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HomeMy WebLinkAboutPLANSPROJECT LOG ISSUED FOR PRECON 05-01-19 ISSUED FOR PERMIT 05-23-19 a t GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.0 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 FIR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL. FLOOR BLW. BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED CLG. CEILING GFI GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL. GLASS COL. COLUMN ON GYPSUM WALLBOARD CONIC. CONCRETE GYP, BO. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL DOUBLE HPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING 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 UN. 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 LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" O/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1.. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2 ALL WIRE SHALL BE 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, SUDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD 910 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 METALLIC SHEATHED CABLE VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR lot FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR. THE DESIGN. 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 15 A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBIUTY 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 CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. M.C. MEDICINE CABINET SMS SHEET' METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL. STEEL 7. A/C UNITS MAY HAVE GONG. 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. MIN. MICROWAVE MINIMUM T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. T.O. THROUGH OUT HORIIONTAL: 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MONO. MTL. MONOLITHIC METAL T.O.PL. T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK %') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. 0 C OVER HEAD DOOR ON CENTER U.N.TYP U.N.O. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL: NOTED MANUAL' AS PUBUSHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 8 DUPLEX RECEPTACLES. P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE 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. KITCHENS, DINING ROODS 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 GFq 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 8" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOO) AS PER CODE. PART'N. PKT. PARTITION POCKET WC WO. 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 LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. PLYWD, PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4.. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN V-0' MUST BE ENGINEERED AND AHEAD OF SWWTCH 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. PREWIRE FOR GARAGE DOOR OPENER SENSOR. SH SINGLE HUNG II. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. SHALL BE PROVIDED AT THE BOTTOM GROUTED CELLS AT EACH CONCRETE SHALL CONFORM TO ASTM C94Y AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND OVER 4'-0" HIGH L SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL S N ST. LUCIE COUNTY PRODUCT APPROVAL OPENINGS EDILLE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHD 16080 WAYNE DALTON N/A W/ 1-1/4- WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF -3 " I .ED DIST CE. 6' FROM END -34.8 PSF B FL-9174.10 R12 9100 OHD 8080 WAYNE DALTON N/A W/ 1-1/4' WASH4ER & 2-3/4' MIN. EMBED. D.P.= +29.8 PSF +39.2 PSF -43.7 PSF 2-3 4" MIN. EDGE DISTANCE. 6" FROM END -32•7 PSF C FL 17499.2 (2) SH 26 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF FL 15349.1 W/ F.G. ABV 1 0 10" O/C MAX. SPACING & 2' FROM EDGE -32.7 PSF +60.0 PSF -60.0 PSF D FL 17499.2 SH 16 MI WINDOWS & DRS NON IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.1 W/ F.G. ABV. 0 10' O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF +60.0 PSF -60.0 PSF E FL-7630.4 PR 3080 DRS THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6' & 14' O/C MAX SPACING. -34.8 PSF F FL 15349.1 6420 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF G FL 17499.2 � 26 & S MI WINDOWS DR NON IMPACT - 3/18' TAPCONS W/ 1 1/4" MIN EMBED - D.P.