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Home My WebLink AboutBUILDING SITE PLANPT F COPY PROJECT LOG ISSUED FOR START 10- 9-18 ISSUED FOR PERMIT IlaB' 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 APPUCABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY, 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPUANCE WITH THE F.B,C, CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL FLOOR BLW BELOW G.T. ORDER TRUSS BRIG. BEARING GA. GAUGE BIM. BOTTOM GALV. GALVANIZED CLG. CEILING GFI GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COL COLUMN GWB GYPSUM WALLBOARD CONC. CONCRETE GYP. BD, GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL DOUBLE HPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SUDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS INSULATION DIN DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELEC. ELECTRICAL LIN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE LT. LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NII. PROVIDE PRECAST UNTELS AS NECESSARY. (I'm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR W-O" 0/0 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 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. �A� THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. ALL BE PSHOWERS G WITHIN 2ENCLOSURES4' AND AAT 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WNDOWSNOR GLASS OR WITHN�36'SOFLLTUBS AND WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 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 AAPACITY. 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 METALUC SHEATHED CABLE VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOUR 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. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4 IN AREAS ORDER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS, PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY REUEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBIUTY TO 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. JUMPERS 0 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, MPERS R THERE S CONFLICT E CT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. E A NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL. STEEL AB 7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDINGV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS MAX. MAXIMUM SW SWITCH . E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS 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 MICRO. MICROWAVE NIMUM THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. M0. MASONRY OPENING TT.B. .O. T.O.B.B. THROUGH TOP OF MASONRY BOND BEAM HORIZONTAL: 6. 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. MONO. MTL MONOUTHIC METAL LO.PL T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE 1. ALL COMPOSITE LINTEL (MARK "L' TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE ) 'TIMBER 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. OVER HEAD DOOR TYP. TYPICAL NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE 5. GENERAL: MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 8 DUPLEX RECEPTACLES, RLF. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK -BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.CE. BEAMS ONLY. ALL SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED: 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-B(a). P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEN SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. PART'N. PKT. PARTITION POCKET NO WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH 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 UGHTING SHELL COMPLY WITH NEC SEC. 410.8. PLYWI7. 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 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 S.C. S.G.D. SOLID CORE SLIDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S. UNLESS OTHERWISE 7. CL OVER 4' OPENINGS SHALL BE PROVIDED AT THE BOTTOM L GROUTED CELLS AT EACH LIFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND N AND SHALL HAVE STRENGTH IN 28 DAYS AS 1. CONCRETE SHALL CONFORM TO ASTM MASONRY 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, ST, LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: 6WRHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING *FILL BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHO 16070 WAYNE DALTON N/A W/ 1-1/4- WASHER & 2-3/4" MIN. EMBED, D.P.= +24.9 PSF +39.2 PSF -43.7 PSF ' IN. EDGE DISTANCE. 6" FROM END -27.7 PSF B FL-7630.1 3080 DR THERMA TRU N/A I/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6" & 14' O/C MAX SPACING. -34.7 PSF C FL 17499.1 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX.. SPACING & 2" FROM EDGE -34.7 PSF D FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PS 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF E FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF 0 10- O/C MAX SPACING & 2' FROM EDGE -36.3 PSF F FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -36.3 PSF G FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX.. SPACING & 2" FROM EDGE -37.7 PSF H FL 22401.3 12080 SGD MI WINDOWS & DRS SGL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +28.4 PSF +55.0 PSF -55.0 PSF 0 12" O/C MAX SPACING -31.2 PSF I FL 17499.1 (2) SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF J FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF K FL 17499.1 SH H33 MI WINDOWS & DRS SIX. IMPACT 3/16" TAPGONS W/ 1-1/4' MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF 0' 0 C MAX. SPACING & 2' FROM 0 1 / EDGE -36.3 PSF L 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 -34.7 PSF M FL-9174.10 R12 9100 OHD 6070 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +29.9 PSF +39.2 PSF -43.7 PSF 11 2-3/4* MIN. EDGE DISTANCE. 6" FROM END -32.7 PSF N FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2- FROM EDGE -32.7 PSF 0 FL 17499.1 SH 26 MI WINDOWS & DRS SG- 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 -32.7 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. HORIZ. MI WINDOWS & DOORS 1/4' TAPCONS W/ 1-1/4" MIN EMBED (4) FASTENERS PER CUP TOP & SIM. 37.7 PSF 54.0 PSF -54.0 PSF IL 15353.4 FL 53 F ROOFING NOA NO. 17-0822.13 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: PDLYSTICK III MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC,PLIES NAILS AND TN 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 N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO SPACED 0 EVERY HI RIB (4" 0/C) W/ 1-3/4" EMBED. N/A N/A PER NAIL a BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-00• ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4' BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED CONCRETE BELOW GRADE-3- PLUMBING NOTES 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' D.C. ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN CELL COMPACTED FILL STUDS, WTH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4" O/C AS FOLLOWS;. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS OTHERWISE NOTED. CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3, DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT DEQUS 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 NO GO 4,. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. ALL DURING CONSTRUCTION. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5, CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR ASTM 0 1557. 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 MTL. FRAMING: SELF TAPING SCREWS 112 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. DOOR BEAMS 28° MAY.) ADD 2- BARS BOTTOM IF DROP EXCEEDSB, ( ) 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT AT PERIMETER.RATIONALANALYSIS SHALL BE SUBMITTED, BUT ONLY IF WALLREINFORCING TO FOOTING WITH SAME SIZE ANO NUMBER OF DOWELS SVERTICAL BARS COLUMN 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING 1-1/2" LONG AND .120' DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ, BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1, ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).. REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN, WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" _ AND CHAPTER 28 OF THE FLORIDA BUILDING CODE, 9. PLACING DRAWINGS ON BAR USTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE.PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD N 1 N r0 18a" SH 15 M.O. 20 1/8" PROPOSED SINGLE FAMILY RESIDENCE BY: n 7W GRENADINE CLUB LOT 68 MEADOWOOD COPYRIGHT 2018 TYPICAL "MI" WINDOWS N . N 36" 52j„ 25�' SH 25 SH 35 SH H35 ■ ■ in ■ ■ ■ M.O. 38° M.O. 54 1/8" M.O. 27 1/2" 1 x, 2x, OR 5/4 BOARD 1 x, 2x, OR 5 P.T. WOOD BUCK P.T. WOOD ®� 38" 70" 38" SH 35 oMD TYP. BAY WINDOW LL.I a o w LLl W IJJ LU = Z ❑ w 0u LL 0 0 LL N 0 Z c Oa t c rru p c_ O } r�o ul C a �1 o 0 � c rt7 fl a0 a > c nr= a-0v -0 ai c ra OJ n co r6 N N 2 ,cp (I o CL @ M E O e N O O C ru L1 w E E o E 2 o o a U (1)- @ o v _o U E rn E c 0 2 di v aJ Ea � o H- ra U (O=D zO " cn - a a Lo FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS° 2005 EDITION. MATERIALS DOORS NOT LESS THAN 1" (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 LESS THAN J' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE +" 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) ^•"'Y� WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN }' (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. If LOCATION LLYE 2EAQ PART N TOTAL GROUND FLOOR 40 50 10 100 DRAWING INDEX SECOND FLOOR 40 15 10 65 C-1 COVER SHEET ROOF 30 18 0 48 A-1 FOUNDATION PLAN ATTIC 20 10 0 30 A-2 FLOOR PLAN WIND• A-3 ELEVATIONS ULTIMATE WIND SPEED - 160 m.p.h. A-4 SECTIONS BUILDING RISK CATEGORY = II A-5 STRUCTURAL PLAN BUILDING DESIGN AS ENCLOSED A-6 TRUSS PLAN EXPOSURE = C E-1 ELECTRICAL PLAN ROOF DEAD LOAD FOR WIND M-1 MECHANICAL PLAN DESIGN TAKEN AT 10 p.s.f.I NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE SYMBOLS LEGEND *K WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR 1 DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY DETAIL INTERIOR THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE # SCALE 4 Off' 2 ELEVATION FACTORS TO OBTAIN TEST PRESSURES. 