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HomeMy WebLinkAboutBuilding PlansGENERAL NOTES MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NII. PROVIDE PRECAST 1, THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION. LINTELS AS NECESSARY. (I'm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" O/C I. 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 ;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. 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. FLORIDA BUILDING CODE. -2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BETHHN-COPPER, UNLESS NOTED OTHERWISE. USING THE 2017 FLORIDA BUILDING CODE 6th 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 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE .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 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER. CONDUCTORS SHALL BE COUNTY AND ALL APPUCABLE AMENDMENTS. DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING ACCORDINGLY. 4, THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4, ALL BRANCH CIRCUITS IN RACEWAY OR NON METAWC SHEATHED CABLE REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. VERTICAL EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24"HIGH, 20' VIDE, AND MIN. NET 3. FINAL SIGNED AND .SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). 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 THE DESIGN, 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. 6, VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER EFFICIENCY SECTION, 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. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED. BY SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH iT IS IN AN 4• IN AREAS OTHER THAN HWZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL, PER F.B.G 2017 ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR RENEW INCLUDING TWO (2) COPIES FOR ARCHITECTS 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 DRAWNGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBRJTY TO B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP, AND AT ABBREVIATIONS THE MASONRY. PROVIDE ALAYOUT THAT FULLY INTEGRATES WITH RE 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. ABV ABOVE EXT. EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF RE SPECIFIC AREAS OF CONCERN, > AFF ABOVE FINISHED FLOOR 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 CUTLER AS AHU AIR HANDLER UNIT F.R. FIRE RATED 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. B.F, BI FOLD FIR FRENCH DOOR MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 5' ABV. ADJOINING GRADE COORDINATE LOCATIONS WTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS' B.P. Ell PASS 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 BLK. BLOCK FL. FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. BLW. BELOW G.T. GIRDER TRUSS MIN, MINIMUM T.O. THROUGH OUT BEAM SCHEDULE NOTES S. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND - ' BRG. BEARING GA. GAUGE M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM HORIZONTAL: BOTTOM EACH STUD, AS PER CODE 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON 'PLAN, BTM. BOTTOM CLG. CEILING GALV, GFI GALVANIZED GROUND FAULT INTERRUPT MONO. MTL. MONOLITHIC METAL T.O.PL T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE . iL ALL LINTEL MARK 'L" TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE ( ) 7. STRUCTURAL WOOD ANDTIMBERFRAMINC SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12 PROVIDE PRE- WIRED TV. OUTLETS FOR CABLE AS SHOWN ON PLANS. ` CMU CONCRETE MASONRY UNITS COL. COLUMN GL. GWB GLASS GYPSUM WALLBOARD O.H.D. O/C OVER HEAD DOOR ON CENTER TYP. U,N.O, TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL: NOTED "BB") MANUAL' AS PUBLISHED. BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, 13, DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. GONG. CONCRETE GYP, BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2, ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND ' CSMT. CASEMENT HGT, HEIGHT.I.F. P.S.F.PSF POUNDS PER SQUARE FO T VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WTH A.C.I. 530-05/ A.S.C.E BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED, 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER DBL DOUBLE HPS HOOPS P.T. POUNDS PER SQUARE INL�H W.A. WEDGE ANCHORS ' 7-10/T.M.S. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE 4ON PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED W/ WITH "COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. OMMENTAR BUILDING 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. DISP. DISPOSAL DP DESIGN .PRESSURE HS HVHZ HORIZONTAL SUDING HIGH VELOCITY HURRICANE ZONE PART'N. PKT. PARTITION POCKET WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE NTH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15, ALL CLOSET LIGHTING SHELL COMPLY NTH NEC SEC; 410.11 DR. DOOR INS. INSULATION PLYWD. .PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS DW DISH WASHER INT INTERIOR R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE E.E.EACH END ELELE C. ELECTRICAL LIN.. LIN. LONG LINEN S.C. S.G.D. SCUD CORE SLIDING GLASS DOOR 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. ELEV. ELEVATION LT. LIGHT SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWRE FOR GARAGE DOOR OPENER SENSOR. E.S. EACH SIDE L.T. LAUNDRY TUB SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WNDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE OPENINGS SHALL PROVIDED AT THE BOTTOM GROUTED CELLS AT EACH. D 1. CONCRETE SHALL CONFORM TO SHALL HAVE STRENGTH IN 28 DAYS AS C9RY NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18, ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFTCLEANOUT IT 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 MA N ES SAINT LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF, GLASS ATTACH. METHOD TYPE SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHD 16080 WAYNE DALTON N/A W/ 1-i/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF ' MIN, EDGE DISTANCE. 6' FROM END _34.8 PSF B FL 17499.1 (2) SH 26 MI WINDOWS & DRS SOL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.2 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -32.8 PSF C FL-20468.10 3080 DR W/ THERMA RU N/A I/4' TAPCONS W/ 1-1/4" MIN, EMBED CORNERS 0 D.P.