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HomeMy WebLinkAboutBuilding Plansa 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 COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2D17 ABBREVIATIONS THESE PLANS WERE PREPARED USING THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION ABV ABOVEEXT. EXTERIOR M.C. MEDICINE E CABINET SMS SHEET METAL SCREWS AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD STL STEEL B.F. BI FOLD FIR FRENCH DOOR MAX. MAXIMUM SW SNITCH B.P. BI PASS FIN. FINISHED MFR. MANUFACTURER TEMP. TEMPERED BLK. BLOCK FL FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT BLW BELOW G.T. GIRDER TRUSS MIN. MINIMUM T.O. THROUGH OUT BRG. BEARING GA. GAUGE M.O. MASONRY OPENING. T.O.B.B. TOP OF MASONRY BOND BEAM BIM. BOTTOM GALV. GALVANIZED MONO. MONOLITHIC T.O.PL. TOP OF WOOD PLATE CLG CEILING GFl GROUND FAULT INTERRUPT MTL METAL LO.LB. TOP OF TIE BEAM CMU CONCRETE MASONRY UNITS GL GLASS O.H.D. OVER HEAD DOOR TYP. TYPICAL COL COLUMN GWB GYPSUM WALLBOARD O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES CSMT. CASEMENT HGT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD DBL DOUBLE HPS. HOOPS P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED W/ WITH DISP. DISPOSAL HS HORIZONTAL SLIDING PART'N. PARTITION WC WATER CLOSET DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WD. WOOD DR. DOOR INS. INSULATION PLYING. PLYWOOD DW DISH WASHER INT. INTERIOR R.O. ROUGH OPENING E.E. EACH END US. LONG S.C. SOLD CORE ELEC. ELECTRICAL UN. LINEN S.G.D. SUDING GLASS DOOR ELEV. ELEVATION LT. LIGHT SF SQUARE FOOT E.S. EACH SIDE L.T. LAUNDRY TUB SH SINGLE HUNG ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING. DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. 'FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R72 9100 OHD 16080 WAYNE DALTON N/A W/ 1-1 /4" WASTER & 2-3/4" MIN. EMBED. D.P= +29.3 PSF +39.2 PSF -43.7 PSF 2-3 4" MIN. EDGE DISTANCE. 6' FROM END -34.0 PSF B FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPOONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.9 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.9 PSF C FL-20468.11 SGL LITE 3080 THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +32.2 PSF +50.0 PSF -50.0 PSF DR W/ SIDELITE 6" & 14- 0/0 MAX. SPACING. -35.1 PSF D FL 15349.5 4624 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16" TAPOONS W/ 1-1/4" MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -37.8 PSF E FL 17499.1 (2) SH 26 MI WINDOWS & 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 -34.9 PSF F R 15349.5 3020 TRANSOM MI WMWDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -37.8 PSF G FL 15349.5 3020 TRANSOM MI WINDOWS & DRS SCL IMPACT 3/16- TAPOONS W/ 1-1/4" MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -37.8 PSF H FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16- TAPODNS W/ 1-1/4" MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF O 10- O/C MAX. SPACING & 2" FROM EDGE -37.8 PSF I FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT - 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.=: +33.2 PSF +55. PSF -55.0 PSF 010' O/C MAX. SPACING & 2" FROM EDGE -36.2 PSF J FL 22401.3 12080 SGD MI WINDOWS & DRS SGL IMPACT ,3/16" TAPOONS W/ 1-1/4" MIN EMBED D.P.= +29.7 PSF +55.0 PSi -+55.0 PSF 0 12' O/C MAX. SPACING -32.6 PSF K FL 17499.1 (2) SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.5 PSF +55.0 PSF -55.0 PSF O 10" O/C MAX. SPACING & 2' FROM EDGE -34.5 PSF L FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.-= +34.8 PSF +55.0 PSF -55.0 PSF 0IV O/C MAX. SPACING & 2" FROM EDGE -46.6 PSF M FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.9 PS +55.0 PSF -55.0 PS 010" O/C MAX. SPACING & 2" FROM EDGE -36.8 PSF N FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16' TAPOONS W/ 1-1/4" MIN EMBED D.P.= +33.9 PSF +55.0 PSF -55.0 PSF 0 10- O/C MAX, SPACING & 2- FROM EDGE -36.8 PSF 0 FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +34.8 PSF +55.0. PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' FROM EDGE -37.8 PSF P FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 1 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0IV O/C MAX. SPACING & 2' FROM EDGE -36.9 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. 104-1/4" HORIZ. MI WINDOWS 1/4' WE 1-MIN EMBED L54.0 FL 15353.4 & DOORS FASTENERS JP TOP& BIM. (4) FASTENERS PER CUP 37.7 PSF PSF -54.0 PSF MAX. BY VERT, ROOFING NOA NO. 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING UNDERLAYMENT NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE .SIBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12' GRID, 6" O.C. AT A MIN. 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SPACED 0 EVERY HI RIB (4" 0/C) W/ 1-3/4' EMBED. N/A N/A PER NAIL. MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES k� 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST � LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS. OR 8'-0' O/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND I?I 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. