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HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR PRE -CON 04.14-21 ISSUED FOR PERMIT 04-27-21 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. CONSTRUCTIOIN 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 BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FIR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL FLOOR BLW BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE BTM. BOTTOM CALM. GALVANIZED OLD. CEILING GFl GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COL COLUMN GWB GYPSUM WALLBOARD CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL DOUBLE HIPS. HOOPS DIA DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SUDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS, INSULATION DW DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELM ELECTRICAL UN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE LT. LAUNDRY TUB 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. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. P HORIZONTAL 0 CEILING 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 OTHER VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 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 7HHN COPPER. UNLESS NOTED OTHERWISE. USING THE 2020 FLORIDA BUILDING CODE 7th EDITION 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, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF & WHERE REQUIRED BY OTHER CODES, 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. B. 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 AUGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER 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 RENEW 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 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. S. 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. 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. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL STEEL 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 MISC. EQUIPMENT. SHOWN ON PLANS. 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 WTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS MFR. MANUFACTURER TEMP, TEMPERED 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 MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. 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. MONO. MTL MONOUTHIC 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 WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION 12 PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. O/C OVER HEAD DOOR ON CENTER TIP. 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. P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK "BB') REINFORCING SHALL BE CONTINUOUS THROUGH BOND P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 530-05/ AS.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 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 CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210- a ) 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 PART'N. PKT. PARTITION POCKET WC W). WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E 7-16/7.M.S. 602- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8. PLYING. 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 R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'4' MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE S.C. S.G.D. SOLID RE SLIDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CEII. 17. PRENRE FOR GARAGE DOOR OPENER SENSOR. SH SINGE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. OPENINGS SHALL PROVIDED AT THE BOTTOM GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94Y94 AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 1& ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 12G-VOLT, T OVER 4! T LIFT OVER 4°-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND L SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL 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 *FILL BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R73 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' TAPCDNS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF FULL LITE 4" & 1&5 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 1 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS D FL 17499.9 SH 25 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 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS E FL 1534110 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS 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 F FL 17499.9 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P= +29.