- +31.9 PSF +50.0 PSF -50.0 PSF SIDEUTE 6" & 14 0/0 MAX. SPACING. -34.6 PSF D FL 15349.5 4625 ARCHED FG MI WNDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +50.0 PSF -%0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF E FL 17499.1 (2) SH 26 M 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 & 2" FROM EDGE -32.8 PSF F FL 15349.5 3020 TRANSOM MI WNDOWS & DRS SGL IMPACT 3/16- 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 O FL 15349.5 3020 TRANSOM MI WINDOWS & DRS SOL IMPACT 3/16' TAPCONS. W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +55.0 PSF -53.0 PSF EQUAL SPACING & 3' FROM EDGE -30.3 PSF �- H FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF I FL 17499.1 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 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF J FL 22401,3 12080 SGD MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.5 PSF +55.0 PSF -55.0 PSF ` 0 12- O/C MAX, SPACING -31.3 PSF K FL 17499.1 (2) SH 35 MI WINDOWS & DRS SCLIMPACT , 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 & 2" FROM EDGE -32.8 PSF L FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX: SPACING & 2" FROM EDGE �i IW PSF M FL 17499.1 SH 25 'MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 01W O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF N FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/1V MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF O 10- O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF 0 FL 17499.1 - SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' FROM EDGE -36,3 PSF P FL 17499.1 ; SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.- +31.9 PSF +55.0 PSF -550 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF PRODUCT MODEL If MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX 104-1 JJ4" HORIZ. MI WINDOWS & DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CLIP TOP & SIM, 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 83" ROOFING NOA NO. 18-0829.04 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. CAPISRANO CONCRETE TILE PRODUCTS ROOFING UNDERLAYMENT NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE POLYSTICK TU MAX SELF ADHERED 1 OR MORE PLIES NAILS AND TIN CAPS 12" GRID, 6' D.C. AT A MIN. 4" N/A N/A PEEL & STICK SBS UNDERLAYMENT INC. HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A: SPACED 0 EVERY HI RIB (4- 0/C) W/ 1-3/4" EMBED, N/A N/A PER NAIL. BEFORE GROUTING. FOUNDATION NOTES 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL 2. ALL REINFORCING STEEL TO BE GRADE 60. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE NTH FOOTING CENTERLINES UNLESS OTHERWISE NOTED. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S,F„ 5, FILL PLACED WTHIN 5'-0` OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. 7, CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). r PROPOSED SINGLE F, .r CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH ACI 530-11. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED CONCRETE BELOW GRADE-3" 3. REINFORCING STEEL: GRADE 60 (FY=60,000) ASTM A615-94. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WTH "TIE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTIERNSE. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION, 6, CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL 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 EXCEEDS 8".. 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE, 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 REINFORCING AT EACH FACE LAP 48 BAR DIA. MIN. 9. PLACING DRAWINGS ON BAR LISTS SHALL. CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTIERWSE, 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE 1301.2(1). aMILY RESIDENCE BY: 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR ASINGLE MEMBER USES. 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" D.C. STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL NTH 1' LONG BUGLE HEAD DRYWALL SCREWS AT 12- O/C MAX, 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO SUBSTRATE AT 4" O/C AS FOLLOWS;. CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD.HORIZONTAL AND VERTICAL WOOD 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 FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 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 MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTICOIL NAIL PROGRAM. TYPE TO BE CRF 112G 1-1/2" LONG AND .120- DIAMETER U.N.O. 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY NTH ALL SUPERIMPOSED WIND LOADS PER F.B.C. 2017 8TH EDITION & ASCE 7-10. STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS. SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES PLATES A-3E BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2, MELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E7OXX. SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. PLUMBING NOTES 1, ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE NTH SECTION 405, F.B.C. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11, 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. S. CONDENSATE DRAINS MUST BE A MINIMUM OF It OFF THE BUILDING. 6. INSTALL CHASE PIPE FOR HVAC, MECHANICAL NOTES 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. GARAGE NOTES T:;OPENINGS BETWEEN RE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD DOORS NOT LESS THAN it (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN Wo (35 MM) THICK, OR 20-MINUTE. FIRE -RATED DOORS. 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THEGARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. un t LOAD SCHEDULE LOCATION LIVE OEAQ P6BTM TOTAL - GROUND FLOOR 40 50 10 100 DRAWING INDEX SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 C-1 COVER SHEET ATTIC 20 10 0 30 A-1 FOUNDATION PLAN A-2 FLOOR PLAN WIND. A-3 ELEVATIONS UUTIMATE WND SPEED - 160 m.p.h. �. - _ A-4 SECTIONS rd RE € BUILDING RISK CATEGORY = II A-5 STRUCTURAL PLAN BUILDING DESIGN AS ENCLOSED A-6 TRUSS PLAN REId I;) J h5 4' 1 EXPOSURE = C -...-, . E-1 ELECTRICAL PLAN. ROOF DEAD LOAD FOR WIND M-1 "'MECHANICAL PLAN LT 102 DESIGN TAKEN AT 10 p.s.f. F e `�//\/ RM THIS STRUCTURE IS DESIGNED IN ACCORDANCE SYMBOLS LEGEND MEADO / WITH CHAPTER . E THE PRESSURES BUILDING CODE RgCE1NE0 �;I AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR 1 DOORS AND WNDOWS ARE NOTED ON THE ELEVATIONS. =� WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY O C COPYRIGHT ROTS ?' THE GIVEN DESIGN PRESSURES BY RE APPROPRIATE # DETAIL q owa 3 INTERIOR P� SCALE ELEVATION arcm TYPICAL "MI" WINDOWS (V L_I N co co co m 0 0 18a" 35" 52d" 25}" SH 15 SH 25 SH 35 SH H35 M.C. 20 1/8" M.O. 38, M.O. 54 1/8' MIO. 27 1/2' Ix, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD P.T, WOOD BUCK P.T. WOOD BUCK �_ \ (/ U 38" 70" 38" I L �f SH 35 / Slq TYP. BAY WINDOW FACTORS TO OBTAIN TEST PRESSURES. 