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HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR PRE -CON 03-23-21 ISSUED FOR PERMIT 04-09-21 GENERAL NOTES I. THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH 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. 2020 ABBREVIATIONS ABV ABOVE AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PASS BLK. BLOCK BLW. BELOW BRG. BEARING BTM. BOTTOM CLG. CEILING CMU CONCRETE MASONRY UNITS COL COLUMN CONIC. CONCRETE CSMT. CASEMENT DBL DOUBLE DIA. DIAMETER DISP. DISPOSAL DP DESIGN PRESSURE DR. DOOR DW DISH WASHER E.E. EACH END ELED ELECTRICAL ELEV. ELEVATION ES. EACH SIDE MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C SO-SO, ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (I'm = 1500 P51) R 1. 1z2 P.T. HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-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 T. MAX VENT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 OTHER SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. 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 THHN COPPER. UNLESS NOTED OTHERWISE. USING THE 2020 FLORIDA BUILDING CODE 7th EDITION 1. CELLS, BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA URES AT OR WITHIN P6' OF TUBS OR SFLOOR�SHALL FRAMINGBEARING CAN GRAVEL CONCRETE.AND LLESSWTHAN 60' ABOVEOWS ALL GLASS N SIDELIGHTSSHOWERS BE TEMPERED. S DIG GLASS ON YSCHEME BE MODIFIED AFTER(OIBTANIING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER GODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW 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 METALLIC 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 lot 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 MORE THAN 44' ABOVE THE FLOOR. THE DESIGN. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH 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 THOUGH IT IS IN AN 4. IN AREAS OTTER THAN HVIHZ FIXED GLASS THICKNESS SHALL COMPLY WITH 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 REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS 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 PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE 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. 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. EXT EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL SCREWS 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. F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE 9. PROVIDE GF1 BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS F.R. FIRE RATED M.T. METAL THRESHOLD STL STEEL 7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC NU AND MISC. EQUIPMENT. SHOWN ON PLANS. FIR FRENCH DOOR MAX. MAXIMUM SW SWITCH 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 WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS FIN. FINISHED MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRIJAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS FL FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED EY BUILDER. G.T. GA. GIRDER TRUSS GAUGE MIN. M.O. MINIMUM MASONRY OPENING T.O. T.O.B.B. THROUGH OUT TOP OF MASONRY BOND BEAM HORIZONTAL' BEAM SCHEDULE NOTES 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. GALV. GFI GALVANIZED GROUND FAULT INTERRUPT MONO. MTL MONOLITHIC METAL T.O.PL T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM 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 7. STRUCTURAL MOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION 12. PROVIDE. PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. GL GWB GLASS GYPSUM WALLBOARD O.H.D. O/C OVER HEAD DOOR ON CENTER TYP. U.N.O. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL NOTED MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND HGT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.