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. GLASS 2. ALL GLAZING 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 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 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDEUGHTS, 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 DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4• REINFORCING ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. VERTICAL, 3. 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 11 AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE OFFICE FOR RENEW. TRUSS DESIGNERS. MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR. THE DESIGN. i B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4. N 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. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. ADJACENT CELL TO THE VERTICAL WALL REINFORCING ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OFTHEIR 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 PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ex THE MASONRY. 5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS ARCHITECT AND IN NO WAY RELIEVES THE THUS MANUFACTURER OF HIS RESPONSIBILITY TO 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONVICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. '3 TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS ff CONCERN. COLUMN SCHEDULE. 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS 7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT SHOWN ON PLANS. E VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO - CONTINUE UNINTERRUPTED. DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS BEAM SCHEDULE NOTES SELECTED BY BUILDER. HORIZONTAL6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK V)TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION. 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 5. GENERAL: 2 ALL BOND BEAMS (MARK 'BB') REINFORCING SHALL BE CONTINUOUS THROUGH BOND MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I:.530-05/ A.S.C.E BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER 4 7-10/T.M.S..402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE. CONCRETE OR OTHER COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). WORK.9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-OS/A.S.GE. 7-10/T.M.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 >j FOR MASONRY STRUCTURES AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. STAMPED BY THE TRUE MANUFACTURER. (UNLESS NOTED OTHERWISE) ) 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X17S UNLESS OTHERWISE UFT OVER a-O' HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, „i BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11, 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE N0. 2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 12W 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 3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2- UNFORMED DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 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 2x4 0 24" D.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG i 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. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4" 0 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS /C AS FOLLOWS; CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. OTHERWISE NOTED. CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11._ 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION 04. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 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 F 5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8 MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL r MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28' MAX.) AND ADD 2-15 BARS BOTTOM IF DROP EXCEEDS 8'. MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 1 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS1 REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF REQUESTED BY THE BUILDING OFFICIAL DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES 1-1/2° LONG AND .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE LAP 48 BAR DIA MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACE'S 'MANUAL OF STANDARD 'ANTS CHAPTER 28 OF THE FLORIDA BUILDING CODE. PRACTICE ORCED ETE STRUCTION AS CONCRETE REIEINFFORCING STEELFNSTITUTOUNLE S NOTED OTHERWISE. STEEL BY THE STEEI NOTES GARAGE NOTES 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(i). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, R1_OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT-,IESS 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 LESS THAN j" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. PROPOSED SINGLE FAMILY RESIDENCE BY: BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KS) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E7OXX. SHEET STEEL OR OTHER. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. n i' ___ 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT �. J� �r �, tj_. I"� LESS THAN 12.7 MM GYPSUM BOARD APPLIED TO THE GARAGE SIDE a LOAD SCHEDULE }" ( )-�.