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HomeMy WebLinkAboutPLANSPROJECT LOG ISSUED FOR START #08-58-19 05 19 ISSUED FOR STRUCTURE REVIEW ISSUED FOR PERMIT 16.19 GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION 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 COMPUANCE WITH THE F.B,C, CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERD THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 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 ELEC.. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS R BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (I'm = 1500 PSI) .PROVIDE 1x2 P.T. FOTHERP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8�-0" 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND MAX. AND ALL OTHER LOCATOAL 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. L ALT. L. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHRESE. USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIEDSHALL BE FILLED W/ 3000 PSI PEA LLL 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. ESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE IOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORDIN WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. 4. REINFORCING: S. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOES. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE. VERTICAL: iGRESS 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 1st FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS 'NTH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). I)ITOM 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 L IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 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 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. )F 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 THEB. ARCHITECT AND IN NO THE USS OF HIS PROVIDE NON -FUSIBLE D AT THE MASONRY. ARCHITECTS SUPERSTRUCCTURELITTFTO WITH THEFACTURER A LAYOUT THATAFULLYEVES PROVIDE INTEGRATES PUMPS NOT VISIBLE FROM CIRCUIT BREAKERP EL ANDASPER MANUFACTURER. 1. ALL DWELUNG 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 RRANSFER 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 GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS F.R. FIRE RATED M.T. METAL THRESHOLD STL STEEL F. 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 FR 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 WTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS FIN. FINISHED MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS FL. FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. G.T. GA. GIRDE GAUGE TRUSS 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 CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE-W1RD TELEPHONE OUTLETS AS SHOWN ON PLAN. GALV. GFl GALVANIZED GAL GFAULT 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 ALL COMPOSITE LINTEL (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. GIN GINS GLASS LASS GYPSUM WALLBOARD O.H.D. 0/C OVER HEAD DOOR ON CENTER U.N.O.U.N. 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 HEIGHT p.LF. POUNDS PER LINEAR FOOT UL V.I.F. UNDERWRITERS LABORATORIES VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. 2. ALL BOND BEAMS (MARK BB) REINFORCING SHALL BE CONTINUOUS THROUGH BOND SEAMS 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 HGT. HPS. HOOPS P.S.F. PS.L_ POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE 4ON PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMEN11TOUS MATERIALS AND THE WOOD AS PER CODE. SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(C). HR HOUR pLT. PRESSURE TREATED W/ WITH COMMENTARY COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. BUILDING 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK HS HORIZONTAL SLIDING PARTN. PARTITION WC WATER CLOSET NORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8, HVHZ HIGH VELOCITY HURRICANE ZONE INSULATION PKT. POCKET WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/TM.S. 602- 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 LIGHTING CIRCUITS INS. INT. INTERIOR PLYWD. R.O. PLYWOOD 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 LIG.N LING LINEN S.C. SOLID CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. LT. LT. LIGHT SG.D. SF SLIDING GLASS DOOR SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREERE FOR GARAGE DOOR OPENER SENSOR. L.T. LAUNDRY TUB SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS ST, LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: HEAD 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 R12 9100 OHO 16070 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +24.9 PSF +39.2 PSF -43.7 PSF -3 4- MIN. EDGE DISTANCE. 