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 HPS. HOOPS P.S,I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-16/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). HR HOUR P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. HS HVHZ HORIZONTAL SLIDING HIGH VELOCITY HURRICANE ZONE PARYN. pKT. PARTITION POCKET WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A,C.I. 530.1-05/A.S.C.E. 7-16/T.M.S. 602- WORK, 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOT UGHTNG SHELL COMPLY WITH NEC SEC. 410.8. INS. INSULATION PLYWD. PLYWOOD 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. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH UGHTING CIRCUITS INT. INTERIOR R.O. ROUGH OPENING 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 La LONG LINEN S.C. SOLID CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. LUN. T. LIGHT S.G.D. SF SLIDING GLASS DOOR SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. LT. LAUNDRY TUB SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. T OVER !OPENINGS SHALL T PROVIDED AT THE BOTTOM L GROUTED CELLS AT EACH LIFT OVER 4°-0' HIGH CLEANOUTS SHALL BE SEATED AFTER CLEANING AND INSPECTION AND 1. CONCRETE SHALL CONFORM TO ASTM NR-g4 AND SHALL HAVE STRENGTH IN 28 DAYS AS SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, INDIAN RIVER 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 DESCRIPTION AND EMBED, FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R13 9100 OHD 16070 WAYNE DICTION N/A W/ 1-1/4- WASHER & 2-3/4' MIN. EMBED. D.P= +31.9 PSF +39.2 PSF -43.7 PSF 2-3/4' MIN. EDGE DISTANCE. 6' FROM END -34.7 PSF B FL-20468.10 3080 DR THERMA TRU SGL IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF SGL LITE 4' & 1&Y O/C MAX SPACING. -34.7 PSF C FL 17499.9 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSIF FL 17499.8 01D' O/C MAX SPACING & 2" FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS D FL 15349.10 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P = +33.4 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & Y FROM EDGE -36.3 PSF E FL 17499.9 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +29.9 PSF +55.0 PSF -55.0 PSIF FL 17499.8 0 10' O/C MAX SPACING & 2" FROM EDGE -37.7 PSF +60.0 PSF -70.0 PS F FL 22401.3 8080 SGD MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +28.4 PSF +55.0 PSF -55.0 PSF 01Y O/C MAX SPACING -31.2 PSF G FL 17499.9 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PS FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS H FL 15349.10 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P= +33.4 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF I FL 17499.9 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +3&4 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2- FROM EDGE -36.3 PSF +60.0 PSF -70.0 PS J LL 17499.9 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PS FL 17499.8 0 10' O/C MAX SPACING & 2- FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS K FL 17499.9 SH 272 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PS FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS L FL 17499.9 SH 272 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PS FL 17499.8 1 0 1O' O/C MAX SPACING & 2- FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS PRODUCT MODEL MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE FL 15353.8 MI WINDOWS 1/4- TAPCONS W/ 1-1/4' MIN EMBED MULLIONS MAX. 83' HORIZ &DOORS (4) FASTENERS PER CUP TOP &BIM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.9 MAX.156-3 VERT. FL 17472.2 EASTERN 1/4' TAPCONS W/1-3/4' MIN. EMBED MULLIONS MAX. 108' LENGTH ARCHITECTURAL (8) FASTENERS PER H-CUP 34.7 PSF 36.4 PSF -36.4 PSF MAX 48" TRIBUTARY WIDTH SYSTEMS { ROOFING NOA NO. 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING FL 5374-R5 HIP AND RIDGE CHANNEL METAL EAST COAST 3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160 -83.4 psf -169 psf. METALS, INC ROOFING FELT N/A MEMBRANE 30/ FELT N/A N/A UNDERLAYMENT ASTM D-226 130 BUTTON CAPS 12' GRID, 6' O.C. AT A MIN. 4' HEAD LAP ROOFING NOA NO. 17-0814-.22 POLYGLASS USA MEMBRANE POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC PUES RAILS AND TIN CAPS 127 GRID, 6" O.C. AT A MIN. 4' N/A N/A PEEL &STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A 7/0" La. 