCHEN 2' DW C KIT WC AW 3' CO 2' 3" 2" LT CO 2' LAY WM 2° LAUNDRY 2' SHE AW 3' MASTER BATH LA AV WC TUB 2• co 3" 2' AVV BATH 2 2° 2' LAV 3' SHE CO 3' WC BATH 3 PLUMBING RISER DIAGRAM DINING 12x12x9 245 CFM t®x1©x8 151 CFM ff `} . f7lo COV. PATIO GREAT ROOM F ' 1®x1®x9 9110 254 CFM r 9" o ism •�►E'� 12"x12" 12"x12" LT FOYER R.A.C. R.A.S. W/ 8" 0 W/ 8"0 FLEX FLEX S® 40 CFM G)HO HOME5 r��L-�u�Y�TLE-4 6x6x4 \ 9 CFM HER WIC LLLL is = to X DO NOT SCALE PLANS x 1611x16" MASTER SWITE R.A.C. W/ 1®"0 FLEX 12x12x9 214 CFM 9 " 0 _ 6x6x5 V/ CFM 32 CFM EX U ER � 0 AHU-1 3.5-TON 1:31SIN. 2'x54' DN STAIR LT. TWO SAY GARAGE REVIEWED FOH CODE COMPLIANCE ST. LUCIE COUNTY BOCC PROJECT LOG ISSUED FOR PRECON 07-21-20 ISSUED FOR PERMIT 08-14-20 w Qe m o w � h � uj a w d J LL LL Ld W 'a 'i K U J H two � Q 0 $N$ K o Z Oa 0 �o o� w fl 2 o 0 ZT d .a = fc0=� ca vi 0 c �n 3 a�Y � a�i•N' o- nY3 � o ro m o��$���� C v = m Lu +� E E -0 � p NCJ O im_= 5zD � W 2 0 he Lij Z V c V v &- Z 0 b i2 tri Cie Lu m tn z a En ce O M F LJi Z a � � U J U Lu J � O 1/4" = 1'-0" U.N.O. MECHANICAL M-1 MYRTLE PSL 40