6" FROM END -27.7 PSF B FL-7630.2 3080 DR W/ THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF SIDEUTE 6' & 14' O/C MAX. SPACING. -34.7 PSF C FL 17499.1 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 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -34.7 PSF D FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/15- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF E FL 17499.1 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 PSF 0 10" O/C MAX SPACING & Y FROM EDGE -37.7 PSF F FL 22401.3 8080 SGD MI WINDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +2B.4 PSF +55.0 PSF -55.0 PSF 0 12" O/C MAX. SPACING -31.2 PSF G FL 17499.1 SH 35 MI ENDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF H FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SOL 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 FL 17499.1 SH H33 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 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF J FL 17499.1 SH 35 MI ENDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0IV O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF K FL 17499.1 SH 272 MI ENDOWS & DRS SCL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2' FROM EDGE -34.7 PSF L FL 17499.1 SH 272 MI ENDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10- O/C MAX. SPACING & 2- FROM EDGE -34.7 PSF PRODUCT MODEL # MULLIONS MAX. 104-1//4" HORIZ. FL 15553.4 ROOFING NOA NO. 1B-0829.05 BEL-AIR CONCRETE TILE ROOFING NOA NO. 17-0614-.22 UNDERLAYMENT SBS UNDERLAYMENT PEEL & STICK SIDING STUCCO SOFFIT STUCCO MANUF. MI WINDOWS & DOORS BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE NTH AD 318-11 AND ACI 301-0& ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 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 SPADE-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 200 24' O.C. ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, ETH 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 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. TUOIHERWSAES PUBLISHED BY THE STANDAR3, PRACTICE GSTEEL SUBSTRATE 4" FOLLOWS; COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS CONCRETED REINFORCING INSTITUTERUNL SS NOTEDCRETE LONO/CG CONCRETE: 3/4" LRG STUB NAILS W/ 3/6' HEAD. HORIZONTAL AND VERTICAL WOOD 3/ ST 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 2500 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'-0" FROM ROOF JACKS. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5, FILL PLACED WITHIN 51 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 WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16' CROWN METAL 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF 95X MODIFIED PROCTOR ASTM D 1557. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28° MAX) AND ADD 2- 5 BARS BOTTOM IF DROP E%CEEDS 8" MTL. FRAMING: SELF TAPING SCREWS P12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. USED FOR SOFFITS OR CEILINGS �.. 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED. TO PREVENT THE USE OF TRANSFER AT RATIONAL PERIMETER.TIONAL.ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELSCOLUMN ANDWALLREINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES RREINFORCEMENT EQUESTED BY THE WELS AS VERTIAL BARS 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 HORI2, BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING AIR CONDITIONING RE AND VENTILATION EQUIPMENT SHALL Q FMENTS "FLORIDA 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION &ASCE 7-10. SET ORTH IN THE BUILDING CODE MECHANICAL" E AND CONFCHAPTER 28 OF THE ORM TO THE EFLO FLORIDA BUILDING CODE, 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. - 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE ALSO "SPECIFICATION FOR THE DESIGN, 1, OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED ETH SOLID WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN V' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) LESS THAN ? (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. PROPOSED SINGLE FAMILY RESIDENCE BY: 2, DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.46 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT 4TTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. PACING. EMBED.. STIFFENERS. ETC PRESSURE PRESSURE I nAD SCHFDULF 1/4" TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. EAGLE ROOFING (2) 10d RING SHANK NAILS PRODUCTS POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE INC. PUE4 NAILS AND TIN CAPS 12" GRID, 6- O.C. AT A MIN. 4' HEAD LAP N/A SPACED 0 EVERY HI RIB (4" PER N W/ 1-3/4' EMBED. 