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH N/A N/A SPACED NOT MORE THAN 6' BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-D5. ALL 12. DIMENSIONAL LUMBER SHALL 0E SOUTHERN PINE. 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS DWELLING UNITS. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FORA SINGLE MEMBER USES 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' 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 PLUMBING NOTES 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3' 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2z4 0 24' O.C. ON 0.006 VISQUEEN (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 SHALL 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 604.3, 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. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 20DO P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4- PENETRATION INTO VERTICAL WOOD 4 ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-O' 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 CLEANENT 8. CONCRETE BEAM SIZES MAY INCREASED MAX.)M ARCHITECTURAL REQUIRED FOR ARG 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 MINIMUM OF 957G MODIFIED PROCTOR ASTM D 1557. DETAILS OR FIT BLOCK'MA COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND T OF TIE DOOR BEAMS (2B' MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8". WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LED, 7/16" CROWN METAL WTI.,. FRAMING SELF TAPING SCREWS 112 z 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. USED FOR SOFFITS OR COUNGS 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE 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 HILTI-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 2500 PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE 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. 2020 7TH EDITION & ASIDE 7-16. CONFORM TO THE REQUIREMENTS SET FORTH IN THE FLORIDA BUILDING CODE MECHANICAL' AND CHAPTER 28 OF THE FLORIDA HUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD PRACTI'QC�E FOR DETAIUNG REINFORCED CONCRETE CONSTRUCTION AS PUBLSHED 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 'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: VV Nic # I Mw 141 GRENADINE JEM LOT 66 MEADOWOOD COPYRIGHT 2021 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN it (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 LESS THAN 17 (35 MM) THICK. OR 20-MINUTE FIRE -RATED DOORS BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2 DUCTS IN PARADE 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) WELDING CODE'. ELECTRODES FOR FELD 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. 3. TIE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCAT10N LD& LIEEAQ RffirA TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 ANIL. 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. Na THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-16. 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. TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS N N ❑ N N NEI NO ® No ��I� co f0 fp co T SH 15 SH 25 SH 35 SH H35 2x P.T. ■ • • >I i■ ■I ■ ■ UCK SHWOOD BTYP. OWN M.O. 20 1/8" M.O. 38' M.O. 54 1/8- M.O. 27 1/2- M.O. 35 1/4' W M.O. 37 1/4' W M.O. 41 1/4' W M.O. 55 1/2- W M.O. 78 1/2" W X981 2'H<U 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BC P.T. WOOD BUCK P.T. WOOD E 38" 70" /(3,8" SH 35 / \ `YY S TYP, BAY WINDOW / 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 EDGE OF SLAB EDGE OF SLAB d" EDGE OF SLABQQ �1 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 20, 5/4' BOARD OR NIS. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES SYMBOLS LEGEND 0ii_ DETAIL SCALE DETAIL owc SCALE SECTION oWC. SCALE SECTION on. SCALE 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 PLAN Fi LF'". 