3 Qe St K%9 Dep Co"n"' THERMA TRU EXTERIOR DOORS DIAE owc. SCALE C# COLUMN LABEL Lu2x P.T. F# .FOOTING LABEL SECTION owo. SCALE POT SHELF HEIGHT AS NOTED SCALE � � oWO. SCALE HEIGHT AS NODROPD TED F01•- Z ARCHED OPENING SEE 1 - PLAN OR ELEV INTERIOR ELEV, WOOD BUCK # SCALE MASONRY CONSTRUCTION SHOWN TYP. TYPICAL M.D. 35 1/4" W M.D. 37 1/4" W M.O. 41 1/4" W M.O. 55 1/2" W M.O. 78 1/2" W X 99' H X 99" H X 99' H X 99" H X 99" H GROUT FILLED CELL SEE EDGE OF SLAB EDGE- OF SLAB EDGE OF SLAB EDGE OF SLAB 7857 BEAM LABEL ■■ FOUNDATION PLAN ■ ® ■ ® ■ ■ ■ ■ ■ ■ O REVISION NON -BEARING FRAME CONSTRUCTION EDGE OF SLAB /rnNNBEA� ' .1-/ NG NORTH ARROW CONS RUC LONE 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) BREAK LINE x; 4. x, ELEV BEAM HEIGHT CHANGE a DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 20, 5/4' BOARD OR 1xB. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE. LOSS IN RESISTANCE, W%M 11:ii 00MMi GRAPHIC SCALE 0' C* FLOOR ELEVATION �. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES, SCALl�t�• ��� , PROJECT LO ISSUED FOR START ISSUED FOR PERMIT w LL ] u y uj z 0 XX LL LL J Ll z 33 W z J o Q g 5i Z F 0 r'1 a 0 N-0 - E c cu N � d +� N •Q' S S > m •� •i Cu C J +�'cli .� 10 o C QY3 0) -gyp o ra Z7 c V E fC W kJ` > ��r OJ �- �" clOi O v U .p LL N {NU� N U V m Cis Z (2) CU CL Ln REVIEWED FOR BODE COMPLIANCE ST. L CIE COU[�jl BOCC ' ( r I u- 0 0 O LLJ �o o V 1 � J LL 1/4" = 1'-0" U.N.O. COVER SHEET 8„ FIBERMESH OR WELDED WIRE MESH SEE FOUN. NOTES FOOTING REBAR SEE F0077NG SCHED. Ld c f.. "c. OTYP, EXTERIOR CONT. 1 MONOLITHIC FOOTING 4ONLY MATCHING DON£LS FOR ;(2) BAR DIA. HOOKS MESH W.W.M. BAR G SCHED. OMIT R BAR WHEN 38 EXT. CONT, MONOLITHIC < w FIBERMESH .a a OR W.W.M. e 1-15 CONT 3" MIN. COVER 1 34 THICKENED EDGE #1 " CONC. COLUMN MATCHING DOWELS 48 BADIA. ' �I W/STDR HOOKSIN. GRADE Ej z_ �'. •.r` J L�_ L AD REBAR EQ. EQ. SEE F007ING SCHEDULE EDGE BARS ALWAYS SEE CHED, REMAIN. SPACE OTHERS EQUALLY OISOLATED PAD B MATCHING DOWELS FOR COLUMNS 48 BAR DIA. FIBERMESH OR MIN. W/STD. HOOKS WELDED WIRE PAD REBAR MESH (SEE I 1 SEE FOOTING SCHED. SCHEDULE) EDGE BARS ALWAYS 4 REMAIN. SPACE OTHERS EQUALLY. iJI / a r-- — n. " SEE OTHER EQ. EQ. DETAILS FOR SEES EDULE FOOLING BEYOND 19 EXT. MONOLITHIC AT PAD WOOD POST, FIBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH PAD REBAR SEE FOOTING SCHED. EDGE BARS ALWAYS REMAIN, SPACE OTHERS EQUALLY. a•' a EQ. EQ, SEE SCHEDULE OIN ° MONOLITHIC PA MASONRY WALL BEYOND OVERHEAD GARAGE DOOR PAVER RECESS CONC. BRICK PAVER OHO RECESS SETIN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE i y ti Y, i•jr!�;; 20" DRIVEWAY ! GARAGE INTERSECTION CONC. POURED FILLED CELL W/ STL. PER PLA DOWELL & EPDXY (1) #5 REBAR INTO SLAB FILLED CELL LOCATION W, 4" MIN, EMBED. INTO SLA 48 BAR DIA, SPLICE L- 8"x8" PRECAST r1, LINTEL. SEE LINTEL SHOP DWGS. FILL COLUMNS AND LINTEL SOLID }' W1 GROUT BOW FILLED CELLS W/ 115 VERT. (TYP. TYPICAL DETAIL LINTEL ON COLUMN 48 BAR DIA. SPLICE m F SEE BEAM SCHEDULE FOR REINFORCEMENT 48 BAR DIA. S ICE 44C+. i FILL COLUMNS SOLID 8"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN 'ONC. SLAB & OONOLITHIC / FOUNDATION 1!/ PER PLAN MISSED COLUMN STL. DETAIL FOOTING SCHEDULE MARK SIZE WxD REINFORONG DESCRIPTION DETAIL NO. F-1 20' x 18" X CONT W/2 15 CONE EXTERIOR MONOLITHIC I F-2 20" x 18" X CONT. W/2 /5 CONT ® RECESS MONOLITHIC 38 F-3 1 2'4" x 2'-6" x 12" W/3 15 E. W. BTM. PAD 0INTERIOR WOOD POST 6 F-4 4'-6" x 3'-0' x 12' W/4 15 E. W. BTH. ISOLATED PAD 7 F-5 3'-6" x 1'-8" x 12" W/3 15 E. W BTU. MONOLITHIC 0 PAD 19 F-6 2'-6" x J'-O" x 12" W%3 g E w BTU. MONOL17HIC 0 PAD 19 TE-1 1 10" x DROP x CONT. W/115 CONT. THICKENED EDGE AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIP7ION C-1 8x8 BLOCK CONC. BLK, W/ 1 FULLY GROUTED CELL W/1-/5 VERT. AT 6'-0" 0/0 MAX. AND AT EVERY CORNER AND BOTH SIDES OF ANY OPENING MORE THAN 6'-0' WIDE C-2 846 BLOCK CONC. BLOCK W/2 FULLY GROUTED CELLS WII-15 VERT. EACH CELL AS LOCATED ON PLANS C-3 IRREGULAR BLOCK 45' MITERED CONIC. BLOCK IN FULLY GROUTED CELLS W/ 2-#5 VERT. C-4 4"X4" WOOD POST PROVIDE BASE AND CAP AS NOTED ON DETAILS ,U-o i. U.9a. rm NV 10'-8" T.O.B.B. 9-4 T.O.B. . 9-4 TO.B.B. I (2) H 35 O STEP OUT F6 C2 6'-8" 7'-4" 6'-0" 6'-4° C2 HEAD 8'-0" C2 H FOOTER AT COLUMN ■ i i ■ i ■ ■ i b I ■ ■ (2) 1'-8. 2'-8" 6" ■ HEAD 8'-0" — — — — F1---- — i i■ ■ ■ ■ ° IsI lei O w I — — — — — — F1 = ® b O FORM SHOWER PAN-, 1 1/2" LARGER ON ALL b ■ I I F1 SIDES THAN ACTUAL I ® = q FINISHED SHOWN HERE III 1 b I = I N 6' SHOWER 1208SGD RECESS -1 F1 ' L--- F1 � I — — — — — — — — — — — — — — — C3 ■ C2 F1 N I I � ■ ® O ■ a F3 13'-10° J� I I I nm 28'-2" o+ ■ 2,0.0 a 8. ■ o 0 b c0 ® I b FORM SHOWER PAN M o 9 1 1/2" LARGER ON ALL o = I SIDES THAN ACTUAL FINISHED DIMS. SHOWN HERE i NOTE; ALL COLUMNS ARE C1 U.N.O. ,W-� 0'-0' F7N. FLOOR SLAB_ SUPPLY PLUMBING & - ELEC. TO ISLAND UNDER SLAB FLOOR OUTLET W/ BRASS COVER ko0 ■ I 60. /I b ca ® o b I to 9Lj n I 6" RECESS ®1 o D A. I -6" 7'-4' SID 308 DRAW/ I ° s r — — — FG TRANSOM ABV— — ILL J 7 -1 rTfi" IAC4 � —J F3 I 21'-2• I I ■ ■ I b I � w . w,a •`, F1 I o - w 10'-4" 3-9 L 2'-8" 1, V-1 = I ■ i 7 iE-1 ■ _ 91 PROJECT LOG ISSUED FOR START 10-02-19 ISSUED FOR PERMIT 11-19-19 Lu J m m # ui n: ..LU . =Lu y LL w Z Z 0 a fo z nd Q Z° @ o g n 0 L a) x N au ii _ C) js 3 �' se coa) u cow �o c aj o � 0 �� p m EE CCU '4� cw u E o o �o c ECU N S Q `�' > v 49 (fOO 1 N1 cu E p at ra 'o cc C7 z C Ln n ■ ■ ■ ■ F1 00 F1 � 0 F2 F1 I L------------� F1 I w ® ®■ 2 S 26 ■■ \\ NOTE: FORM GARAGE SIDE DEMISING WALL b 1 __ _ _ — — HEAD8'-0" C2 — — \\ \ RECESS 1-1/2" SM LLER THAN ACTUAL L — — — — J — \ FINISHED DIMS SHOWN HERE A. b 3'-3" 3'-3T— Til4 7 I \ 18'-8" ■i ■■ • IrowI a 5 2 SH 26 ■ ii Gy I ii ■ C2 I F2 \\ \ I s HEAD 0E- STEP OUT O L---J I \\\ ucN FOOTER UNDER SLAB \\ AT COLUMN C2 m m I CONDENSATE LINE \\ F4 od m o o \ REVIEW D OR °p I 8' W X 5 N2" D RECESS \ DE CoNPLi N ° FOR PAVERS (FOOTING \\ m ro N adDEPTH MEASURED FROM \\ I S• LUCIE O m I BOTTOM OF RECESS) W/ \\ 0 0 6" W X 3/4" D RECESS \ \\ I B® Ci 00 I BEHIND (SLOPED) N 901 F2 I CONC. PAD O U- IDF1 k SLOPE 2' I ® Z z ELEC. PANIfL O LL EXTEND 5-1/2" DEEP RECESS 4" O " PAST EDGE Of OPENING, TYP. I F2 0 ,..i O =D A FINISH 17DGE OF CONCRETE � L — — — — _ —1 m F' t J A4 AT RECESS, TYP. ---------------- b C2 O LLJ � ■ ■ ■ ■ a ■ ■ ■ ■ ■ _J a: cn c ® ■ SH 26 ■ ■ 1/4" = l'-O" U.N.O. HEAD 8=8" F5 F5 FOUNDATION ] I� LAN 9'-4" T.O.B.B. 9'-4" TO.B.B, 11'-4" T.O.B.B. 2'-8" 2'-3" 2'-3° 2'-8" 11-4" T.O.B.B. 9'-4" S-11" 2'-8. 