37.7 PSF 54.0 PSF -54.0 PSF Wx Lrr im %0 L" %0 rf c Ma) O O -83.4 psf I -172 psf. N/A N/A GRENADINE JEM LOT 67 MEADOWOOD COPYRIGHT 2018 TYPICAL "MI" WINDOWS 'E F 1E N N F_N N L L 18e. 36" 52j" 25 " SH 15 SH 25 SH 35 SH H35 ■ ■l ism�__M§7 ■ M.O. 20 1/8' M.O. 38" M.O. 54 1/8" M.Q-27 1/2" 1x, 2x, OR 5/4 BOARD tx, 2x, OR 5/4 BOARD -, P.T. WOOD BUCK P.T. WOOD BUCK 38" 70" 38" jal-I TYP. BAY WINDOW LOCATION LIVE DEAQ EARM TOTAL ROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 END: UUTIMATE END SPED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR END DESIGN TAKEN AT 10 Pat NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN ST PRESSURES. THERMA TRU EXTERIOR DOORS 2x P.T. WOOD BUCK SHOWN TYP. M.O. 35 1/4' W M.O. 37 1/4" W M.O. 41 1/4" W M.O. 55 1/2" W M.O. 78 1/2" W X99"H X99'H X99'H %99"H X99"H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB I\j EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 5/4' BOARD OR 14. CONCRETE SCREWS, USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WTHOUT APPRECIABLE LOSS IN RESISTANCE ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN SYMBOLS LEGEND 1 # DETAIL 4 Owc 2 INTERIOR SCALE ELEVATION 3 DETAIL Owc. SCALE COLUMN LABEL SECTION F# FOOTING LABEL Owc. SCALE ®///%Er1l/�a POT SHELF HEIGHT �O/�/ AS NOTED SECTION D SOIT DROPPE'!!/!/.!/Il//!ll/1!//1J EAS Owc. SCALE HEIGHT NOTED ��ffFFI� Z Z ARCHED SEE J1L1 - ANOR ELEV. PLAN # INTERIOR ELEV. MASONRY CONSTRUCTION SCALE TYPICAL B� BEAM LABEL ■■ GROUT FILLED CELL SEE FOUNDATION PLAN REVISION NON -BEARING FRAME CONSTRUCTION N NORTH ARROW BEARING FRAME CONSTRUCTION Sl. ___y BREAK LINE ELEV BEAM HEIGHT CHANGE SCALE: 1�„ GRAPHIC SCALE 0'-0" F� IN. p1, SLAB qr- FLOOR ELEVATION / LU Iz a w w w L yQ ZW}y LL J Z D o ¢ ( 33" � ^g W ur Z Oa raw cn ra w o rn � V) c ��o -��� o,� a� N 0a-0 N aL--' 3:vi c [n + wMwc cli - En C L (D - 'D ra E ca..�`o iv ` tco cco p U +-+ N o c in LU N o 2: cr o c = Fj cn c P c CC L=7 ul cu uCU `v cr H p CD ra v= Ln C7 Z CL n AI 0 C/) 2V il q Its0 0U 0 X_ O 0) C 0 ai C - I: N 0) a: J r r,^ law o L0 CV S * Mpl oa V h 0 4 L F to PT Kel!] f7�7LTil^5�mt ST UCIE Calligry / `Z B®C , W W V conJ L}}L 0-0 cdo V p W� 0 0 O w Co 66 U J NNNED BY JC 2:� Icie Cn irIAV = 1'-0" U.N.0. COVER SHEET C-1 RECEIVED g SEP 2 7 2019 1 1 ucie County, Permitting FOOTING SCHEDULE DETAIL MARK SIZE WxD REINFORCING DESCRIPTION NO. W/2 /5 CONT EXTERIOR MONOLITHIC F-1 20" x 18" BTU. ONE STORY 1 W/2 /5 CONE. EXTERIOR MONOLITHIC F-2 20' x 18" BTU. ® RECESS 38 ISOLATED F-3 3-0" x X-0" x 12" W/4 15 BTM. E.W. PAD Z EXTENDED F-4 36" x 20" x 18" W/4 15 BTM. E.W. EXTERIOR MONOLITHIC 19 THICKENED EDGE TE-i 10' x DROP x CONT. W1115 CONE. IAT DROP 34 CONC. LOURED FILLED — CELL W/ STL' PER PLAN DOWELL & EPDXY (1) #G REBAR INTO SLAB @ FILLED CELL LOCATION W/ 4' MIN. EMBED. INTO SLAB MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE MISSED COLUMN STL. DETAIL OVERHEAD GARAGE DOOR OHD RECESS 20" DRIVEWAY / GARAGE INTERSECTION 48 BAR DIA. SPLICE 8"x8" PRECAST +' LINTEL. SEE LINTEL SHOP DINGS. rt' FILL COLUMNS %i' AND LINTEL SOLID W/ GROUT i.; B"xB" FILLED CELLS W/ 115 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN CONC. SLAB III, MONOLITHIC FOUNDATION PER PLAN COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION C-1 8x8 BLOCK CONC. BLK. W/1 FULLY GROUTED CELL W/1-15 VERT. EA. CELL ® 8'-0' 0 C MAX. OR AS LOCATED ON PLANS C-2 &16 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS W 1- 5 VERT EA. CELL C-3 12x 12 BLOCK CONC. BLOCK W/3 FULLY GROUTED CELLS W/4-15 VERT. r. :4",' I CONC. OR MASONRY COLUMN �. .; ._._, - ,4,L °" FlBERMESH jl '� MATCHING DOWELS FlBERMESH GRADE 48 BAR DIA. MIN. W STD. HOOKS 1-5 CONT. FOOTING REBAR SEE FOOTING SCHED. a 3" MIN. COVER 1D' 7 n N li. I: 'I; - •— = THICKENED EDGE #1 ;.a __J ° v 8' MATCHING DOWELS FOR •' • COLUMNS 48 BAR DIA. I PAD REBAR MIN. W/STD. HOOKS SCHED. OTYP. EXTERIOR CUNT. 1 MONOLITHIC FOOTING EQ. EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE SCHED. REMAIN, SPACE OTHERS EQUALLY / J ISOLATED PAD FlBERMESH 01 WELDED WIRE MESH (SEE, SCHEDULE) MATCHING DOWELS FOR COLUMNS 48 BAR DIA, MIN, W/STD. HOOKS PAD REBAR SEE FOOTING SCHED. 