4oELEVATION2 I00TERIOR�� I..VVED W 1 APL 3 ST. G CC C# COLUMN LABEL cc F# FOOTING LABEL INTERIOR ELEV. SCALE 9� BEAM LABEL ■■ QREWSION NORTH ARROW BREW LINE ELLy SCALE1f77" GRAPHIC SCALE 0'-O" FIN. FL SLAB POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ETFV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT FLOOR w S J $ w L w Z J W Z � 3 N LL N z O J Q _w O`a C C 'O M �. v v 3 � -aL c _ ¢'' nai tLu a.-. tOo 0 O O M w *�- 3 3 aA C7 >e vi c 01 v1 +., U 14 O Ln V E fC0 W O O 0 -p Q j N 0) LA O1c c pT,7 (n w NTO d 16 � 0 8 �'4 Z cu N M NT, !Y ' � 9 z 0 �d b 0 J CCI En Z R Lu fxf ce W !' Ljj Lo CD +s 0 ! • 0 Y CD 1 W W Z J LL A � � O O O U FID :3.. 0 Lu � J OJ W 1/4" = 1'-0" U.N.O. COVER SHEET C-1 PROJECT LOG ISSUED FOR PRE -CON 03-23-21 ISSUED FOR PERMIT 04-09-21 FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIPTION DETAIL NO. F-1 20" x 18" W/2 15 CONT. BTM, EXTERIOR MONOLITHIC ONE STORY 1 F-2 20" x 18" W/2 15 CONT. BTU. EXTERIOR MONOL17HIC 0 RECESS 38 F-3 3-0" x 3'-0" x 12" W/3 15 87M. E W. ISOLATED PAD 7 TE-1 10" x DROP x CONT W/115 CONT THICKENED EDGE AT DROP 34 No COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 8X8 CONC. BLK. W/i FULLY GROUTED CELL W/1-15 VERT. EA. CELL C-1 BLOCK ® B'-0" 0 C MAX. OR AS LOCATED ON PLANS 8x16 C-2 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS W I- 5 VERT. EA. CELL 8x12 C-3 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS W12-15 VERT. 12X12 C-4 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS W12-15 VERT 6020 FG HEAD 0 8'-0" SH �33 HEAD 8'-0" SH[35 HEAD 8'-0" // r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ----------------------- F1 , 6" F2 60°///� F2 I L _J I // ® , FORM SHOWER PAN _ 1-1/2" LARGER ON ALL-1 I NOTE: FORM GARAGE SIDE DEMISING WALL SIDES THAN ACTUAL FINISHED DIMS/ 6_ 2-0° _ j RECESS 1-1/2" SMALLER THAN ACTUAL SHOWN HERE // I FINISHED DIMS SHOWN HERE / I F2 I w I ao UNDER SLAB // I SLOPE 2" o A/C CONDUIT // , " T • ,; 4" 02 El El I 5'-5" 3'-9" 9'-7" //'' 1, 6'-4 1 /2" I 24'-0" I F1 // L — — — — — — — — — — — — - ' 0 I FOR PAVERS "(FOOTING RECESS • • . I //� r , I I DEPTH MEASURED FROM L J BOTTOM OF RECESS) W/ o / L__ J I 6" W X 3/4" D RECESS 10'-0" I// I BEHIND (SLOPED) • I ° F1 F2 a C2 I o o n I_______ ___________ __—____--J 4' // -10" / 8'-7" 5 -6 2-Sf8" X 9" RECESS F1 °I I FLOOR OUTLET WITH m I BRASS COVER , �0'-0" FIN. FLOOR SLAB I I 13'-0" 5" X 5" PAVER RECESS I C2 • i 13._ . ALL COLUMNS ARE Cl U.N.O. NOTE: I —■ ■ ; n n ,D0 , _J ® i PROVIDE PLUMBING F1 n m AND ELECTRIC TO I o I Fl ISLAND ® , I m I . I F1 I L---------------------- — — — -----------------------J 6020 FG HEAD ® 8'-0" 6'-0" 6'-0" 6'-0" -4" EXT DR C3 )FOOTER �T i I LN N F3 PAVERS C4 it-1411I01:111 0 1� REVIEWED FOk CODE COMPLIANCE ST. LUCIE COUNTY BOCC u.i S W # ui o- Ld Z J LJJ w N LL F m � o Z 0 p Q � N o�o 6 s 0 O a vn Im o c_ ans _m > v w ro a o co +, Uf Ccu O -0 C N +L+ f0 = Q Ln } (j C R i (D w0 E- d C to to oZ a�i .Z' Z c cn o w ! 5a� o 19 C Q C _ _ > N a--i ~ _ �'c c o 0 vi '4� Y oS� —`, 2E N U DLn t z O b o< ae O w J m N Z 2 Lu ce 0 LJi Z Z p 0 O O O U w 0 u J Lu 1/4" = 1'-O" U.N.O. FOUNDATION PLAN A-1 T MW=66 PROJECT LOG ISSUED FOR PRE -CON 1 03-23-21 ISSUED FOR PERMIT 04.04-21 ADDITIONAL NOTES, 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO CEILING IN MASTER SHOWER AND 8'-0' IN OTHER LOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 8'-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 WINDOWS. IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS R-40 BLOWN -IN INSULATION AT ALL A/C AREAS DELETE CERAMIC SOAP DISH IN MASTER BATH ONLY U VALUE SHGC IMPACT .62 / .25 FINISHED CEILING OPT, 2x WD BLOCKIN( EACH SIDE OF 1 FOR MOUNTING 2x MTL. STUDS TYP. FINISHED FLOOR TYP. MEDICI GARAGE CEILING (4) 2x4 METAL STUD FLOOR RO CEILING GARAGE FLOOR NE CABINET ELECT. PANEL / CHASE Z J tL 0 0 J L� W W 0 TEMP FRAMELESS TOP OF KNEEWALL W/ PT 2X TOP PLATE & 1/2' GL W/ CLIPS PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD 1/2" WALL