6'-0' 2'-8" S-11" 7'-2" 7'-3' 9'-10 7'-3° 13'-3" 11'-4' 24'-4" 601-01, 1102 As r PROJIECT LOG ISSUED FOR START '16.02-i9 ISSUED OR PERMIT 11-19-19 I WASHER DRYER 28-1//2 SPACE DRYER VENT I DRYER VENT LOCATION FRONT VIEW FINISHED CEILING 2x WD BLOCKING EACH SIDE OF M FOR MOUNTING 2x MTL. STUDS TYP: FINISHED FLOOR TYP. MEDICINE CABINET r A (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP, WALL SECTION 24 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS - (2X4 STUDS 0 16" O/C) (2x6 STUDS 24" 0/C) W/1 FULL LENGTH LAYER OF 112" TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY & ATTACHED W/ 1"LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONT. 25 GAUGE METAL TRACKS I TOP & BOTTOM CONC. FLOOR SLAB HIL77 PINS ,145" DIA x 1" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. GARAGE FLOOR — ELECT. PANEL / CHASE IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS I AC 12" AC CONC. PAD DETAIL N.T.S. LCULAT10NS TOTAL U/A 2,503 S.F. COVERED ENTRY 55 S.F. COVERED LANAI 168 S. F. GARAGE 661 S.F. TOTAL AREA 3,387 S.F. (2) /10 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" 011 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF O 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HIL71 PINS .145" DIA x i" LG. 0 16" 0/C W/ i" WASHERS INTERIOR PARTITION 3/4' - 1 -O 1 T-10" 7'-10" 18^I. 1 16'-D'_' 1'-4"I SH 35 `oI F_ — — — — — — — - 2,_4„ I J12-4 IMASTER SUITE I'i 9'-4"/10'-4' CLG. m I �I I 4,_4„ I L S-2" M I • L — — — — — zv `o I 2680 2680 � HIS 19'_4•CL3.I 0 I M � 2680 H I RS I $ = 9'-4 CLG: '-6" O I N' O bo LIN L— O 2 m ySQS! MASTER TEMP FRM S GL TO FLR BATH TOP OF G 0 84" A.F.F. 9'-4" CLGwto zk 7'_6" 7, — 0 0 W ® ROMAN SHWR b n< , o , ( O o = •9T (2) LASS CORNER ACTIVE HELVES 48" & So. A.F.F. m R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ADDITIONAL NOTES 1, STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. •a II DEN 9'-4" CLG. Ee I I I I — — — — — — — — — — — — — 6'-5 1 2" PAVERS COVERE D LANAI 10`-8" CL . O(ABV MAIN S AB) J 12080 SGD (3 PANELS) I Srm b I4rf, m GREAT ROOM 10'-8" CLG. 0 h 5'-2" 1'-4" FLAT HDR. FOYER DINING I I o co 10'-8" CLG. 0 12'-4" CLG I I F v 04 BACKING FOR FUTUI UPPER CABINE FROM 36°-9 N 308D D W/ SIDEUTE ARCHED FG TRA ABV OVERED � ®� ® � ABV. 0(2) Si26 0 ENTRY 14'-8" CLG (ABV MAIN SLAB) m m 00 00 6'-0' 3' 2' 8„ - 60'-0" O (2) SH 35 NOOK a� o -4" CL�. ti a � m io \ \ nI 1 I= ISLAND E T. �Im ISLAND I p_g• 61-0. 4" 2, 0• 3e lu N p Y K O 2 U W p O U_ I �M 5Iz I m n 41 n 5I0 . a II C— DW IT WALL I 9'-4 CLG. 0 N I io O ff��d�1171 a BEDROOM 3 9'-4" CLG. u -u 5080 BP BEDROOM 2 9'-4" CLG. t^ Lu m Lu N m J ui a i ? LL Z O u J w z ❑ m Z g a � � o 72 � co ao cmo �,lb a� _ •o � 2o� _ ° i �+ ID C I-- Y aul •L ce 300 'q -0 w a7-gyp- o a Yl o 2 ON � '--' C Lu aJ ` SU N = cu >$�o com 1: N - a d O SG N 1u 22 p o =o c� Z U N 17 p- .o I h �w "" n a = ..�Lu r 2 0 W EWE 20 MIN. SOLID C RE DOOR W/ RIVE F_ 227x54 WEATHERSTRRPP NG PULL ON STAIR ' L W/SW LT. I — — — — — — - I I I M RE IE ED FU I CODE 0 MPILIA14C 1 ST.`LOCI COMITY • R CC N I 2 CAR GARAGE.? ATTACH P.T. 2X8 F- GARAGE DOOR PER MANUF. SPECS = J SMOOTH COAT O LL STUCCO FINISH SEE DETAIL THIS PAGE EXCEPT AT DRYWALL FRAME -OUT F W ELEC. & CHASE % Z I= 23'-0" ELEC. PANEL] 0 0 O Lu HOSE O u BIBS o -------J CHASE Q J W ® ® OJ Cf) o m 1/4" = 1'-O" U.N.O. SH 26� FLOOR PLAN y ? 2'-3" 2-3" 2'-8" 9'-4" LO.B.S. 7'-3" 9'-10" 7'-3" - 24'-4„ 2 � BATH 2 ; 0 0 /J GARAGE SEPARATION J REQUIREMENTS PER 18'-0° R302.6 PROJECT LOG ISSUED FOR START 10-02-19 ISSUED FOR PERMIT 11-19-19 r- ���' A , R2RulwreA OrmO�vse' Wsa;gla�lew C_­ Product Submittal Sheet mI,lWrp.mm 1 eowtb 79th Porn P1054rte4sn garkaet m Nutlet 6uitllag"aware LLD. 11 M n 1!-1da33166 Fw 4r'rlcv Mid Wail (M Style) Control Joint r Resigned to relieve stress and assist in controlling cracks In exterior wall fimtih, Intersections of Ts r available / �.. 1570.50UL i/0"a1i2 3112 I'd flange 13/4 perimated flange 15 Mid Wall ConkolJ -rats- Deigned to read,. Cowes artl usuala controlling call In ordeal amen meademinna of Ta me➢eHa U6 Patent Number 7767,466 Caulk all mfereactlore but jaidea, and. and Camera at time of leetaltubta Product Subritittel Sheet v'dare m hi NNW Mo plant P10.5411046a CI"readedn DMl Leh 9uilding9yatame L_Q Miami. FlaWd 33566 PM.47741M o Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco 8ramil pl'*Ae 711, h t- 'ram 3wiJPefimteJflnny� to 6oRt Vaote-Cant nuoua ono -place 6o"It Vent wllh reinfpm rp rib to koy InN ehlico 9amq yaeter. Vdnt Clips ern prov tlad N connoct 9om1 Vent aM Ventlam InlB acaenl. V Marco: ltl squarelncM1ee prtllneal ft. Caula ell IntereYYlone, bu"joinY,.nda entl coma,. etllmwf In.Ylkbon. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED ® 3387 (SQ.FT.) x 144 = 487,728 SO IN. REA l 15SQ IN. PER LINEAR FT. 150 el 3P2REQUIRED0LF) VENTal NT A3, 00 SO. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS "S" BARREL CONCRETE ALE 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 — ®24° 0/C TYPICAL W/APPROVED GALK TRUSS ANCHORS EA. END j1 SEE PLAN/ ELEV._ GALV. MTL. DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENATOUS FINISH ON METAL LATH W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMEN17TOUS FINISH OVER Be CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB _ !r 4612 ISOLATION PER ENERGY CALL. RAT RUNS PER TRUSS MANF. 5 8" DRYWALL OR 1/2" "TOUGHROCK" (OR EQUAL) APPLIED TO o UNDERSIDE OF TRUSSES FIRE STOP CONT 8746" MASONRY BOND BEAM W/ 1#5 CONT. TOP & BOT. - FILL W/ CONC. CONT- METAL POUR STOP 1/2" DRYWALL 1X2 RT FURRING ® 24° O/C EXTERIOR BLOCK WALL TO BE TYPICAL WALL SECTION SCALE 314• = I c=6r-0. EDGE ZONE RAISED STUCCO BAND CONC S TILE, TYP. RAISED STUCCO DETAIL FOAM MOLDING — \ �i11I g 0EDGE RINF—j %il jb�o 414- 11111111i!i�iin�i�i�i�i�i�i�i�i�iAi� LE D.P.= +31,9 PSF O-34.9 PSF D.P= +32.2 PSF BLW. O -35.1 PSF ❑ IXED GLASS XED GLASS - iV If I .60 1 l 0 0 I is I D.P= +34.81 PSF D.P.- +34.8 PSF DI +34.8 PSF O-37.8 PSF O -37.8 PSF O -37.8 PSF O-34.9 PSF D.P= +29.7 PSF O-32.6 PSF 12 6 A}A}A}Koh Risk, all 16.1 all j% ,AIIA}A}A}A}A}A}h i M MEDIUM TEXTURE o DECORATIVE CEMENTITOUS FINISH -al ] I ON BLOCK WALLS, TYP. _p m N RAISED STUCCO DETAIL a 0'-0" FIN. FLOOR SLAB h D.P = +33.5 PSF STUCCO BASE OP 36.9 PSF FRONT ELEVATION - MISSION 12 6 REAR ELEVATION I 10'-8" T.O.B.B. 0 9'-4" T.O.B.B. 7� MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. 