1 EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY. - =1 F=lIF:lIF=lIRIRIF'IIF;II=qIFtlIF`SEE OTHER SEE SCHEDULE DETAILS FOR FOOTING FlBERMESH BEYOND 9EXT. �— MONOLITHIC AT PAD SCHED, 38 EXT. CONT. MONOLITHIC FOR ANCE . L.u%-plc %auuNTY BOCC PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR STRUCTURE REVIEW 08-28.19 ISSUED FOR PERMIT 09-16.19 W a w 4a; Lu a LLF J uj J W Z Z O K N W O r N o Q z Oa � N �o cn __° 2:- � 3 ch a = +_� c O c`c o uwi �. ro=� -0 � v>I yY C) c 8"R4 3-0a co c w-c CL C rco om E �E 0-0 = S > a � O y a Y di � r� z v Ncn E19 V , UJ cn Lo 23 E �Lo 0 V O cy) C 0 = U o = J Lo 1-, n J LL z 0 o O w � � J C Zi w 2: FOUNDATION PLAN A-1 MW m 67 CALCULATIONS TOTAL U/A 1, 815 S. F. COVERED PORCH 105 S. F. COVERED PATIO 139 S. F. GARAGE 526 S.F. TOTAL AREA 2,585 S. F. GARAGE CEILING (4) 20 METAL STUD FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE WASHER i I D4R 28-1/21 SPACE DRYER VENT LOCATION FRONT VIEW I6NI&lm.NlZ 2x WD EACH S FOR MC 2x MT TYP. FINISHED F_,,,,,. 0 I h AC 12° Z Q J 0_ 0 0 J L�. W W uo DRYER VENT — U7 AC CONC. PAD DETAIL N.T.S. TYP. MEDICINE CABINET IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TOTAL AIR VOLUME CUBIC FEET = 16879.5 PRO 3/40 THK TEMP FRAMELESS GL W/ CLIPS 1/2" WALL CAP MTL FRAMING —� KNEEWALL W/ DRYWALL FINISH THIS SIDE PT 2X SILL PLATE TOP OF KNEEWALL W/ PT 2X TOP PLATE & 1/2" PLYWD & 1/2° NON ASSESTO FIBER CEMENT BACKER BOARD KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD ON SHOWER/TUB SIDE I � 2 o ROMAN SHWR M L � L_LLL_� LLLLLL LLLLLL . TYP. KNEE WALL SECTION 1/2" ='1'-0" (2) /10 S.M.S. TOP & BOTTOM O EACH STUD FINISHED CEILING - SEE TIP. WALL SECTION 2x6 BLOCKING O CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2O OIC) W/1 FULL LENGTHx LAYER OF '12" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ I" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB 11IL77 PINS .145' 014 x I" LG. O 16' 0/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'0' (2)EAC0 STUD TOP & BOTTOM FINISHED CEILING - SEE TIP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24° 25 GAUGE CHANNEL SHAPED STUDS 24° O/C W/1 FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HIL77 PINS .145" D14 x i' LG. O 16' 0/C W/ i" WASHERS 1 INTERIOR PARTITION_ 3/4• = V-0" R-40 BLOWN —IN FIBER GLASS INSULATION AT ALL A/C AR ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALU , OF 200. 2 '-4" W-0° '-6' W-9' 31,-11, CONDENSATE DRAIN TO BE MIN. If HALGGE IN HGT. C 6020 FG O SH I 33 OO SH 3� FROM BUILDING HB HEAD 08'-0° (OBS URE) (EG ESB) ■III illisillillillillilliillillillillillillo IIIIIIIIIIIIIINo IIIIIIIIIIIII. ■ ■ ■ ■='7g R & S8'-6 _ 3'-0' '-4' I 4 4 54" 4" FR 1M _SS WIC MP. F.G. W/ C GLASS E v a' I OF KN ALL O 2 0 48" & 60" A.F.F. ^ I 4'_6" o ■ ■ 9'-4" CLG. N 0 9'-4" CLG. �� m I I ®I I m 9'-4" CLG. M 24•-0° N N �N r, w a MASTER SUITE c° ao F _ ~ BATH x zF �' BEDROOM 2 GARAGE SEPERATION REQUIREMENTS PER SMOOTH COAT STUCCO FINISH = N N m MASTER 5'-8' 8'-0• F.B.C. 306.2 AT DRYWALL O i $ LIN. EXCEPT ® G O 15'-0" n 8'-2" 5 SH. 00 6080 BP ° I I o 1 TWO BAY GARAGE ■ — 0 1 8' KNEEE o 6080 BP 'a 0 I� I N I•" o y1 N O ro N R & S a LF I� a 3I — — — — — LINE OF OVERHEAD DOOR ----� -8 o r �--J S N I I 3'-6" o_ I I 3-4 I I — 9'-4" G. I oPT. W 11 p I L O ® ® ■ I— o B A TH oP LL'�J E . J 20 MIN. SQLID CORE FLAT RCH �� DOOR W/ PABBl D ■ 8'-6" TO 9'-4" o o 7 8 JAMB OVE SIZED DNS 1 � -� ° a I I I � s'-4 CLG. " WEATHERS IPPIN i 1 '-4" CLG. uA—� U TI LI TY % GREAT ROOM ° -4° c c.� LT 2880 I 1 ti6 �o� BROOM ■ CLOS. � A 6070 OHD " I I PAVERS ° ■ ■ ~ I I 9'-4" CLG. 4' _0' 16'-8° 5'- 3'-0° 3'-8' -O° 01. I I C V. PATIO F a � 10'-4" CLG. 3080 EXT DR 1 1, z$ 1 1 ? � • ----- A I _6. FOYER '-2" wow I I ■ 9'-4" CLG. < Z II LINE 0 CLG CHANGEOCL ----------- ° (2) 3080 PCKT DRS. PORCH � ■ ■ CD I n o ® — L COUNrER 0 36- AFF— I M 8■ 6'-4" LL — —0----� °° ?� a figg° lqE�D FOR aw � ,ul CE DW _ 0 i a 9 -4" CLG. I 0 ®® a EI n )[� TY •a „ 9 -4 CLG. KITCHEN CR DELSINK W/ DSP. " WN 9 -4 CLG. R FI ' m o m BEDROOM - 3~ Ov PAVERS " I ¢ _'^` .-.Ta c N DINING MOLDING ALLLVLS KITCHEN `1 1 ^ o ■ E 12'-0" n 15'-0' 2' 11'-2" o ■ RAN MaABV. I ARCHED OPENING SPRING O 7'-4" P 4D O 8'-0" A.F.F. D 6020 FG BH HEAD O 8'-0' 6'-0' 32'-6° 6'-0" -0 49!_2° -0 5'-0' 21'_4" 76.-6" PROJECT LOG ISSUED FOR START 08.05.19 ISSUED FOR STRUCTURE REVIEW 08-28.19 ISSUED FOR PERMIT 09-16.19 u.i L 9 cp a w W Lu J UJI 5 N ^ LL W Z C V V ~ N � y tl Z o d N S z = ° 0 a L y- �„ cn o co cn C � w T o13 `° aao -0�O &auji acC C o W 41 � C t m = Ln C -,O �O _fu p+ acid �cn o E E aZ 'd ` o a�LO aj o > v L CD cn ��'4 o pC=.7 u.i � E uv m p o ca -0 cc Z cn `o AQ r� r O 0 C:) CD Lo C`4 ' CV W W � W ICI con Z U 0 0 u O W_ o U ' J i W � 1/4" = 1'-O" U.N.O. FLOOR PLAN A-2 mw = 61 PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR STRUCTURE REVIEW 08-28-19 ISSUED FOR PERMIT 09.16-19 5/8" THICK MEDIUM TEXTU DECORATIVE CEMENTITOUS FINI ON BLOCK WALLS, T1 D.P.