3 THERMA TRU EXTERIOR DOORS 2x P.T. WOOD BUCK SHOWN TYP. ICI M.0, 35 1/4" W M.O. 37 1/4" W M.O. 41 1/4" W M.O. 55 1/2" W X 98 1/2" H X 98 1/2" H X 98 1/2" H X 98 1/2" H EDGE OF SLAB EDGE OF SLAB EDGE ■ ■ ■ ■ ■ M1\11,1 1\'j E EXT DR 2880 EXT DR (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 5/4" CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING A OF SLAB EDGE OF ICI I�III M.O. 78 1/2" W X 98 3/4° H S 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) BOARD OR 14.. OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. DETAIL owc. SCALE SECTION owc. SCALE 16 SECTION owc. SCALE INTERIOR ELEV. SCALE -B-, BEAM BEAM LABEL Z# REVISION NORTH ARROW �/`-- BREAK LINE 0 2' 4 0' W%M II GRAPHIC SCALE SCALE106-` �# COLUMN LABEL F# FOOTING LABEL JILT Z _ 1 FF 0'-0" F0 POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL ■■ GROUT FILLED CELL SEE FOUNDATION PLAN ELEV NON -BEARING FRAME CONSTRUCTION r BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION 0 FBI = 1'-0" z 0 -gi' E a ® o Inn 0 ♦�i xJ) C - LU G V r = L NCq 0 i\ `V J LrL Z 0 U O Lu 0O 00 U ❑ J 1 LL j Z (� COVER SHEET C-1 RECEIVED JAN 0 2 2019 ST. Lucie County, Permitting MW=68 PROJECT LOG ISSUED FOR START 10-29-18 ISSUED FOR PERMIT 11-08-18 FOOTING SCHEDULE DETAIL MARK SIZE WxD REINFORCING DESCRIPTION NO. W/2 15 CONT, EXTERIOR MONOLITHIC F-1 20" x 18" BTU. ONE STORY 1 W/2 15 CONT EXTERIOR MONOLITHIC F-2 20" x 18" BTU. 0 RECESS 38 ISOLATED F-3 3-O" x 3'-O" x 12" W/4 15 BTM. E.W. PAD 7 W/2 15 CONT. F-4 20" x 16" BTM. INTERIOR MONOLITHIC 27 EXTENDED F-5 36" x 20" x 18" W/4 15 BTM, E.W. EXTERIOR MONOLITHIC 19 THICKENED EDGE TE-1 10" x DROP x CONT. W/1/5 CONT. AT DROP CONC. FOOTING 34 TE-2 8" x 8" x CONT. W/115 CONT. AT SCREEN ENCL. 37 ANT. BEARING WALL SEE FRAMING PLAN TRANSVERSE REBAR ONLY AS READ. SEE FOOTING SCHED. WELDED WIRE MESH N CONT. REBAR EQ. E0. SEE FOOTING SCHED. SCH DULE OMIT CENTER BAR EN ONLY (2) REQD. 27 IN CONT. MONOLITHIC 16 MATCHING DOWELS FOR COLUMNS 48 84R DIA. FIBERMESH OR MIN. W/STD, HOOKS WELDED WIRE PAD REBAR MESH (SEE I .I f SEE FOOTING SCHED. SCHEDULE) EDGE BARS ALWAYS REMAIN. SPACE •'I' OTHERS EQUALLY. •:f. SEE OTHER SEE SCHEDULE DETAILS FOR FOOTING BEYOND 19 EXT. MONOLITHIC AT PAD COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION C-1 8x8 BLOCK CONC, BLK. W/1 FULLY GROUTED CELL W/1-15 VERT. EA. CELL 0 8'-0" 0 C MAX. OR AS LOCATED ON PLANS C-2 8xl6 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS W 1- 5 VERT. EA. CELL C-3 8x12 BLOCK CONC. BLOCK W l FULLY GROUTED CELLS W/2- 5 VERT. C-4 12x12 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS W 4- 5 VERT. 8" I.. COOR MASONRY ,4 1 COLUMN FIBERMESH MATCHING DOWELS 48 BAR 01A. MIN. GRADE Vie. .li. W/STD. HOOKS FOOTING REBAR SEE FOOTING SCHED.CZREaAR FF A' EQ, EQ SEE FOOTING SCHEDULE SCHED, EDGE BARS ALWAYS SEE CHED, REMAIN. SPACE OTHERS TYP. EXTERIOR CONT. EQUALLY (D MONOLITHIC FOOTING O ISOLATED PAD FIBERMESH =< - 1- 5 CONT. 3" MIN. COVER 10" 34 THICKENED EDGE #1 8" MATCHING DOWELS FOR COLUMNS D. BAR DIA. MIN. W/STD. HOOKS FIBERMESH 4SCHED, 38 EXT. CONT. MONOLITHIC FINISH GRADE SCREEN ENCLOSURE FASTENERS BY SCREEN MFGR, BRICK PAVERS 8" x 8" x CONT. CONC. FOOTING OR PRECAST LINTEL FILLED SOLID WITH CONCRETE REINFORCE W/ 1#5 CONT. MUD BED FOR LEVELING W/ LINTEL 7) SCREEN ENCLSOURE FOOTING DETAIL 0 79'-2- 26'-4" 6'-0" 3'-5° 8'-10" 10'-3" 6'-0" 18'-4" 6'-4" 6'-0" 6'-0" 6'-D" 2'-0' 6'-4" 6'-0" 6'-0° SH H33 SH 35 6020 FG (TEMP) (OBS URE) (EG ESS) HEAD 0 8'-0" HEAD 8"-0" HEAD 8'-0" 6070 OHD ® ® ® ® Lit ® ® ® ® a ® ® // ® ® ® ®OR• r----------------------_-------- F2 —— — — — — — — — — --- F 1I—— — — — —6-3 ----_------O-- — — — — — — —, I 'N FORMHOWER P / U — — — — —rn LARGER ALL SIDES THAN ACTUAL a _1 FINISHED DIMS/ SHOWN HERE 18'-O" •I // " a o " z 26'-B" 9" N eo N N m F1 O // I I ao w o m m m NOTE: FORM GARAGE SIDE DEMISING WALL RECESS 1-1/2" SMALLER THAN ACTUAL in = moo FINISHED DIMS SHOWN HERE / �I oUND ® M O O / A/CECONDUIIT SLAB I 4" N .7 N I I I p" .O.B. . I I F1 O o o '-5' 3'-8' 5� // / 4'-6" I w F2 o 8 T.O.B.B. ®L------------ 0'-0" FIN. FLOOR SLAB 0 C2 ® ® Jul® O-�JvN�� C2 I 5'-0" 5'-0' NOTE: o // x a x o I 7 ALL COLUMNS ARE Cl U.N.O. 2'-4° 17'-10" m F2 o 0 0 m o I 'I h // 7 L --------- _------- --- --- RMo -- �2 o I 10'-0" O ILN F� 7_ J ® x I ini Iasi®� ® 16070 OHD `o Lam° J PAVERS II 1 1 N gl I ®_ F5 16'-0° 2'-0° o FLOOR OUTLET 2' 2-0" 3'-0° -0 2-0" I c o N I I W/BRASS COVER w 3-0 C3 A _ 1 I Q I I I 5 PAVER RE ESS OI 3 4 F1 "8 z'- --r-- A A4 I I E'T D N II 17 PROVIDE DRIG TO ELECI ISLAND I ® — PAVERS I I 1 0 F3 I L--- -- J ' 1-------- ° o C4 M I 1 ❑❑ a-" N I p I I I v= I I I I F4 I ® f o TE-2 L----------- ---------- ----F1 -- '* --i ---------------J b L — J M F3 C 4 N OI ICI —_ —_ — — ® ® ® ® ® ® SH 15 SH 15 SH•25 C4 L — J HEAD 0 8"-0" HEAD 8"-0" HEAD 8"-0" F3 T.O.B. L9 ' —4 4'-6" 4'-6" 5'-10. 6'-0' 4'-8" 7'-1" 9'-0" 23'-7" 2'-2" 7'-5° 42'-2° 7'-0" 0 9'-0" 20'-0' t 79'-2' ui m 8 u W Z J W z z W 0 LL U J LL o 0 Q J � o o a m z = 0 ° a c o "- 0 0 o c T O T O C n- Q C o) O' (u o o Ln a o LA o a� 3 L _ a�i a'En O � O= u O a--. � 2 ,a f o 'W o 4:� 0 uo a� E E 0 0 a� o �� I— E L= p1 c E (A= o u.i E cu � a 2M g Q _o C7 0o a Ln} i V O J � A A z O W O W I OJ W � U 1/4" = V-0" U.N.O. W/®N FOUNDATION PLAN A-1 1 MW = 68 CALCULATIONS TOTAL U/A COVERED ENTRY COVERED PATIO GARAGE TOTAL AREA TOTAL AIR VOLUME CUBIC FEET = 17038 GARAGE CEILING (4) 2x4 METAL STUD FLOOR RO CEILING GARAGE FLOOR 1832 S. F 121 S.F. 238 S. F. 584 S.F. 2775 S.F. Al ELECT. PANEL / CHASE WASHER i DR�ER 28-1/27 SPACE DRYER VENT LOCATION FRONT VIEW 6'-6" 0 AC 12" AC CONC.TPAD DETAIL ALL WALLS SHOWN'k THIS LAYOUT ARE TO BE LOAD BEARING FINISHED CEILING 2x WD BLOCKIN EACH SIDE OF I FOR MOUNTING 2x MTL. STUD TYP. FINISHED FLOOR DRYER VENT #U) TYP. MEDICINE CABINET IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS R-30 BLOWN —IN INSULATION AT ALL A/C AREAS rldlim Lsm 30" THK TEMP FRRAAMELESS GL W/ CLIPS 1/2" WALL CAP MTL FRAMING ----\ KNEEWALL W/ DRYWALL FINISH THIS SIDE TOP OF KNEEWALL W/ PT 2X TOP PLATE & 1/2" PLYWD & 1/2' NON ASBESTOS FIBER CEMENT BACKER BOARD KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD ON SHOWER/TUB SIDE ° o ROMAN SHWR ih PT 2X SILL PLATE LLLL, L_LLL_LL LLLLLL LLLLLLL TYP. KNEE WALL SECTION 1/2" = 1-D" (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING CABINET LOCATIONS, FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS - STUDS 24X40/C) W/1 FULL OLENG`THxLAYER OF® 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTT PINS .145" DIA x 1" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'0" (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24 25 GAUGE CHANNEL SHAPED STUDS 24' O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HILTI PINS .145' CIA x 1" LG. 0 16" 0/C W/ 1° WASHERS M INTERIOR PARTITION 3/4" = V-0" R-30 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. 7Y-2_ 6'-4" 6'-0" 3'-5" -10" 0'-3" 6.-0.18'-4" CONDENSATE DRAIN TO BE MIN. 12" °J FROM BUILDING CHANGE CLG. IN HGT, 6020 FG J O F z SH H33 K O SH 35 L M O (TEMP) HEAD 0 8'-0" (OSS URE) (EG ESS)O 6070 OHD HB ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® - - — R & S SO ®8'- ° ° WH '-6 - " 3'_ " '-2" 13'-10" 26'-8" 4 N .p WIC 54" 4" FR MP. F.G. W/ C ESS SOAP ICHE o CARTI iGOLF MASTER SUITE 4'-6" BEDROOM 2 �_ 1 1 °� O 9'-4" CLG. o BATH 11 CLG. 9-4 CLG. 1 N ro P= F MASTER N "- 9 -4 CLG. °i L------- LIN. �,� 15-0" ;:� 8'_2" 000 ;; V-0" 5 SH. _LINE OF OVERHEAD DOOR 00 O 6080 BP r SMOOTH COAT SH IYWAI ^ - — - n 6080 BP = EXCEPT AT DIRSTUCCO I b 5 O SPACE KNEE o 1"T.O.B.B. m R& S 108 X 52" MIRROR V o ^ 7'-8 LF o N 3 1 a I---------------'e-- LINE OF OVERHEAD DOOR o 0 9'-4" CLG. 0. `V o � o o a3 -2 — — 40" X 5" M 2880 680 5LISH b r W OPT. 20 MIN. SOLID CORE TWO BAY GARAGE LPLT �N J L J FLAT ARCH SHELF 0 420 AFF - 10" -0' 5'-8° _ _ DOOR W/ RABB17ED JAMB OVERSIZED i ,O o B'-4" TO 9'-0" N R L° UTILITY 2'- WEATHERSTRIPPING 1 '� a° -4" CI.G.