- +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2' FROM EDGE -34.8 PSF H FL 15349.1 4020 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -44.8 PSF I FL 17499.2 SH H33 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF J FL 17499.2 (2) SH 35 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF 0 IV O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF K FL-7630.1 2880 SGL LITE 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 12080 SGD 6- & 14' O/C MAX. SPACING. -41.7 PSF L FL 22401.1 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.6 PSF +55.0 PSF -55.0 PSF 12014 TRANSOM 0 12" O/C MAX. SPACING -31.3 PSF M FL 15349.1 MI WINDOWS & DRS NON IMPACT 3/16- TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -34.0 PSF N FL-7630.1 2680 SGL LITE DR THERMA TRU N/A 1/4' TAPDONS 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. -34.8 PSF 0 FL 17499.2 SH 26 MI WINDOWS :& DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 01D' O/C MAX SPACING & 2" FROM EDGE -34.8 PSF P FL 15349.1 3214 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF Q FL 17499.2 SH 36 MI WINDOWS & DRS NON IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 4614 TRANSOM 0 10' O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF R FL 15349.1 MI WINDOWS & DRS NON IMPACT 3/16" TAPOONS W/ 1-i/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF S FL-7630.1 2880 5GL LITE DR THERMA TRU N/A. 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF 6- & 14" O/C MAX SPACING. -41.7 PSF T FL 17499.2 SH H33 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2" FROM EDGE -36.3 PSF U FL 17499.2 SH 35 MI WINDOWS & DRS NON IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2' FROM EDGE -34.8 PSF V FL 17489.2 SH 35 MI WINDOWS & DRS NON 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 -34.8 PSF W FL 17499.2 SH 23 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2' FROM EDGE -36.3 PSF X FL-7630.1 2688 DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 8' & 14' O/C MAX. SPACING. -34.8 PSF Y FL 17499.2 SH 26 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4- MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -34.8 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULUONS FL 15,5537 MAX. 104-1/4' HORIZ. MI WINDOWS &DOORS -'1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP &BIM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 ROOFING NOA NO. 17-0622.13 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: POUYSTCK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12' GRID, B" 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. HURRICANE PANELS FL 16293.1 STORM 1/4' -20 x 3/4" S.S. 377 PSF +49.0 PSF -56.0 PS 120" MAX.. SPAN GALV STEEL PANELEL 7ANUFACTURING, KNURLED STUDS 12-1/2" O.C. TOP AND BTM BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. N0. 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 O,A06 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94, BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING 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 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 TIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. 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 D 1557. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28" MAX) AND ADD 2-65 BARS BOTTOM IF DROP EXCEEDS B'. WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL MTL FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL MONOLITHIC 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 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH 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 BY THE BUILDING OFFICIAL. 1-1/2" LONG AND .120" DIAMETER Q.N.D. 