= +31.9 PSF 0-34.7 PSF FRONT ELEVATION - CLASSIC V ""y" "" 5"' 'y" " k KtAK tLtVA I IUN DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. VE STUCCO LOUVER 9-4" T.O.B.B_ MOOTH STUCCO ANDS, TYP. - - 0'-0"- - FL. SLAB 1 1 B _, 1 :� O_ - FIN. FL. SLAB REVIEWED FOR CODE COMPLIANCE FT. LUCIE COUNTY BOCC w $ v o W w a J J Q < w LL LL z Z O 3 W o o Q Q � O m 0 a N z Oa z Q V) O cn 1 a >> c (n -S QJ T O Lu X ca. O 00 0 rn' 2 O N (6 = fl C -O '' C7 vi C vi N > m U i C N ad � � � O fD C N p 0 D E a N Ln OV C E O m W O 1 i 6 O C = [J ~ 0 Ln 6 O E O O Y w ~p O �� ICJ Z U N Q- 1 12 y4.0 s� ,�_4.0", i I I � W � I I LJL con I I A Q W Q U o ,•1/ L u i Fjy n �i U N ~ O D.P.= +33.5 PSF Q J D 36.3 PSF J U) 1/4 I Q LJJ 6'-O" " = 1'-O" U.N.O. _-- -------------- _ ELEVATIONS 0'-0" FIN. FL. SLAB D.P.= +24.9 PSF -27.7 PSF A - MEDIUM TEXTURE LEFT ELEVATION - CLASSIC DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. MW=67 ViffLoome A Pull10 OIMkft~- IaINIIhO400M r61 _J vinylcof®.90m i 8000 NW 79th Place P 305,477, 5464 Clarkwestem Dietrich Building Systems LLC li Merl Florida 33168 P 305,477.4108 Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. "If ' 1 # `€ -. I C558-300V 518" 3" wide vent (ono piece) 5" overall wid[Yperforated flanges 15 w 3" Soffit Vents —Continuous one -pieta Soffit Vant with reinforcing db to key Into stucco 8emp% Plaster Vent Clips are provided to connect Soffit Vent and to assist in alignment. Vent area: 15 square inches per lineal ft. Caulk all Intersections, butt joints, ends and corners at time of installation. A Iivil of ONnk01WIW' WIMIa1� rM vinylcoro'com 8000 NW 79m Place P 305.477.6464 Clarkwestem Dietrich Building Systems LLC Mill Florida 33166 F 305.477,4108 Mid Wall i Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. i "g. " r'�,✓�" I 157&SOUL 7/8"x1/2" I 3-1/2" solid flange, i-3/4" @@Rorated flange y` j Mid Wall Control Joints— Designed to relieve stress and assist in controlling cracks In exterior Wall finish. Intersections of Ts available. US Patent Number 7,757,450 Caulk all Intersections, butt joints, ends and corners at time of reiteration ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2585 (SQ.FT.) x 144 = 372,240 SO IN. / 150 = 2,482 SQ. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (166 LF) VENT = 2,490 SO. IN, TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS all FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE &NAILING R) 12 PRE-ENG. WOOD ROOF TRUSS'S 6 024" 01C TYPICAL W/APPROVED GALV TRUSS ANCHORS EA. END INSULATION PER ENERGY CALC. SEE PLAN/ ELEV. RAT RUNS PER c TRUSS MANF, 5 DRYWALL OR 1/2° TOUGHROCK" GALV. MTL. DRIP OR EOLIAL) APPLIED TO ON 1X2 P.T. ,q . UNDERSIDE OF TRUSSES FIRE STOP 26 PAINTED TEXTURED SPRUCE FASCIA 2'_0• CONT, 8"xi6" MASONRY BOND BEAM CEMEN71TOUS FINISH ON METAL LATH ATTACHED Tl O.H. W/ 115 CONT. TOP & BOT. - FILL W/ CONIC. W/ 3" CONTINUOUS VENTS ALL SIDES CONT, METAL POUR STOP (TRUSS CO. TO PROVIDE FLAT SOFFIT) 11,2" DRYWALL 1X2 P.T. FURRING 0 24" O/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE CEMENTITOUS FINISH OVER 8" CONIC. BLOCK DO NOT EXCEED 5/8" THICK R 4.2 BETWEEN STUDS p �ii WOOD BASE MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & D AILS 0'-0" FIN. FL. SLAB _ :u lll--� 11-111 s ...: g �JJL�I I Iml II^ I L 1='M. I' TYPICAL WALL SECTION_ SCALE 314" = 1'0" I I I I I I I I I 5,_0„ lip PROVIDE CEMENTITOUS FINISH PRIOR TO METER INSTALL Zc STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) 12 6 12 6� D.P.= +31.9 PSF 34.7 PSF O MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. PRE ENGINEERED WD. TRUSSES E © 2421 O/C TYPICAL —� I I 10'-B" T.O.B.B. W-4" T.O.B.B. I o [V D.P.= +33.4 PSF 36.3 PSF D.P.= +33.4 PSF O6'-0° O-36.3 PSF o I ZI I - 0'_0" FIN. FL.. SLAB gil RIGHT ELEVATION - CLASSIC STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) COVERD 00000000 PATIO m COV. 0 0 0 017 D U M GREAT ROOM 00 FOYER PORCH 0 0 0 ® 0 0 0 0 SLOPE SLOPE —ft 9'-4" T.O.B.B_ PROJECT LOG ISSUED FOR START 08.05-19 ISSUED FOR STRUCTURE REVIEW 08-28.19 ISSUED FOR PERMIT 09-16.19 ^W LL o $ LU n CL LU J LU Z -J J Z S w O Y y LL W (J w J m o 3 G Z n to O rn co rn c 01 -= = v 1 > vLU113 = o .o c N o +� CIO -M rnW w W `01 _ =o (J vi c to p a+ N> CO IT N N N i u E a O N c8i. E O c) = W E. -}o}-; L Cr o_ 3 ~ O V) Oy Y O o rower z V N D a 0'-0" FIN_FL. SLAB ox ti l SECTION A -A •CLASSIC � NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & 1x PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. W ke �• e M Elmo 09114 O x 3,T., LUCIE COUNT" ROC1 CONC, OR MASONRY ALUMINUM FRAME Ix4 P.T. BUCK SETIN SEALANT AND NAILED STUCCO FINISH FASTEN TO BUCK W/ 3/i6"x2 1/2" TAPCON W/1-1/2" CASE HARDEN PERIMETER CAULKING 2x6 P,T. BUCK SET IN SEALANT FASTEN SCREWS 0 12" 0/C PERIMETER SEALANT COIL NAILS AT 12" 0/C. MAX. CONIC. OR MASONRY 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/ 114" DIA. x 3-1/4" STUCCO FINISH CONC. OR MASONRY W/i-i/2" CASE HARDENE TAPC NS 3" FROM E.E. J .00O o Q o AND 6" O/C MAX. CONIC. OR MASONRY po 0 0. COIL NAILS AT 12" 0/C. 0 0 cl lx4 P.T. BUCK SET IN a o - 00, �_ „� 0.0 0 MAX. DOOR TRIM SEALANT AND NAILED DOOR FRAME W/1-1/2" CASE HARDENE COIL NAILS AT 12" 0/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ MAX, CAULKING CAULKING (2) 16 GALV. x 20 �_ ALUMINUM FRAME DOOR FRAME SCREWS 0 2'-0* 0/C DRYWALL BOARD CAULKING FASTEN TO BUCK W/ 3/16 X1-1/2" TAPCON FASTEN TO BUCK W/ DOOR TRIM SCREWS 0 12" 0/C (2) 16 METER SEALANT PERIMETER SEALANT 0L2' 02 0/C STUCCO FINISH STUCCO FINISH 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 & BY DOOR MANE. ALUMINUM FRAME FASTENED TO SILL W/ GARAGE DOOR SECURE FRAME TO SILL 18 x 1 1/2" SCREWS WITH SILICONE ° 0 16 O/C CAULKING GALV. SILL, VERT. TRACK BY MANF. FASTENED TO CAULKING DOOR FRAME PERIMETER FLOOR COVERING TRACK BRACKETS W/ 1/4"-2ox1/2" CARRIAGE FASTEN TO SILL W/ 16 x 2" SCREWS BOLTS & LOCK NUTS d�o Qe 'o ® 2'-0" C/C 0 °0� 6 .0 • C GALV. STL. TRACK BRACKETS FASTENED "o .Oo. 8� FLOOR COVERING 0 0 . c CONI FLOOR SLAB TO WOOD JAMB W/ 3/16"xi-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SILL si; •, 0 0 o O 0d coo o. PERIMETER CAULKING MAN" METHOD of COLUMN W/ 5/8" WEDGE PERIMETER CAULKING STUDCD FINISH ATTACHMENT SHALL ANCHORS 0 2'-0" O/C VERT. 7REVAIL WHEN SUBMITTED 6" MAX. FROM ENDS AND GROUT D CONIC SLAB w COMPLETE INSTRucnoN5 2" FROM INSIDE EDGE OF 2X SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAI f V el U LLJ i 0 Tco U O c c _ T U r CN N V tV h. W W � W A a Z U 0 O U 0 W U � Q J W 1/4" = V-0" U.N.O. ELEVATIONS SECTIONS A-4 PROJECT LOG LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD UPLIFT ALLOWED APPLIED UPLIFTLINTEL SPECIFICATION 1 17'-4" 2106 355 788 247 8F34-18/1T 2 4'-4" 5490 250 4033 100 8RF14-lB/lT 3 5'-4" 5809 250 3057 100 8Fi6-1B/lT 4 7'-6" 2882 250 1548 100 8F16-1B/1T 5 7'-6" 2882 1 250 1548 100 8Fi6-1B/iT 6 6'-8" 3581 1 355 1947 247 8F16-1B/1T 7 7'-6" 2882 1253 1548 436 8F16-1B/1T 8 5'-4" 5809 250 3057 100 8F16-1B/1T 9 9'-4" 2000 0 1027 0 8F16-1B/lT 10 6'-6" 3581 250 1947 100 8F16-1B/lT 11 14'-8" 1091 250 513 100 8F16-18/1T 12 5'-4" 5809 250 3057 100 8F16-1B/1T 13 7'-6" 2882 946 1548 330 8F16-1B/1T 14 3'-6" 10000 1841 7428 650 8F16-1B/1T 15 5'-4" 5809 840 3057 291 8F16-1B/1T 16 4'-0" 8859 250 5572 100 8F16-1B/1T 17 4'-0" 8859 250 5572 1 100 1 8F16-1B/1T F = FILLED WiTH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY d� Ib-1B/1T NOMINAL HEIGHT LQUANTITY OF #5NOMINAL WIDTH REBAR AT TOP TYP. 0 WALLS BUB 8F16-OB/iT 8F16-lB/lT #5 REBAR AT 1 MIN. (1) REQ'D _ 1-1/2" CLEAR C.M.U. GROUT —f— P5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) 7-5/8' ACTUAL NOMINAL HEIGHT BF24-OB/lT BF24-1B/1T 8F30-iB/iT ENG, AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTION FOR ACTUAL HEEL i/2" 3/8" CONT. 2x6 P.T. BUCK FASTENED TO LINTELS ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 8" O/C AND OVERHANG CONDITIONS 1/2" DRYWALL OVER W/ 1/4 x3" LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR GONG.:��V (3) i6D TYP. 2x4 (ADDER FOR O.H. ® 12" 0/C CONNECTOR NOTE TYPICAL FURRING W/ HILTI DNI-62-PB 0 8" 0/C MAX R. MFR. SPECIFICATIONS CONT. 2x4 LADDER PLATE ANCHORED TO GE 1674" 0 �0� 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF TRUSS W/ 16d NAILS 0 8" O/C MAX. ti FREE EDGE DIMENSION EXCEEDS 24" SEE PLAN 5F`< SEE DIMENSION. NAIL TO BUCK AT EACH 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" O/C - EXTRA LAYER OF 1/2" END W/ (4) i6d NAILS. iOd tSS P- DRYWALLSURRONOING WALL SHEATHING NAIL PER SCHEDULE t,.4'-O" FRAME ARCH EDGE OF MASONRY OPENING GABLE END FASTEN TO SLEEPER W/ i6d NAILS NRY BOND BEAM TYPICAL FURRINGAPPLIED TO SHEATHING 19/32 EXTERIOR SHEATHING REINFORCE VERTICAL MEMBERS ® 4" 0/C TYPICAL STOP W/PAPERBACKED HI RIB METAL LATHR OF GABLE END TRUSS II x4 CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI LL 19/32 PLYWOOD ARCH 2X4 PT BLOCKS ALONG ARCH TNABRACE �TL3�®T8" 0 C / / XDNI 2-5/8" LG. 6" 0/C i NAIL TO PLYWD. EACH END W/(3) IOd x 1-1/2" COIL NAILS PUN wE1Y USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS SECTION � VIEW ar r-BRacE 0 EA. TRUSS VERT. WEB (24" 0/C) 1 3 CONT. CONC. OR MASONRY TiE BEAM SEE TIE BEAM SCHEDULE 2 CONNECTION DETAIL A5 CONNECTION DETAIL A5 CONNECTION DETAIL A5 2x4 LATERAL BRACING 0 4'-0" O/C REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ISSUED FOR START 08-05-19 ISSUED FOR STRUCTURE REVIEW OB-28-19 ISSUED FOR PERMIT 09.16.19 W 8 W } N w a:W J J �1! r LL $ 8 LL W Z. Z —I 0 N Y C 6 S ° Z Oa a�LL, ra o-ao E O a, Cah; o-c� to .