� 9'-4' CLG. T, 0 2880 1 b o (RO�H IN 0 10'-0" GREAT ROOM op BROOM 10'-8" CLG. •' CLOS. 16070 OHD O PAVERS o ,2 I 16'-0" 2,_0' — — ® 0 N H PATIO A4 A _ — _ _ — _ I �-- I CO 4'-0" 16'-10' 5'-0 1/2" 1, 3'-5 1/ ° 1. 3'-6" 6'-0" w •� B B EXTD co 1 w `0 Y ER ;, lo'-8" CLG. A4 1 1 . G'-8" CLG. N '_0" 4'-8" 5'_9. 3' 1. 2'- " -Lot o (2) 2880 PKT DRS PAVERS 1I PORCH 9 -4' CLG. c no a ® o '-1" 51- " 5'-1' 6'-4" . L COUNTER ®36_AFF— J L •o- b0 8 ® 4 DW DINING I DEN =� a G 10'-8" CLG. DEL SINK W/ DSP. REFI KITCHEN CROWN 9 -4 CLG. O d KITCHEN MOLDING ALL LEVELS o "' N v 12'-0" T n „ 10 -8 CLG. 15'-0" n 4� 13'-6" o RANGE W/ MICRO ABV. ' 2X4 BEARING WALL - — — — — — SEE STRUCTURAL " i w DELETE STD. BACKSPLASH (D SH 15 BH "m SH 15 O O SH 25 REICEIVIFED 109'-4" '-6^ JAN 2 2 2019 T.TDD.B.B..e.s. Perm tting Department 2'-2" 9'-0° 23'-r 7'-5° 6'-0" -D' St. ucie County, FL 42'-2" 7'-0' 20'-0" 79'-2" PROJECT LOG ISSUED FOR START 10-29.18 ISSUED FOR PERVIT 11.08-18 BUILDING COMMENTS 01-17-19 W d w � w W Z LU :D ZCn 3 N ` ui U r z o J a $ z0 O c O C C Q� c @ a N a T -0 U N a +� CL) c `w ro tc c CO E `" o v) w C) c 0 C 0 :5 -8 w E a O ++ aci G E E + o C- ` r� 2 E LU p O i '_ }, o CD C) F- av�i E cn c v c c p S o o CL)0 f U� Z O o U Itl Q 0 CD 0 .— L {V N l r V O J I� Z U O 0 W _j W Z Ln 1/4" = 1'-0" U.N.O. FLOOR PLAN A-2 Wm68 L 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 & ix 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. CONC. OR MASONRY ALUMINUM FRAME FASTEN TO BUCK W/ ix4 P.T. BUCK SET IN SEALANT AND NAILED STUCCO FINISH CAULKING 3/i6"x2 1/2' W/1-i12" CASE HARDENE PERIMETER 2x6 P.T. BUCK SET IN SEALANT FASTEN nTAPCON SCREWS 0 12 0/C PERIMETER SEALANT COIL NAILS AT 12" 0/C. 'MAX. CONC. OR MASONRY ix4 P.T. BUCK SET IN SEALANT AND NAILED W/ 1/4" DIA. x 3-1/4" FINISH CONC. OR MASONRY TAPCONS 3" FROM E.E. r� STUCCO W/1-1/2" CASE HARDENE AND 12" 0/C MAX. J OQo 0-0 F� CONC, OR MASONRY po COIL NAILS AT 12' O/C. ix4 P.T. BUCK SET IN ° o°O ' o Mom• DOOR TRIM SEALANT AND NAILED DOOR FRAME W/1-i12" CASE HARDENE COIL NAILS AT 12' 0/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ MAX, CAULKING CAULKING (2) J6 GALV. x 2" f�� BOARD ALUMINUM FRAME 7!!4 DOOR FRAME SCREWS ®2 -0" 0/C DRYWALL CAULKING FASTEN TO BUCK W/ 3/i6 x2-1/2" TAPCON FASTEN TO BUCK W/ DOOR TRIM SCREWS 0 12" 0/C (2) 16 GALV. x 2" PERIMETER SEALANT PERIMETER SEALANT SCREWS 0 2'-0 0/C STUCCO FINISH STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ BY DOOR MANE GARAGE DOOR ALUMINUM FRAME SECURE FRAME TO SILL #8 x 1 1/2" SCREWS WITH SILICONE 0 18" 0/C PERIMETER CAULKING GALV. STL. VERT TRACK BY MANF. FASTENED TO TRACK BRACKETS W/ CAULKING DOOR FRAME FASTEN TO SILL W/ FLOOR COVERING 1/4"-20x1/2" CARRIAGE 16 x 2" SCREWS BOLTS & LOCK NUTS O Qo o Qo 'o 0 2'-0" 0/C U° e 00.E O 'd ° GALV STL. TRACK BRACKETS FASTENED o . Ob. ° d ° f FLOOR COVERING o CONC. FLOOR SLAB TO WOOD JAMB W/ 3/16 x1-i/4° LAG SCREWS 2x8 P.T, ATTACHED TO PRECAST OR POURED SILL ,•+•. • ..;:r', 0 p 600000 . PERIMETER CAULKING M4NU.'S METHOD OF COLUMN W/ 5/8" WEDGE PERIMETER CAULKING STUCCO FINISH ATTACHMENT SHALL ANCHORS 0 2'-0" 0/C VERT. PREVAIL WHEN SUBWRED 6" MAX, FROM ENDS) AND GROUT BED CONCRETE SLAB W COMPLEIE INSTRUCBONS 2° FROM INSIDE EDGE OF 2X SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) TYPICAL INSTALLATION „ WINDOW ASSEMBLY ASTENERS AS REQUIRED Y WINDOW MANUFACTURER MARBLE SILL CAULK SEAM Al ,'MORTAR OR WINDOW INSTAL -'--- a . " " • d. .'a Q. .< ,..n. 'A . d DRYWALL d.' ".P .":: a '.d ,�... V 3/4' FURRING TO " MASONRY WALL d " d, nA. *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 LIQUID APPLIED FLEXIBLE CONCRETE FLASHING WATER PROOF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF� SPEC: SET SILL IN FULL MORTAR BED AND HEAD JOINT STUCCO DR DECORATIVE -CEMENTITIOUS COATING C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION THICK MEDIUM TEXTL ECORATIVE CEMENTITOUS FIN ON BLOCK WALLS, T DECORATIVE STUCCO )NC ROOF TILE, TYP. �!i•� ! = !!!!!a� I!!!!!!!!!!!�� !!!!!!!!!!� !!!!!!!!!!!!lll�a� ■■■g oil THICK MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. O D.P.= +31.9 PSF O D.P.= +31.9 PSF -34.7 PSF -34.7 PSF FRONT ELEVATION - TRADITIONAL - 10'-8" T.O.B.B. 9-4" T.O.B.B. )OTH STUCCO DS, TYP. - - 0'-0"-FIN. FL. SLAB — 0_ - FIN. FL SLAB _ PSF O D.P.= +38.4 PSF THICK MEDIUM TEXTURE REAR ELEVATION - TRADITIONAL DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. O D.P.= +4.9 PSF 2PSF LEFT ELEVATION - TRADITIONAL 1 1 =& Wn 1: , IV - 0'-0" FIN_ FL. SLAB PROJECT LOG ISSUED FOR START 10-29-18 ISSUED FOR PERMIT 11-08-18 W cl� m m a ij z Z J ?z N x 3 ti M LL U j v LL r Z J a u° Z C f� 0 L a 0 c C> O p � c = EL O 'Ol Lnaa� p t tp E vi Ln aT 2 N O ,Lmy lwn c ro i = C7 u o -0 0 p O. � C E otWo��a p tp N E p O E L L p d C O V E c o rnt; co 0 (J� C w cu E tt�pco C7 Z CS-'u tn -O OR Q U a) ow �u 0 ep c _ LLI o 0 JVow C-4 $ 0 r-� 2 h a O J A � 00 0u w W_ 00o U 0 J 1 W 2:Lr) 1/4" = V-O" U.N.O. ELEVATIONS as Fir; ,f I MW - 68 PROJECT LOG ISSUED FOR START 1 10-29-18 ISSUED FOR PERMIT 711- 88.18 ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2775 (SQ.FT.) x 144 = 399,600 SQ IN. / 150 = 2,664 SO. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (178 LF) VENT = 2,670 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT BARREL CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 30/ FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG, WOOD ROOF TRUSSES 024" 0/C TYPICAL W/APPROVED GALV TRUSS ANCHORS EA. END Ad-, SEE PLAN/ ELEV. Gill MR. DRIP ON IX2 P.T. 2x6 PAINTED TEXTURED—/ SPRUCE FASCIA FINISH ON METAL LATH ATTACHED 3" CONTINUOUS VENTS ALL SIDES ISS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONIC, BLOCK DO NOT EXCEED 5/8" THICK R 4.2 BETWEEN STUDS . FL. SLAB 12 6 12 a=4.0" �6 a=4.0" I t I I i I I I t i i I i I 10'-8" T.O.B.B. 11 S-0" — _ 9'-4" T.O.B.B. INSULATION J PER ENERGY CALC. RAT RUNS PER - TRUSS MANF. I 5/8" DRYWALL OR 1/2" "TOUGHROCK" ((OR EQUAL) APPLIED TO : r act ':a,• UNDERSIDE OF TRUSSES FIRE STOP 5'-0" CONT. 8"x16" MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CONl" CONT. METAL POUR STOP 1/2" DRYWALL O D.-32.7 PSF -32.7 PSF IX2 P.T. FURRING ® 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE II / MONO, _ CONC. FOOTING IhIF SEE FOUNDATION PLAN FOR NOTES & DETAILS i F11� I I� iii M1,1 TYPICAL WALL SECTION SCALE 3/4" = 1'0" STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) Product Submittal Shut vinylcorp =om 8000 NW 79th Place P 305 477.6464 Gim , e..v, unr .,tamal it i' Miami, Florida 33166 F 305.477 4108 Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp, plaster. �k-=-�'`� CS58-300V 6/6"3" w!de vent (one pleas) 6" overall widlfi, perforatetl flanges 15 r 3" $ORlt Vents -Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp piaster. Vent Clips are provided to connect Soffit Vent and to assist in alignment. Vent area: 15 square inches per lineal It Caulk all Interceptors, butt joints, ends and corners at time of installation. goProduct Submittal Shut � c;toP A 11huoica m v nyicoP.mm n 79t -.. � P b r414 CWkMia~YMIIrin0 �yW11h Clarkwestern Dietrich Building Systems i1C Mil Florida 1,56 I t31,64 i<JS Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of To available. ..^"" 1578-60UL 7/8"x112': B-1@" solid flange, 1-3/4" perforated flange r Mid Wall Control Joints -Designed to relieve stress and assist in controlling cracks In exteridl wall finish. Intersections of Ts available. '— US Patent Number 7, 767,450 Caulk all intersections, bud joints, ends and corners at time of installation. 15 0 COVERD PATIO SLOPE ICI I',I�I OD.P.= +31.9 PSF -34.7 PSF ElD.P SF -36.3 PSF THICK MEDIUM TEXTURE DECORATIVE CEMENTTTOUS FINISH ON BLOCK WALLS, TYP. 12 6 PRE ENGINEERED WD. TRUSSES -al © 241' 0/C TYPICAL GREAT ROOM 11 J D.P.