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 i6, TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1, ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL B. DAMAGE PROBABILTIES 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 Es m � SH 15 ■ ■ M.O. 20 1/8' ro M 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). PROPOSED SINGLE FAMILY RESIDENCE BY; AVALON LOT 260 MEADOWOOD COPYRIGHT 2019 TYPICAL "MI" WINDOWS V FE v m 0 36" 52b" SH 25 SH 35 ■ ■Jul E31 IN M.D.38' M.D.541/8' x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 B( P.T. WOOD BUCK P.T. WOOD E 38" 70" 38" SH 35 jfla:1e\'ATiTll�lll���i�l 25}" SH H35 M.O. 27 1/2' STEEL NOTES GARAGE NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, I. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT 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-3E 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 (0.46 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN a (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCA71ON LK QEAQ PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 IB 0 48 ATTIC 20 10 0 30 WIND: ULTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS El 2x P.T. Lu WOOD BUCK SHOWN TYP. DRAWING INDEX �y C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN F{ E D F R A-3 ELEVATIONS CODE COIAPLIANCE A-4 SECTIONS A-5 STRUCTURAL PLAN ITy ST. LUCI C?A-6 TRUSS PLAN B CC E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 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 I 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 14. 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, LENOIH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND 1 DETAIL 4 Dwc 2 INTERIOR SCALE ELEVATION 3 DETAIL Dwc. SCALE COLUMN LABEL F#, SECTION FOOTING LABEL OwO. SCALE = POT SHELF HEIGHT AS NOTED SECTIONDROPPED Dwc. SCALE SOFFIT HEIGHT AS NOTED - 7iTF ARCHED PLAN OR ELEV. SEE INTERIOR ELEV. MASONRY CONSTRUCTION SCALE TYPICAL B�- BEAM LABEL ■■ GROUT FILLED CELL SEE FOUNDATION PLAN REVISION NORTH ARROW �`- BREAK LINE ELEV 0 a ♦' W SCALE: 1�„ GRAPHIC SCALE 0'-0" FIN. FL. SLAB NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION w a o � J r � J ui a D w LL LL w V z u N F � N m a J o z0 a N Z c t Oa 0 c r'o 0 0 cm 0 c O re O Q cn C •� a a) b O V .cn W a) z +� a "o E-" Lro O n (D Lo a)c -O `O 2 a) +�.+ Q ru v E t ro � o N E o c, 0 � p pn L> -b C O o a) c ® 30 H-- E tj O co UT Ln c a) O O +� O ~O E la ro C) Z O_ t U 70 a) a) a co!) F� W J LL 0-0 O A QI ~ 0 V W 0 Lu CD O SCANNED �° o a BY St. Lucie Co %~o L LJJ z 114" = 1'-f)" I I N n SHE C-1 RECEII/gg, '()t 08 2019 Permitting pa St. Lucia cotntlo F u W=26 11 FIBERMESH OR FIBERMESH " 1. a WIRE MESH OR W.W.M. v SEE FOUN. NOTES FrWELDED FOOLING REBAR 1-15 CONT. 3' MIN. COVER 10 SEE F0077NG SCHED. THICKENED EDGE #1 o �':.. .1... `„ O TYP. EXTERIOR CONT. MONOLITHIC FOOTING WOOD POST, 4 FIBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH PAD REBAR SEE F0071NG SCHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY. SEE SCHEDULE OIN . MONOLITHIC PA CONC. COLUMN MATCHING DOWELS 48 BAR DIA. MIN. GRADE t " W SID. HOOKS z s a EJ H ^., VPADREBAR EQ. EQ. SEE F007ING SCHEDULE EDGE BARS ALWAYS SEE SCHED. REMAIN. SPACE OTHERS Ir EQUALLY OISOLATED PAD CONC. POURED FILLED - CELL W/ STL. PER PLAN DOWELL & EPDXY (1) #5- REBAR INTO SLAB 0 FILLED CELL LOCATION W/ 4" MIN. EMBED. INTO SLAB 8" MATCHING DOWELS FOR - COLUMNS (COLUMNS 48 BAR DIA. MIN. W/SID. HOOKS 3 14 FIBERMESH OR W.W.M. F007ING REBAR SCHED. SEE FOOTING SCHED. OMIT CENTER BAR WHEN 38 ONLY (2) REQD. EXT. CONT. MONOLITHIC MISSED COLUMN STL. DETAIL TYP. HOLLOW MASONRY BLOCK I RUNNING BOND PER PLAN CONC. SLAB & MONOLITHIC FOUNDATION PER PLAN FOOTING SCHEDULE MARK SIZE WXD REINFORCING DESMIP77ON DETAIL N0. F-1 20' x 18' X CONT. W/2 15 CONT. EXVR10R AIONOLJ714/C 1 F-2 20' x 18' X CONT. W/2 15 CONT EXTERIOR RMONOLIIHIC 38 F-3 2'-6' x 2'-6x 12' W/3 15 E. W. 87114. PAD 0INTERIOR WOOD POST 6 F-4 3'-0' x 3'-O' x 12' W// 5'S 0120 D.C. E.W. B71W. ISOLATED