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2" FROM EDGE -37-7 PSF +60.0 PSF -70.0 PSF G FL 22401.3 12080 SGO 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 0 12' O/C MAX SPACING -31.2 PSF H FL 17499.9 (2) SH 25 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2- FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS I FL 15349.10 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS 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 J FL 17499.9 SH H33 MI NNDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.4 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 K 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 PSIF FL 17499.8 010' 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 P FL 17499.8 0 10' O/C MAX SPACING & 2- FROM EDGE -34,7 PSF +60.0 PSF -70.0 PS M 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 PSIF FL 17499.8 0 10' 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 MULUONS MAX. 83' HORIZ &DOORS (4) FASTENERS PER CLIP TOP & BIM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.9 MAX. 156-3 8- VERT. FL 17472.2 EASTERN 1/4' TAPOONS W/1-3/4- MIN. EMBED MULLIONS MAX. 108" LENGTH ARCHITECTURAL (0) 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 TLE PRODUCTS ROOFING FL 5374-135 HIP AND RIDGE CHANNEL METAL EAST COAST 3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160 -83.4 psf -169 psf. METALS, INC ROOFING MEMBRANE 30} FELT N/A N/A UNDERLAYMENT ASTM D-226 /30 FELT N/A BUTTON CAPS 12' GRID, 6' O.C. AT A MIN. 4' HEAD LAP ROOFING NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED I OR MORE UNDERI.AYMENT SIBS UNDERLAYMENT INC.. IES NAILS AND TIN CAPS 12' 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 7/8' LC., 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 NTH ACI 318-11 AND ACI 301-05, ALL 12. DIMENSIONAL LUMBER SHALL BE 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 PS 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 HORIZONTALSHALL HAVE A SEDELAS71CITY OF 1600 KSI OR BETTER, AS INED L SHEAR LUMBER GRAMODU DING AGENCY. 3/4" BEAMS WINO 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=60.000) 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 A STEEL TO BE GRADE 60. MANUAL ff � DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE14. 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.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSIED 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.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT 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. ALL LOADS DURING CONSTRUCTION. 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 REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16" CROWN METAL 8. INSTALL CHASE PIPE FOR HVAC. 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 z 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEUNGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL - 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE 15. PNEUMATC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES 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 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 & ASCE 7-16. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL' AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR USTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE 11301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: HC? �Q1�E5 CLEMENTINE LOT 18 MEADOWOOD COPYRIGHT 2021 TYPICAL "MI" WINDOWS TV0 'ry F-1 N N tD 10 co a) - u 52d" 25�" 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 BOARD �_- P.T. WOOD BUCK P.T. WOOD BUCK �_- 38" 70" II 38" IMUM SH 35 TYP. BAY WINDOW �s FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS° 2005 EDITION. MATERIALS DOORS NOT LESS THAN ? (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-319 LF,SS THAN j' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWELUNG 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. MEET STEEL OR OTHER N,DPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. & THE 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. LOCATION L`ff DEAQ RART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 AND: 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. DIEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE NTH 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. THERMA TRU EXTERIOR DOORS NEI 2x P.T. WOOD BUCK SHOWN TIP. [E-1 El 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 X 98 1/2- H X 98 1/2- H X 98 1/2' H \\\` X 9B 1/2- H X 96 1/2- H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 1 � EDGE OF SLAB _J 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 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 # DETAIL SCALE DETAIL owc SCALE SECTION DWG. SCALE SECTION oWG. SCALE # INTERIOR ELEV. SCALE B--#-] BEAM LABEL REVISION Ily ,�"# !1/ NORTH ARROW BREAK LINE o r s• r SCALE -GRAPHIC SCALE C-1 DOVER SHEET A-1 FOUNDATION PUN 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 L� 4 oxc 2 INTERIOR ELEVATION REVI VIED I 3 COD OR �# COLUMN LABEL ST. 1E//��CC c F# FOOTING LABEL W M S uj J $ ui L z J W _ -7 N Q LL w o z 0 0 Q = p z m Oa EA O ro :n W N' O to O cn CL °� +� L c rc O = p rho N aci le 3 3 C5 vi c rn i-, C d d _� a n Y3 + i o tco cco Oa.-. V N aL' E ++ C Ln W O E 0 O= m d o O c O IS - j _ m e o c p C3 UJ N `D O ` ]C z 8 N -0 W C Ln En ra z O b ce rn ce O J m Ln Z 2 ce ce Q POT SHELF HEIGHT w AS NOTED �1 R 4 PPED I�/1!//1!//1!!/1l//1J �j HEIGHT AS NOSOFFITED LL_ ARCHED 1 PLAN OR REV. 5 .-i E CO. �s a - MASONRY CONSTRUCTION O TYPICAL O ■■ GROUT FILLED CELL SEE FOUNDATION PLAN T 1 V o 3:W00 O Lu U FRAME Q J CONSTRUCTION OLu - BEARING FRAME CONSTRUCTION 1/4" = 1'-0" U.N.O. ELLy BEAM HEIGHT CHANGE COVER SHEET 0'-O" FIN. FL SLAB FLODR E ATION` C-1 r "�" MW.18 PROJECT LOG ISSUED FOR PRE -CON 04.14.21 ISSUED FOR PERMIT 04.27.21 TRUSS END DETAIL SQUARE CUT OVERHANGO w/2X4 LEV62 RETURNS 6� 4-3/16" HEEL HEIGHT 511 1 /2" TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d x 1-1 2' - 990 1 1980 .3351 670 1 245 1 490 7C-2 TA14 (7) 10d x 1-112"V2410d 1205 2410 335 670 245 / 490 IC-3 HT016 8) 10d x 1-1 4' WAR 1225 - 1225 - 1225 - TC-4 HTA16 (9) 10d x 1-1 2' :x1-1/2" 1870 2430 710 131 270 1 115 TC-5 MW20 20) 10d x 1-1 2 1530 - - - - - ------------- 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLOR 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 PANEL FRAMING BOUNDARIES EDGE MRER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING Bd RING- 8d RING- 8d RING- 8d RING- Bd RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL 24" 0/C SHANK SWANK SHANK SHANK SHANK SHAW SHANK BLOCKED AS SPAN RATING 40 20 19132 MAX. 6° 0 C 6" 0 C 6° 0 C 6" 0 C 6' 0 C 4" 0 C 4° 0 C SHOWN ON PLAN APA RATED SHEATHING Bd RING- 8d RING- Bd RING- NAIL CORNER STUDS EXT. EXPOSURE I, OR EQUAL 16" O/C SHANK SHANK SWANK AT 4' O/C MAX TYPICAL WALL SPAN RATING 40120 19/32 MAX. 4" 0 C 4" 0 C 60 0 C BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- Id R1NG- INL WALL EXPOSURE I, OR EQUAL SPAN RA71NG 32116 15 32 16" 0/C MAX SHANK 6° 0 C SWNK 6" 0 C SWANK T,2' 0 C BLOCK FREE EDGES 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 00F NAILING IS IDENTICAL FOR ZONES 1 & 2 Fa a. v �a NlalstUrebains not shown h�� B 4 #5 rebarmin. �w �; r raavamn. tP,r•m 3 t�wy.. � � A� _ 3 I y"R '. N13MIG IL I+lOpe I!k Yw P @ I§ @ AI IAn 2J (N 11U t ¢ IS 9 IY i iiSMF4-p 94 Ib, I$ Ia kA2W "e., a1 �51R I TYP. MISSED STRAP DETAIL NOTE TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER 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 HID CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL ., J%^ ar. c o .... N9.MSAi AFk61 T ! Fs.: T! I j x �r F✓ :EV( a It.e; aDE Cp'MPI ST. LUOtE [, f NOTE: THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS AYE OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF LU r u W w uJ L Z w (W} z g0 Tq z 0 QFk Z a 0 0 y o a `° p o a aLuo cO c_+�j 0 n a O vi o can N ch C Qi W .� .Q C a) 5 -0 -0 -0 Q 0 fau 'n � 8� p E W 0 p a� o .2 E o O n o F- O cn o o 0 LU as E moo 8 C � c� Z _0 U O aN_+ z O b ii rn Ce 0 J tG z R ce ce O LU Bit, 0 WON TYP. ROOF FLASHING DETAIL jj N.T.S. COD LL FILE C( W p 0 a: EDGE STRIP DEFINED AS THE LESSER OF 1OX 2E �„� O U OF LEAST HORIZONTAL DIMENSION OF BUILDRNG caw) LU OR 4OX OF HEIGHT H BUT NOT LESS 11NN 4X OF V � s_-., ATLEA�O HOT 3 RIZONTAL DIMENSION OF BUILDING AND _��_--_-__-� _ 00 O U 3E J 2R ivx0LU -�` ` , f 1)4" = 1'-0" U.N. -- -- --- Q 2Rr TRUSS -------- PLAN Oi NOTE: SEE DIAPHRAGM -1 --- -- SCHEDULE FOR ROOF ZONE NAILING N* I REQUIREMENTS. ROOF ZONE DIAGRAM PROJECT LOG ISSUED FOR PRE -CON 04-14-21 ISSUED FOR PERMIT 04-27-21 (1) SETS OF (3) /4/0 AWG. THWN IN 2 CONDUIT 200 AMP SERVICE p METER DISC. CO A' PANEL IL 200 A 5/8- GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0' LONG MIN. ELECTRICAL RISER DIAGRAM *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA NOTE: THERMOSTAT TO BE 62" A.F.F. AND 9- HORIZONTALLY FROM ANY CORNER OF WALL OR OPENING PER PLAN NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). NOTE. ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM NOTE: GARAGE PUSH BUTTON OPENINGS LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. 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. CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 1,832 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,496 / 10 (GEN.LTG.CIR.) = 550 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. 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 9 0 0 1 RANGE 2 50 6 12.0 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 20 12 1 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 12 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 12 GEN. LIGHTING 1 1 15 14 5.5 1 0 38.4 1 9.6 Ist 10,000 at 1007 = 10.00 REMAINDER AT 40% = 12.52 A/C LOAD AT 657 = 6.24 TOTAL = 28.76 x 1000/240 = 119.8 AMPS ELECTRICAL SYMBOLS RECESS Q� DUPLEX RECEPTACLE $ SWITCH TELEVISION JACK G DETECTOR ® EYEBALL D I AT 12" A.F.F. I SINGLE POLE 4 PRE WIRED DUPLEX RECEPTACLE SWITCH 220 RECEPTACLE � SECURITY FLOODLSTATION LIGHTS F P &. METER le AT BASE �3 THREE WAY V. 12' A.F.F. sD SMOKE g & DISC. WAC BREAKER o DETECTOR DUPLEX RECEPTACLE SWITCH�< FOUR WAY I THERMOSTAT ® SMOKE/ CARBON ® PANEL la AT 8" A6V. COUNTER Q INTERCOM MONOXIDE DETECTOR EXHAUST O DUPLEX RECEPTACLE }i SWITCH I AT 60' A.F.F. NCH FAN FLUSH IN FLOOR R RHEOSTAT ❑� DISCONNECT TELEPHONE OUTLET Q� FL EXHAUST FAN ?DUPLEX RECEPTACLE s SWITCH ® AT 12" A.F.F. db PADDLE FAN W/ LIGHT GFI GROUND FAULT fe DIMMER TELEPHONE OUTLET W/ OR WO/ LIGHTLV DOOR FLUSH IN FLOOR FLUORESCENT RELEASE Q} DUPLEX RECEPTACLE SWITCH FIXTURE CLG. MNTED. I TOP REC. SWITCHED K KEYED ® SPEAKER (v� VOLUME IN CLG. INCANDESCENT LIGHT '1' CONTROL DUPLEX RECEPTACLE ® SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX WP WATERPROOF I KEYPAD WALL OUTLET RECEPTACLE INCANDESCENT LIGHT 'Th DUPLEX RECEPTACLE JUNCTION SPEAKER FIXTURE WALL. MNTED. iuc UNDER COUNTER BOX R HI HAT TR LOW VOLTAGE 4 HOME RUN ® CLG. MOUNTED TRANSFORMER INTERCOM © DOOR CAT6 ® HI HAT FE FAN BOX STATION CHIME T HOME RUN VAPOR PROOF IN CLG. W (I A W e 211 al Lu a J W D N IN u z rn Z � Oa rn O C1 cn t C y? _ W to n. fl- p � � . 3 2: 0 can@ V 0 a a^ QJ -0a0 t r0 = C eoQJ N Y C Ol in C-0 -Op O N pa-+ rco- CCU- V a� E �15O ++ C fa (n W O E d E 00 dO cn o p C.7 a�i QJ E " Y H p -e -a c rn .— t z 0 b ct 2 w In N Z 2 LU Ce ine LU y O 0 ?� W 00 1--1 � 0 Q U J J W 1 2: N 1/4" = 1'-O" U.N.O. ELECTRICAL PLAN E-1 W=18 PROJECT LOG ISSUED FOR PRE -CON 04.14-21 '... ISSUED FOR PERMIT 04-27-21 DECORATIVE STUCCO I_ EllICI ICI ICI _ IICI ICI � ■ It It I_I ICI CI IICI It I_I I_I ICI I_ I_ llI I _I �I II� ICI O D.P.= +31.9 PSF D.P= +31.9 PSF -34.7 PSF -34.7 PSF 10'-8° T.O.B.B. 9-4° T.O.B.B. DIUM TEXTURE DORATNE CEMENTITOUS FINISH BLOCK WALLS, TYP. - - 0'-O°-FIN . FL SLAB DD.P= -34.7 PSF O D.P.= +34.7 PSF G) -34.7 PSF OD.P= +34.7 PSF D.P.= +29.9 PSF / -37.7 PSF MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. FRONT ELEVATION - CLASSIC W/ CONICTILE ROOF D.P. +28.4 PSF -31.2 PSF MEDIUM TEXTURE DECORATIVE CEMENTTTOUS FINISH ON BLOCK WALLS, TYP. �6'-0�-0' O D.P.= +33.4 PSF -36.3 PSF O D.P.= +31.9 PSF -34.7 PSF - - 0_ 0" FIN. FL. SLAB REAR ELEVATION - CLASSIC REVIEWED FOR CODE COMPLIANCE a = 4.0" ST. LUCIE COUNTY BOCC \ ' I I � I 10'-8_° T.O.^^B.B.. y F ILET.G9�./ i i RIGHT ELEVATION - CLASSIC -0'-0" FIN. -FL. SLAB W a M 0 W W LL LL d ❑ �O � ,O � Z fn cc)cn p Nvto u LLJ p c 2 s fau rn°� " Q p a d Vf L_ f0 O C R Q) NEn 78 ` _� a Q e :Ei C f0 2 p--N ++ (n O p p p E i CM)C N F- O u ]G tf z `n cu cu 0 f a Z O 0 U w 0 0M Q J OJ W 1/4" = 1'•0" ELEVATIONS A-3 W=18 FOOTING SCHEDULE MARK SIZE D REINFORCING DESCRIPTION DEFAIL NO. F-1 20" x 18' W/2 15 CONT. B7M. EXTERIOR MONOLITHIC ONE STORY I F-2 20" x 18' W/2 /5 CONT. B7M. EXTERIOR MONOLITHIC 0 RECESS 38 F-3 3-0' x 3'-0" x 12" W/4 /5 BTU. E.W. ISOLATED PAD 7 F-4 20' x 164 W/2 /5 CONE. BTM. INTERIOR MONOLITHIC 27 TE-1 10' x DROP x CONT. W/115 CONT THICKENED EDGE AT DROP 34 MASONRY WALL BEYOND OVERHEAD GARAGE DOOR PAVER RECESS CONC. BRICK PAVER OHD RECESS SET IN SAND SLOPE PER SURVEY �• FOOTING SEE