= +33.4 PSF O-36.3 PSF 6'-0" — - - — 0'_0" FIN. FL_ SLAB -------------- -------- RIGHT ELEVATION - TRADITIONAL STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) 10'-8" T.O.B.B. 9'-4" T.O.B.B. 0 kid, V W Ch IN oldJ od w J n Lu dodo ul W Z Zup K Lj U N J n Z Q N m 0 a Z L Oa 0 c 0 0 co Cn o rca ca aJ a O 'u Ln O U v o E .N co N aci o _ cu (L) � 0 aJ 4T (10 -o c co c o� 5 o c n N E I=O Q O C= S 2( mw L y t@J E O En a--, GJJ C _ LO C y O zm 8 - U U 2M OU 0-L v -0 o N 1n' DEIM71177®7 Z COV. FOYER PORCH ��EEl0DM® Ice SLOPE Or 0" FL. SLAB O SECTION A -A - TRADITIONAL © r/ti LU R ` C CD8t— XQQ o1.0 J i rA 0 � Z O J _ ICI ILL. A ICI Z ooU L1J T�., 00 0O U V 0 � 4 W -J t i 1/4" = 1'-0" U.N.O. ELEVATIONS SECTIONS IL A-4 - MW=68 PROJECT LOG ISSUED FOR START 1 10-29-18 ISSUED FOR PERMIT 11- 88.18 ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS t CONNEC70R NOTE . MFR. SPECIFICATIONS SEE -PLAN 4N RY BOND BEAM STOP L QCONNECTION DETAIL 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# 4CONNECTION DETAIL PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND Q.H. CONDITIONS USP HDPT2 OR HDPTD FASTEN TO WALL W/NAILS PER SCHEDULE AS READ. FRAME BEARING WALL E qEL�� V. .DEL. TOP PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U-STRAP 0 R TOP PLATE ,AND DOWN EACH SIDE W/ (6) 10d NAILS (TYPICAL) W/ WOOD STUDS 0 16' O/C (PER PLAN SOLID BLOCKING 0 4'-0" O/C VERT. MAX. STRAP BOTTOM PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U-STRAP 0 R BOTTOM PLATE AND UP EACH SIDE W/ (6) 10d NAILS (TYPICAL) 5/8' WEDGE ANCHORS 0 24" O/C AND 6" MAX. FROM OPENINGS W/3"x3"xl/4" STEEL WASHERS EMBED 4" MIN. FLOOR SLAB SECTION 4 CONNECTION DETAIL A5 ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 2 4 6 8 10 12 8d 220 440 660 880 1f00 1320 fOd 265 535 800 1065 1333 1500 LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2106 355 788 247 BF34-iB/iT 2 4'-0" 7729 857 4771 286 8RF14-i8/iT 3 5'-4" 5809 157 3057 48 8F16-iB/iT 4 7'-6" 2882 130 1548 97 BF16-lB/iT 5 7'-6" 2882 120 1548 90 BF16-lB/lT 6 7'-6" 2882 355 1548 247 BFi6-lB/lT 7 4'-0" 8859 1270 5572 435 8Fi6-lB/lT 8 3'-6' 10000 1253 9578 436 8F32-lB/lT 9 3'-6" 10000 1253 9578 436 8F32-lB/lT 10 7'-6" 7857 0 3323 0 8F32-lB/lT 11 13'-4" 3250 0 1178 0 8F32-lB/lT 12 10'-6" 1533 423 914 275 8Fi6-1B 1T 13 9'-4" 2000 210 1027 82 8F16-lB/lT 14 14'-B" 1079 217 477 75 8F16-lB/lT 15 7'-6" 2882 271 1548 95 8F16-1B/1T 16 7'-6" 2882 946 1548 330 BF16-1B/1T 17 3'-6" 10000 1841 7428 650 8F16-1B 1T 18 5'-4" 5809 840 3057 291 8F16-1B/1T 19 7'-6" 2882 355 1548 247 8F16-lB/lT 20 4'-0" 8859 250 5572 100 8F16-lB/lT 21 4'-0' 8859 250 5572 100 8F16-lB/lT F = l fll WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF UNTEL CAVITY BF16-1 B/1T L NOMINAL HEIGHT L L QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP , TYP. 0 WALLS 8U8 8F16-OB/1T Clio,' 10 REBAR AT TOP (1) REQ'D i-1/2" CLEAR C.M.U. IHIilPII a 15 REBAR REINFORCING PROVIDED IN UNTEL (VARIES) 7-5/8" ACTUAL NOMINAL HEIGHT 8F24-OB/iT 8F24-lB/iT i". 8F30-1B/lT (3) i6D TYP. f DIAGONAL BRACE RE 4'-0" 0/C, TYP. 2x4 LATERAL I 0 4'-0" 0/C, 2 10d TYP.� TRUSS G48EL END BLOCKING TRUSS TOP CHORD SEE PLAN NAIL SHEATHING TO LADDER EDGE PER DIAPHRAGM SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) 2X4 LADDER AT 16" 0/C (8" MAX. O.H.) 2X4 CONT. LADDER EDGE W/ (2) 16d NAILS 8" O.C. TO TOP CHORD OF TRUSS WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO TRUSS. SEE TRUSS ENGINEERING DETAILS FOR TRUSS CONNECTION REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 TEE -BRACE AT EA. VERT. NAIL W/16d NAILS 0 8" 0/C A7 CONNECTION DETAIL CONT. CONC. OR MASONRY TIE BEAM SEE TiE BEAM SCHEDULE 0 ui S Q- Lu a Lu j LL W a 0 z Q O W N z 0 O a c o "- 0 ai co 0 c `o o ra c fl C o c 3 .0v o. i Qh Oi O c s ra Q a� c _ y n o aa�;�o� EoCU $ E 2 v o v L ~ o 0 " o me 0 o o w E� d U 2M t ,`_, COf -1 C o 0 U ca t ro V u O C Al C Q 2 Ll N .c i O O r h LC9 N 04 r. s\ V O 10 J I� _ F ICI A z � w F-1 0 Lu in U J ' LLJ 1/4" = 1'4' U.N.O. STRUCTURAL PLAN A-5 W=68 PROJECT LOG ISSUED FOR START 110-29-18 ISSUED FOR PERMIT 11-08.18 HANGERS TO BE USED (Simpson) or (Usp) QQ HUS26 Q HUS26 HGUS26-2 THDH26-2 QD HGUS28-2 QD THDH28-2 0 HHUS46 0 THD46 LUS24 ©JUS24 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9P-4., 101-8" TRUSS BEARING HEIGHT SCHEDULE NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1 f I O RIDGE CAP & ROOF MEMBRANE I L 2x RIDGE BOARD (2) SIMPSON H10 CLIPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL 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 ALL WOOD TO WOOD CONNECTIONS SHALL BE USP HTW20 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGW NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. LEDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL SPAN RATING 40120 19 32" 24" 0/C MAX. SHANK 6" 0 C SHANK 6" DIG SHANK 6 0 C SWANK 9" 0 C SHANK 6" 0 C SHANK 4" 0 C SHANK 4" 0 C BLOCKED AS SHOWN ON PLAN EXTT, WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL I SPAN RATING 40120 19/32 16" 0/C MAX, Bd RING- SHANK 4" GIG 8d RING- SHANK 1 4" 0 C 8d RING- SHANK 6" O C NAIL CORNER STUDS AT 4" 0/C MAX TYPICAL BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- WT. WALL EXPOSURE 1, OR EQUAL SPAN RATING 32 16 15/32 16" 0/C MAX. SHANK 6" O C SHANK 6" 0 C SHANK 12" 0 C BLOCK FREE EDGES 16n MAY. Les. m RGR MAY I RS. F.F. TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (FI) 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" - 825 1 1650 1 335 111 670 380 490 TC-2 TA14 (7) ?Od x 1-112" - 1115 2310 3J5.1 670 1 380 1 490 TC-3 TA16 8 10d x 1-112" _ 1205 2410 335 1 670 1 380 1 490 TC-4 HWTM16 (8) 10d x 1-112' (4) 3116' x 1-314' Wi18 950 1 650 - 645 - TC-5 HTA16 10 10d x 1-1 2 - 1400 2800 325 650 395 1 790 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2003. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 4 H m 1:➢Tm!RTa1eR7y! w i W U H 1An WAY IRC LJJ M Lu W a Lu Lu LL Lu W = z N Q w ow N r m , p rn m O Q N O Z 0 a C 4r� O s O @ca cn C O W d C A Co Z t .� OL O O .n U O to [= - a C N E ru y_ .' o L CD C ca _ C.7 O C E O d C pCj O O C Q U w E E O m o .2__ av _ oa o o c° E o'� � _ �_ U.) vi c W U.0 o N O u.iw ELn � ra i2 O d Z L U O a I' L• 1 F • W z O ICI J L1._ N� �I A ~ A z C) 0 -� O u w 00 n n i Q J �W U) 1/4" = V-0" U.N.O. TRUSS PLAN A-6 iT, T 1 wil J DUPLEX RECEPTACLE SWITCH AT 12" A.F.F. SINGLE POLE DUPLEX RECEPTACLE SWITCH B AT BASE a THREE WAY DUPLEX RECEPTACLE SWITCH C AT 8" ABV COUNTER 4 FOUR WAY DUPLEX RECEPTACLE SWITCH FLUSH IN FLOOR R RHEOSTAT ® DUPLEX RECEPTACLE SWITCH (I GFI GROUND FAULT rD DIMMER DUPLEX RECEPTACLE f SWITCH TOP REC. SWITCHED K KEYED ® DUPLEX RECEPTACLE SECURITY rIWP WATERPROOF KEYPAD 1� DUPLEX RECEPTACLE Q JUNCTION iUC UNDER COUNTER BOX O INTERCOM p DOOR STATION CHIME ELECTRICAL SYMBOLS 4 TELEVISION JACK sD SMOKE g EP.&L. METER & DISC. PRE WIRED DETECTOR 220 V. RECEPTACLE IS SMOKE / CARBON ® BREAKER AT 12" A.F.F. MONOXIDE DETECTOR PANEL © HVAC SWITCH EXHAUST THERMOSTAT DISCONNECT FAN Q INTERCOM PADDLE FAN OR WD/ LIGHT FL EXHAUST FAN AT 60" A.F.F. W/ W/ LIGHT TELEPHONE OUTLET Z RONEWIT LIGHT pR LV DOOR ® AT 12" A.F.F. EISMEDQflMEMNTED. RELEASE wu TELEPHONE OUTLET FLUSH IN FLOOR INCANDESCENT LIGHT FIXTURE WALL. MNTED. (Vi I VOLUME CONTROL ®SPEAKER I QUADRUPLEX IN CLG. RECEPTACLE SECURITY 0 HI HAT TR LOW VOLTAGE LIGHTS CLG. MOUNTED TRANSFORMER ® RECESSED ® HI HAT F B FAN BOX EYEBALL VAPOR PROOF IN CLG, ELEC. PANEL "UNIT A" 200 AMP CIRC, DESCRIPTION POLE BRKR WIRE VA. 1007 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 B 0 0 1 RANGE 2 50 6 12.0 0 1 DRYER 2 30 10 5,0 0 1 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 20 12 1,5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 15 0 10 GEN, LIGHTING 1 1 15 14 1 5.5 0 38.4 1 9.6 1st 10,000 at 1007 = 10.00 REMAINDER AT 40X = 11.36 A/C LOAD AT 657 = 6,24 TOTAL = 27.6 x 1000/240 = 115 AMPS CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 1,832 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,496 / 10 (GEN.LTG.CIR.) = 550 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0-SC9120B KIDDE SMOKE-21007581 C/O 21006377-N NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DEFECTORS PER 2017 NEC 210-12 (B). ALL VANITY LIGHTS TO BE 100" A.F.F NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS PROJECT LOG ISSUED FOR START 10-29-18 ISSUED FOR PERMIT 11-08-18 W o w u d J z UJ z z W > LL J K LL J z J d ❑ Z 0 0 a c r "— O N O CT +-� C C C cn " N E2 a) 7� oo c o- n c 7 O '� Ln N U N N ro c au_ w ate) p`n� c = a) o Vf �` a no ca o 'o `n c o c n Uo a) E E +� c Q) 0) N a) O U ~ O (n c C p 2 vi Q) N p w a) E ca S Z o d M up U a C7 f- N / \ 0 ------- / (` a E 4 (1) SETS OF (3) 4/0 AWG. THWN / ° ° N p to F- — — — — — — — N IN 2" CONDUIT / a_ f93 / sn °I79 iz = o L J CU ===�rl 200 AMP SERVICE IUD L T fZ 0 METERdM L — JL_ m ICD DISC. COMBO A" I I ° ATH 2 e UTILITY PHOTO CELL 0 U O PANEL I SENSOR IN 200 A i 1 12 a FLUX 2 I SOFFIT I LLU 12'— „ GFI ON #" C d B 4 5/8" GOX 10' CU SUPPLEMENTAL GROUND ROD I I G iLx� O J AND TO ONE REINFORCEING BAR IN I o LO THE FOUNDATION 20'-0" LONG MIN. I i e — — —CN FLOOR OUTLET pp W/BRASS COVER E ELECTRICAL RISER DIAGRAM l i Q i COV. PATIO GREAT ROOM FOYER 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. O I� J LL_ F"I FBI Z 0 W O LIJ ' _JJ W 2: (I) 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN E-1 PROJECT LOG ISSUED FOR START 10-29-18 ISSUED FOR PERMIT 11-08-18 MASTER SUITE 6x6x4 WIC FM EXHAUST 50 FM 6x6x4 EXHAUST 8 x 8 x 6 2 71 CFM Z"O tR. 100 10xi0xB 904„o181CFM ° - O O r�M COV. PATIO 12x10x8 193 CFM 1�x10x8 176 CFM er 5x6x4 ° 11 CFM H 2 1 INC IA 12"x12" R.A.G. W/ 8110 FLEX Q 20"x20" � ��. Le•.e•At GREAT ROOM AH L-'( 3JON 12"0 n ,2 x12 al �I R.A.G. 10 ° W/ 2"0 ° nFr FLEX 7 7„0 I DINING KITCHEN 1cx1Ox7 112 CFM cu_- 3-TON BEDROOM 2 DEN 1®xlDx7 143 CFM 177 UTILITY 6x6x5 / 45 CFM PSx6x6 30 CFM FOYER 1ox1*xa 1,64 CFM 4" 0 DRYER EXHAUST PORCH CART TOTAL AIR VOLUME CUBIC FEET = 17038 7 TWO BAY GARAGE DO NOT SCALE PLANS NOTE: ALL RETURNS SHALL HAVE DIRECT DUCTING TO RETURN AIR PLENUM BOX. MAI u.i m < Lu u U a J LLJ � r 4 w m LL x LL w Z & m J Q ^atez Z C O° O c) c two "- 0 0 m c c cp 0 O d T 0_ — 7 O t O O N '0 rp D c a� o � — c ro c E ro c o ai E E 0 `—° o o E a.) o_ U � cn cu _ � (Ij 0 0 �� LD o z -0 O J A z 0 u W O H � � J W M (~l) 1/4" = 1'-0" U.N.O. MECHANICAL