� Ln U N rp GJ p fl- e pN Q +' O r6 r0 v p p W p �yJ 0) E N p I_ p d O :j i Q O =9� o � V O ul�a 1:5)o�pc=7 ii-i N E `v M m O p m Z U ca. p "O Q. I c z U) Lu 0 V m r U. C 19 co CD I� LO C'4 C®1 t� Pam. W y c J V- a V Q � u i-Li W o U r � J Z W U 1/4" = 1'-O" U,N,O. STRUCTURAL PLAN A•5 ,��g MW - 67 PROJECT LOG HANGERS TO BE USED (Simpson) or (Usp) (D HUS26 (Z) HUS26 HGUS26-2 © THDH26-2 QD HGUS28-2 QD THDH28-2 QH HHUS46 QH THD46 © LUS24 QL JUS24 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4„ TRUSS BEARING HEIGHT SCHEDULE LLLLL 1fffff i 4 ` Moisture barrie not shown H. \ PT i93�ollilli \_ ro T n ilii>� I #5 rebar min. �ree "t - suA1" asou�w. sre w �Ao' q,4 =i auor.�..etewm2 (OrsvxvRa9 dri6rvbr tiPC#W C SCnW iRh.2 iRMi � P ` � I1A0 ('fiC (iEa. e...m 1 I y nna Y1.21 l (II1 4: 1-61 !jt}M1I18 t¢ 51514BAI (UA42 �i lt(F��Pi (i 1 ... ' 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 12". 12°. TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CLIPS 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 TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP DOUBLE STRAP TC-1 TA 12 5 10d x 1-1 2" - 990 1980 335 670 N245 490 TC-2 TA 7) 10d x 1-12" - 1205 2410 335 870 490 iC-3 HTWM16 8 fOd x 1-1 Z° 4 1 4° x 1-3 4' WAB, 1225 - 1225 - TC-4 HTA16 9 10d x 1-1 2" - 1870 2430 7f0 1310 1215 TC-5 HTW20 20 10d x 1-1 2 24 tOd x 1-1 2° 1530 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER 51RAr5 Ur WL (TrE 5rtUNW. 01 W1-0-Iccv SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER J. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER f, n J ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 5 9 IAU`14 NAZI 1 FNrTH DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING DIAPHRAGM BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- SHANK 8d RING- SHANK Bd RING- SHANK 8d RING- SHANK BLOCKED AS IXPOSURE I, OR EQUAL 24" 0/C MAX. SHANK 6" 0 C SHANK 6" 0 C SHANK 6" 0 C 6' D C 6" 0 C 4" 0 C 4° 0 C SHOWN ON PLAN SPAN RATING 40 20 19 32" APA RATED SHEATHING 8d RING- 8d RING- 8d RING- NAIL CORNER STUDS AT 4" 0/C MAX. TYPICAL EXT. EXPOSURE 1, OR EQUAL 16" 0/C SHANK SHANK SHANK BLOCK FREE EDGES WALL SPAN RATING 40 20 19 32 MAX. 6" 0 C APA RATED SHEATHING =RNd 8BLOCK FREE INL EXPOSURE I, OR EQUAL 16" 0/C SHANKWALL 12" 0 C EDGES SPAN RATING 32 16 15 32 MAX. 40# MAX. .E. 56# MA)._ TC-1 TC-1 n m DO DO Q co 9'-4" CLG. J7A O 1 N Q co LO Q Q Q Q Q Q Q Q '-4" 0'-4 —4$1 M V LO Q Q Q MAX. E.E. N M M co Q ¢ U U U U U II V2 ill 9'-4" CLG. n 1 1536 MAX. J7 J7 J7 J7 J5 J3 M ISSUED FOR START 08.05.19 ISSUED FOR STRUCTURE REVIEW 08-28.19 ISSUED FOR PERMIT 09-16.19 w J w J w _ W LL L J Z LU O N w j N J y Z O a 0 .� E ., u a � � e- E o U _c DID o c Q r— 'A CN x N MSk I� t 1'--J LE.. I� a 0 0 w o W � i � Q J 6."I WD OH wmti 2: n COMPL.11ANCE 1/4" = V-0" U.N.O. b a . LUCIE COUNTY S®CC TRUSS PLAN A-6 ALL WOOD TO WOOD CONNECTIONSI MW = 67 SHALL BE USP HTW20 PROJECT LOG ISSUED FOR START #805-ISSUED FOR STRUCTURE REVIEWISSUED FOR PERMIT MASTER SUITE ,,axlox 8 187 tFM COV. PATIO DINING ui HEO Bx6x4 WIC 23 CFM ,,, 15"x4 T, R.A.O. ®W/ 12" 0 A FLEX M • u . � I � 1 al gg a 10" T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN GREAT ROOM AHU-1 3-TON 10x10x8 172 CFM lox lox 8 153 CFM A 0 F:LE>&i rmr il'SIMiliSm�i�i�OJi 5„ \'\\/ 6x6x5 8110 12"0 34 C:In FOYER 70 r a:" � PORCH 12"x'(2" • ". n " R.A.G. x 10 x 7 W/ 8110 138 CFM FLEX _= o 1®x10x7 BEDROOM 3 0 121 CFM KITCHEN BEDROOM 2 10x1®x8 176 CFM u UTILITY 6X6X5 / 54 CFM / H � °v N � y N � 3 a 41) DRYER EXHAUST ru-1 0 3-TON F — — - — -1 TWO BAY GARAGE i DO NOT SCALE FLANS REVIEWED FOR -'BODE COMPLIANCE S . LUCIE COUNTY BOCC W n 0 m w J W a Z) n w LL Ld W Z K LLf U z J d in Z 0 Oa p of �0 � O C cn C C A C L � d G O Cps d O d = c O a) a�i (as � f`o to V C7 vi a' .N ,n N -o 0 � C N 'p 'O 'O 5 RAW E d _ Ln o, cu .0 ui cu E N m z � m � � , Q i E w Ox U) W p ; o 0CIS Z U o 0 s c c o x z C`J h � a I h W ti W J M�1 a Q 0 O O O U w � ' Q J W 1/4" = V-0" U.N.O. MECHANICAL PLAN M-1 W-67 PROJECT LOG ELECTRICAL SYMBOLS DUPLEX RECEPTACLE AT 12" A.F.F. SWITCH SINGLE POLE Y TELEVISION JACK PRE WIRED sn SMOKE OE7ECTOR Ea F.P.