SCHED® �� . "1�..,..V•� 20` DRIVEWAY / GARAGE INTERSECTION CONC, POURED FILLED — CELL W/ STL, PER PLAN DOWELL & EPDXY (1) #s REBAR INT❑ SLAB @ FILLED CELL LOCATION W/ 4' MIN. EMBED. INT❑ SLAB MISSED COLUMN STL. DETAIL COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 8'x8" CONC. BLK. W/l FULLY GROUTED CELL W/1-/5 VERT. EA. CELL C-1 BLOCK a W-0" 0 C MAX. OR AS LOCATED ON PLANS 8,X164 C-2 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS W 1- 5 VERT. EA. CELL 8 x 12" C-3 BLOCK CONC. BLOCK W/2 FULLY GROUTED CELLS W/2-/5 VERT. 12 x 12' C-4 BLOCK CONC. BLOCK W/1 FULLY GROUTED CELLS W/4-/5 VERT g' COOR MASONRY I` MATCHING DOWELS FOR COLUMNS 48 BAR DIA. I. 4 - ' � I COLUMN MIN. W/5TD. HOOKS IM. BEARING WALL FIBERMESH �' '.II; MATCHING DOWELS SEE FRAMING PLAN Vie' .il_ 48 BAR Dbl MIN. TRANSVERSE REBAR ONLY AS REQD. GRADE W/STD. HOOKS FOOTING REBAR I: ' h SEE F007ING SCHED. SEE FOOTING SCHED. FIBERMES1 WELDED WIRE MESH Ld 7" 2 ate.. ''..dti N ':tea-�• • tee. ._.:. �., W ° PAD REBAR� a ti a- SCHED, EQ, EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS CONT REBAR FIBERMESH - SEE CHED. REMAIN. SPACE OTHERS EQ. EQ. SEE FOOTING SCHED. 1-5 CONT. EQUALLY SCHED, ENTER BAR SCH ULE OHENMT C(2) 3" MIN. COVER 10' TYP. EXTERIOR CONT. O ISOLATED PAD 38 27 READ. 34 THICKENED EDGE MONOLITHIC FOOTING EXT. CONT. MONOLITHIC INT. CONT. MONOLITHIC #1 6020 HEAD 0 8G 0' I I I I HEAD H0 8'-0" • Lim LeLot IIIIIIIIIIIs F— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r El ® I T I L J F1 I 14'-4" I0 0 LJ I PROVIDE � — ELECTRIC TO I C3 17'-2" ISLAND I I I 2-D F1 F1 i PAVER 3080 EXT DR M i I I L--- 4 0 0 5i o F3 �I PAVERS I I PAVERS L---J C4 N F3 A -- A4 3'-8° 1, 2'-4' STEPh T C2 CZ FIR. OL zi C3 . 16070 OHD 10'-0' I 0'-0° FIN. FLOOR SLAB L i ® �� 2-5�8" X 10' RECESS w ti 2'-4- 17'-10' L — ---------------------- -------I n 5'-0' 5'-0' I\ I 8" W X 5-Ae" D RECESS FOR PAVERS (FOOTINGDEPTH FROM I C2 I c \\\ I O BO'ITOMMEASURED OF RECESS) W/ \\ rF � 6" W X 3/4" D RECESS IL _ J II BEHIND (SLOPED) I 0G -- a. \ I w NOTE: FORM GARAGE SIDE DEMISING WALL 18-0 1/2' \ cad RECESS 1-1/2" SMALLER THAN ACTUAL FINISHED DIMS SHOWN HERE F2 O UNDER SLAB I \\ A/C CONDUIT N F1 v FORM SHOWER PAN I Y-1 1-1/2- LARGER ON ALL -----lSIDE3 THAN ACTUAL I 4" \\ I FIN HED DIMS/ ao I 6 6" SHOWHERE I \ F1 I �s'-o" F1 j \O F2 j L--------------------------------L Q N \\ n E ® ® ® a 6020 FG SH H3f SH 35 \ HEAD 0 8'-0" HEAD 8'-0" HEAD 11 B'-O" \\ 6'-4" 6'-0° 6'-0° 6'-0' 2'-0' 4'-7' V_0" 6'-0" - 6'-0' 6'-0" 28'-4° 6'-0• 3'-5" 8'-10• 34'-7" -TYP, HOLLOW MASONRY BLOCK 79-2' RUNNING BOND PER PLAN CONC, SLAB & MONOLITHIC FOUNDATION PER PLAN N I I [P T i� :D FOR IPLIANCE COUNTY FILE COPY PROJECT LOG ISSUED FOR PRE -CON 04-14-21 ISSUED FOR PERMIT 04-27-21 W O S W � r W W auj = i <" z W 3 LL � LL � z 0 Q � N a QLL v, is 0 ro can c cLn� 2 T W co C p o 2 = rn °x y rn L_ C o C m LEn a Q 3 o+� aai?-.'+ ccn aw o Lu E awi �o n 2: ea�0 o o � cn rn q-' O c c = g z C a cx c7 � •u `o N'aN—.' rr Z O b ce rn ce 0 LU J m Ln m Ln Lu ce ime Lu L1J L o 6 0) c: — CD U v- r J L17 is CV En u_ W W � � o I� O U 00 W in QW m: I 1n 1/4" = V-0" U.N.O. FOUNDATION PLAN A-1 PROJECT LOG ISSUED FOR PRE -CON 04-14-21 ISSUED FOR PERMIT 04-27-21 LLJ 9 Lu DI w J A g d w uj Z ou g n z w N Z° O 1 Q A5 s'-4• T.o.B.B. 1 1 O 10'-8• T.O.B.B. O7 i i TYP. WALL ENG. AND SECTION FOR ACTUALPROVED WOOD SSS HEEL SEE w c c c s AND OVERHANG CONDITIONS — ro a Z SEE TRUSS CONNECTOR NOTE 2 a a' a u@ _j INSTALL PER. MFR. SPECIFICATIONS A5 d aL aci ato = v c +� 3 fn c o a - O v N SEE PLAN -a y. 4'-0° MAX. O p a N V' +c+ c 3 I fl `—° D'3 £ cc m o Lu CONE MASONRY BOND BEAM I E 2 v _O w J o d a flO m ° a� a� CONT. POUR STOP o O c`� i Z 8° CMU WALL cn rn c� c o C7 w a ce E O Y oG 03 A5 -a y A5 CONNECTION DETAIL q I _ _ _ _ _ A cn 4 A4 1 PRE-ENG. WOOD TRUSSES _T SEE TYP. WALL SECTION 13 FOR ACTUAL HEEL AND 10 o E O.H. CONDITIONS No , , USP HTW20 _ Q FASTEN TO WALL W/NAILS PER SCHEDULE AS READ. UJ Lo FRAME BEARING WALL ° i w r —if i Lo O CD ELEV. I m O STRAP DBL. TOP PLATE TO STUDS U W/ °USP° SPTH 4, 6, OR 8 U STRAP R TOP PLATE AND DOWN EACH SIDE W/ (6) 10d NNLS (TYPICAL) 10'-8° T.O.B.B. > 0) WOOD STUDS 0 16" O/C (PER PLAN) 9'-4° LO.B.B. ° ° z - L — — — — _ — — — — ®— „ e C O SOLID BLOCKING 0 4'-0" O/C w h (D rm VERT. MAX. ` 3 STRAP BOTTOM PLATE TO STUDS a a r W/ °USP° SPTH 4, 6, OR 8 U STRAP R 1 _ _ _ _ _ _ _ - - 3 J BOTTOM PLATE AND UP EACH SIDE A5 A5 ® cv W/ (6) 10d NNLS (TYPICAL) H 0 5/8° WEDGE ANCHORS 0 24" O/C 1 4 H z AND 6° MAX. FROM OPENINGS W/3"x3'x1/4° STEEL WASHERS 8 EMBED 4 MIN. I 18 e R EIS F FLOOR SLAB ® COGE MP DANCE p ST. A- E COUNTY SECTION CC a� _00 15 1 g 17 [~ rV-y J L1_ 1 W 2 A5 #5 REBAR AT TOP A5 CONNECTION DETAIL MIN. (1) REQ'D o �.' 