PLAN M-1 W=68 /SD/- COOIa LL-' � II ' PE 7 05'I -o I STA1�� 7 i� ��f�47 '//III111, ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9,_4„ 10'-8" TRUSS BEARING HEIGHT SCHEDULE JAN 0 2 2,319 ST_Lucie County; N O TE T ss shown On this layout are a component part of the bulldir a show tn,aa location. Proper erection, temporary and permanent bracing design ore the responsibility of the building designer or his @ngineer . Lateral bracing shown on the individu truss drawings Must be placed during the erection procedur COUn APPROVED TRITSS TNCHOR BY BUILDER SQUARE CUT OVERHANG 6 (12 13" 13RG. L 2'-0' I TYPICAL TRUSS END I)[- TAIL HANGERS TO BE USEL) .l HUS26 © HGUS26-2 HGUS28-2 HHUS46 LUS24 o r (USP) OA HUS26--- © THD1126--2 THDI 1')R--,2 01 TH1.)v L� JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE RI STRICT ACCORDANCE WITH TIIIS PLACFMFNT I'LAEI. 3) RECEIPT AND USE OF "BCSI-81 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNFr;TED WOOD TRUSSES" (TPQ. 4) NO BACK CHARGES OR CRANE CHARGES or ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MN( --MT. SIGNED TITLE DATE All spacing is 24" O.C., except as nnted, All walls shown are bearing, except as not>d. All valleys calculated with sheathing under. Number of girder plies to be determined by eng%veering. DO NOT CUT OR ALTER TRUSSES W/O AUTHORIZATION rRt)F1 fills OFTmE. Labeling trusses is a service, not a requirement. Fngineered drawings supersede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting truss=.s. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE flAlfUrPlInp1m, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED 10 SEFX PROFESSIONAL ADVICE REGARDING ERECTION BRACING WTIICII IS ALWAYS REWIRED To PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WFCH MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE"BCSI-Bt SLmm,y She -I. COMMENI^PY omd RECOMMENDATIONS for HANDLING INSfAWNG & BRACING METAL PLATE CONNECIFU WOOD TRUSSES- (TPQ. TRUSSES ARE TO BE ERECTED AND FASTENED IN A SIMIGIT ANI1 PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY To 711E lnr' nlm,c; wry SHALL BE BRACED AS SPECIFIED Of DIE TRUSS DESIGN. TRUSSES SHALL BE HANDLED IWTH REASONABLE CARE DURING ERECIIni In rPr•s nl DAMAGE W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNrCTIOPI;. E-4 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWAPE ® CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, rOR NI REACTIONS GREATER THAN 5000 POUNDS, OR SKEWFO, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK AU. REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope)/ASCE 7-10(Low Rise)_ Exposure Category : C Bldg Category : 2 Wind Design Vrlority r 1U.. "I'll Imp. Facia : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Ilvlghl • 7 t?' Brim M Bleddy Sheol Eng 176051 2590 N. Kings H'O"y Fart Pierce, IT 34951 (777) 161--1160 E V—.......-..-__.....__... _ ... I I 0 N _ S usmrrt u M--r— -- Grenadine Traditional Oo 11 O5 18 PHG Q910d1101f0�11A1d-� -- GENERAL NOTES 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 APPUCABLE AMENDMENTS 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPUANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.0 FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL. FLOOR BLW BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE BTM.. BOTTOM GALV. GALVANIZED CLG. CEILING GFI GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL. GLASS COL. COLUMN GWB GYPSUM WALLBOARD CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL. DOUBLE HPS HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SUDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION DW DISH WASHER INT. INTERIOR E.E. EACH END LG, LONG ELEC. ELECTRICAL LIN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE L.T. LAUNDRY TUB Contractor Copy MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C ASTM GRADES NI OR NIT. PROVIDE PRECAST 00-90. LINTELS AS NECESSARY. (fm = 1500 PSI) R " 1. ix2 P.T. FOTHER P HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND T. MAX.VIDE VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWY WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. ALL GLAZING WITHIN 24" AND PARA I LLEL ALLEL TO A DOOR SHALL BE TEMPERED 2 ALL WIRE SHALL BE THHN 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 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 DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST RENEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. 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 METALUC SHEATHED CABLE VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20' WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR tat FLOOR WINDOWS. THE OFFICE FOR REVIEW TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ' 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFUCT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. M.C. MEDICINE CA BINET CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. M.R.H. MEAN ROOF ST. STIRRUPS '�. COLUMN SCHEDULE, 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL. STEEL 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS 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 MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. MIN. M.D. MINIMUM MASONRY OPENING T.O. TO.B.B. THROUGH OUT TOP OF MASONRY BOND BEAM HORIZONTAL:. BEAM SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MONO. MIL MONOLITHIC METAL TO.PL LO.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK "C) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE "TIMBER 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. OVER HEAD DOOR TYP. TYPICAL NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE 5. GENERAL, 'BB") MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13, DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. P.L.F. POUNDS PER UNEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE 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 P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 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 SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED ' TO FIT BLOCK BIN CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. PART'N. PKL PARTITION POCKET WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602-- WORK' 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8. PLYWO. 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 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 S.C. S.G.D. SOLID 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. SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWRE FOR GARAGE DOOR OPENER SENSOR. SH SINGLE HUNG 7. CLEANOUT OPENINGS SHALL PROVIDED AT THE BOTTOM GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM AND SHALL HAVE STRENGTH IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRYWIRY NOTES (UNLESS NOTED OTHERWISE) ALL PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, ST, LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: VERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING *FILL BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHD 16070 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +24,9 PSF +39.2 PSF -43.7 PSF 2-3/4' MIN. EDGE DISTANCE. 6' FROM END -27.7 PSF B FL-7630.1 3080 DR THERMA TRU N/A 1/4" TAPOONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -%0 PSF 8" & le O/C MAX. SPACING. -34.7 PSF C FL 17499.1 SH 36 MI WINDOWS & DRS SG- IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF D FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PS 0 10" O/C MAX. SPACING & 2- FROM EDGE -34.7 PSF E FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF F FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.- +33.4 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF G FL 17499.T (2) SH 26 M WINDOWS & DRS SGL IMPACT 3/18" TAPCONS W/ 1-1/4' MIN EMBED _ D P. t29.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -37.7 PSF H FL 22401.3 12080 SGD MI WINDOWS At DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.4 PSF +55.0 PSF -55.0 PSF 0 12" O/C MAX. SPACING -31.2 PSF I FL 17499.1 (2) SH 25 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 TO. O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF J FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SG. IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D,P.= +33.4 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF K FL 17499A SH H33 MI WINDOWS & DRS SGL IMPACT _ 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2- FROM EDGE -36.3 PSF L FL 17499.1 SH 35 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 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF M FL-9174.10 R12 9100 OHD 6070 WAYNE DALTON N/A W/ 70 111tN WASHER & 2-3/4' MIN. EMBED. D.P.= +29.9 PSF +39.2 PSF -43.7 PSF 2-3/4' MIN. EDGE DISTANCE. 6" FROM END -32.7 PSF N FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +29.