CAP KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWER B SIDE L KNEEWALL W/ DRYWALL &TILE FINI H FINISH THIS SIDE � / z ;D o ROMAN SHWR PT 2X SILL PLATE m W/ 1 /4" TAP Ns & L L L L H R FENDER WASTO SLAB L L L L L L LLLLLL TYP. KNEE WALL SECTION 1/2" = 1'-O" 61-6' AC 12" AC CONC, PAD DETAIL N.T.S. � WASHER DOER 28-1/2"1 SPACE DRYER VENT LOCATION FRONT VIEW DRYER VENT #n 6020 FG nH f=km) 1 n / (2) j10 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE O TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24' O/C 25 GAUGE CHANNEL SHAPED STUDS 24' O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB Hun PINS .145' DIA x 1' LG. 0 16' D/C W/ 1' WASHERS INTERIOR PARTITION 3/4" = V-0" 35 /-.. \ (2) 110 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SEC71ON 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (20 STUDS ® 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 0 12' 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONIC. FLOOR SLAB HILTI PINS .145' DIA x i' LG. 0 16' 0/C W/ i' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0' CALCULATIONS TOTAL U/A COVERED PORCH COVERED PAT10 GARAGE TOTAL AREA CONDENSATE DRAIN TO BE MIN. 12" FROM BUILDING 1,810 S. F. 105 S. F. 142 S. F. 526 S. F. 2, 58J S. F. uj S W cq J W W W W Z Z Z Q q y �e� LL w F z = Oa 0 o 7 .0O C rn� div tU S'in L_Lu i f0 = C an N :cn ` E Q CL In :Ei to o a a � +� E E w = E ti Q p== �4' 3F-0 S I j o cn C '.0G c B -o C7 Z N U O 2 Z O 0 LU Ln 2 w Or ce O Lu ,a E OE W Q ar un m U O ci � ) ��II u � Q Q m G) r p U 14 be = C% 04 r` c,vti=vvcu urn ST" L UCIE PC C0 r Z J }W O Q O V ?� W ' u J 1 W 2: 1 C; 1/4' = i'-O" U.N.O. FLOOR PLAN A-2 W-66 PROJECT LOG ISSUED FOR PRE -CON 03.23-21 ISSUED FOR PERMIT 04-09-21 5/8" THICK MEDIUM TEXTU DECORATIVE CEMENTITOUS FINI ON BLOCK WALLS, T L I I I I I I I I I — I I OD.P = +33.4 PSF -36.3 PSF I - _ _ _ - 9-4" T.O.B.B. MOOTH STUCCO ANDS, '6YP0" FIN. FL SLAB FRONT ELEVATION - ARTISAN W/ CONC TILE ROOF a 6 I I I I I I I I I I I I I � I m IL=i I o PSF I O D.4.7 9 PSF I I Li D.P= +29.9 SF O-37.7 PSF o MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. O D.P.= +28.4 PSF 5/8" THICK MEDIUM TEXTURE -31.2 PSF DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. REAR ELEVATION - ARTISAN — _ 9'-4" T.O.B.B.- 0_ 0" FIN. FL_ SLA W 9 W r - # J ui W < w LL LL J J L W _ W d V N � N Z 'gam Q Z L Oa 0 tocn o u C cn L f0 T 0 o c 3 � Ln (n v v c o v ro 0 o Y3 :5 Z5 rco m Oa.•� v `� a C v E o v w Q O — L 0 cm 'a00 p O C7 O 8 m v =0 5 L t Z 0 b ri 0 J m m Z R ce 0 i LJJ .• • i : > tievlewEV �u' BODE COMPLIAI ST. LUCIE COUP BOCC ti W ICI J W 9'-4- T.O.B.B_ � � O W J W _3 2 ® ® ® ® ® ® ® 1/4" = 1'-0" U.N.O. ELEVATIONS -0'-0" FIN. - SLAB A- 3 A D P= +31.9 PSF O -34.7 PSF LEFT ELEVATIO - N"(AO MW s 66 PROJECT LOG ISSUED FOR PRE -CON 03-23-21 ISSUED FOR PERMIT 04-09-21 ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED ® 2583 (SQ.FT.) x 144 = 371,952 SQ IN. / 150 = 2,480 SQ. IN. REQUIRED NET VENT AREA f 15 SQ IN. PER LINEAR FT. (166 LF) VENT = 2,490 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 024" 0/C TYPICAL W/APPROVED GALL! TRUSS ANCHORS EA. END SEE PLAN/ ELEV. GALV. MTL. DRIP ON iX2 P.T. 2x6 PAINTED TEXTURED SPRUCE FASCIA CEMEN7777OUS FINISH ON METAL LATH ATTACHEI TO LEDGER & 2x4 BLOCKING W/ 7"x24" VENTS ® 8'-0' O.C. (TRUSS CO. TO PROVIDE FLAT SOFFIT) CEAIEMN7I71OUS FINISH OVER 8" CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.2 BETWEEN STUDS 0'-O' FIN. FL. SLAB b 12 6 I I I I I I I I PROVIDE CEMEN11TOUS FINISH PRIOR TO METER INSTALL STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) iNSULARON PER ENERGY CALC RAT RUNS PER TRUSS MANE. 5 ' DRYWALL OR 1/2" "TOUGHROCK" (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FiRE STOP CONE. 8446" MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CONIC. CONT METAL POUR STOP 1/2" DRYWALL iX2 P.T. FURRING ® 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONC. FOORNG SEE FOUNDATION PLAN FOR NOTES & DEXTAILS I -I I_: III=III=T= TYPICAL WALL SECTION SCALE 3/4" = i'D' TYPICAL INSTALLATION II WINDOW ASSEMBLY AS REQUIRED MANUFACTURER MARBLE ri d. wln MORTAR OR :. GROUT 1/2• .. 