1 CLEAR o ROOF SHEATHING NAIL PER SCHEDULE o CONT. FASCIA BOARD (SEE WALL SECTION) NAIL LJJ TO (ADDER W/ 16d 0 B° 0/C / C3 F = FILLED WITH GROUT U = UNFILLED a a C.M.U. (3) 16D M. 2x4 LADDER FOR O.H, 0 12" 0/C QUANTITY OF 15 REBAR AT Q J 18' MAX CONT. 2x4 LADDER PLATE ANCHORED TO GEF � BOTTOM OF LINTEL CAVITY m � a O � � TRUSS W/ 16d NAILS 0 8° 0/C MAX. Z GROUT 2x4 DIAGONAL BRACE RESTRAINT 0 4'-O° 0/C 8 F 16 -1 B/ 1 T 1/4" = 1' 0" U.N.Q. (2) . 0 PROVIDED IN LINTEL (VARIES) EEAA a #5 REBAR REINFORCING WALL SHEATHING NAIL PER SCHEDULE NOMINAL HEIGHT L STRUCTURAL QUANTITY OF #5 PLAN I A N GABLE END FASTEN TO SLEEPER W/ 16d NAILS 7-5 8° ACTUAL f LF1I , 1, L REWFORCE VERTICAL MEMBERS � 0 4. 0/C TYPICAL NOMINAL WIDTH REBAR AT TOP _13' HEIGH OF G48LE END TRUSS W/2x4 COKT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI A- 5 .. -BRACE AT EA VERT. XDNII 2-5/8" LG. 0 6" 0/C -- NAIL w/16d NAILS 0 8. 0/C c s/ PLAN IgEW USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS AT T-BRACE 0 Fla• TRUSS VERT. WEB (24" 0/C) z 3 CONT• CONIC. OR MASONRY TIE BEAM SEE TIE ;_ �, �/ , 1 Llw, BEAM SCHEDULE 1 A5 CONNECTION DETAIL 2x4 LATERAL BRACING 0 4'-O" O/C TYR. 0 WALLS BUB BFi6-OB/1T BF16-1B/1T BF24-OB/iT BF24- /1 BF30-iB/1T V LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2047 220 872 78 8F34-iB/1T 2 4'-4° 6406 857 4033 286 BF14-iB/1T 3 5'-4° 5365 0 2290 0 8F16-1B/1T 4 T-6° 2661 130 1634 97 BF16-iB/1T 5 T-6° 2661 120 1634 90 8F16-1B/iT 6 6'-8° 3581 355 3581 247 BF16-1B/iT 7 4'-0° 6113 1270 3079 435 8F96-iB/1T 8 7'-6° 6472 1270 3508 435 BF32-18/1T 9 7'-6" 6472 0 3508 0 BF32-18/iT 10 13'-4° 2883 0 1321 0 8F32-18/1T 11 10'-6° 1533 423 914 275 8F16-1B/1T 12 9'-4° 1843 210 1133 82 8F16-1B/1T 13 14'-8" 1370 217 519 75 8F16-1B/1T 14 7'-6° 2661 271 1634 95 8F16-18 iT 15 7'-6° 2661 946 1634 330 8F16-18/iT 16 3'-6° 6113 1841 3547 650 8F16-18/iT 17 5'-4° 5365 840 2290 291 8F16-1B/1T 18 4'-0° 6113 423 3079 275 8F16-1B/1T 19 4'-0" 6113 423 3079 275 8F16-1B/1T ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 2 4 6 8 f0 12 8d 22i1 440 660 880 1100 1320 10d 265 535 800 1065 1333 1500 1 ■ PROJECT LOG ISSUED FOR PRE -CON 04-14-21 ISSUED FOR PERMIT 04-27-21 TOTAL VOLUME CUBIC FEET: 17770.4 ■ t xtox6 COV. PATIO 166CFM fler 9„0 12x12x9 199 CFM MiASTER SUITE 4"O oxbx 2 7" 0 AHC-1 14"o 3.5-TON ,.0 7 tOx1Ox6 11 0 1 CFM H E2 2' KITCHEN AW KIT co 2 2' LAV AW 2' LAV CO 3' 2' <__'� 2' V1R "c J I 2' SITYM MASTER BATH LA A TUB V 3� Z, c0 3. cwD 3' BATH 2 LAUNDRY PLUMBING RISER DIAGRAM (I_f 04 CFM 12'x12" DEN R.a.�. .. W/ 7"94, FLEX PORCH FOYER °� exex5 36 CFM 12"0 _..__. p....... R.a. i mm.. IS W/%V 6x6x6 53 CFM� i UTILITY x6 4 EXF TWO BAY GARAGE [ "1 . _d � i..._,..Q,,..., I u 12"x12" K.A.G.VIEWEDFOIk Wi 71IX CO COMPLIAN FLEX 3x6x6 ST r UCIE COUN` 74 CFM BOCC BEDROOM 2 50 CFM EXHAUST Em ®O NOT SCALE PLANS HB u.i a Lu e J r °p, w a w � = 1 LL LL W Z Z � � 8 Z N ui N O & V) _o cn m tcn c cn -s -col W O a > C 2 Q cn n 0 •�+ C No C •� N �[ N & L2 GC 8 a..+ N .2 ++ canN C o °� aEi �g o n g E E _� as a� Q $ � > c`4 O WE cto Z rL N a 0 to c U- Z a d0 ZD O O w u 0 O w N 1/4" = 1'-0" U.N.O. MECHANICAL PLAN M-1 1, Or 'I A I R-40 BLOWN —IN INSULATION AT ALL A/C AREAS PROJECT LOG ISSUED FOR PRE -CON 04-14-21 ISSUED FOR PERMIT 04.27.21 IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS U VALUE SHGC IMPACT .62 / .25 DELETE CERAMIC SOAP DISH IN ALL BATHS TYP. WINDOW VERTICAL HEIGHT SEPARATION IS 8" ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2, TILE TO CEILING IN MASTER SHOWER - 8'-0" A.F.F. IN ALL OTHER SHOWERS 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. 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. 