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2- FROM EDGE -32.7 PSF 0 FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF 1 0 10' O/C MAX. SPACING & 2' FROM EDGE -32.7 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULUONS FL 153314 MAX. 104-1/4' HORIZ. MI WINDOWS & DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CLIP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 ROOFING NOA NO. 17-0822.13 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 paf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO.17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SIBS UNDERLAYMENT INC. PLIES NAILS AND IN 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 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, CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301 ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A DETERMINED BY AN APPROVED LUMBER GRAMODULES ODUDING L SSN LAST10TY OF 1600 KSI OR BETTER, AS 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2° UNFORMED 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 24 0 24" D.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 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. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE NTH FOOTING CENTERLINES UNLESS OTHERWISE NOTED, STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. SUBSTRATE AT 4" O/C AS FOLLOWS; CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY N7H F.B.C. PLUMBING CODE CHAPTER 11. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S:F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4 PENETRATION INTO VERTICAL WOOD 4, ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, M ERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-55 BARS BOTTOM. IF DROP EXCEEDS V. MTL. FRAMING: SELF TAPING SCREWS R12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC, 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING NTH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES 1-1/2" LONG AND .120" DIAMETER U.N.O. _ 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HGAZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY NALL 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" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9, PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL IF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSIITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, ;. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: "ES "0"'0' G"" n GRENADINE CLUB LOT 68 MEADOWOOD COPYRIGHT 2010 TYPICAL "MI" WINDOWS N V ■ N . N Ll L cD � t0 c0 18d" 36" 52j" 254" SH 15 SH 25 SH 35 SH H35 M.O. 20 1/8" M.O. 38" M.O. 54 1/3' M,O. 27 1/2" C 2x, OR 5/4 BOARD P.T. WOOD BUCK iR" 1x, 2x, OR 5/4 BC P.T. WOOD E 7f1" 'SR" FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN Ir (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 LESS THAN',' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL 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 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 1 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE �I LESS THAN k" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION UYE PEAQ PARTN TOTAL GROUND FLOUR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 ME11 UUTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WND DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10, DESIGN PRESSURES FOR EXTERIOR DOORS AND WNDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS 2x P.T. WOOD BUCK SHOWN TYP ICI ICI ICI ICI M.O. 35 1/4" W M.O. 37 1/4" W M.O. 41 1/4" W M.O. 55 1/2' W M.O. 78 1/2' W X 98 1/2" H X 98 1/2" H X 98 1/2" H X 98 1/2" H X 98 3/4" H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB I`\J ME 0 EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24 5/4" BOARD OR 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND # DEAI L SCALE DETAIL oWG. SCALE SECTION Owc. SCALE SECTION Gwc. SCALE INTERIOR ELEV. SCALE BEAM LABEL AREVISION N NORTH ARROW -- /•- - BREAK LINE 0 R' 4' 0' NNR. 11 l GRAPHIC SCALE SCALE DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 owc 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL _1I_ZL11C 0'-0" F� POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION PROJECT LOG ISSUED FOR START 10-29-18 ISSUED FOR PERMIT 11.08-18 W o LLJ N w 6. J J W < Z QLd � LL m LL w D K N U J F z o J Q w N z o Oa o 0 an C 0 c @yT n c = -0 Z d 61 L m E "' $' _ pO tn �Cn aj N� C = N O CL M ` C E CL C 'C 4 a o.a EEi E o0 0. a �c•E810 0� E v� c C Q S IN vi d c� n• O O W ~O N E ry N S U Z n -a TO CM. z 0 E Cie a CD u G _ W ry U VNNN 0J 2 CV 0 Z 0 &C kNNE p BY y t �tICi, It Og arty o �I -1 V- h-0 A ~ A Z o = FNNNO0 O lit 00O V W 1/4" = V-0" U.N.O. COVER SHEET �-6 Z lJ 00 WwW Jww wof JAN 0 2 4U � ST. Lucie County, MW - 66 PROJECT LOG ISSUED FOR START 10.29-18 ISSUED FOR PERMIT 11-08-18 FOOTING SCHEDULE DETAIL MARK SIZE hD REINFORCING DESCRIPTION NO. W12 15 CONT EXTERIOR MONOLITHIC F-1 20" x 18" BTM. ONE STORY 1 W12 15 CONT. EXTERIOR MONOLITHIC F-2 20" x 18" BTM. 0 RECESS 38 ISOLATED F-3 3-0" x 3'-O" x 12" W14 /5 BTM. EW. PAD 7 W12 15 CONT F-4 20" x 16" BTM, INTERIOR MONOLITHIC 27 EXTENDED F-5 36" x 20" x 18" W14 15 BTM, E.W. EXTERIOR MONOLITHIC 19 THICKENED EDGE TE-1 10" x DROP x CONT W11/5 CONT, AT DROP 34 CONC. FOOTING TE-2 8" x 8" x CONT W1115 CONT. AT SCREEN ENCL. 37 INT. BEARING WALL SEE FRAMING PLAN TRANSVERSE REBAR ONLY AS READ. SEE FOOTING SCHED. WELDED WIRE MESH -..-. r.-,_. CONT. REBAR EQ. 7CEQ SEE FOOTING SCHED. DULE 27 OMIT CENTER BAR WHEN ONLY (2) REOD. IN CONT. MONOLITHIC 16 MATCHING DOWELS FOR COLUMNS 48 BAR DIA. FIBERMESH OR ., A MIN. W/STD. HOOKS WELDED WIRE PAD REBAR MESH (SEE .I SEE FOOTING SCHED. } SCHEDULE) •II' EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY. 4L =__ I SEE OTHER SEE SCHEDULE DETAILS FOR FOOTING BEYOND SEXT. MONOLITHIC AT PAD 9'-4" i0'-8 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION C-1 8x8 BLOCK CONC. BLK. W M FULLY GROUTED CELL WII -15 VERT. EA. CELL 0 8'-0" 0 C MAX. OR AS LOCATED ON PLANS C-2 8xl6 BLOCK CONC. BLOCK W12 FULLY GROUTED CELLS W 1- 5 VERT. EA. CELL C-3 8x 12 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS W12-15 VERT. C-4 12xl2 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS W14-15 VERT. d. W ayl 0 C FIBERMESH L'JR-'. i-5 CONT• 3" MIN, COVER 10" 34 THICKENED EDGE #1 $" MATCHING DOWELS FOR •I•. CONC. OR MASONRY �'I` COLUMNS 48 BAR DIA. SCREEN ENCLOSURE r4"'' 1 COLUMN MIN. W/STD. HOOKS FIBERMESH +' '.I: MATCHING DOWELS FASTENERS BY SCREEN MFGR. 48 BAR DIA. MIN. BRICK PAVERS GRADE de' II, W/STD. HOOKS REBAR i�•. SEE FOOTING SCHED. ��: 7 • II' N z FINISH GRADE FIBERMESH n 4FDOTING "a •'Fr 2_:_8" x 8" x CONT. CONC, FOOTING OR PRECAST LINTEL FILLED SOLID PADREB4RWITH CONCRETE SEE FOOTING SCHEDULE I �—III—ITr I I=_ REINFORCE W/ 1#5 CONT, EQ, EQ, EDGE BARS ALWAYS SEE SCHED. REMAIN. SPACE OTHERS I ITll-1TI MUD BED FOR LEVELING W/ LINTEL TYP. EXTERIOR CONT. EQUALLY scHEn, O MONOLITHIC FOOTING O ISOLATED PAD 38 EXT. CONT. MONOLITHIC 37 SCREEN ENCLSOURE FOOTING DETAIL /9 -2 26'-4" 6'-0. S-5" V-10" 10'-3" 6'-0" 18'-4" 6'-4" 6'-0" 6'-0" 6'-0. 2'-0" 6'-4" 6'-0' 6'-0, 6020 FG SH H33 SH 35 (TEMP) (08S URE) (EG ESS) HEAD 0 8'-0" HEAD 8"-0" HEAD 8"-0" 6070 OHD ® ® ® ® ® F1 F2 --=r— 0W — — — — — — — — — — — — — — — — — — i M 6\ 3 TIFOR W o HOWER PANL LARGER ON ALL; ao — — — — — — — HAN ACTUAL FINISHED DIMS/ // �v� m 6'-0" SHOWN HERE " I 1. '- // x a= o x z 26'-8" 8• N m �..b IOO�omtOm a ou I O NOTE: FORM GARAGE SIDE DEMISING WALL` " RECESS 1-1/2" SMALLER THAN ACTUAL I Np 4Q = SHOWN HERE x FINISHED DIMS I N v xm UNDER SLAB 4" CONDUIT N I V 0 m A/C I F1 5'-5" 3'-8" // a I m ¢ T.O.B.B. L—----------- I i 0'-0"FIN. FLOOR SLAB o O//z� n� C2 • o / L�oy I ® C2 ® I NOTE: g N \ 5' -0• 5'-0" I I o m I ALL COLUMNS ARE Cl U.N.O. r-4" 17'-10" W F2 o in I II i — — — — — — — — — — — — — — — — — — — — — — — — — _ d2 11®® g 1o'-o• I �� ® ®® C9 16070 OHD PAVERS m I '-0" '-0 16'-0" 2'-0" . FLOOR OUTLET Z- V-0• L 2'-0" m W/BRASS COVER IL C3 - ---4" I 5 PAVER RE ESS F 1 --�-- A4 A4 I I 3beo z'- " s'-o" � '-o E>ar D I I n I n'- " PROVIDE / ELECTRIC TO ISLAND I ® ® PAVERS L— —i I❑ I ® o I c C2 ® I n n I® J F3 j j 14'-4" C4 F3 I N 110 I I C L------- _j 0I W o d r_1 I x o M I I I I I I® � I ❑� I TE-2 L-- — — — — — — — — — — — — — — — — — — — — — — a—J L----------------- o L — J '�' F3 "m C4 — — — — SH 15 SH 15 SH 25 C4 L F3 — J HEAD 0 8"-0" HEAD 41 8"-0" HEAD 0 8"-0" N1'-" 9'-4" T•O.B.B. 4'- " 5'-10" 6'-0' 4'-6" 7'-l" 9'-0" 23'-7' 2'-2' 7'-5" 6'-0' -0 42'-2" 7'-0" '-0. 9'-0" 20'-0" 79'-2' w a. o 1� ui a D Z J —j w � ZLu J N d w O W j 0 a A 4 m N Z Oa 0 c r}a o c c ro a > 3 .