� I .f �4 LOCATION LK PEAS ARTN TOTAL GROUND FLOOR 4400 15.. 10 o 100 DRAWING INDEX SECOND FLOOR ROOF 30 18 0 48 C-1 COVER SHEET A-1 FOUNDATION PLAN ATTIC 20 10 0 30 A-2 FLOOR PLAN � A-3 ELEVATIONS ULITIMATE WIND SPEED = 160 m.p.h. A-4 SECTIONS BUILDING RISK CATEGORY = If A-3 STRUCTURAL PLAN a { ��I iI -"' � BUILDING DESIGN AS ENCLOSED A-8 TRUSS PLAN 3, ♦� '� ! �, �9 _ ` EXPOSURE = C E-1 ELECTRICAL PLAN DROOF ESIGN TAKEN ADFOORPWIND M-1 MECHANICAL PLAN LOT I - W-Tf-THIS STRUCTURE IS DESIGNED N ACCORDANCE SYMBOLSLEGEND 'I MEADOW G WITH CHAPTER 16 THE FLORIDAPRESSURES BUILDING CODE AND ASCE ]WIND DESIGN PRESSURES FOR EXTERIOR 1 REy'E Y' DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS CODE ^ ni' WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY # DETAIL 4 DWG 2 INTERIOR CODE V COPYRIGHT 2018 ACTORTHE S TOEOBTNNSIGN RTESTRESSURESBY E APPROPRIATE SALL ELEVATION ST. LVC rf"� DETAIL TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS Dwc. SCALE C# COLUMN LABEL Y ❑ \ \ N N N ❑ N SH 15 SH 25 SH 35 SH H35 2x P.T. Lu I F# SECTION FOOT NG LABEL DWG. SCALE rI� rL SHELF HEIGHT" ��� ASTNOTED NOTED DWc. SCALER rus�/�!/�!/1!//.LJ HEIGHTEAS �VNG SEE PLAN OR WOOD BUCK # INTERIOR ELEV. MASONRY CONSTRUCTION SHOWN TIP. SCALE TYPICAL M.O. 20 1/8' M.O. 38" M.O. 54 1/8' M.O. 27 IA- 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 ix, 2x, OR5/4BOARD 1x, 2x, OR 5/4 BOARD X99"H X99'H X99"H X 99' H X 99" H � GROUT FILLED CELL SEE P.T. WOOD BUCK P.T. WOOD BUCK EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB B- BEAM LABEL11\ FOUNDATION PLAN /.'_, 38" 70" 38" �`` ® # REVISION NON -BEARING FRAME ® CONSTRUCTION /JSH 35 _ EDGE OF SLAB N 6' \ NORTH ARROW CONSTRUCTION BEARING E COL J Kd (9) dip 4 s 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) ---ABREAKLINE 'Aw- V-- BEAM HEIGHT CHANGE - DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 5/4" BOARD. OR 1x6. u s Y s TYP. BAY WINDOW CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. 61J"LJ GRAPHIC SCALE _ - SALE: 1/6' - V-W 0 FIN. FL SLAB FLOOR`ELZVATION ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING A% REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES ' PROJECT LOG ISSUED FOR START 10-16.19 ISSUED FOR PERMIT 11-07-19 W ci W J # J w W a = Lj J Z Z Z J o y a z W O m LL LL a L Z 00 t a Q a✓ (n � o _ca W (o asZc c o O 61 CL _C O d s 2 c0 L 0 vi c +n C N p O Ed 9 fC0 f�6 p ++ N w a.., (n u E oQ ru W -2`J m L 0 > ~ O c c� O rn ++ p v1 c 2 Ln a Ng O C7 W a E; Q N Y 'o -E (n vw ~O 00 (a o -n C7 � a 4 Cw o oxg L.L.I cn L E �Lo O 0O _c V O 5 s c s CD F Q) N J � a LJ7 p CV x 16140 x 04 It �A I - Z IL O Lu en ?� Lu O 1 o J O W Z v) 1 /4" = 1'-n" I I N n COVER SHEET C-1 8" FIBERMESH OR FIBERMESH WELDED WIRE MESH OR W!W.M, s SEE FOUN. NOTES FOOTING REBAR 1-15 CONT OVER SEE FOOTING SCHED. 3" MIN. COVER 10 - 34 THICKENED EDGE #1 U ° t nnun COLUMN MATCHING DOWELS SC F' 48 BAR DIA. MIN. W/STD. HOOKS TYP. EXTERIOR CONT.MONOLITHIC 6E'fj' •��_, FOOTING MATCHING DOWELS FOR COLUMNS 48 BAR DIA. MIN. W/STD. HOOKS PAD REBAR EQ. EQ. SEE FOOLING SCHEDULE EDGE BARS ALWAYS SEE SCHED. REMAIN. SPACE OTHERS EQUALLY ° O ISOLATED PAD •I i��r '' -- 8 MATCHING DOWELS FOR COLUMNS 48 BAR DIA. FIBERMESH FIBERMESH OR MIN. W/STD. HOOKS OR W W M' WELDED WIRE PAD REBAR F0071NG REBAR MESH (SEE y SEE FOOTING SCHED. SEE FOOTING SCHED. SCHED. SCHEDULE) EDGE BARS ALWAYS OMIT CENTER BAR WHEN REMAIN. SPACE ONLY (2) REGO. I I 07HERS EQUALLY. 38 EXT. CONT. MONOLITHIC 'I 4 1 •—• , ,�'.- e '. 0 MASONRY WALL BEYOND PAVER RECESS CONIC. BRICK PAVER SET IN SAND SLOPE PER SURVEY _ •" 6 L a. SEE OTHER EQ. EQ. DETAILS FOR SEE SC EDULE F0077NG BEYOND 19 EXT. MONOLITHIC AT PAD WOOD POST, FIBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH PAD REBAR SEE F0071NG SCHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY. o a. x 171 •° , SEE SCHEDULE OIN . MONOLITHIC OVERHEAD GARAGE DOOR OHO RECESS FOOTING SEE SCHEDULE, " 20" DRIVEWAY /GARAGE INTERSECTION 48 BAR DIA. SPLICE 471 Y �' +. ., �..•( •r• �. '� Ili •r-.�•'+'. GIs+•-=i- E '� 8"x8" PRECAST .1 LINTEL. SEE LI TEL i, SHOP DINGS. `1. FILL COLUMNS ri. AND LINTEL SOLI W/ GROUT it 1 1.. 8"x8" FILLED CELLS W/ 115 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN 48 BAR DIA. SPLICE T 1 r.; SEE BEAM SCHEDULE 48 BAR DIA. SICE 1 FOR REINFORCI EMENT �'t • ME *' FILL COLUMNS SOLID 8"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE CONC. POURED FILLED TYP HOLLOW CELL W/ STL. PER PLAN MASONRY BLOCK RUNNING BOND I PER PLAN DOWELL & EPDXY (1) #5 VFOUNDATION REBAR INTO SLAB ® FILLED CELL LOCATION W/ 4" MIN. EMBED. INTO SLAB SLAB & ONOLITHIC _ONC. PER PLAN MISSED COLUMN STL. DETAIL FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIP71ON DETAIL NO. F-1 20" x 18' X CONT W/2 /5 CONT. EXTERIOR MONOLITHIC I F-2 20" x 18" X CONT. W/2 15 CONT. EXTERIOR MONOLITHIC ® RECESS 38 F-3 2'-6" x 2'4" x 12" W/3 #5 E.W. 8TM. PAD 0INTERIOR WOOD POST 6 F-4 4'-6" x 3'-0" x 12" W/4 #5 E W BTM. ISOLATED PAD 7 F-5 3'-6" x I -8" x 12" W/3 15 E.W. BTU. MONOL17HIC 