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 KNEEWALL W/ DRYWALL ON SHOWER/TUB SIDE &TILE FINISSH FINISH THIS SIDE ROMAN SHWR PT 2X SILL PLATE L L L L W/ 1/4" TAP NS & FENDER WASH R TO SUtB L L L L L L LLLLLL L TYP. KNEE WALL SECTION 1/2" = 1-0' FINISHED CEILING OPT. 2x WD BLOCKIN( EACH SIDE OF I FOR MOUNTING 2x MTL STUDS TYP. FINISHED FLOOR TYP. MEDICI GARAGE CEILING (4) 20 METAL STUD FLOOR RO CEILING GARAGE FLOOR NE CABINET ELECT. PANEL / CHASE z NT 0- O_ a J w w w rn ;agllll[� rnhj M iffaft 16' TYPICAL FRAMING 0 16" O.C, — - FINISHED FLOOR w w • El vi o =w c) U �w ofy 10'-0" 42'-27 7'-0" 20'-0" '-0 9'-0" 3'-8" 6'-0" 26-1" 7'-5° 6'-0° '-0 9'-4", T.O.B.B. 10'-8 T.D.B.B. HB 6020 FG O OD SILL 0 6'-0' EG ESS o ■ ® ®lcu IIIIIIIIIIIIIIIIIIIIINIIII IfliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ■ ® Jill 111111 ■ ■ ■ --- — — — — — — — ARC H OPENING ° o DELETE STD I ■ N — — SPLASH — O Q — — — — — — I ' 2X4 BEARING WALL - SPRIN 08'_6' 7'-4" A.F.F. P m SEE STRUCTURAL RANABV. GE W MICRO o 2'-0° 15'-0' iI DININGG KITCHEN BACKI0 HlI a 35°-57°-96" DEN 10'-B" CLG. DBL. SINK W/ DSP REFI 9-4CLG, T -I W zw t I l i vN O __ Dw I m0 9'-2° 2'-0" m --— COUNTER ®36" AFF I■o [IF w I u a c ■ w y o a I ® SUPER KITCHEN PACKAGE N , PORCH "4!-8 PR 3080 POCKET , ■ z PAVERS I 13'-o" 7-0" 14'-2" 69 2'-0" L 9'-4" CLG..° I a is = e FOYER - -T CO o BPATIO 8 3'-4" 16'-10° 5'-0 1/2' 3'-5 1�" 10'-8" CLG. a 3'-6' 6'-0' 30800 FULL 'i LITE EXT DR a I I o I A4 A4 II li GREAT ROOM _ 1 N PAVERS • 6'-4' • z'-o' 16'-0' 2' ON BROOM ■ • 16070 OHD A G 10 -8 CLG. zi CLOS. I m M � 9'-4" C G,� UTILITY.. 2Beo I M I FLAT ARCH 9'-4" CLG. \ o 9 a• m a 2'-C' 5'-8" 20 MIN. SOLID CORE I I = I 8'-4° TO 9'-0 5'-0" 10" LR/A DOOR W/ RABBITTED I I m "m ® ■ SH�FLF ®° 42 AFF -� -I Er _ JAMB OVERSIZED WEATHERSTRIPPING I I A _4• ■ ■ _ _ Y-6• LIN. I 0 1' N I I OPT. I AND SELF -CLOSING I TWO BAY GARAGE I ■ o rn 2880 680 5 SH. o HINGES I I ■ ■ m� °" TI�M2 x 6' ro.e.e. N 9'-4" CLG.I. 7'-8' I I a L--------------Z-----J I' I I M 4'T.O.B.B. ° ° -- R&g --- 108 O° X52"MIR KNEE OR ° o LINE OF OVERHEAD DOOR N INI ■ 8'-6" `� ■ 13'-B' °i 1'-4° SPACE ;:� N 6080 BP 3Ict I a N 6080 BP L — J x I c� o ' N 00 8'-2" 9'-0" LIN, . 5 SH.. 5'-10' -0" R-11 BATT. INSULATION GARAGE DEMISING WALL ■ O M = �'- H "� m � SMOOTH COAT w �v a MASTER SUITE o �m c ~z og BATH STUCCO FINISH EXCEPT AT DRYWALL w O 9'-4" cic. 9'-4" CLG. I N N o N 4-6" I o BEDROOM 2 PROVIDE A 2° STL BOLLARD W/ 6 x 6 x 3/8" ® OL ■ I SILL ® 48' 1` 9'-4" CLG. BASE PLATE ATTACHED TO SLAB W/ (3) 3/8"0 m m o W [✓' C�LG.GHGT. 4 X 54 FRAM SOAP IN WA9 CATION TO PROTECT WHWASHERS 4' LG- ELD VERIFY PER BC v S F.G. C P i 15'-0" 8'-6° 3'-0" 0" 19 4" 4° 13'-10° 26'-8" m oc G"' Z WH - R do S ,-SOFFIT-6" - wm ■ ■ ■ ■ ■ ■ ■ ■IIIIIIIIIIIIIIIIIIIIIIIII■ ■ ■ ■ ■ ■ FG SH H33 K SH 35 O6020 (TEMP) O (TE MP) (EG ESS) SILL ®6'-0" REVIEWED FOR CODE ST. P+OMPLIANCE C I S` 26'-4" 6'-0" 3'-5- V-10" 34'--r '-2• 7 SOAP NICHE (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE 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 APPUED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB Hin PINS .145" Om x IN I.G. 0 16" 0/C W/ 1" WASHERS INTERIOR PARTITION 34" = 1'-0" (2) 110 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) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (20 STUDS 0 16- 0/C) (2x6 STUDS 24' 0/C) W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPUED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HIL71 PINS .145" 014 x IN LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" 1ER T SPACE DRYER VENT a a AC - — — — # 112-1 .194 DRYER VENT LOCATION FRONT VIEW AC CONC, PAD DETAIL N.T.S. CALCULATIONS TOTAL UTA COVERED ENTRY COVERED PATIO GARAGE TOTAL AREA 1832 S. F. 117 S.F. 239 58"3 S. F. W W rn e uN J r m ui uT W W z Z Z i o K w U j W�q o i ❑ J ((n 2 9 Z53 `o Oa ra u C 'aCE ao �v� to O rn +> 0 N S L_ N +� L c O -a ro a-' CrJ � Q can VI Ne -9'aj � -0(v CD v Qa 4fcc(a d �+ ++ Cc�E��pQ� o E N N ~ Vf O c' N 'Q g O S CJ 4 j Y c� =o z u Cl. UJ Lo 0 co U U c V t LJL W a � O o O U ?� 00 W '_4❑ =:) J W OJ L (] 1/4" = V-0" U.N.O. FLOOR PLAN A-2 //"M FA/1 I i Product Submittal Sliest vin0corp. com, 600p WV r V I' .;iahkec t 1dIc,6L.IJ �...a .s'_LC. lAwns, FIo .. Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reiniforcing rib to key into stucco &amp; plaster. 1578-50UL 7/8'kt/2^ 3-1T'solld flange 1-34'perforated Flange 15, Mid Wall Control Joints —Designed to relieve stress and assist in controlling cracks in eMenor wall finishlntersedions offs available -- US Patent Number 7,757,450 Caulk all intersections, buttjoints, ends and corners at time of installation. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2771 (SQ.FT.) x 144 = 399.024 SQ IN. / 150 = 2.661 SQ. IN. REQUIRED NET VENT AREA / 15 SO IN. PER LINEAR FT. (178 LF) VENT = 2,670 SO. 