� fl- 01 C a o f; E c ro E +� 9 ' n a� '> 0 o = E ca- c o aci o c a a� E E o fO vo o n +E a� E 5 c @ cu o � 0 U E [n cn c O O = O uj o y C9 fa c E. A0.0 A z p 0 O W O w F- Q J _j w c i 1/4" = V-0" U.N.O. FOUNDATION PLAN ) z A-1 CJ a 0 68 v CALCULATIONS TOTAL U/A 1832 S. F. COVERED ENTRY 121 S. F. COVERED PATIO 238 S. F. GARAGE 584 S.F. TOTAL AREA 2775 S.F. TOTAL AIR VOLUME CUBIC FEET = 17038 (4) 20 METAL STUD FLOOR RO CEILING GARAGE FLOOR blk ELECT. PANEL / CHASE DRYER VENT LOCATION FRONT VIEW 6'-6" O " b AC CONC.PAD DETAIL ALL WALLS SHOWN'7'h' THIS LAYOUT ARE TO BE LOAD BEARING FINISHED CEILING 2x WD BLOCKIN EACH SIDE OF FOR MOUNTING 2x MTL, STUD! TYP. FINISHED FLOOR Z J o_ 0 0 J L� W W 0 DRYER VENT . #Ln TYP. MEDICINE CABINET (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYR WALL SECTION 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- 24X40/C)DW/1 FULL O�GTTHXLAYER OF 112' TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONT. 25 G40GE METAL TRACKS TOP & BOTTOM CONIC. FLOOR SLAB HILT PINS .145" DIA x i" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 314' = 1'0" CHANGE IN 6020 FG (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HILTI PINS .145" DIA x I* LG. 0 16" 0/C W/ 1" WASHERS 1 INTERIOR PARTITION 3/4" = 1'-0" cu CONDENSATE DRAIN TO BE MIN. 12' FROM BUILDI G -I" rn IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS R-30 BLOWN -IN INSULATION AT ALL A/C AREAS 3/4" THK TEMP TOP OF KNEEWALL W/ PT FRAMELESS GL 2X TOP PLATE & 1/2" W/ CLIPS PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD 1/2" WALL CAP KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING LON SHOWER UB SIDE KNEEWALL W/ DRYWALL &TILE FINI H FINISH THIS SIDE a U \ o ROMAN SHWR PT 2X SILL PLATE LLLL, LLLLLL LLLLLL . ..:.LLLLLLL TYP. KNEE WALL SECTION 1/2" = 1.-0" R-30 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, PROJECT LOG ISSUED FOR START 10.29.18 ISSUED FOR PERMIT 1 11-08-18 BUILDING COMMENTS 01-17-19 uj $ d L1J � W z W Z 0 w � z J ° z0 Oa C � O O C i c CC, 7 p1 0 O } c cu E `n o o N as 'S p R7 d0 O C C o u$ co o o a o CL c o u) E o a) c� p o = cn c 15 dia"3 ? N = Ca Z U N o .E .4 �3 N In6 i I 00 i H = 1'-0" UXOA a 0 0 0 W •: FLOOR PLAN A-2 9d J LL_ Z O uj J MW = 68 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 & lx 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. CONC. OR MASONRY ALUMINUM FRAME ix4 P.T. BUCK SET IN STUCCO FINISH FASTEN TO BUCK W/ 3/16"x2 1/2" TAPCON SEALANT AND NAILED W/1-1/2" CASE HARDENS PERIMETER CAULKING 2x6 P.T- BUCK SET IN SEALANT FASTEN SCREWS 0 12" 0/C PERIMETER SEALANT COIL NAILS AT 120 0/C. MAX' CONIC. OR MASONRY ix4 P.T. BUCK SET IN 114" DIA. 3-114" SEALANT AND NAILED W/ x TAPCONS 3" FROM E.E. lam— STUCCO FINISH S CONC. OR MASONRY 1-1 2 W / / " CASE HARDEN& J .000 o AND 12" 0/C MAX. k—CONC. OR MASONRY q, COIL NAILS AT 12" 0/C. ° o° 'oq ix4 P.T. BUCK SET IN qo" ° o°O 'o MAX. DOOR TRIM SEALANT AND NAILED DOOR FRAME W/1-1120 CASE HARDENS COIL NAILS AT 12" 0/C.DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ MAX- CAULKING CAULKING (2) 16 G4LV. x 2" �� BOARD Trl— ALUMINUM FRAME SCREWS 0 2'-0" 0/C DRYWALL FASTEN TO BUCK W/ DOOR FRAME DOOR TRIM CAULKING 3/16°x2-i/2""TAPCON FASTEN TO BUCK W/ PERIMETER SEALANT SCREWS 0 12 0/C (2) 16 GALV. x 2" SCREWS 0 2'-0" 0/C STUCCO FINISH PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ " BY DOOR MANF GARAGE DOOR ALUMINUM FRAME SECURE FRAME TO SILL 1818"1011 SCREWS PERIMETER CAULKING GALV. STL. VERT. TRACK BY MANE FASTENED TO TRACK BRACKETS W/ WITH SILICONE CAULKING DOOR FRAME FASTEN TO SILL W/ FLOOR COVERING 1/4"--20x1/2" CARRIAGE �/6 x 2" SCREWS BOLTS '& LOCK NUTS 7 OOo 0 . Qo o ®2'-0" 0/C o o (?° o 000 'O 'd GALV. STL. TRACK BRACKETS FASTENED o : Ob. 000 F FLOOR COVERING CONC. FLOOR SLAB TO WOOD JAMB W/ 3/18"xi-1/4" LAG SCREWS 2x8 P.ATTACHED TO PRECAST OR POUREDT. SILL u' o o 00 °O� Qpo o. r. PERIMETER CAULKING AMU.'S METHOD 6-F---1 COLUMN W/ 5/8" WEDGE PERIMETER CAULKING STUCCO FINISH ATTACHMENT SHALL ANCHORS 0 2'-0" O/C VERT. PREVAIL WHEN SUBMRIED 6' MAX, FROM ENDS AND GROUT BED CONCRETE SLAB W COMPLETE INSTRUCTIONS 2• FROM INSIDE EDGE OF 2X8 SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) TYPICAL INSTALLATION ,, WINDOW ASSEMBLY TENERS AS REQUIRED WINDOW MANUFACTURER 171i 7Ra CAULK SEAM AT d 'MORTAR OR WINDOW INSTAL b. GROUT • °' •'' a• d. DRYWALL •.p.. -'a': <'.d ,�. .. v 3/4' FURRING TO •dw MASONRY WALL d. a .. a .<a ■CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 LIQUID APPLIED FLEXIBLE CONCRETE FLASHING WATER PROOF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF, SPEC SET SILL IN FULL MORTAR BED AND HEAD JOINT COATING 8' C,M,U, PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION O D.P.= +33.4 PSF -36.3 PSF THICK MEDIUM TEXTL ECORATIVE CEMENTITOUS FIN ON BLOCK WALLS, T O D.P.= +34.7 PSF O 31.9 PSF D.P.= +31.9 PSF 34.7 PSF FRONT ELEVATION - TRADITIONAL 4 I 6 I I I I I I I 12 �6 — O D.P.= +31.9 PSF - - -34.7 PSF a I m OD.P.= + 29.9 SF - - - - —37.7 fSF - - O D.P.= +38.4 PSF PSF THICK MEDIUM TEXTURE REAR ELEVATI DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. 10'-8" T.O.B.B. 9-4" T.O.B.B. )OTH STUCCO IDS, TYP. - - 0'-0"-FIN. FL. SLAB - — - - 0'-- FIN. FL SLAB ON - TRADITIONAL PROJECT LOG ISSUED FOR START 10-29-18 ISSUED FOR PERMIT 11-08-18 W o W � w D Lj w z N z W LL U J K LL r ❑ Q J 0 �'o� o d ❑ Z C !_ 0 t a 0 O m O o p u m ra aaa ::3 a QJ�a o U W -0v cu '" c +L-' c a` ) i c c`a N 3 _ a ,� O Gj ' cu i� o m a o :5 O E G O ru u cuEE o O Q t C p 1 � a) Xv > N co U E � G 2 Ln C - O S (:3 mo 2f O U '0 d O E 0 Lo r 0 5 t U C ep c _ .d G G"} u _O E 0 N U) 0 o I I 10'-8" T.O.B.B. 9'-4" T.O.B.B. u LLJ ILL. _ +33.4 PSF O D.P.= +31.9 PSF -36.3 PSF -34.7 PSF Z 0 - 2' -0 FIN_ FL. SLAB Q � U O uj O D.P.= +24.9 PSF 27.7 PSF .j OO U THICK MEDIUM TEXTURE 1.0 Q J DECORATIVE CEMENTITOUS FINISH LEFT ELEVATION - TRADITIONAL ON BLOCK WALLS, TYP. W �J 2: LI) 1/4" = l'-O" U.N.O, ELEVATIONS ] �r A-3 mw 68 PROJECT LOG ISSUED FOR START 10-29-16 ISSUED FOR PERMIT 11-08-18 ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2775 (SQ.FT.) x 144 = 399,600 SO IN. 0 15SQ 2,664 PER SQ. LINEARREFIQUI(178 L) VENT AREA ,670 SO. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT BARREL CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 30I FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 024" 0/C TYPICAL W/APPROVED GALV TRUSS ANCHORS EA. END I$ SEE PLAN/ El GALV. MTL. DRIP ON 1X2 P.T. 26 PAINTED TEXTURED SPRUCE FASCIA )US FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTS ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.2 BETWEEN STUDS 0'-0" FIN. FL. SLAB m VIWLconp A OI1 of Ofilf"Woie r'" swiMbp myowme 12 6 1 INSULATION PER ENERGY CALC. 3'-0" RAT RUNS PER TRUSS MANE' 8 DRYWALL OR i 2" "TOUGHROCK" I 5 / 1; OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP 5-0" ' CONT. 8"X16" MASONRY BOND BEAM W/ 1J5 CONT. TOP & BOT. - FILL W/ CONj - - - - — — - CONT. METAL POUR STOP 1/2" DRYWALL IX2 P.T. FURRING 0 24. 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO, CONIC. FOOTING SEE FOUNDATION PLAN FOR NOTES & DETAILS TYPICAL WALL SECTION SCALE 314" = ID" STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) Product Submittal Sheet vinyloOT tom Beal NW 78th Place P 3054776464 Carkvvestem Dietrich Building Systems 6LC Miami. Florida 33166 F305,4774108 Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco & plaster. CS68-300V 5/8" 3" wltla vent (one piece) 6" overell width, perforated Sanger 15 3" Soft Vents — Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &ti Plaster. Vent Clips are provided to connect Soffit Vent and to assist in alignment. Vent area'. 15 squareinches per lineal ft. Caulk alimbusections, butt jointsends and corners at time of installation Vi I'm A 0, Product Submittal Sheet AqIil of vinylrorp.com 8000 NOW 79th Place P 305 477 6464 Gill 2 'ii IWii/I"s ey"Mis Clarkwestem Civil ch Building Systems. LLC Miami, Fbntla 33166 F 305477410$ Mid Well (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. 1578-50UL 7/B"x1/2" 3-1/2" solid flange, 1-3/4" Perforated Flange `Fa ,� ''• Mid Wall Control Joints —Designed to relieve stress- and assist in controlling cracks In exterior wall finishmeraachona of Ts available. US Patent Number 7, 757450 Caulk all intersections, butt joints, ends and corners at time of installation. 15 0 COVERD PATIO SLOPE O D.P.= + 29.9 PSF -32.7 PSF OD.P.= +31.9 PSF -34.7 PSF OD.P.= +33.4 PSF -36.3 PSF THICK MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. 12 6 PRE ENGINEERED WD. TRUSSES @ 2411 C/C TYPICAL > GREAT ROOM D.P.