4 DRYWALL .. ...� -.�::. .4 :4 F" 3FURRING TO i.. `4- MASONRY WALL 4 4. : :" .. ....: OD.P.= +31.9 PSF -34.7 PSF MEDIUM TEXTURE DECORATIVE CEMENTiTOUS FINISH ON BLOCK WALLS, TYP. ■CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2020 R703.4 LIQUID APPLIED FLEXIBLE CONCRETE FLASHING WATER PROOF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF. SPEC SILL IN FULL AR BED AND HEAD JOINT C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 12 6� B6'-0' L D.P = +33.4 PSF 1 OD.P= +33.4 PSF O -36.3 PSF -36.3 PSF I I I I I I I I I I 9'_4" T.O.B.B_ I I I I I I --------- I 0'-0- FIN. FL SLAB RIGHT ELEVATION - ARTISAN STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) - 9'-40 T.O.B.B_ - - _-Om-0_FIN _FL SLAB SECTION A -A - ARTISAN riEvIeW hu 1- -ODE COMPLII ST. LUCIE COt RQCC CONC OR MASONRY ALUMINUM FRAME ix4 P.T. BUCK SET IN STUCCO FINISH FASTEN TO BUCK W/ 31i6"x2 1/2" TAPCON SEALANT AND NAILED W/1-1/2" CASE HARDENEI PERIMETER CAULKING 2x6 P.T. BUCK SET IN SEALANT FASTEN SCREWS 0 12" 0/C PERIMETER SEALANT COIL NAILS AT 12" 0/C. MAX. CONC. OR MASONRY ix4 P.T. BUCK SET IN W/ 1/4" DIA. x 3-1/4' SEALANT AND NAILED TAPCONS 3" FROM EE. STUCCO FINISH CONC. OR MASONRY W/1-1/2" CASE HARDENE ir4 JI6" 0/C MAX. CONC. OR MASONRY 0oCOIL NAILS AT 12' 0/C. .O°AND ° 1x4 P.T. BUCK SET IN b o Qo' ' ° MAX. DOOR TRIM SEALANT AND NAILED All �A W/1-1/2" CASE HARDENED DOOR FRAME COIL NAILS AT 12 0/C,TSTUCCOFINISH DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ MAX.CAULKING CAULKING (2) 16 GALV. x 2" ALUMINUM FRAME SCREWS 0 2'-0" 0/C DRYWALL BOARDFASTEN TO BUCK W/ DOOR FRAME DOOR TRIM CAULKING31167x2-i12" TAPCON FASTEN TO BUCK W/ PERIMETER SEALANT SCREWS ® 12" 0/C (2) 16 GALV. x 2" SCREWS ®2 -0" 0/C STUCCO FINISH PERIMETER SEALANT HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/7L::::: BY DOOR MANE. GARAGE DOOR ///��� ALUMINUM FRAME / SECURE FRAME TO SILL 18 x 1 1/2" SCREWS ® 18" 0/C;GALV. PERIMETER CAULKINGTRACK STL. VERT. TRACK BY MANE. FASTENED TO BRACKETS W/ 'L/ WITH SILICONE CAULKING --DOOR DOOR FRAME FASTEN SILL W/ FLOOR COVERING 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS OO° °0 16x 2 SCREWS 2'-0" O/C O'O GALV. STL. TRACK `o .Oo.0° o BRACKETS FASTENED F FLOOR COVERING° FLOOR SLAB2x8 TO WOOD JAMB C LAG SCREWSCONG P.T ATTACHED TO PRECAST OR POURED°3/i6"xi-1/4" SILL 0°O° 6� 0 PERIMETER CAULKING MANU.'S METHOD OF COLUMN W/ 5/8" WEDGE PERIMETER CAULKING STUCCO FINISH A7TAL{MENTSHALL ANCHORS ®2'-0" 0/C VERT. PREVAIL *0' SuBwTIED 6" MAX FROM ENDS AND (, ) GROU BED W COMPLETE INSBIUCIIONS 2 FROM INSIDE EDGE OF 2X8 CON E7E SLAB SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL S.G.D.} W S W r $ Lu LHLu z z W Z w O 3 LL w J m o � m z 0 t( p Z m `o O a rncn o Ia cn S C -s-- cu o = cng n � t = rc 3 .L..+ to = O to C7 Ln c En rn +e a v ro Q G o Iv c �n E o 0 0 0 *' E �i O �i E QO s= a o ` `cg F- O vi N CU 0 W Y v c`� cu -0 N J Z O G i2 ce 0 J m Ln Z R or O W Z J O Q V � W U � 0 � J OJ W Lf) 1/4" = 1'-0" U.N.O. ELEVATIONS SECTIONS A-4 A W=66 ROOF SHEATHING NAIL PER SCHEDULE GABEL END BLOCKING TRUSS TOP CHORD ENG. AND APPROVED WOO TRUSS'S SEE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL NAIL SHEATHING TO LADDER EDGE TYP. WALL SEC77ON FOR ACTUAL HEEL TO LADDER W/ 16d 0 8" O/C PER DIAPHRAGM SCHEDULE AND OVERHANG CONDITIONS (3) 160 TV.��A7 ZVf 2x4 LADDER FOR O.H. 012" 0/C (3) i6D TYP. CONT. FASCIA BOARD (SEE WALL SECTION) SEE TRUSS CONNECTOR NOTE x4 DIAGONAL BRACE RES INkx 2X4 LADDER AT 16" 0/C INSTALL PER. MFR. SPECIFICATIONS 76 MAX CONT. 2x4 LADDER PLATE ANCHORED TO GE 0 4'-0" 0/C. 7YP. (8" MAX. O.H.) TRUSS W/ 16d NAILS ® 8" O/C MAX. 2X4 CONT. LADDER EDGE W/ (2) i6d NAILS 2x4 LATERAL BR NG 8" O.C. TO TOP CHORD OF TRUSS 2x4 DIAGONAL BRACE RESTRAINT ® 4'-0" O/C ® 4'-0" 0/C, TYF SEE PLAN ((2)) 10d TYP ((2)) 10d TYP WALL SHEATHING NAIL PER SCHEDULE EA. ]BUSS E�(. TRUSS GABLE END FASTEN TO TRUSS. SEE TRUSS ENGINEERING WALL SHEATHING NAiL PER SCHEDULE DETAILS FOR TRUSS CONNECTION . V-0" MAX. GABLE END FASTEN TO SLEEPER W/ 16d NAILS REINFORCE WR77CAL MEMBERS 0 4" O/C TYPICAL REINFORCE WR71CAL MEMBERS CONT. MASONRY BOND BEAM OF GABLE END TRUSS W/2x4 CONT. POUR STOP T-BRACE AT EA. VERT. CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI GABLEEAD TRUEA. VERWT2x4 XDNI 2-5/8" LG. 0 6" 0/C USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS NAIL W/16d NAILS 0 8. 