0 PAD 19 F-6 2'-6" x 3'-O" x 12" W/3 #5 E.W. BTM. MONOLITHIC 0 PAD 19 7E_I 10" x DROP x CONT W/115 CONT. THICKENED EDGE AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIP77ON CONC BLK. W/ I FULLY GROUTED CELL W/1-15 VERT. 8x8 AT 6'-0' 0/C MAX. AND AT EVERY CORNER AND C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WIDE 8x16 CONIC. BLOCK W/2 FULLY GROUTED CELLS W/1-#5 VERT, EACH CELL C-2 BLOCK AS LOCATED ON PLANS IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-3 BLOCK GROUTED CELLS W/ 2-15 VERT. 4"X4" C-4 WOOD POST PROVIDE BASE AND CAP AS NOTED ON DETAILS L h10'-8' T.O.B.B. A o� e, rrr z °u -v 18'-0" 1 26'-4" 7'-10" 7'-104 8" 16'-0" 1'-4" 6'-8" 11 10'-8" T.O.B. 9'-4 T.O.B:: OSH C2 35 C2 HB O C2 I T-4" F6 6'-0" 6'-4" �� HEAD 6 8-b• • ®.� IN c° C2 I (2) E H 35 -1' 2" -6" 1'-8" 2-6" — — — — — — — — — STI P OU FTG. ®C L 8'-0 HEAD " F1 O oI I r---------------- T is 6" _ w < o $ 0D F1 O FORM SHOWER PAN9n 1 1/2" LARGER ON ALL Fl O n SIDES THAN ACTUAL x T C3 FINISHED N a 9-11 " 6'-5 1 2 1 f •. / HERE •p i C2 K N C3 _ -1 RECESS�R I L--------- HEAD 0A--0�\-- I • I F1 O io "' to 14'-41/2" N I I a L_J I I < I o F3 SUPPLY PLUMBING & ELEC. TO ISLAND UNDER ° C4 x SLAB r — 28'-2" is ,4FLR OUTLET J LF3SS COVER o I 21'-2' NOTE: ALL COLUMNS ARE Cl U.N.O. ° I ® I o0 2'- • 0'-0' FIN. FLOOR SLAB o p p ® G " I— — — — — — FORM SHOWER PAN LARGER ON ALL F1 p 1 1/2" N SIDES THAN ACTUAL FINISHED DIMS. — W-11" 10'-4" S-9" 2'-B" 1'-1 x � A3L 6' SHOWN HERE _ I o 0" 2'-3" I Mco 7'-6" T-4" I F1—� r--------- — _ 3080 DR W/ Ill r o 0 0 SIDEUTE & ° o ro TRANSOM ABV — — 4" ALL IBM F1 I F1 `n t�j�\ �y L-----I•---- NOTE: FORM GARAGE SIDE DEMISING WALL OI F1 •�' "' � � ® ®® " ER THAN ACTUAL I � (2) H 26 � \\ FINISHEDDIMS SHOWN HERE L------- — — — —-� HEAD 00 8'-0" 2'-41/2" - 1/2° \ Fff 2 S 26 as - STEP OUT L C2 — — FTC. 0 COI. \ \` I C2 F4 I 00 �c;to I\\\ MOD 1 °p oa 8" W X 5-)f D RECESS o LNE CH SE \\\\ O� FOR PAVERS (FOOTING L m m moo DEPTH MEASURED FROM \\ " BOTTOM OF RECESS) W/ \\ 6" W X 3/4" D RECESS o to BEHIND (SLOPED) SLOPE 2" I 0 I F1 I I I � I ELEC. PANIL ' EXTEND 5-1/ "DEEP RECESS 4" I PAST EDGE 01 OPENING, TYP. F2 I A FINISH DGE OF CONCRETE ® L---------------------J A4 AT RE C SS, TYP. o C2 Ow " ® ®� ®s o c SH 26 ® HEAD 8'-0" \3-N-7"S-8" 9'-4" T.O.8.8. " 11-4" T.O.B.B. 2-B . . . 2-3 2-3 2-8 - 9' 4 T.O.BB -4 T. 11' 0, 9'-4" S-11" 2,-8„ 6'-0- 2'-8" S-11" 7._2. 7._3. 9,-10" 7,_3. 13'-3" 11'-4" 11 24,_4„ 60'-0" p Is1Y7 Y� i9 N �. e Y m TOTAL U/A Z503 S.F. COVERED ENTRY 55 S.F. COVERED LANAI 168 S.F. GARAGE 661 S.F. TOTAL AREA 3,387 S.F. 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. (2) 110 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24- 0 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 ® 10 O/C CONC. FLOOR SLAB HILTI PINS .145" DIA x 1" LG. ® 16' 0/C W/ i" WASHERS 1 INTERIOR PARTITION A-2 3/4" = 1'-0" IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TOTAL AIR VOLUME CUBIC U VALUE SHGC FEET = 23277.9 IMPACT ,62 / .25 (2) 110 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING A CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- X4STUDS 0 16" 0/C) W/1 FULLLENGTHSTUDS LA R 24OF 1/2- TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12- 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB �- HILTI PINS .145' DIA x I" LG. 0 16- 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = IT R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. DRYER VENT DRYER VENT LOCATION FRONT VIEW FINISHED CEILING 2x WD BLOCKIN( EACH SIDE OF 6 FOR MOUNTING 2x MTL, STUDS TYP. FINISHED FLOOR FP. MEDICINE CABINET 6'-6" a 12° IN. AC CONC. PAD DETAIL N.T.S. GARAGE CEILING 2x4 STUDS GARAGE FLOOR ELECT. PANEL / CHASE TYP. WINDOW VERTICAL HEIGHT SEPARATION IS 8 A 10'-8" FT .O.B.B. A AP -. 18'-0" 26'-4° 7'-10" 7'-10" 16'-0" 1'-4" 6'-8" 10'-B" T.O.B. . 9'-4" T.O.B. . 35 HB I I ® O(SH EGRESS) •� •• ®�• --------------•• K 2 SH 35 eo aANEN— — — — — — — 9'-11' 6'-5 1 2" 1 1/ 13'-4' Z2'-4° PAVERS BAT n a • COVERE D NOOK _ °P 9'-4" CLG. I N ® MASTER I LANAI '-4" cL$ ®I I 4. -6 SUITE 10'-8° a . m 2sso I 1'-T (ABV MAIN S AB) • 9'-4"/10'-4" CLG. I M ie I I co OJ 12080 SGD (3 PANELS) I IS KIT EN CROWN a x I BEDROOM 3 L — — — — — c Mo NG ALL LVLSIa BACKING F R CABINE NIA 0 9'-4" CLG. i a O R00 \ FROM 3 "-56"-9 " �Im r 21'-2" u� V-8• 4' 12'-0' -1E UlU Y = ISLANDI ° Y O I 2680 2680 ^ = I ° o a I 5080 BP a O 9 I «I M — • HIS J II DW I - - o s'-a" c _ o GREAT ROOM C— H RS 10'-8" CLG. IT DBL 5080 BP v • 9'- CLG. OVEN _? 2680 ti I 7 i 9'-4 CLG. 5-10° I n I 3 in 12'-0" °b SJ , o _0 13'-6' iv 5-6` I O • _° L • 0 0 UN I R F I — a� BEDROOM 2 ,60o S _ — 9'-4" CLG. w 2_0. o oO in o� I I�� MASTER ® FLAT HDBr • •i • TEMP FRM S GL TO FLR BATH a n -0 8' g 5'_gC' c • TOP OF G ® 84" A.F.F. 9'-4" CLG. z• N 7'-6-7-4— ® 5'-2" 1'-4` ? 