0'-0" FIN. FLOOR SLAB W a M m w c W v n J ad J Go w J W L " W are z > ? J J a Z S z Oa 0 o 6'-0�IE I " EDGE ZONE �—EDGE ZREV EWEU 'F R _ CODE OMPLIAINCE I I I I ST. LL CIE COUfliIT BOCC L 14'-8" T.O.B.B. LL i I 0 I I I I H 111-4" T.O.B.B. Z W Q 0 a 0 91-4" T.O.B.B, 0 U W O� Q ®®®®®®I®� W H J �L Cli ®®®®M®7®E] R-7E l:ATIONS - - - - - - - - - - - - - - - - -0'-0° FIN. FL. SLAB' A- 3 -- OA D.P.= +29.3 PSF -34.0 PSF m LEFT ELEVATION - MISSION _ l zc lq L PROJECT LOG ISSUED FOR START 10,02�•19. ISSUED FOR PERMIT 11.19.19 STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) a=6'-0" EDGE ZONE I I I I I I I 11'-4" T.O.B.B. MOW 9'-4" T.O.B.B. b D.P.= +34.8 PSF D.F� +34.8 PSF ,0 37.8 PSF 46.6 PSF 1 PROVIDE CEMENTITOUS D.P.= +33.9 PSF D.P.= +33.9 PSF FINISH PRIOR TO O -36.8 PSF O -36.8 PSF METER INSTALL -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- _ _ _ 0' 0" FIN. FL. SLAB RIGHT ELEVATION - MISSION COV. PATI TYPICAL INSTALLATION WINDOW ASSEMBLY *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE 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. SPECS 'MORTAR OR WINDOW INSTALLA110 :. GROUT + 1/2" ++ ° + _. a ° + ... + SET SILL IN FULL DRYWALL P . + +a' MORTAR BED AND HEAD JOINT STUCCO OR '} . + Fv0.. • DECORATIVE ° , 7 �CEMENTITIOUS COATING 3/4'FURRING TO°. "+ MASONRY WALL B. C.M.U. ° , PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 1 6 PRE ENGINEERED WD. TRUSSES @ 24" 0/C TYPICAL KITCHEN BEYOND mm CONC. COLUMN WEATHER STRIPPING BY DOOR MANF. GARAGE DOOR GALV. STL. VERT, TRACK BY MANF. FASTENED TO �TRACK BRACKETS W/ 1/4"-200/2' CARRIAGE BOLTS & LOCK NUTS GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16'x1-1/4- LAG SCREWS 20 P.T. ATTACHED TO )AW. S METHOD OF COLUMN W/ 5/8' WEDGE ITTACHMENT SHALL ANCHORS 0 2'-0. 0/C VERT v EV AIL WEN Msm nucED (6" MAX. FROM ENDS) AND 20 FROM INSIDE EDGE OF 2X6 JAMB DETAIL (GARAGE DOOR) IF GARAGE DOORVERTICAL REINFORCEMENT REQUIRED, ADD (1) } A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, 4' MIN. EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) 14'-8" T.O.B.B. 10'-8" T.O.B.B. 9'-4" T.O.B.B. ICI ICI IN I -I ICI ICI Im Im ICI ICI ICI Ini I00I InI I i ICI i ICI ICI 101 IN ICI W_0 W_ .� I�II�II�II�II�II�II�II�I ��� � ICI hI I■�I hI !®I h! ICI hI �� � � • `= ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3116' TAPCON SCREWS 0 12 0/C. MIN. 1-1/4" EME PERIMETER SEALANT STUCCO FINISH CONC. OR MASONRY ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED COIL NAILS AT 12" 0/C. MAX, DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONC. OR MASONRY 1-1/2' CASE HARDENED COIL PERIMETER SEALANT P.T. BUCK RIPPED " NAILS AT 12" O/C. MAX: C. OR MASONRY CONC. OR MASONRY 1x6 P.T. BUCK SET iN TO WIDTH OF DOOR JAM TO SET IN SEALANT FASTEN SEALANT AND NAILED W/ 1/4' DIA, x 3-114' o 40'' W/1-1/2" CASE HARDENE TAPCONS 3" FROM E.E. ° . poEFCOIL NAILS AT 12" 0/C. OQo Q . , o AND 12" 0/C MAX. MAX, tP o WALL BOARD DOOR TRIM LKING 7AA111MINUMFRAME, FASTEN DRYWALL BOARD DOOR FRAME FASTEN TO BUCK V/ STRUCTURE THRU BUCK CAULKING 3fi6" TAPCON SCREWS 2 0/C. MIN. 1-1/4" EMB D DOOR FRAME SCREWWSG0--0?0/C FASTEN TO BUCK W/IMETER DOOR TRIM SEALANT STUCCO FINISH (2) 3/16"x2-1/2" TAPCON SCREWS 0 2-0„ 0/C , PERIMETER SEALANT DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET ALUMINUM FRAME OOR FRAME FASTEN IN BED OF CAULK & FASTENED TO SILL W/; D SECURE FRAME TO SILL TO BUCK W/(2) 3/16"x #8 x 1 1/2 SCREWS WITH SILICONE 2-1/2" TAPCON 0 18" O/C CAULKING SCREWS 0 2'-0" O/C PERIMETER SEALANT FLOOR COVERING FLOOR COVERING PRECAST OR POURED SILL W/ 1 #5 BAR GROUT BED CONC. FLOOR SLAB PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT sTucco FINISH WINDOW SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) SILL DETAIL (DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 L . NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. E CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & lx PRESSURE TREATED LUMBE THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN, w a 8 J �Q m CL w LLj J LL LL Z W ��3 U Z 0 z Q g Z Oa L cl Ln co � g 9 T Eo C)�cm 2ai I0am� � �, n 242 co $ c 5 w�E Q6' Lu o E +� cu cu _ w V C) V) >T d Q V' c` ]G z co n ST. LUCIE COUNTY BOCC OF w F t fi Z C O U w O Q 0 � � 1/4" = 1'-0" U.N.O. SECTIONS ELEVATIONS - A,-4 �k �L N hA 6 >µ ( �I ENG AND APPROVED WOOD TRUSSES SEE TYP. WALL SEC77ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS z SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICAi7ONS 1,. SEE PLAN AilN 4'-0" MA ;. CONT. MASONRY BOND BEAM CONT POUR STOP 8" CMU WALL 1 A5 CONNECTION DETAIL (i6) WS3 TO G.T. s e e SIMPSON KECCQ44 e s OR APPROVED EQUAL 71051 UPLIFT MAX. (14) WSJ TO WD. POST WOOD POST SEE FRAMING PLAN (14) i14' x 2-1/2" SDS THROUGH POST "SIMPSON HDU5" HOLD DOWN OR APPROVED EQUAL 5645/ UPLIFT MAX. (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. NOTE MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/0 SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# a5 CONNECTION DETAIL USP KCCQ44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS �.. 56801 MAX. WOOD POST SEE FRAMING PLAN (6) 1142-i12' LG. SDS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 5645{ MAX. (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. FASTENERS ALLOWABLE LOADS SIMPSON MODELCMU N0. CONCRETE UPLIFT GRAVITY HU28 6-1/4"x2-3/4" 6-1/4"xi-3/4" 575 LBS. 2400 TITEN TiTEN HU210 8-1/4"x2-3/4" 8-1/4"xl-3/4" 575 LBS 2400 TITEN ITEN 5OONNECTION DETAIL 4CONNECTION DETAIL A5 CONNECTION DETAIL NAIL SILL PLATE THROUGH PRE-ENG WD. TRUSSES 0 24" 0/C TO CROSS BLOCK W/2-16d NAILS ® (SEE CONNECTION SCHEDULE) AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" O/C W/ 19/32' EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE-ENG WOOD TRUSSES SEE TYP. WALL SEC77ONS 19/32' EXT. GRADE PLYWD. NAILED ACTUAL HEEL AND 0 6' 0/C AT PANEL EDGES & 12" 0/C OVERHANG CONDITIONS FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VER71CAL NAILED TO ROOF TRUSS W/ .Ln I (J)70d NAILS, NOTCHED AND TOENAILED W/ PLAN LAN I (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)1/2"x6" PCS. EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH SHOT TO TIE BEAM OR BOND BEAM I WALL W/ 3" PINS 0 12' 0/C (1 i%4' EMBED) 5/8" WEDGE ANCHORS 0 24" 0/C 1#/3"07xlj4' STEEL WASHERS BOX -OUT DETAIL EMBED l4 MIN. ) A5 SCALE 4 = 1-0 2x4 CROSS BLOCK 0 24" 1/2" 3/8" O/C TYP. TOE NAIL EA. END W/(3) i6d 1/2" DRYWALL OVER NAILS TYPICAL FURRING TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-i6d NAILS EA. STUD ti A5 CONNECTION DETAIL EXTRA LAYER OFi/2" ALLOWABLE LOAD 1061 1/7RUSS UPLIFT DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING 10 APPLIED TO SHEATHING 19/32 PLYWOOD ARCH ? 17 SECTION VIEW 8 A5 CONNECTION DETAIL SECTION CONT. 24 P.T. BUCK FASTENED TO LINTELS W/ 1/4"0" I.G. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HIL11 ONi-62-PB 0 8' O/C MAX: 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH -2X4 PT BLOCKS ALONG ARCH NAIL TO PLYW'D. EACH END W/(3) 10d x 1-1/2' COIL NAILS "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 1413 584 581 170 8F24/181T 2 4'-6" 10000 250 6849 100 8F40/181T 3 3'-6. 10000 250 7428 100 8F16/1B1T 4 4'-0' 8859 270 5572 100 8F16/lBlT 5 4'-0" 8859 270 5572 100 8F16/1131T 6 3'-6- 10000 250 7428 100 8F16/181T 7 10'-6" 1664 1172 8" 307 8F16/1B1T 8 13'-4" 3250 810 1178 206 BF32 iBiT 9 17'-4" 856 250 374 100 8F16/1B1T 10 5'-4" 5809 250 3057 1 100 8F16/1BiT 11 3'-6" 10000 250 7428 100 8F16 iB1T 12 4'-0' 8859 270 5572 100 8F18/1B1T 13 4'-0' 8859 250 5572 100 8F16/1131T 14 7'-6" 2882 977 1548 323 BF16/i8iT 15 5'-10" 1002 0 722 0 8RF6/1B1T 16 5'-10" 10000 976 5480 266 8F44/1Ell T 17 7'-6" 7857 876 5480 250 BF32/1B1T 18 3'-6. 10000 1 295 1 9578 113 8F72/iB1T 19 7'-6" 7857 250 1 3323 100 8F32/iB1T A5 I:1 RUN 24"IP/C IED1fYP11 0 m 0 II (I xol - I 0 c mI p—Ar!- 22"x54" PULL ON STAIR W/SW. LT NMI IL Q — W I 1 2 A A5 0 O O O PROJECT LOG ISSUED FOR START 10-02-19 ISSUED FOR PERMIT 11-19-19 Lu m M 0 m S J a J y a Lu z LL a LL w � Z 0 0 3 — m � z Z 0 0 I I f h oILL- z _ OV REVIEWED FOR 0 w CODE COMPLIAINIC o p U ST. LU IE COUNTY occ Ui 1/4" = l'-O" U.N.O. FRAMING PLAN r " T...a; A- 5 l �M-W =102 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE i ZONE 2 ZONE 3 LOCATION PANEL GRADE PANEL THICKNESS FRAMING SPACING REMARKS BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. ROOF APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 19 32' 24' 0/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" O C 8d RING- SHANK 6' O C 8d RING- SHANK 6" O C 8d RING- SHANK 6' 0 C Bd RING- SHANK 4" O/C 8d RWG- SHANK 4" 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RAZING 40120 19/32 16" 0/ MAX Bd RING- SHANK 4' 0 C 8d RING- SHANK 4' O C 8d RING- SHANK 6' O C NAIL CORNER STUDS AT 4" 0/C MAX. TYPICAL BLOCK FREE EDGES WT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 32116 15/32 16" 0/C MAX. 8d RING- SHANK 6' O C 8d RING- SHANK 6' O/C 8d RING- SHANK 12" 0 C BLOCK FREE EDGES '4 > ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 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 TRUSS CONNECTOR SCHEDULE FASTENERS PER STI AP 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 1-12" - 990 # 1980 1 335 1 6701 245 111 490 TC-2 TA14 7 10d x 1-1 2" - 1205 # 2410 335 f 670 1 245 490 TC-3 HTWM16 8 fod x 1-f 4 1 4' x f-3 4' WAR 1225 1 - 1225 - 1225 - TC-4 IHTA16 9 10d x 1-1 2" 1 - 1870 # 10 j 1310 270 1215 TC-5 HTW20 20 1Od x 1-1 " 24 IOd x 1-12' 1530 1 - - - 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. °: EDGE STRIP DEFINED AS THE LESSER O�F��1109 1 OF LEST HORIZONTAL JWfNSIO LESSB7FIAN % OF OR 40 OF HEIGHT H LEAST HORIZONTAL DIMENSION OF BUILDING AND----_---F_ AT LEAST 3 FT. 7---° --- ---- ��� 1 14 I---------------'-- I —1--- i NOTE: SEE DIAPHRAGM 2 I i /i r 2 \1 SCHEDULE FOR ROOF ZONE NAILING REQUIREMENTS ROOF ZONE DIAGRAM USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 41. I I TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD i � I (2) SIMPSON H10 CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2d CATS 0 24" O/C BETWEEN TRUSS RUN I I PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL 46 Tnbar min. TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER APPROVED TRUSS ANCHOR BY BUILDER ALL WALLS SHOWN ON THIS LAYOUT SQUARE CUT OVERHANG ARE TO BE LOAD BEARING 9'-4» 6 10`-8" 11'-4" c BRG. p0p0p 2'-0r rrF' 14'-8" TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END DETAIL' J INDICATES LEFT END OF TRUSS HANGERS TO BE USED (Simpson) or , (Usp) (QA HUS26 Q HUS26 Q HGUS26-2 UC THDH26-2 QD HGUS28-2 QD THDH28-2 Q HHUS46 Q THD46 QL LUS24 ©JUS24 1190 LBS. MAX. TC-2 1; 3 PROJECT LOG ISSUED FOR START 1 ISSUED FOR PERMIT 1 T. S LLJ � J m 0 r w J LLI g LL ti w J J W z Z z 0 C 2 J M y p Z a c 0 0 0 a + � ca 0 m of m�N� fu n c c +� � O o� c j cu 2 'y = £ c O �p c a'oo m = c vvx C Sv '°o. w LO o aci +� c Ln o °' c �o a� +� g C' v o cm cv O O O Lj —) a� 10 D � Z CD � a LL pr 0 0 0 O 0 11 J J ILu Ln = 1'-O" U.N.O. TRUSS PLAN A-6 k PROJECT LOG ISSUED FOR START 10-02-19 ISSUED FOR PERMIT 11.19.19 BLDR. REV. 01-30-20 STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES — RAT RUNS PER TRUSS MAN'F. (MAX. B' O.C) 5'-0" �'! b D.P.= +34.8 PSF I. O -37.8 PSF PROVIDE CEMENTITOUS D.P.= +33.9 PSF D.P. +33.9 PSF FINISH PRIOR TO O -36.8 PSF O -36.8 PSF METER INSTALL cov. PATIQ 12 6 PRE ENGINEERED WD. TRUSSES F— @ 24" 0/C TYPICAL —�31 KITCHEN BEYOND WEATHER STRIPPING BY DOOR MANF. GARAGE DOOR GALV. STL. VERT, TRACK BY MANF. FASTENED TO TYPICAL INSTALLATION TRACK BRACKETS W/ 1/4°-20xi/2" CARRIAGE WINDOW ASSEMBLY *CONTRACTOR TO APPLY TO ALL SIDES BOLTS & LOCK NUTS OF MASONRY OPENING INCLVING HEADER GAL V. STL. TRACK AND JAMBS PER FBC 2017 03.4 BRACKETS FASTENED FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE CONCRETE TO WOOD Y WINDOW MANUFACTURER CAULK FLASHING WATER PROOF PRODUCT TO � 3/ 16k1-1 144'L LAGC SCREWS MARBLE SILL MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF. SPECS 2x8 P.T. ATTACHED TO MANU.'S METHOD OF COLUMN W/ 5 0 WEDGE CAULK SEAM AT ATTACHMENT SHALL ANCHORS VD .•� . a, WINDOW INSTALLATIO MORTAR OR:.. PREVAIL WHEN SUBMITTED FROM E S) W COMPLETE INSTRUCTI�7S (6 MAX. FROM ENDS) AND • cRouT 2 FROM INSIDE EDGE OF 2X8 .. � JAMB DETAIL (GARAGE DOOR) sETsILL.IN FULL IF GARAGE DOOR VERTICAL REINFORCEMENT DRYWALL. • ' -d, ° ,a MORTAR BED AND HEAD JOINT REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE STUCCO gR � BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, P • ' DECORATIVE 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE e j /CEMENTITIOUS COATING BRACKET. 3/4" FURRING TO 4 w '• �r' MASONRY WALL 8" C.M.U. d. • ,: PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 14'-B" T.O.B.B. it'-4" T.O.B.B. 9'-4" T.O.B.B. OL D +34.8 PSF -46.6 PSF I I 0'-0" FIN. FL. SLA RIGHT ELEVATION - MISSION STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) 10'-8" T.O.B.B. 9'-4" T.O.B.B, I��I ICI ICm ICI I��I ICI ICI ICI ICI ICI INI ICI ICI �= A W a QM V1 C WLU v' V D LL w J O W Z J z c S Q a Z La 0 c� C A � N G O p N L •L.r C cu p C ca N t S } O 7� (J �i c cn CD m L CU w �p w a o m fa o (1) aEi o `—° m: Lu E o 4d g d p 2 o c " p r. t� z w `o ML RECETVED 0'-0" FIN, FL._SLAB T..LuCie LounLY, wermitLin A -A SECTION 1x2 MIN. P.T. BUCK SET IN CONC OR MASONRY SEALANT AND NAILED W/ STUCCO FINISH �� 1-1/2" CASE HARDENED COIL PERIMETER SEALANT NAILS AT 12" O/C. MAX. CONC. OR MASONRY 2x6 P T BUCK RIPPED L C 0 py TO WIDTH OF DOOR JAM C. OR MASONRY 1x6 P.T. BUCK SET IN SET IN SEALANT FASTEN SEALANT AND NAILED W/ 1/4" DIA. x 3-1/4" o .:Jo' A?p .