&L. METER &DISC. Q� IH AT BA DUPLEX RECEPTACLE T3 SWITCH THREE WAY � AT012" A.F.F. ® MONOXIDE DETECTOR ® PANEL Q� 110 DUPLEX RECEPTACLE AT 8" ABV. COUNTER i 14 SWITCH FOUR WAY (jJ HVAC THERMOSTAT SWITCH DISCONNECT g EXHAUST FAN DUPLEX RECEPTACLE FLUSH IN FLOOR �R SWITCH RHEOSTAT Q INTERCOM AT 60" A.F.F. PADDLE FAN W/ OR WO/ LIGHT F L EXHAUST FAN W/ LIGHT ?GFI DUPLEX GROUND FAUL�ACLE �n DIMI ER ® ATTCH L 2* A.F.F. NE OUTLET E'101111 MNTED. ROMEMMT LIGHT DITCH LV DOOR RELEASE II DUPLEX ECEPTACLEVOLUME TOP RECR SWITCHED fK KEEYED ® TELEPHONE OU FLUSH IN FLOOR INCANDESCENLIGHTQR FIXTURE WALL• MNTED. I CONTROL II WP WATERPROOFEPTACLE KEYPAD INPESCURITY CLG.R ? QUADRUPLE RECEP ACLEX ,In% uc DUPLEX RECEPTACLE UNDER COUNTER U JUNCTION BOX SECURITY UGHTS ® HI HAT CLG. MOUNTED TR LOW VOLTAGE TRANSFORMER Q INTERCOM STATION © T DOOR CHIME ® RECESSED EYEBALL ® HI HAT VAPOR PROOF Fg FAN BOX IN CLG. ELEC. PANEL "UNIT A" 200 AMP CIRC, DESCRIPTION POLE BRKR WIRE VA. 100Y 1 AHU HEAT STRIP 2 60 6 1 0 9.6 1 A/C COMPRESSOR 2 40 B 1 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 a 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 L5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 1 12 1 1,2 0 3 SMALL APPLIANCE 1 20 12 1 4.5 0 1 IBATH GFI 1 20 12 1 1.5 0 10 GEN. LIGHTING 1 15 14 5.5 0 3H�4 `J�6 I 1st 10,000 at 100% = 10,00 REMAINDER AT 40% = 11,36 A/C LOAD AT 65% = 6.24 TOTAL = 27,6 x 1000/240 = 115 AMPS (1) SETS OF (3) 1410 AWG. THWN IN 2 CONDUIT 200 AMP SERVICE ❑ METER DISC, COMBO A" O PANEL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'—O" LONG MIN. ELECTRICAL RISER DIAGRAM Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 1,815 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,445 / 10 (GEN,LTG.CIR.) = 545 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0—SC91208 KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F,F. IF APPLICABLE NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS i CELL IN REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ISSUED FOR START 08-05-19 ISSUED FOR STRUCTURE REVIEW 08-28-19 ISSUED FOR PERMIT 09-16.19 L1J a Lu uT LU ? LL 7 3 w ? r O � Q J Q 0 a� m o Z m o pa in @ O CD 01 L C (O -D05 fl- o a � O of L o c= � r0 = O .�' V vi c vn +ai = V Ci 8 aB-+ -8 v0- 'O [O C d a) i -Op -O E O .r-. N Z-' O +-, Cn U 0 0 0 0 b E Q O O 10 U ~ O O� O p C im O NLD E (D O aJ QJ , W N U CO 2M O pp, LJJ I_ i O O m T O � i c _ CO V r J � LC? C'N 04 n W M"9 W J LL I� a Z U Z 0 U FFF�111 O LU U J Or LU � 1/4" = V-0" U.N.O. ELECTRICAL PLAN E-1 MW = 67 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG TRUSS BEARING HEIGHT SCHEDULE ST TYPICAL TRUSS END DETAIL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI-B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TI TLE rDATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. IEWED FOR mber of girder plies to be determined by engineering. COMPLIANCE CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. ing trusses is a service, not a requirement. Engineered )CIE COUNTY drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. BOCC WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER ERECTING TRUSSES ARE CAUTIONED TO SEEK RECEIVED R L EI V U NOR TRUSS FABRICATOR. PERSONS PROFESSIONAL ADVICE REGARDING ERECTION BRACING M411CH IS ALWAYS REQUIRED TO TOPPLING AND WMINCING DURING ERECTION: AND PERMANENT BRACING WHICH PREVENT MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE -BCSI—B1 Summwy Sheet COMMENTARY for HANDLING, INSTAUUNG & BRACING METAL PLATE CONNECTED JEPn �O�n I" ! J and RECOMMENDATIONS IN A STRAIGHT AND TRUSSET IWHE NO SHEATHINGTRUSSES ARE TO BE ERECTED S APPLIED DIRECTLLYFTo TREETOP CHORDS, THEY FMB POSITION E SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. ST. Lucie County, Permitting TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT /1 DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL oe REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO Z HANGER IS SUPPLIED. 11 CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. �9 NOTE Trusses shown on this layout are a component part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building desig e individual truss russdrawings must be placed duriner or his engineer . Lateral gtheshown h theerectionprocedure. Exposure Category : C Bldg Category : 2 Wind Design Velocity :1Fi0_ MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 16_ Brim M Remy Sbud Eng 176051 25N N. King, Highway Fart Pkm FL 34951 (T72) 464-4160 GHO HOMES Grenadine Jem Classic 1 /4"=1 '-0° 1 08/13/19�Dtc-