2880 k+ N v ROMAN 6.1,�Zii�6, " 8. N O o N w F SHWR FLAT HDR.9'- • ®8'-8" °CLG. 7,_0.2'(2) 2®a LASS SHELBATH &FOYER DININGp I ti®6 A.F,F.I I o10'-8" CIG. CLG. < WT TIL. LINE O t ®O12'-4" I 9' 4" CLG �NG 0— J rw a ° EGUDO NOT FOR FUTURE BACKIUPPER III oWDEN CABINETS FROM 36"-96" II! _ N GARAGE SEPARATION 9'-4" CLG. • • R-11 BATT INSULATIJON REQUIREMEN ?E6 3080 DR W/ 6'-6 '-0" OABV SIDELITE a o ANSOM V OC BLW. �, OVERED • • • ENTRY B (2) S 26 • LIDCORE 2ODSO 148CLG. (ABV MAIN SLAB) I I N EWH DOOR RIVE D JAMB OVERSIZED ® ®® • ® ® • WEATHERSTRIPP NG PULL ON STAIR L W/SW. LT. J `ao m 2 ! H 26 • ®® ®• • • — — — — — • --------, RE'/1 WE mm COD 014 cd °o m m m m o o ST. U 00 �� M O 2 CAR GARAGE .v o cd m cd I.0 o i (A SMOOTH COAT STUCCO FINISH EXCEPT AT DRYWALL I a a° o ATTACH P.T. 2X8 I I ABV. GARAGE DOOR a I PER MANUF. SPECS o SEE DETAIL THIS PAGE FRAME -OUT z ELEC. & CHASE 23'-0° ELEC. PANEL I HOSEBIBB A -------J CHASE c A4 ® m = O OI • •t • • o' SH 26 M= ' T. .B 71'-4" T.OB.B. 2-8 2'-3 2'-3• 2,_3• 2'_8• 11 .O.B.B. 9'-4" 3'-11° 2'-8' 6'-0' 2'-9" 3'-11" 7'-2° 7'-3" 9'-10" 7'-3" - - - 13'-3" 11'-4" 11'-1° 24'-4' � f 60'-D" Ir PROJECT LOG ISSUED FOR START 10-16-19 ISSUED FOR PERMIT 11-07-19 1 BLDG COMMENTS 03-11-20 Ld a uJ 3 4 LH (L La a J W J w = L J N z W ' R' N JL W V 7 N LL N A o z o Q J Q m � ° ° it cl ,n +6., O c an m a m O rna`i C c O to aa) = o En -0 LD cn c ,n 3:cu Y 78 L — c W" m900 o i a)-p-0-0 Ea a aL p coo cco p a.., ' ++ c� � EN0 0 coC wLn -d ems= cn � �' aci ai o g C=7 Ln i + Y Z fu a O Cn " W to 4 LO r o 0 CD u O c La. � 0 C N e� U r• saw [Ci IQ O C4 �s FOR AANCE j 119 COP" .E �1 A J Icon O 2f 0 M O ,W—, O U ' J W _lj Ln 1/4" = 1'-0" U.N.O. FLOOR PLAN vlmyllwcoili AOWNIIWe" Gak mom' "sk .;A'wt;+$g�ae� Product Submittal Sheet vlryloarp.com 1 Sam NW791h Place P305.477.6484 Clarkwestem Dhdri h Building Sy1Wns LLC Miami, Florida 33166 F 305.477.4108 I Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. ='ztxx x+ r � a CS58-300V S/S" t 3 wide vent (one pace) 5' overell width �PelcmtOs ^1 16 - 3" Soffit Vents —Continuous one-piece Soffit Vent with reinforcing rib to key mnto stucco Samp; plaster. Vent Clips are provided to conrreot Soffit Vent and to assist in alignment. Vent area: 15 square inches per lineal ft. AtoV.7,1 Caulk all intersections, butt joints, ends and comers at time of installation. Product Submittal Sheet VINYLcxonp 1 A 31violcat 0 vi yloorp.wm SWO NW 79th Place I. P 305,477.6464 Cr a N ljew"s Clarkwas(em Dietrich Building Systems LLC Miami, Florida 33166 F 305.477.4108 IQ Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. i 157880UL. 7/8"x1/2" 3-1/2- solid flange, l-3/4 perforated flange y� Mid Wall Control Joints— Designedto relieve stress and assist in controlling packs In exterior wall finish. Intersections of To available. US Patent Number 7,757,450 Caulk all m erse Lions, bull joints, ends and comers at time of installation. FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) 12 PRE-ENG. WOOD ROOF TRUSSES 6 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END y SEE PLAN/ ELEV. RAT RUMS PER TRUSS MANF. GALV. MIL. DRIP 5 8" DRYWALL OR 1/2" "TOUGHROCK" ON IX2 P.T. (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES 2x8 PAINTED TEXTURED FIRE STOP SPRUCE FASCIA 2'-0' CONT. 8 x16' MASONRY BOND BEAM CEMENTITOUS FINISH ON METAL LATH TYP. O.H. W/ 115 CONT. TOP & BOT. - FILL W/ CONC. W/ 3" CON7N000S VENTING ON ALL SIDES CONT, METAL POUR STOP (TRUSS CO. TO PROVIDE FLAT SOFFIT) 1/2" DRYWALL IX2 P.T. FURRING ® 24" 0/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE CEMENIITOUS FINISH OVER 8' CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS TYP. ENTRY / GARAGE BUMP OUT SCALE 3/4" = 10" FLAT CONCRETE 71LE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 30,{ FELT TIN TAGGED TO EXT. GRADE PLYWO. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) 12 PRE-ENG. WOOD ROOF TRUSSES 6 A 024" 0/C TYPICAL IV/APPROVED GALV. TRUSS ANCHORS EA. END R-40 INSULATION PER ENERGY CALL. SEE PLAN/ ELEV 110 RAT RUNS PER 7RUSS MANF. GALV. MR. DRIP 5 6- DRYWALL OR 1/2" "TOUGHROCK" ON 1X2 P.T. (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES 2x8 PAINTED TEXTURED FIRE STOP SPRUCE FASCIA 2'-0' CONT. B xl6" MASONRY BOND BEAM CEMEN71TOUS FINISH ON METAL LATH TYP. O.H. W/ 1#5 CONT. TOP & SOT. - FILL W/ CONC. W/ 3" CONTINUOUS VENTING ON ALL SIDES CONT. METAL POUR STOP (TRUSS CO. TO PROVIDE FLAT SOFFIT) 1/2" DRYWALL 1X2 P.T. FURRING ® 24" 0/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE CEMEN77TOUS FINISH OVER Be CONC BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS I� V ii �— WOOD BASE MONO. CONC. F007ING SEE FOUNDATION PLAN FOR NOTES &DETAILS � 0'--0" FIN. FL. SLAB < ° • ' _ ° IT . ....0 l i I I ITT I' TYPICAL WALL SECTION SCALE 3/4" = 1'0" LOG PROJECT ISSUED FOR START 10-16-19 ISSUED FOR PERMIT 11-07-19 I FLAT CONIC. TILE i BLDG COMMENTS 03-11-20 12 6 DECORATIVE RAFTER TAILS i ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3387 (SQ.FT.) x 144 = 487,728 SQ IN. 51SQ IN. PER LI252 NEAR FT. (217 LFRED ) EVENNT AREA 3 255 SO. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS o=6 -0 EDGE ZONE I I I I I I I I DECORATIVE BAHAMA SHUTTER azz "i EDGE ZONE I I 2 D.P.= +31.9 PSF 0-34.9 PSF ABV. D.P.= +34.8 PSF OD -37.8 PSF BLW. D.P.= +32.2 PSF 0 -35.1 PSF El FIXED GLAS J FIXED GLAS D.P.= +34.8 PSF D.P.