° Oo W/1-1/2"CASE HARDENE TAPCONS 3" FROM E.E. ),+�j T COIL NAILS AT 12" O/C. dOo o AND 12" O/C MAX. /Lj MAX. ° o° 'o (/ DRYWALL BOARD DOOR TRIM FO ARAVE, FASTEN4ULKDRYWALL BOARD DOORFRAME R ' YY pL�A C �TO STRUCTURE THRU BUCK - CAULKING FASTEN TO BUCK W/ o E C iM 0f W/ O/ . MIN. 1 SCREWS BOOR FRAME SCREEWWSG® 2'-0?D/C s"[ OJ �6 �U V ® 12 0/C. MIN. 1-1/4 EMB D FASTEN TO BUCK W/ ERIMETER SEALANT (2) 3/16"x2-1/2" TAPCON DOOR TRIM p ;,1 i me 1 LIN ®I STUCCO FINISH U SCREWS ® 2'-0" O/C PERIMETER SEALANT LJ STUCCO FINISH HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) O WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) Z ALUMINUM FRAME, FASTEN O TO STRUCTURE THRU BUCK DOOR THRESHOLD SET W/ 3/16" TAPCON SCREWS ALUMINUM FRAME DOOR FRAME FASTEN IN BED OF CAULK & Q V 0 12 0/C. MIN. 1-1/4" EMBED r SECURE FRAME TO SILL TO BUCK W/(2) 3/16"x FASTENED TO SILL W/ Q W `L/ WITH SILICONE 2-1/2" TAPCON #8 x6101/2 SCREWS7 O U PERIMETER SEALANT CAULKING SCREWS 0 2'-0" O/C STUCCO FINISH PERIMETER SEALANT p k—CONC. OR MASONRY ( FLOOR COVERING FLOOR COVERING ix2 MIN. P.T. BUCK SET IN p c SEALANT AND NAILED ,0 06. � 0 O H M .VQO Qtl QO ° J L V/ W 1-1 2" CASE HARDENED o` 0 ° %.0 O 'tl _ / / ° 0 0 1/4 - 1 0" U.N.O. COIL NAILS AT 12" 0/C. QO0 $• tl ' ° MAX, PRECAST OR POURED SECTIONS SILL W/ 1 #5 BAR GROUT BED CONC. FLOOR SLAB DRYWALL BOARD PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT; CAULKING ELEVATIONS JAMB DETAIL WINDOW SILL DETAIL WINDOW sTucco FINISH �` (WINDOW) (WINDOW) SILL DETAIL (S.G.D.) SILL DETAIL (DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 - = A-4 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.mw 102 ENG. AND APPROVED WOOD TRUSSS SEE TYP, WALL SEC71ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS t SS CONNECTOR SCHEDULE ONNECTOR BASED ON LOADS N FRAMING PLANS PER. MFR. SPECIFICA71ONS SEE PLAN.SONRY BOND BEAM UR STOP WALL 1 A5 ' CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOO ROOF TRUSS • 24" 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONIC. TIE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5- MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# 4CONNECTION DETAIL FASTENERS ALLOWABLE LOADS SIMPSON MODEL N0. CMU CONCRETE UPLIFT GRAVITY HU28 6-1/4"x2-3/4" 6-1/4"xi-3/4" 575 LBS. 2400 TITEN TITEN HU210 8-1/4"x2-3/4- 8-1/4"x1-3/4" 575 LBS. 2400 TITEN T1TEN 5CONNECTION DETAIL (i6) WSJ TO G.T. USP KCCQ44 OR SIMPSON CCQ449d92.5 ° s ° SIMPSON KECC044 .. FASTEN PER MANE SPECS e s OR APPROVED EQUAL :•• 5680 MAX. 7105# UPLIFT MAX. (14) 03 TO WD. POST WOOD POST WOOD POST SEE FRAMING PLAN SEE FRAMING PLAN (14) 1/4" x 2-1/2" SOS THROUGH POST (6) 1147x2-i12- LG. • SOS SCREWS TO POST °SIMPSON HODS" HOLD DOWN SIMPSON HDU5 o,- OR APPROVED EQUAL HOLD DOWN 5645j MAX. ' • 5645/ UPLIFT MAX. • (1) 5/8" DIAL (i) 5/8" DIAL WEDGE ANCHOR WEDGE ANCHOR 4" MIN. EMBED. A 4" MIN: EMBED. I i ae: a5 CONNECTION DETAIL A5 CONNECTION DETAIL 12 NAIL SILL PLATE THROUGH PRE-ENG WD. TRUSSES 0 24. 0/C TO CROSS BLOCK W/2-16d NAILS (SEE CONNEC71ON SCHEDULE) AT EACH TRUSS IS FRAME KNEE WALL 2x4 STUDS 0 24" 0/C W/ 19/32- EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTIONS 19/32" EXT. GRADE PLYWD. NAILED ACTUAL HEEL AND 0 6. 0/C AT PANEL EDGES & 12. O/C OVERHANG CONDITIONS FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VER71CAL NAILED TO ROOF TRUSS W/ I(� .L : (J)10d NAILS, NOTCHED AND TOENAILED W/ PLAN I (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)1/2"x6" PCSr EXTERIOR PLYWOOD TE BEAM OR BOND BEAM CUT TO CONTOUR 0 ARCH, SHOT TO WALL W/ 3" PINS 0 12" 0/CI(1 1/4° EMBED) 5//6w WEDGE ANCHORS 0 24. 0/C WASHERS AS BOX -OUT DETAIL EMBED (4�4MINTEEL SCALE: 1 4 = 1-0 2x4 CROSS BLOCK 0 24" 1/2" 3/8" O/C TYP. TOE NAIL EA. END W/(3) i6d 1/2" DRYWALL OVER } NAILS TYPICAL FURRING Y� TYPICAL TRUSS OONT. 20 RIBDON W/ 3-16dNAILS ti � b CONNECTION DETAIL EXTRA LAYER OFI/2" A5 ALLOWABLE LOAD 1061 I/TRUSS UPLIFT DRYWALL SURRONDING FRAME ARCH i TYPICAL FURRING I APPLIED TO SHEATHING i 19/32 PLYWOOD ARCH SECTION VIEW 8 > ROOF SHEATHING NAIL PER SCHEDULE > CONT. FASCIA BOARD (SEE WALL SECTION) NAIL > TO LADDER W/ 16d 0 8" O/C (3) 16D TYP. 2x4 LADDER FOR O.H. 0 12" 0/C > 16" MAX. CONT. 20 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS 0 8" O/C MAX. > 2x4 DIAGONAL BRACE RESTRAINT 0 4'-O" O/C > ((2)) 10d TYP. > Ea. TRUSS WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO SLEEPER W/ 16d NAILS REINFORCE VERiiCAL MEMBERS 0 4- O/C TYPICAL./ > OF GABLE END TRUSS W/2x4 CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI T-BRACE AT EA. VERT. XDNI 2-5/8" LG. • 6" O/C > NAIL w/16d NAILS 0 8" 0/C USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS > PLAN WE W 0 EA. TRUSS VERT. WEB (24" O/C) AT T-BRACE > CONT. CONC, OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE 4CONNECTION DETAIL 2x4 LATERAL BRACING ®4'-0" 0/C Y 9'-4" T.O.B.B. 10 I I I I I I I I I I I I I L---------- J 0 SECTION CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/470" LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HiL77 DNI-62-PO • 8. 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) i6d NAILS. EDGE OF MASONRY OPENING 1 19/32 EXTERIOR SHEATHING �A: W/PAPERBACKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWO. EACH END 611% 10d'x 1-i12" COIL NAILS "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION. 1 17'-4" 1413 584 581 170 8F24/1B1T 2 4'-6" 10000 250 6849 100 8F40/1B1T 3 S-6" 10000 250 7428 100 81F16/181T 4 4'-0- 8859 270 5572 100 8F16/1BiT 5 4'-0' 8859 270 5572 100 8Fi6/181T 6 S-6- 10000 250 7428 100 BF16/181T 7 10'-6" 1664 1172 830 307 8F16/1B1T 8 13'4" 3250 810 1178 206 BF32 i91T 9 17'-4" 856 250 374 100 81`16/1131T 10 5'-4" 5809 250 3057 100 8F16/191T 11 S-6" 10000 250 7428 1 100 81`16/113iT 12 4'-0. 