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 GALV. TRUSS ANCHORS EA. END SEE PLAN/ EllPLAN/ Ell GALV. MTL. DRIP — ON IX2 P.T. 2x6 PAINTED TEXTURED — SPRUCE FASCIA CEMENITDOUS FINISH ON METAL LATH W/ 3' CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) CEMEMNDIIOUS FINISH OVER 8" CONC. BLOCK NOT TO EXCEED 5/8' THICKNESS R 4.2 BETWEEN STUDS I$ W-0' FIN. FL. SLAB-0' FIN. FL. SLAB N O ( 6'-0" D D.P.= +33.4 PSF -36.3 PSF 0 LN ----- ----------------------rt----- O D.P.® +33.4 PSF -36.3 PSF STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) I■I I■I I•I I�I I•I I.) I•I I•I MiniaMHE ll M100101 INSULATION PER ENERGY CALL. RAT RUNS PER TRUSS M4NF. 5 8' DRYWALL OR 1/2' 'EOUGHROCK" IR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONE. 8x16' MASONRY BOND BEAM W/ 115 COA M TOP & BOT - FILL W/ CONC. CONT. METAL POUR STOP 1/2- DRYWALL IX2 P.T. FURRING 0 24' 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONC FOOTING SEE FOUND A71ON PLAN FOR NOTES & DETAILS i �• Ill 111�1 I . i'- 10 TYPICAL WALL SECTION SCALE 3/4' = COV. PORCH SLOPE FOYER TYPICAL., INSTALLATION WINDOW ASSEMBLY *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEAVE AND JAMBS PER FBC 2020 R703.4 FASTENERS AS REQUIRED LIQUID APPLIED FLEXOBLE CONCRETE CAULK BY WINDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO MARBLE SILL MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF. SPEI w( G 'MORTAR OR +• MIIYLOM 11WlIRLLRII GROUT '. •.. fd. a•' •' ,••,•.... .• •..R DRYWALL . r . ° .. " a ' �.. • �. " SET SILL IN FULL .'• .� MORTAR BED AND HEAD JOINT 1''<.; eyr"'a"".i' -• STUCCO OR .4• DECORATIVE CEMENTITIOUS e COATING • 3/4' FURRING TO 4 ... ii MASONRY WALL 4 ' B' CIM.U. A RECAST SILL DIETAIL CONCRETE WATER PROOFING APPLICATION 12 �6 � I 1 I I 1D'-B" T.O.B.B. 9'-4' T.O.B.B. 0'-0' FIN_ FL. SLAB �i D.P.- +31.9 PSF PROVIDE CEMENTITOUS K MEDIUM TEXTURE FINISH PRIOR TO 34.7 PSF DECORATIVE CEMENTITOUS FINISH LEFT ELEVATION CLASSIC, METER INSTALL ON BLOCK WALLS, TYP. PRE ENGINEERED WD. TRUSSES alli 24" 0/C TYPICAL, —� GREAT ROOM 12 6 01 COVERD PATIO SLOPE SECTION A -A - CLASSIC STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' o.C) - 0'-0" FIN_ FL, SLAB REVIEWEE CODE COMPLY; ST. LUCIE COON i l SOCC CONIC. OR MASONRY ALUMINUM FRAME ix4 P.T. BUCK SET IN STUCCO FINISH FASTEN TO BUCK W/ 3/161x2 1/2' TAPCON SEALANT AND NAILED WIT -1/2' CASE HARDENS PERMM CAULKING 2x6 P.T. BUCK SET IN SEALANT FASTEN SCREWS 0 12' 0/C PERIMETER SEALANTSTUCCO AILS AT 12' O C. MAX COIL N/ C. OR MASONRY CONIC 1x4 P.T. BUCK SET IN W/ 1/4' DIA. x 3-1/4' SEALANT AND NAILED TAPCONS 3 FROM EE �� CONIC. OR MASONRY W/i-1/2' CASE HARDENE ° AND 6' O/C MAX. CONIC. OR MASONRY qo COIL NAILS AT 12' 0/C. S o ix4 P.T. BUCK SEE IN a�o . _ : Ro O MAX. DOOR TRIM SEALANT AND NAILED DOOR FRAME W/1-1/2' CASE 114RDENEE COIL NAILS AT 12 0/C. DRYWALL BOARD DRYWALL ODARD FASTEN TO BUCK W/ Al CAULKING CAULKING, (2) 6 GALV. x 2' DRYWALL BOARD 'F— ALUMINUM FRAME SCR 0 2'-0' 0/C FASTEN TO BUCK W/ DOOR FRAME DOOR TRIM CAULKING 3/16 x2-1/2' TAPCON FASTEN TO BUCK W/ PERIMETER SEALANT SCREWS 0 12' O/C (2) 16 GAW. x 2" SCREWS 0 2'-0' 0/C STUCCO FINISH PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) ll CONIC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & BY DOOR MANF. ALUMINUM FRAME FASTENED TO SILL W/ GARAGE DOOR SECURE FRAME TO SILL 18 x 1 1/2' SCREWS N9IH SILICONE 0 18 O/C GALV. SIL. VERT. TRACK PERIMETER CAULKING FLOOR COVERING BY MANE. FASTENED 10 TRACK BRACKETS W/ 1/4'-20x1/2' CARRIAGE CAULKING I FASTEN TO SILL W/ BOLTS &LOCK NUTS QOo '0 16 x 2' SCREWS 0 2'-0' 0/C ° ' ° IJO '0 'O GALV. SIL. TRACK ° :Ob o°O o C d° o BRACKETS FASTENED F FLOOR COVERING \\— COj FLOOR SLAB TO WOOD JAMB W/ 3/16-xi-1/4- LAG SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SILL o ° Q°O, pEAWETER CAULKING 11nrxl.'s HEM OF COLUMN W/ 5/8" WEDGE PERIMETER CAULKING STOO FINISH aTTACHMENTSUML ANCHORS 0 2'1 0 C VERT. PREVAIE wlfeN SUBWrIED 6 MAX. FROM ENDS) AND (, GROUT BED ltCOANUl ASTRUCrroNS 2 FROM INSIDE EDGE OF 2X CONCRETE S SILL DETAIL (DOOR) JAMB DETAIL GARAGE DOOR SILL DETAIL (WINDOW) SILL DETAIL (S.G. .) PROJECT LOG ISSUED FOR PRE -CON 04.14-21 ISSUED FOR PERMIT 04.27.21 S W # J W W ° W = LL Z W K Z y J �$ s z 0 0 4id o rn c ccLil� ��- w 0 2 W E 0 03 i d d N L C M N J� O C H 3 C71 RlICU ���.N ` ro c W "a "o a�-Z' cLn 8E2��—°� ig E S E-8 wo fu Y .16 o� � z 0.0 Gy kn d i, lin t Z O b O LU 2 w 0 LLJ Ca • t C: LO Mai Z c LL a � a Go : W °° O 1--I U Q J OC W C G U) 1/4" = V-O" U.N.O. ELEVATIONS SECTIONS A-4 MA., Alw i I t