= +34.8 PSF D.P.= +34.8 PSF 0-37.8 PSF 0-37.8 PSF 0-37.8 PSF I tttttt�ttittlt�tl�l�l��t'�����_� 1 1 • , e rrrrr� 1 _ 0'-0" FIN. FLOOR SLAB � D.P.= +31.9 PSF D.�P = +33.5 PSF O34.9 PSF �J STUCCO BASE SIMULATED LAP BOARD 36.9 PSF sl°'NG (STDG°°' FRONT ELEVATION as ISLAND D.P.= +29.7 PSF O-32 6 PSF REAR ELEVATION j Uj I.J_ W W W i W Z z Z a z W O LL W O LL z J a Z 0 r a 0 4 wO ro In C Ln -O w ro d n 0 c rn� o c 0 c to Cu Y 'a -j co i. v D w ErL `o m rcv 0 4--' o to U.)u aci E :5 oo fu I +� E' E fl O C V O. LAI 0+07c7 O $ rho v a 10'-8" T.O.B.B. is U rn W Ln (ll MEDIUM TEXTURE E m DECORATIVE CEMENTITOUS FINISH O ON BLOCK WALLS, TYP. i V i 20 O O > /\ c 0'-0" FIN. FLOOR SLAB s I ) J LO � h �4 REV I EWE D' Ott CODE 2OMPLIANCE ST. UPI IPOVC I �^ 14'-8" T.O.B.B. -J a I � I 11'-4" T.O.B.B. o U 9'-4" T.O.B.B. ^ M rW—r O U � ¢ J W ® ®®®®®®® 1 2: U) ® ® ® ® ®I ® ® 1/4" = 1'-0" U.N.O. ELEVATIONS �T ® - _ C _ _ _ _ _ _ 0'-0" FIN. FL O D.P.= +29.3 PSF -34.0 PSF\' LEFT ELEVATION as ISLAND Mm W IM 103 r-- a=6 -0 EDGE ZONE I STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) TYMCAL INSTALLATION WINDOW ASSEMBLY. *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 FASTENERS AS REQUIRED - Y WINDOW MpNWFACTURER. LIQUID APPLIED FLEXIBLE CONCRETE CAULK FLASHING WATER PROOF. PRODUCT TO MARBLE SILL MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF. SPECS ° d' 'MORTAR OR WINDOW INSTALLATI ' GROUT de e " SET SILL IN FULL ' DRYWALL p • • +e MORTAR BED AND HEAD JOINT STUCCO OR F DECORATIVE /-CEMENTITIOUS e, COATING 3/4" FURRING TO MASONRY WALL 4 8" C.M.U. e " PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 0=6.-0 EDGE ZONE I I I El b D.P = +34.8 P5F m 0-37.8 PSF 2'-0' F PROVIDE CEMENTITOUS D.P= +33.9 PSF FINISH PRIOR TO 0-36.8 PSF METER INSTALL PRE ENGINEERED WD. TRUSSES @ 24" O/C TYPICAL R-40 BLOWN IN INSULATION 1 AT ALL A/C AREAS KITCHEN BEYOND a�6,_0" ED( ZONE T I I I I I ■El D. _ +34.8 PSF -46.6 PSF D.P.= +33.9 PSF 1 M -36.8 PSF r%I^1 IT 1.1 1-1/1 TI^kI IrI 1\Ir% ll'-4 T.O.B.B. 9'-4" T.O.B.B. 0'-0' EN_FL SLAB 1\1r✓I I I VVV r l-1 I I V I � 1✓v/1I � V 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. uo ff N. IE ITRY ❑❑❑❑®®❑El - - ® - - - - - 0'-0" FIN_FL. SLAB A -A SECTION CONC. COLUMN 1x2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONC. OR MASONRY WEATHER STRIPPING BY DOOR MANF. 1-1/2" CASE HARDENED COIL PERIMETER SEALANT 2x6 P.T. BUCK RIPPED :: GARAGE DOOR NAILS AT 12" 0/C. MAX. CONC. OR MASONRY TO WIDTH OF DOOR JAM GALL STL VERT. TRACK BY MANF. FASTENED TO CONC. OR MASONRY h 0 Q0 lx6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENEE SET IN SEALANT FASTEN W/ 1/4" DIA. x 3-114" TAPCONS 3" FROM E.E. TRACK BRACKETS W/ 00 COIL NAILS AT 12" 0/C. Opo / o q o AND 12" 0 C MAX. 1/4"-20x1/2" CARRIAGE o p MAX. g, BOLTS & LOCK NUTS 7-2x8 DRYWALL BOARD DOOR TRIM GALV. STL TRACK CAULKING BRACKETS FASTENED I --ALUMINUM FRAME, FASTEN DRYWALL BOARD DOORFRAME TO WOOD JAMB W/ TO STRUCTURE THRU BUCK CAULKING FASTEN TO BUCK W/ 3/16"xl-1/4" LAG SCREWS W/ 3 16" TAPCON SCREWS (2) 16 GALV x 2" P.T. ATTACHED TO 012 0/C. MIN. 1-1/4" EMB D DOOR FRAME FASTEN TO BUCK W/ SCREWS ® 2'-0* 0/C MANU. S METHQD a< COLUMN W/ 5/8e WEDGE ATTACHMENT SHALL ANCHORS ® 2'-0* 0/C VERT. ERIMETER-SEALANT (2) 3/16N2-1/2" TAPCON SCREWS 0 2'-0* O/C DOOR TRIM PSEALANT ERIMETER PREVAL WHEN SUBMITTED W COMPLETE MISTRUCBONS (6" MAX FROM ENDS) AND 2" FROM INSIDE EDGE OF 2X8 STUCCO FINISH HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK DOOR THRESHOLD SET W/ 3/16" TAPCON SCREWS ® 12 0/C. MIN. 1-1/4" EMBED ALUMINUM FRAME `SECURE FRAME TO SILL DOOR FRAME FASTEN TO BUCK W/(2) 3/18"x IN BED OF CAULK & FASTENED TO SILL W/ WITH SILICONE 2-1/2" TAPCON #8 x 1 1/2" SCREWS PERIMETER SEALANT L/ CAULKING SCREWS ® 2'-0" O/C 0 18° O/C PERIMETER SEALANT k— STUCCO FINISH BOOR COVERING �—CONC. OR MASONRY FLOOR COVERING 1x2 MIN: P.T. BUCK SET IN � O0 'o o Q0 a SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. DRYWALL BOARD CAULKING o : Oh Sd PECAST OR POURED R SILL W/ 15 BAR PERIMETER SEALANT .. < 0 ` '' ° �p0'°� b GROUT. BED CONCRETE SLAB O o 0 o 0`� d .O.. CONC. FLOOR SLAB PERIMETER SEALANT IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) r A.B. TO EACH SIDE or THE STUCCO FINISH BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) SILL DETAIL ( S.G.D.) SILL DETAIL- (DOOR) 4" MIN. EMBED MAX. 6° FROM EACH SIDE OF THE BRACKET. WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 NOTE IN fNE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. HE CONTRACTOR SHAD BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & lx PRESSURE TREATED LUMBEI THE FRAMING §HOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. PROJECT LOG ISSUED FOR START 10.16-19 ISSUED FOR PERMIT 11.07-19 1 BLDG COMMENTS 03-11-20 a s w � w W a d jLLT LL >� w j D J m ^ + z m 0 �0 Z � Z 0 Oa 0 0.1 (a E 0 Ljj L, E 0 x F u�i p x E G WWN =J is b c7LO CV s i REVIAM0 FOR CODE COMPLIANCE r LUCIE COUNTY 1FILE C P F-� is ILL. z w o 0 �.I M uj O Q J W _j LJ 1/4" = 1'-0" U.N.O. SECTIONS ELEVATIONS rim ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS \ _ SEE PLAN 4'-0" MAi - CONT. MASONRY BOND BEAM - CONT. POUR STOP - 8" CMU WALL 1 A5 CONNECTION DETAIL USP KCCO44 OR SIMPSON CCQ44sds1.5 FASTEN PER MANE SPECS 56801 MAX. WOOD POST SEE FRAMING PLAN (6) 1/4 x2-i/2' LG. SDS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 56451 MAX (1) 5/8" DIA. WEDGE ANCHOR A 4" MIN. EMBED. 