= + 33.4 PSF O -36.3 PSF 6'-0° 12 -� 6 : =\ T.O.B.B. I - - — - - — 0'_0" FIN. FL SLAB RIGHT ELEVATION - TRADITIONAL STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) 10'-8" T.O.B.B. 9'-4" T.O.B.8. W a M 0 W Ul J 0- LU z Z z W r M LL I1 U j n M J Z J n m C a ZC Oa L 0 c 4,�6 o O' -6 0 .4-6 0 „ c a o.. c O n c Ln 2 O a U o " L= c a`ni cL `—" co ro rn c W Al`° 3 _ N SLn Ln 0-0 N S N co +� -8 _O @ 0 cc7a Q a o� C '' O� to aci E E o o 0 EP 0 " o Ln CM� o= vi a� twit ,.O_ O oa (=7 ra vvi 'v z 0 U 'o Q M M 0 0 177 D O cOV. �� O FOYER PORCH �- U SLOPE 6/i 0'-0" FIN. FL. SLAB 0 LnTO SECTION A -A - TRADITIONAL' :s w 5 O Cy`-` J h N 04 0 e Q J ICI A Z ram, 0 UU F w w 0 U OJ W 2L Ln 1/4" = 1'-0" U.N.O. ELEVATIONS SECTIONS i � A 4 MW.68 'a p 0 U PROJECT LOG ISSUED FOR START 10-29-18 ISSUED FOR PERMIT 11-08.18 #5 REBAR AT TOP GABEL END BLOCKING TRUSS TOP CHORD ENG. AND APPROVED WOOD 1RUSS'S SEE MIN. (1) REO'D S NAIL SHEATHING 70 LADDER EDGE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS e, ` 1-1/2" vr7PER DIAPHRAGM SCHEDULE CLEAR (3) 16D TYP. CONT. FASCW BOARD (SEE WALL SECTION) SEE TRUSS CONNECTOR N07E 2x4 DIAGONAL BRACER INT 2X4 LADDER AT i6" O/C INSTALL PER. MFR. SPECIFICATIONS ~x 0 4'-0" 0/C, TYP. F = FILLED WITH GROUT / U = UNFILLED °' • n C.M.U. (8- MAX. O.H,) c.o 2x4 LATERAL B ING 2X4 CONT. LADDER EDGE W/ (2) 16d NAILS QUANTITY OF 15 REBAR AT < 0 4'-O" 0/C, 8" O.C. TO TOP CHORD OF TRUSS _ _ SEE PLAN FBOTTOM OF LINTEL CAVITY . WALL SHEATHING NAIL PER SCHEDULE z GROUT TRUSS DE�fAILSLE END FORFASTEN TRUSS CONNECTION SEE TRUSS ENGINEERING 4'-0" MAX. B F 16 -1 B/ 1 T �5 REBAR REINFORCING CONT. MASONRY BOND BEAM PROVIDED IN LINTEL (VARIES) CONT. POUR STOP NOMINAL HEIGHT L QUANTITY OF 15 OF I NGABLEEEND VERTICALMEMBERS W/2x4S REBAR AT TOP TEE -BRACE AT EA. VERT, NOMINAL WIDTH 7NOMINAL HFJG NAIL W/16d NAILS 0 8" O/C 8" CMU WALL Ji"I AT TE�EBRACE CONT. CONC. OR MASONRY TIE BEAM J N 3 SEE TIE BEAM SCHEDULE w LL A5 CONNECTION DETAIL '�M A7 CONNECTION DETAIL d Z J 3 LL LL Lu NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR z y DESIRED INSTALLATION DUE TO TRUSS PROFILE TYP. 0 WALLS 8U8 8F16-OB iT 8F16-lB/lT 8F24-OB/lT 8F24-lB/lT 8F30-lB/lT Q 2 DISCREPANCIES / -- PRE-ENGINEERED WOOD Z 00 ROOF TRUSS 0 24" 0/C (� a SIMPSON MGT W/ 22-10d 0 NAILS INTO TRUSS I i CONC. TIE BEAM OR6 +� MASONRY BOND BEAM m o � o c c � T c fl- L1 C INTO5BEA ANCHOR _ - cn a, O 0 INTO BEAM W/ 5" .MIN. EMBED. 1 � U a� � c,= ul SET IN EPDXY A5 0 Ln MAX. UPLIFT = 3965 I 16 17 18 19 HB o � N A5 CONNECTION DETAIL • • ® • • • • ® • • ® ® • c ` ° ° CL i3 E P w E E o co PRE-ENG. WOOD TRUSSES I a� c SEE ACT WALL SECTIONFOR I o O.H. CONDITIONS UAL L AND ® i N c c 0 0 USP HDPT2 OR HDPTD 120 Fw- u FASTEN TO WALL W/NAILS I O S ro 1- '" PER SCHEDULE AS READ. O I I Z n t c� `o FRAME BEARING WALL — — — ELEV. --- -- ° 1 A5 STRAP DEL. TOP PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U-STRAP 0 ER • 2 a N //Z' TOP PLATE AND DOWN EACH SIDE A 5 V c wou W/ (6) 1 Od NAILS (TYPICAL) 9'-4" L0... C W/ WOOD STUDS 0 i6° O/C (PER PLAN 10'-8" T.O.B.B. SOLID BLOCKING 0 4'-0" O/C ® r o VERT. MAX. ® o — �. u STRAP BOTTOM PLATE TO STUDS = _ _ W/ "USP" SPTH 4, 6, OR 8 U-STRAP OVER • r L I� J I ® .� BOTTOLo M PLATE AND UP EACH SIDE • L J L _ J - --- _ I a r E W/ (6) 10d NAILS (TYPICAL) i ® = I p 5/8" WEDGE ANCHORS 0 24" O/C ° _ I Q AND 6' MAX. FROM OPENINGS _ co- W/3"x3"xl/4° STEEL WASHERS 1 I I () U 0 EMBED 4" MIN. — -I - r- I "� p FLOOR SLAB A5 11 E 14I I r • o I - SECTION A I I _ Lo -- j I MYA4 A5 II 4 I• ® L __ -- �I A5 CONNECTION DETAIL I I II I ° � I 3 I I 13 i 1 1 5 II a d 4 - -- W I I • i -- -- � ° -- - - r A5 O ;� � ,2 MH 0 O w 1 - "TO.B,B. 00 U T.O.B.B. T h Z 0 `./ J 1 Lu OJ � Ln 1/4" = 1'-0" U,N.0, STRUCTURAL PLAN = _ A-5 AW=68 ALLOWABLE UPLIFT LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 21D6 355 788 247 BF34-iB/iT ? 4'-0" 7729 857 4771 286 8RF74-iB/1T 3 5'-4" 5809 157 3057 48 BF16-18/1T 4 7'-6" 2882 130 1548 97 BFi6-18/1T 5 7'-6" 2882 120 1548 90 BF16-18/1T 6 7'-6" 2882 355 1548 247 BFi6-18/1T 7 4'-0" 8859 1270 5572 435 BF16-18/1T 8 3'-6" 100110 1253 9578 436 BF3?-18/1T 9 3'-6" 10000 1253 9578 436 8F32-1B/iT 10 7'-6" 7857 0 3323 0 8F32-iB/iT 11 13'-4" 3250 0 1178 0 8F32-iB/iT 12 10'-6" 1533 423 914 275 SF16-1B 1T 13 g'-4" 2000 210 1027 82 8F16-iB/iT 14 14'-8" 1079 217 477 75 BFi6-iB/1T 15 7'-6' 2882 271 1548 95 BFi6-1E/iT 16 7'-6" 2882 946 1548 330 BFi6-18/1T 17 3'-6" 10000 1841 7428 650 BF16-18/iT 18 5'-4" 5809 840 3057 ?91 BFi6-18 1T 19 7'-6° 2882 355 1548 247 BF16-18/1T 20 4'-0" 8859 250 5572 100 BF16-1B/1T 21 4'-0" 8859 250 5572 100 BF16-1B/1T LOADS FASTENER TOTAL FASTENERS SIZE 2 4 6 8 10 12 8d 220 440 660 880 1100 1320 fOd 265 535 800 1065 1333 1500 aIc 1� 4 ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE AT 12" A.F.F. $ SWITCH SINGLE POLE Y TELEVISION JACK PRE WIRED sn SMOKE DETECTOR EE� F.P.&L. METER & DISC. QII� 8 ATPLEX BASERECEPTACLE3 SWITCH WAY THREE AT0V. 12" A.F.F. ® MONOXIDE DETECTOR ® PANELER QD DUPLEX RECEPTACLE AT 8" ABV COUNTER i 4 SWITCH FOUR WAY (Ti 7 HVAC THERMOSTAT ❑� SWITCH DISCONNECT EXHAUST FAN DUPLEX RECEPTACLEi FLUSH IN FLOOR IR SWITCH RHEOSTAT Q INTERCOM AT 60" A.F.F. PADDLE FAN W/ OR WO/ LIGHT F EXHAUST FAN W/ LIGHT FGFI DUPLEX FAULT GROUND �n SWITCH DIM DIMMER ® AT"EPHONE 2A.F.F.619NTED. OUTLET IGHTDR M LV DOOR RELEASE DUPLEX TOPRECRSWITCHED �K KWEYED FLUSHHONE IN FLOOR FIXTUROUES CENT LIGHT WALL. MNED. I VOLUME CONTROL DUPLEX RECWP WATERPROOFEPTACLE KEYPADSECURI ® INPC4LG.RQUADRUPLE ? RECEPTACLEX -TIN uUC DUPLEX RECEPTACLE UNDER COUNTER JUNCTION BOX SECURITY LIGHTS ® HI HAT CLG. MOUNTED TR LOW VOLTAGE TRANSFORMER O INTERCOM STATION DOOR CHIME ® RECESSED EYEBALL ® HI HAT VAPOR PROOF F B FAN 8OX IN CLG. ELEC. PANEL "UNIT A" 200 AMP CIRC, ➢ESCRIPTION POLE BRKR WIRE VA. 100% 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 RANGE 2 50 6 12.0 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 1 20 1 12 1 L5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 12 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 10 GEN. LIGHTING 1 15 14 5,5 0 38.4 1 9.6 1st 10,000 Qt 100% = 10.00 REMAINDER AT 40X = 11.36 A/C LOAD AT 65% = 6.24 TOTAL = 27.6 x 1000/240 = 115 AMPS (1) SETS OF (J) 1410 AWG. HWN IN 2" CONDUIT 200 AMP SERVICE p METER DISC. COMBO A" PANEL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 1,832 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,496 / 10 (GEN.LTG.CIR.) = 550 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-91208 C/0-SC9120B KIDDE SMOKE-21007581 C/O 21006377-N NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DEFECTORS PER 2017 NEC 210-12 (9). ff VANITY LIGHTS TE 100" NOTE: GARAGE PUSH BUTTON LOCATED ® 60" ABV GARAGE FLOOR 72" MAX. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS PROJECT LOG ISSUED FOR START 10-29-18 ISSUED FOR PERMIT 11-08-18 LLJ d m v UJ W N uJ a W W z J LU = j > of LL W U J x LL z J Q a Z0 Oa 0 c � w m C O -2 � C C � 0 c fl- ? E -0 O '� Ln d U N Q) +' c +c c roE Ln `n c0 r`a L di CD 00 E o a o aci E E o fl E 2 s O T -Cg h L o ` CIO E , (n cz Qi b o a p w E _ z a o '0 o_ y O 0 U N © Ln � ECe )TO CELL ® v 0 6OR IN v FIT C CD CO S� c 0® 0 0 Q T h. h+�l a Q __J ~ A Z 00 UU W UJ J V ' W 1/4" = V-0" U,N.O, ELECTRICAL PLAN o E-1 _� ca +-+ z W 68 Q uy... APPROVE 1 ALL WALARBEEWLOAD BEARING SQUAREON THIS DCUT OVERHANGTRUSS OR BY BUILDER 9, 411 10'-88. „ 6r/z n _le t BRG. f � � f PE 7051 � `. I� I I e TRUSS BEARING HEIGHT SCHEDULE JAN 0 2 2019 N O T ses own on this layout are a component part of the buildir an ow truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his sngineer . Lateral bracing shown on the Individu truss drawings must be placed during the erection Drocedun 2'-0" TYPICAL TRUSS END C)[-_ IAIL HANGERS TO BE U'-1[_P (Z) HUS26 © HGUS26-2 IP HGUS28-2 H) HHUS46 LUS24 or (USP) T HUS2 QC THDf-I?F-;' QD THDfI?h ;> QH T[ R) 1 f; V JUS24 ........... NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONPIIIf V':, AND TRUSSES, TRUSSES WILL BE MADL 111 STRICT ACCORDANCE WITH THIS PLACFtIrnT r'I At 3) RECEIPT AND USE OF "BCSI—B1 SummolY "beet COMMENTARY and RECOMMENDATIONS fm HANDLING, INSTALLING & BRACING METAL PLATE COf1Nrf;TFN WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES Or ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUITIOP,IZED IN WRITING BY TRUSS PLANT MPI('MT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noinrl. All valleys calculated with sheathing undor. Number of girder plies to be determined by engi'1-011g. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION innE1 MI5 OTTICE. Labeling trusses is a service, not a requirement. Eng!neereci drawings supercede labeling of trusses. It is the IF^pnn�,ibility of the builder to utilize engineered drawings when erecting hilsses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUTAOTIFIFR, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED To SEEK PROFE590NAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINCING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPEOFIC APPUCARONS. SEE 'BM-91 Summ"ry Steel COMMENTARY ond WOOD TRECOMMENDATIONS USSES- (TPI ).S for TRUSSES HANDLING ARE TOSTALLING & BE ERECTED RANDNFASTENED IN A STRAIInN AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TlF' nunnS; TIIry 91ALL BE BRACED AS SPECIUED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED MTN REASONABLE CARE WRING ERECnrxi ,n rPrVrHT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TPI1"' l ('ITNNF(jlnNC_ E--N TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE 0 CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR All, EE ,� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWE), NO r�I HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS, MWFRS(EnveloDe)/ASCE 7-10(Low Rise)_ Exposure Category : C Bldg Category : 2 Wind Design Velerny . i co. ip,li Imp. Factor : 1.00 wind Loud Duration Factor : 1.60 Mean Roof II^ighl :.I E' _ Brim M Bleddy Stmcl Eng 176051 2WO N. Kng3 BIWLIFNdI�¢ . FL 34961 (772) 161 1160 E BY s St. Lucie County I 0 - DLK: lw.-J-1- 0 HO F�S ie County Grenadine Traditional ioWood 1/4"=1'-0" 11 05f 18 nt to Uaw�eirad�at61 g "