0/C PLAN WEW ® EA. TRUSS VERT. WEB (24" 0/C) PLAN WE 8" CMU WALL NAIL w/16d NAILS 08" OJC W AT T-BRACE AT TEE BRACE CONT. CONC. OR MASONRY TIE BEAM SEE TIE CONTT, CONC. OR MASONRY LIE BEAM BEAM SCHEDULE SEE VE BEAM SCHEDULE 1 2 CONNECTION DETAIL CONNECTION DETAIL 2x4 LATERAL BRACING 0 4'-0" O/C A5 CONNECTION DETAIL A5 A5 LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIF1 LINTEL SPECIFICATION 1 17'-4" 2047 057 872 286 BF34-1B/1T 2 4'-4" 6406 0 4033 0 8F14-lB/lT 3 5'-4" 5365 0 2290 0 8F16-lB/iT 4 7'-6" 2661 1841 1634 650 8Fi6-lB/lT 5 5'-4" 5365 217 2290 100 8F16-lB/iT 6 9'-4" 1843 0 1133 0 8F16-18/lT 7 6'-4" 3971 217 3971 100 8F16-lB/iT 8 14'-8" 1370 217 519 100 8Fi6-lB/lT 9 5-4" 5365 217 2290 100 8F16-lB/lT 10 7'-6- 6472 1500 3508 500 8F16-lB/iT 11 3'-6" 6113 1500 3547 500 8F16-lB/lT 12 5-4" 5365 1500 2290 500 8F16-lB/lT 13 4'-0" 6113 210 3079 82 BFi6-lB/iT 14 4'-0' 6113 210 3079 82 8F16-lB/lT A5 REVIEWED FOR ODE COMPLIANCE TLV; E COUNTY Rocc PROJECT LOG ISSUED FOR PRE -CON 03.23-21 ISSUED FOR PERMIT 04.09-21 ui w ft w Lu w Z J LJJ a 3 N u J F r � z o d � N z € O � 0 Z 0 b 0 J rb Ln Z 2 W w ce 0 Lu h J w A H Z � o O � O O U � w U � J Of il w 7: Ln 1/4" = 1'-O" U.N.O. STRUCTURAL � A-5 PROJECT LOG ISSUED FOR PRE -CON 03-23-21 ISSUED FOR PERMIT 04-09-21 TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Fi) MARK USP CONNECTOR TRUSS 71E-BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) 10d x 1-112' - g9of 19801 335 1 670 2451 490 TC-2 TA14 7 10d x 1-1 2' - 12051 24101 335 1 670 4 2451 490 TC-3 HTWW16 8 10d x 1-1 4) 9 4' x 1-3 4' WAB. 12251 1225 1 - 12251- TC-4 HTA16 9 10d x 1-1 - 1870.1 2430 if 7101 1310 2701 1215 TC-5 HTW20 20) 10d x 1-1 24) 10d x 1-1 2' 1530 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2E 2R 2N ZONE 3E 3R PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER, EDGE INTER, LOCAPON PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL 24' 0/C SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RATING 40120 19 32' MAX. 6' 0 C 6' 0 C 6' 0 C 6' 0 C 6' O C 4' 0 C 4' 0 C SHOWN ON PLAN APA RATED SHEATHING 8d RING- Bd RING- 8d RING- NAIL CORNER STUDS EXT. EXPOSURE 1, OR EQUAL 16' O/C SHANK SHANK SHANK AT 4' 0/C MAX. TYPICAL WALL SPAN RATING 40120 19/32 MAX. 4' O C 1 4' 0 C 6' 0 C I BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. EXPOSURE 1, OR EQUAL 16' 0/C SHANK SHANK SHANK BLOCK FREE WALL SPAN RATING 32116 1 75/32 MAX. 6' 0 C 6' 0 C 12' 0 C EDGES Hatch Legend ++++ CRICKET AREA BY BLDR. 9'-4" A. F. F NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1 TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CLIPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS ® 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL F2 Moisture barr not shown r NOTE: THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS MAY OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF TYP. ROOF FLASHING DETAIL N.T.S. a. EDGE STRIP DEFINED AS THE LESSER OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. O O m W 9 J ^ ^ � Lu W w LL Lu d Z O w z j A Z N z �8m O Q z 0 0 a 0 ,n f 0 L C W R —2:' w 2,, 0 rn( aw N S 'Fn L f0 0 C aL+ le .