5CONNECTION DETAIL NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS ® 24" 0/C W/ 19/32' EXT. SHEATHING TOE NAIL TRUSS TO CAP 16d NAIL AWALL NES SEEOVEACTR GEEL AND COND1110NS 71E BEAM OR BOND BEAM 5/8' WEDGE ANCHORS 0 24' 0/C W/3 x3"xil4 STEEL WASHERS EMBED (4 ) MIN. 2x4 CROSS BLOCK 0 24" O/C TYP. TOE NAIL EA. END W/(3) i6d NAILS TYPICAL TRUSS CONT. 20 RIBBON W/ 3-i6d NAILS EA. STUD CONNECTION DETAIL A5 ALLOWABLE LOAD 1061 //TRUSS UPLIFT i NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C 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# C A5))CONNECTION DETAIL GABLL END BLOCKING (3) 16D TYP. 4 DIAGONAL BRACE RI 4'-O' 0/C, TYP, 2x4 LATERAL ((pp)) 0 4'-0" O/C; EA. TORdUSTS�' REINFORCE VER71CAL MEMBER OF GABLE END TRUSS W/2x4 TEE -BRACE AT EA. VERT.' NAIL W/16d NAILS 0 8" 0/C A5 CONNECTION DETAIL PLAN BOX -OUT DETAIL A5 SCALE. i 4 = 1'-0" FASTENERS ALLOWABLE LOADS SIMPSON MODEL CMU COICRE UPLIFT GRAVITY N0. HU28 6-1/4"x2-3/4"- 6-1/ %1- /4" 575 LBS 2400 TiTEN ITEN '', HU210 B-1/4"x2-3/4" 8-1/1"x1-3/4" 575 1BS. 2400 71TEN ITEN CONNECTION I DETAIL I- TRUSS TOP CHORD NAIL SHEATHING TO LADDER EDGE PER DIAPHRAGM SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) 2X4 LADDER AT i6" OI C (8" MAX. O.H.) I 2X4 CONT. LADDER EDGE W� (2) i6d NAILS 8" O.C. TO TOP CHORD OF TRUSS \WALL SHEATHING NAIL PER 5 CHEDULE --GABLE END FASTEN TC TRIS1. SEE TRUSS ENGINEERING DETAILS FOR TRUSS C NNEC ON CONT. CONC. R MA ONRY RE BEAM SEE TIE BEAM SCH ULE PRE-ENG WD. TRUSSES 0 24" O/C — (SEE CONNECTION SCHEDULE) 19/32" EXT. GRADE PLYWD. NAILED- 0 6" 0/C AT PANEL EDGES & 12" 0/C FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL. NAILED TO ROOF TRUSS W/- (3)10d NAILS NOTCHED AND TOENAILED W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)I/2'x6' PCS. EXTERIOR PLYWOOD - (16) WS3 TO G.T. SIMPSON KECCQ44 OR APPROVED EQUAL. 71051 UPLIFT MAX. (14) WS3 TO 0 POST WOOD POST SEE FRAMING PLAN (14) 1/4' x 2-1/2" SDS THROUGH POST *SIMPSON HDU5" HOLD DOWN OR APPROVED EQUAL 56451 UPLIFT MAX. -(1) 5/8' DIAL WEDGE ANCHOR 4" MIN. EMBED. 4CONNECTION DETAIL "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIEDLOAD ALLOWED UPLIFT PPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 1413 584 581 170 8F24/iB1T 2 4'-6" 10000 250 6849 100 8F40/iBiT 3 3'-6" 10000 250 7428 100 8F16/iB1T 4 4'-0" 8859 270 5572 100 8F16/i131T 5 4'-0" 8859 270 5572 100 BF16/i131T 6 S-6" 10000 250 7428 100 8F16/i131T 7 10'-6" 1664 1172 830 307 8F16/iB1T 8 13'-4" 3250 810 1178 206 SF32/1B1T 9 17'-4" 856 250 374 100 8F16/1BiT 10 5'-4" 5809 250 3057 100 8F16/1Ell T 11 S-6" 10000 250 7428 100 8F16/1B1T 12 4'-0' 8859 270 5572 100 8F16/i131T 13 4'-0' 8859 250 5572 100 8F16/iB1T 14 7'-6" 2882 977 1548 323 8F16/1191T 15 5'-10" 1002 0 722 0 8RF6/iB1T 16 5'-10" 10000 976 5480 266 BF44/i13iT 17 7'-6' 7857 876 5480 250 BF32/1B1T 18 S-6" 10000 295 9578 113 8F72/181T 19 7'-6" 6288 250 2436 100 1 OF24/1B1T SECTION A4 PROJECT LOG ISSUED FOR START 10.16.19 ISSUED FOR PERMIT 11-07-19 LLJ M m LLl a Lu Q J Z z o N LL W j N A o z 0 a Z Qa t Q T. LUCppIE//(( C p0VV W A J L.L O � O OU w O � J 1 2 N 1/4" = 1'-13" U.N.O. STRUCTURAL PLAN A-5 C I ;. DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) 1 DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- Bd RING- 8d RING- 8d RING- Bd RING - EXPO 1, OR EQUAL SPAN RATING 40 20 19 32" 24" 0/C MAX SHANK 6- O C SHANK 6" 0 C SHANK 6" O C SHANK 6" 0 C SHANK 6" 0 C SHANK 4" 0 C SHANK 4" 0 C BLOCKED AS SHOWN ON PLAN WALL APA RATED SHEATHING SPANEXTSRA 77NG 40120 URE AL 19132 , MAX/C 8d RING- ' G C SHAW 8d RING- 4 HONC 8d RING- 6"HAW O C NAIL CORNER STUDS BLOCK FIRAT 4- GCAX INT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 32116 15132 16" 0/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" 0 C 8d RING- SHANK 12" 0 C BLOCK FREE EDGES 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 J. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) 10d x 1-1/2" - 9901 19801 335 1 670 1 2451 490 TC-2 TA14 7 10d x 1-1/Y - 12051 24101 335 1 6701 2451 490 TC-3 HTWM16 8) 10d x 1-1 2" 4 1 4" x 1-3 a" WAR 12251 12251 1225 - TC-4 HTA16 9) lod x 1-1 2 - 1870 j 2430 710 lilpf 2701 1215 TC-5 HTW2O (20) 10d x 1-112' (24) 10d x 1-12' 1530 - - - - 11 Al I nmlRlF InenS ARE RASFD ON LISP CATALOG 2015-16. 