8859 270 5572 100 BF16/181T 13 4'-0- 8859 250 5572 100 81`16/1131T 14 7'-6- 2882 977 1548 323 06/1BiT 15 5'-10" 1002 0 722 0 8RF8 1B1T 16 5'-101 10000 976 5480 266 8F44/1B1T 17 7'-6- 7857 876 5480 250 8F32 1B17 18 S-6- 10000 295 9578 113 8F72/181T 19 7'-6- 7857 250 3323 100 BF32/1B1T VNE-1MN-1 • I 19 A5 9 A5 _I I I I A A4 A5 IN mm - m mro o0 O p C Y � m A5 � I I I I I I J ri PULL ON STAIR W/SW. LT. a O O A5 PROJECT LOG ISSUED FOR START 10-02.19 ISSUED FOR PERMIT 11-19.19 BLDR. REV. 01-30.20 a m 0 L LL W � J w_ z 0 Z ? O 3 `°� w J Q Z c 0 Qa ca N � o co of =mow a clCL a� o +� p&6a� d S a) cu o `o = w a o ,� �Y'—" gbm %. v a v w co oC9 vv-a-0 a 0 f'3 o m c E Eo o O L =3 aj a) _ >ET 0 u O C p C q C7 cn E �' Y m p $ c z � ) v z CC J 0 0 O Lu O o U Q J ® ® p I 1All -1'0" LINO I � - I 1 FRAMING O A5 PLAN 5 -4" TO.B.B. - A-5 3 11' " T.O.BB. - - — �5 M 102 PROJECT LOG ISSUED FOR START 10-02-19 ISSUED FOR PERMIT 11.19.19 ELECTRICAL SYMBOLS DUPLEX RECEPTACLE $ SWITCH n TELEVISION JACK e NEST ® RECESSED AT 12E A.FF. T SINGLE POLE T PRE WIRED �Q DESE ITECTOR EYEBALL Q� DUPLEX RECEPTACLE $ SWITCH 220 V. RECEPTACLE /, FLOODCURLIGHTS TY Fp &AME LATER Its AT BASE 13 THREE WAY AT 12" A.F.F. S0 SMOKE� g & DISC. ® DUPLEX RECEPTACLE SWITCH HVAC SMOKE CARBON BREAKER ij / ® a AT 8" ABV. COUNTER a FOUR WAY THERMOSTAT ® MONOXIDE DETECTOR PANEL O INTERCOM SWITCH (� EXHAUST DUPLEX RECEPTACLE $ SWITCH AT 60" A.F.F. DISCONNECT y FAN FLUSH IN FLOOR IR RHEOSTAT TELEPHONE OUTLET F L EXHAUST FAN Q� ® AT 12" A.F.F. PADDLE FAN O W/ LIGHT DUPLEX RECEPTACLE SWITCH W/ OR WO/ LIGHT Q�1cF1 GROUND FAULT a DIMMER FLUSH FL SH N FLORET LV DOOR Z DUPLEX RECEPTACLE SWITCH SPEAKER FIXTURE CLGT MNTED. VOLUME RELEASE II TOP REC. SWITCHED �K EYED ® IN C G. INCANDESCENT LIGHT CONTROLDUPLEX EPTACLE Y SPEAKER FIXTURE CEILING UNTIED. QUADRUPLEX WP WATERPROOFKEYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE FIXTURE WALL. MNTED. (I r DUPLEX RECEPTACLE �j JUNCTION SPEAKER TR LOW VOLTAGE PC UNDER COUNTER BOX HOME RUN ®: HI HAT TRANSFORMER QLG, MOUNTED O INTERCOM ® DOOR ♦ CATS vp HI HAT FB FAN BOX T STATION T CHIME t HOME RUN VAPOR PROOF IN CL& ELEC. PANEL "A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 2 AHU HEAT STRIP 2 60 6 0 9.6 2 A/C COMPRESSOR 2 40 6 0 0 2 ELECTRIC COOKTOP 2 50 6 10.0 0 2 DEL. WALL OVEN 2 50 6 10.0 0 2 DRYER 2 1 30 10 5.0 0 2 WATER HEATER 2 1 30 10 4.5 0 1 LAUNDRY 1 1 20 1 12 1 1.5 0 1 MICROWAVE 1 1 20 1 12 1 1.5 0 1 DISHWASHER/DISPOSAL 1 20 1 12 1 1.2 0 1 REFRIGERATOR 1 20 12 1 1.2 0 3 SMALL. APPLIANCE 1 20 12 1 4.5 0 1 BATH OR 1 20 12 1 1.5 0 14 GEN. LIGHTING 1 15 14 1 7.3 0 l 4tl.1 5.a I 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 15.28 A/C LOAD AT 65% = 6.24 TOTAL = 31.52 x 1000/240 = 131.3 AMPS 200 AMP SERVICE M "A" PANEL 200 A ALL VANITY LIGHTS TO BE 100" A,F,F NOTE: ALL EDGE OF SNATCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BIRK SMOKE-91208 I0/0—SC91209 KIDOE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTAiLE AND LIGHTING OUTLETS INCLUDIN SMOKE DETECTORS PER 2017 NEC 210-12 (B). 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 Hanes 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. (1) SETS OF(3)#4/0 AWG. THIN 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 10'—O' LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2503 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7509 / 14 (GEN.LTG.CIR.) = 536.4 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC, CALCS. ONLY. *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE ?ECORA - ALL SWITCHES TO BE IDECORA ;z 1 �., �.''a kt, �.1 � ' a, A O E COMPLIANCE T, LUCIE COUNTY ROCC W d 0 o LU h J � xk J Wa LU N z ' m LL � J (� W Z ? co w J r Z N r a `••bOOyYYYl111 <'.... S Z € 0 a 0 w a 0 U_ 0 0 r CD rj rW-i U QJ �J LU XL (n 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN E-1 F - - MASTER SUITE I 1®x1®x8 198 CFM x 9"o r, 0 N�3 8x8x5 MASTER 70 CFM BATH e"0 50 CFM O EXHAUST 12"x12" R.A.C. W/ 8" o FLEX 1®x10x7 146 CFM DEN GHO HIDE M VV-102 2626 CONIFER OR FORT PIERCE, FL 34951 COVERED LANAI GREAT ROOM 12x12x9 232 CFM 9"0 T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN 12" 0 COVERED ENTRY DO NOT SCALE PLANS a r, NOOK 1®xtQx7 125 CFM Sx8x3 '81 CFM 4-TON 4-TAN O ax8x4 29 CFM I TH 3 BEDROOM 3 P 10"O BEDROOM 2 1DxSDx7 J 130 CFM FLE 0 BATH 250 lx8x5FM EXh 53 C O 22 x54" PULL DN STAIRl W1 L% 2 CAR GARAGE 9 AIR CONDITIONED VOLUME - 23277.9 CF DO NOT SCALE DRAWING ArEVIEWED FOR ,,ODE COMPLIANCE Tn LUCIE COUNTY ROCC PRO] ISSUED FOR STA ISSUED FOR PER .OG 10-02.19 11 _1o_18 Lu n; W p• W 2 LL J A LL LL W J J W z y J Z J a� � v o Z € Oa 0 v, O C f U') w ac o Oan ,n n'— N c O °U � m cu ca_� o 'n-0 Ln Y 7@ •Qi o Fo Fa E +� a=i �_ +� CM cn oE a�i o i E E�'' a iw= C 7 N C V r Cl cn °' E +4 Y aj H 79 � (.3b O w a-0 = N (D z N 'G _0 a ml o z Z 0 O O O C:) w Q J ~ Oo LL t! 1/4" = V-0" U.N.O. MECHANICAL PLAN M-1 x r � `� r=ILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ALL 'WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4„ 10'-8» 11'-4" 00 Opp 14'-8" TRUSS BLEARING HEIGHT SCHEDULE J INDICATES LEFT END OF TRUSS !01 AVFNUVtU IKUbb ANUIIUK by bUILUtK SQUARE CUT OVERHANG r ` BRG. 2, _0„ I TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) (D HUS26 (D HUS2'6 ©HGUS26-2 © THDH'26-2 QD HGUS28-2 QD THDH28-2 QH HHUS46 0 THD46 © LUS24 © JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN I 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' TITLEK DATE RECEIVES All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. FFR 1 %� Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER. TRUSSES w/o AUTHORIZAT10N FROM THIS OFFICE 57. Lucie County, Permitting Labeling trusses is a service, not o requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSEAUTY OF TRUSS DESIGNER PLATE MANUFACTURFR, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEER PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO. PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING wain! MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE'BCSI—Bt Summary Sheet COMMENTARY' and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES- (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE . ( TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E-.4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �J F —I HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope)/ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocty 4 Imp. Factor : 1.00 Wmd Load Duration Factor : 1.60 Mean Roof Height 1 Brian M Beady Struct Eng /76051 2590 N. Kings Highway Fad Pierce, FL 34951 (772) 464-4160 s Trusses shown om this I ut re a component part of the building and show truss; Iocati Proper erection, temporary and permanent bracing design re the responsibility of the building �+n����7 �pTT�c (772) 464-4160 designer or his engineer . Lateral bracing shown on the Individual SOU 111J'.i�i� RUBS truss drawings must be placed during the erection procedure.,egCOMPANIES, INC. ,nn .,n nnnn 2590 N. Kings Highway Fort Pierce, FL 34951 BLK. `GHQ HOMES ,onifer — Meadowood Renton Jem — Mission sr.,n WE Wiwl eM iiria Niinfu 1/4"=1'-0" 01/30/20vt-to 1 rmta-jBl-inWa6 J'