�rn ` c � v v w Ao c m rco 0 a�i�� �� .2E E v a0 c O °� s C c c p C=J tp fo -a z aai C3 t z 0 O J CG Ln z R w ce RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3, 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF ZONE NAILING REQUIREMENTS. ROOF ZONE DIAGRAM r� ..P' nW", PROJECT LOG ISSUED FOR PRE -CON 03-23-21 ISSUED FOR PERMIT 04-09-21 *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). NOTE: GARAGE PUSH BUTTON LOCATED ® 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 EDGE OF SWTCH PLATES TO BE NO LESS THAN 4° FROM OPENINGS NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F.F. IF APPLICABLE 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 CHO Homes Corporation or other CHO 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 %6 1 A/C COMPRESSOR 2 40 B 0 0 1 RANGE 2 50 6 12A 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 10 4.5 1 0 1 WASHER 1 20 12 1 1.5 1 0 1 GARBAGE DISPOSAL 1 20 12 1.0 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 1 GARAGE DOOR OPENER 1 20 12 .4 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 12 GEN. LIGHTING 1 15 14 54 0 1 IRRIGATION PUMP & TIMEN 1 20 12 1.5 0 41.2 1 9,6 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 12.52 A/C LOAD AT 65% = 6.24 TOTAL = 28,76 x 1000/240 = 1192 AMPS CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED ® 1,810 SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,430 / 10 (GEN.LTG.CIR.) = 543 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. (1) SETS OF (3) 14/0 AWG. Ti IN 2' CONDUIT 200 AMP SERVICE DIMEIER SC. COMBO PANEL IL 200 A 5/8° GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDA77ON 20'-0° LONG MIN. ELECTRICAL RISER DIAGRAM ELECTRICAL NOTE: FIELD VERIFY OUTLET DIMENSIONS PRIOR TO INSTALLING CABINETS FIELD VERIFY LOCATION INTERIOR ELEVATION - "WaRMountedTV" OPTION ELECTRICAL SYMBOLS NEST® RECES DUPLEX RECEPTACLE SWITCH TELEVISION JACK ® DETECTOR ® EYEBALLLLD (� AT 12' A.F.F. SINGLE POLE 4 PRE WIRED Q� DUPLEX RECEPTACLE SWITCH 220 V. RECEPTACLE L] FLOODGH� F.P.&L METER Ile AT BASE T3 THREE WAY AT 12" A.F.F. @ SMOKE O �� g h DISC. Q� DUPLEX RECEPTACLE SWITCH Q HVAC ® BREAKER IIC AT 8" ABV. COUNTER f4 FOUR WAY I THERMOSTAT ® SMOKE / CARBON PANEL MONOXIDE DETECTOR Q INTERCOM EXHAUST DUPLEX RECEPTACLE }i SWITCH I AT 60" A.F.F. SW� FAN FLUSH IN FLOOR R RHEOSTAT DISCONNECT TELEPHONE OUTLET F L EXHAUST FAN ® AT 12° A.F.F. QD DUPLEX RECEPTACLE f SWITCH � PADDLE FAN W/ LIGHT GFI GROUND FAULT D DIMMER TELEPHONE OUTLET W/ OR WO/ LIGHTLV FLUSH IN FLOOR FLUORESCENT RELEASE DUPLEX RECEPTACLE SWITCH FIXTURE CLG. MNIED. TOP REC. SWITCHED K KEYED ® SPEAKER (V� VOLUME IN CLG. INCANDESCENT LIGHT j CONTROL Q� OUPLEXRECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX IVP WATERPROOFKEYPAD WALL OUTLET FIXTUREFIXTUREWALLT LIGHTMNTERECEPTACLE �I DUPLEX RECEPTACLE JUNCTION SPEAKER LOW VTILTAGE aUC UNDER COUNTER BOX HOME RUN ® HI HAT TR TRANSFORMER CLG. MOUNTED O INTERCOM © DOOR CAT5 ® HI HAT FB FAN BOX I STATION I CHIME HOME RUN VAPOR PROOF IN CLG. ELL N KtVSCVVcIv 0 .,, CODE COMPLIANC` ST. LUCIE COUNTY BOCC ui 0 J w a- Z J W � < w N LL ~ E � ❑ z 0 Q J Q � ,° N � d� O w = ❑ Z m `o Oa En ro o rn no U, S Cn En -o 2 v rco n 0 o O o, a r v `n }LR c O c to aV f, _ ro 0 En c Uv Y cn o no Y! o rco rco o+' aci+p' ccn =Cr 0fNp N J o U F- O CT CC 'a=1. C p C7 uj aJ Q. d d M t z O G i2 Od O J Co En z R Ce Ce O LU J A H L.L w � r J JJ LL Ln 1/4" = 1'4" U.N.O. ELECTRICAL PLAN E-1 T PROJECT LOG ISSUED FOR PRE -CON 03-23.2� ISSUED FOR PERMIT '04-04-21. TOTAL VOLUME CUB�C FEET: 17376 BAT MASTER SUITE WIa,,00 MAST R 5x5x,4. € 2 r M 1Ox1Ox8 189CFM ,^K.A.G... FLEX i 9'-4" CLNG 11 V. PATIO FM EXHAUST k wwwwE 8"w r f� GREAT ROOM 10x10x8 180 CFM 10'-4" CLNG a„0 ,. ...... HTU260 HTU260 C"O10x10x7 17 FM9'-4" CLNG DINING KITCHEN iaiu 10" OxSOx 115 FA O 3- 7" 0 10x1Ox7 109 CFM 5"0 *xs-x5 4Z 4FM FOYER"�N .. 10'-4" C lG O1, I9 12"xi 2" W/awim 1Ox18x7 FI FX 120 OFM CLN%EDROOM 3 F U26 HTU260 OU-1 3-TON' TWO BAY GARAGE DO NOT SCALE PLANS T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN HB titvltvvr w 4 CODE COMPLIANC, ST. LUCIE COUNTY BOCC a m W e L W Lu a W Z 3 it LL J p Q g Fd N S Q Z a O`a 0 r J ' (� W u a E Y u .. U o O :C a c — dD �_ r S CN '.., BN a CV ram. m r. Q Z A� a z d o W U O U a/ W LJ `D o U W ZJ (~!i 1/4' = 1'-0' U.N.O. MECHANICAL PLAN M-1 T A mi V . " ' N