21 BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 31 USE GALVANIZED NAILS OR WOOD a: EDGE STRIP DEFINED AS THE LESSER OF 10% 2 RFHEITBUTpNpFBTHAOR 40OGHTH NOTLSSN4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND ------- AT LEAST 3 FT. � 2 �\ I '4 -------� I O I r------- I ---------------- A a V� 2 2 I � I i NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF ZONE NAILING REQUIREMENTS. ROOF ZONE DIAGRAM NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1 I I V TYP.RIDGE CAP & ROOF MEMBRANE PRE ENGINEERED ROOF 2x RIDGE BOARD (2) SIMPSON H10 CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS ®24"-0/C BETWEEN TRUSS RUN TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4» rNMEMA 10'-8" 00000 11'-4 USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. #5rebar min. TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 QA HUS26 © HGUS26-2 © THDH26-2 QD HGUS28-2 Q THDH28-2 �H HHUS46 QH THD46 QL LUS24 © JUS24 14'- 81' TRUSS BEARING HEIGHT SCHEDULE J INDICATES LEFT END OF TRUSS x � I I N 1190# TC-2 Q C m MAX. PROJECT LOG ISSUED FOR START 10-16-19. ISSUED FOR PERMIT 11-07-19 BLDG COMMENTS 03-11-20 W J MI W a J Ld w Z Z z N LL W F n o � z J Q � ~ c K a O ' c L L 0 a 0 � o rn m S a v mm > � `c° Quo y q 2 f = �' d a p cc m o n tn 3� ��01 r2 c W a cs E cD—to M E v o LU E ch In N N u Ln CI (�I C W E it Q oCD u 20 WA V :� CD a 0 c U l�R A J L0 C`J 3 O r_+ IIIE r�ECtbppR IANCE LUCIE COUNTY BOCC ® W A Z J L` 0 [[-1 To Z p F^T.1 O U M o ?� Lu U 1 � J LU � U 1/4" = 1'-0" U.N.O. TRUSS PLAN =_ A-6 ll`u .R t' r�- PROJECT LOG ISSUED FOR START 10-16-19 ISSUED FOR PERMIT 11.07-19 1 BLDG COMMENTS 03-11-20 I ELECTRICAL SYMBOLS ® DUPLEX RECEPTACLE $ SWITCH n TELEVISION JACK e NEST ® RECESSED II AT 12" A.F.F. i SINGLE POLE 7 PRE WIRED DETECTOR EYEBALL SECURITY ® USB STATION Q� DUPLEX RECEPTACLE SWITCH W 220 V. RECEPTACLE ROOD LIGHTS F.P.dcL. METER IIB AT BASE �a THREE WAY II AT 12" A.F.F So SMOKE g & DISC. DUPLEX RECEPTACLE SWITCH Q HVAC DETECTOR® BREAKER c AT 8" ARV. 4 FOUR WAY I THERMOSTAT ® SMOKE / CARBON PANEL MONOXIDE DETECTOR O INTERCOM EXHAUST DUPLEX RECEPTACLE SWITCH I AT 60" A.F.F. SWITCH FAN R❑� DISCONNECTUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET FL EXHAUST FAN 'PDUPLEX RECEPTACLE SWITCH ® AT 12" A.F.F. PADDLE FAN W/ LIC4T on GROUND FAULT �D DIMMER ® TELEPHONE OUTLET W/ OR �/ LIGHTLV DOOR C� RUSH IN FLOOR FLUORESCENT RELEASE Q� DUPLEX RECEPTACLE SWITCH Z FIXTURE CLG. MNIED. II TOP REC. SWITCHED �x KEYED EAKER I✓INCLG. INCANDESCENT LIGHT Q VOLUME CONTROL Q� DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX II WP WATERPROOF I KEYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE T DUPLEX RECEPTACLE JUNCTION SPEAKER FIXTURE WALL. MNTED. ��UC UNDER COUNTER BOX 4 HI HAT ® LOW VOLTAGE HOME RUN ® CLG. MOUNTED TRANSFORMER Q INTERCOM ❑c DOOR CATS ® HI HAT FB FAN BOX I STA110N CHIME HOME RUN VAPOR PROOF IN CLG. ELEC. PANEL "A" 200 AP CIRC. DESCRIPTION POLE BRKR WIR KVA. 007 2 AHU HEAT STRIP 2 60 6 9.6 2 A/C COMPRESSOR 2 40 8 0 0 1 ELECTRIC COOKTOP 2 50. 6 10.0 0 1 DBL. WALL OVEN 2 50 6 10.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 30 10 1 4.5 0 1 LAUNDRY 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER/DISPOSAL 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 14 GEN. LIGHTING 1 15 1 14 1 7.3 0 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: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. 48.z1 9.s 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 15.28 A/C LOAD AT 65% 6.24 TOTAL = 31.52 31.52 x 1000/240 = 131.3 AMPS NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/O—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROMDE ARC —FAULT CIRCUIT. INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING 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 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. (1) SETS OF (3) J4/0 AWG. THWN IN 2 CONDUIT 200 AMP SERWCE ZPANEL 200 A /8" GOX 10' CU SUPPLEMENTAL GROUND F)D ND TO ONE REINFORCONG BAR IN HE FOUNDATION 20'-0° LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2503 (SO.FT.) x 3 (WATTS/SO.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 DECORA - ALL SWITCHES TO BE DECORA L W 8 W J ui J r m ui N n a: j LL LLT w Z Z � � N Z Z0 Pl a r1W � .5 N n7 22 '��w ro nao a a +y c rca=- p H� (D - N ]G rn _ QJ1 ad v w E o. �3 o ocu E 0 n2: 1, o O o ~ s QJ o o C9 LU ao'i E m Z u' v `o CL EU) E w L! U 9 LJU w 2 LO 0o ca 6 C` I _ Ma. a a) law N. 'J F L.O No REVIEWED F13R ,, as CODE COMPLI NCE ST. LUCIE CO NTY BOCG FILE COry W � Z W"- a O 0 W o ,Q U J � Z (~ 1/4" = P-0" U.N.O. ELECTRICAL PLAN E-1 PROJECT LOG ISSUED FOR START 30-16-19 ISSUED FOR PERMIT 11-07-19 BLDG COMMENTS 03-11-20 MASTER SUITE tOxt®x8 195 CFM Wpa,_ 9°o J .11 R in ,•i ['r Jriih Wil ❑ — alio l e. FLEX n146 CFM DEN 0 COVERED LANAI GREAT ROOM 12x12x9 232 CFM 610 T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN 12"0 8x8x5 34 CFM 6 FOYER COVERED ENTRY DO NOT SCALE FLANS HOME5 MVVI-010 J5 2628 CONIFER DK FORT PIERCE, FL 34951 14" 0 7 ° a • .• .�103 CFM f/, DRYER II EXHAUST DINING KIWI' NOOK tfxtOx7 125 CFM 8x8xa 91 CFM AHU-1 4-TON O Bx$x4 29 CFM BEDROOM 3 F0130 CFM 0 1•f�1���jj1 b BATH 250 75CFM EXH/ 3 F�M 22 x54r PULL DN STAIR W1 LT.] CU-1 4-TON - 0 - FILE uj ri m W e J J w Lu � W Z Z W N % lJL IL U t a J Z g z = Oa 0 �Lb � m Q m um, �Nv ��T v rraa a o 0 �� c c O d 4� cm`o a�i 0 y '3 m Y •� m rn +� m w v � � a c 0 Fo o Lu E W 0 a c '9 E 2 O 7 C U i O cn �' c r" 0 C=7 �m og� L9 Z V n " A � L1_ 0 ~ 0 = w t®cO C 0 J ' OJ W : (~!� 1/4" = 1'-0" U.N.O. MECHANICAL PLAN M-1