PAD 7 TE-1 10' x DROP x CONT. W/1J5 CONT. THICKENED EDGE AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION CONC. BILK W/ 1 FULLY GROUTED CELL W/1-/5 VERT. 8x8 AT 6'-0" 0/C MAX. AND AT EVERY CORNER AND C-i BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WIDE Bx16 CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-/5 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS Bx12 C-3 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 1-15 VERT EACH CELL IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-15 VERT. 4'X4" C-5 WOOD POST PROVIDE BASE AND CAP AS NOTED ON DETAILS 48 BAR DIA. SPLICE m i " :�• m 8"x8" PRECAST LINTEL. SEE LINTEL SHOP DWGS. FILL COLUMNS AND LINTEL SOLID W/ GROUT 8"x8" FILLED CELLS W/ I/5 VERT. (TIP.) TYPICAL DETAIL Al LINTEL ON COLUMN 48 BAR DIA. SPLICE mi L�J SEE BEAM SCHEDULE FOR REINFORCEMENT 48 BAR DIA. S ICE m z FILL COLUMNS SOLID 8"x8° FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL Al BEAM HEIGHT CHANGE a 0 N N N cd m mcd m°i mw oci do ao A ov " (�A,4 s4'-o° 16'-0" 8'-0" C2 I I C2 i I I C2 (2) SH 35 HEAD 0 8'-0" HB 0 3/4'iECEsS lV � i 2880 SGL LITE I o I 1 � F1 I n F1 B'-41/2' in x C2 I I ® N I � -- --- 12080SGD --- F1 0W/ 12016 FG. ABV. (4 PANEL) o < HEAD 0 10'-0" o in 15'-2' M F3 L — J SS C VERED 0'-0 FIN. FLOOR SLAB NOTE: ALL COLUMNS ARE C1 U.N.O. 10'-6" S-71/2" 6'-101 C2 I SH v8L HEAD 3/4"RECESS SH36WN C4 FG 18" HIGH SGL LITE I Fl FG ABV 8 0 J — I C4 cp ISv / F1 N L3/4" RECESS � II / 1 UE SUPPLY U.G. COND. ISLANDFOR POWER TO ISLAND I L---J I F--- II m in PR 3080 DRS W/ r 1F — F1 FORM SHOWER PAN FG TRANSOM ABVC3 _ _ _HEAD 0 10'-8" 1 L 1 1/2' LARGER ON ALL — o SIDES THAN ACTUAL—� — — FINISHED DIMS. O . _ C1i ° SHOWN HERE ° 4" c v C4 1 N - n NOTE: FORM GARAGE SIDE DEMISING WALL -1 %�:�' F1�I'RECESS 1-1/2" SMALLER THAN ACTUAL 6'SHOWER ' — — — — — — — — — — J \ FINISHED DIMS SHOWN HERE RECESS 1 4' " 4'-3' T �r. 6" I x 4 " ® g • -31 !C4 (2) H 26 4'-0 W/ F ABOVE C2 ' 2 ® HEAD 0 9'-4' • • I 1 1 F2 — — It IF ! N]k� I TEP OU F4 8" W X5-N�' D RECESS I ®COAL F4 I 1 FOR PAVERS (FOOTING SH 26 DEPTH MEASURED FROM UNDER SLAB HEAD 8'-0' S'-0 1/2° BOTTOM OF RECESS) W/ LINE CHASE J I F2 o I 6 /1 1 • — 6' SHOWEIF RECESS L 1 2'-8 1/2" FORM SHOWER PAN 1 1/2" LARGER ON ALL 1 SIDES THAN ACTUAL FINISHED DIMS. F1 SHOWN HERE c I � W 1 2-0 1 6" W X 3/4' D RECESS cd cd m m m BEHIND (SLOPED) SLOPE 2" r000 cs b C6 4 .o 1 25 10: r• I I °o v B° al A I I A4 4'-2" 1 2'-4' 2'-0" 8'-6" 2'-0' 5'-2" CC2 O M EXTEND -1/2° D P RECESS 4" PAST EDGEOF 0 ING, TYP. FINISH EDGE OF CONCRETE A RECESS, 8" W X 5-V D RECESS FOR PAVERS (FOOTING 0 o DEPTH MEASURED FROM BOTTOM OF RECESS) W/ 6" W X 3/4" D RECESS 1 BEHIND (SLOPED) SLOPE 2" E 1 EXT DR • CONC, PAD O i0 a L— F2 -- F2 --F2 —� m N C2 ® Z---� 1011 lei / SH 26 HEAD 8'-0. '-4" TO.B.B. C2 1'-8" T.O.B.B - 3-10 1'-4' 2'-10' 2'-10" 1. 4. C2 L - 8'-4° T-6' i 0 PROJECT LOG ISSUED FOR PRECON 05-01-19 ISSUED FOR PERMIT 05.23-19 LL1 a � I a W J i J ui w a y q z � j Z W z h w j h m 0 0 c r'-o5 0 rn -.8,0 'c c rp 2 �L.. Q Q C *7 O O a� V y aJ a c a`ni "o �' � c y r° E `n o 'u CIO w O C cu IO O p� N `° E CL `� o cu 8 d E E o ,a `o .2 c T c �- c cc E y c c o S � cu O i S cov;� = u 0 REVIEWED FO SOD E COMPLIAN E ST. I.UCIIE COUN Y Bocc r� W J L.L O Z � E' C/0 U W Lu O � � [V QZ Q ~ � L 2f Z 1/4" = 1'-0" U.N.O. FOUNDATION PLAN A-1 MW - 260 u:_ n. 1313=2" s o ' I A� 12" AC CONC, PAD DETAIL N.T.S. CALCULATIONS TOTAL U/A 2451 S.F. COVERED ENTRY 80 S.F. COVERED LANAI 272 S.F. GARAGE 902 S.F. TOTAL AREA 3705 S.F. TOTAL AIR VOLUME CUBIC FEET = 22,794.3 R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. (2) #10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE O TYR. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" 0 C 25 GAUGE CHANNEL SHAPED STUDS 24° O/C W/1 FULL LENGTH LAYER OF O 1/2' TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONIC. FLOOR SLAB HIL71 PINS .145" DIA x 1" LG. 0 16" 0/C W/ 1" WASHERS 1 INTERIOR PARTITION A.2 3/41 = 1 '-011 (2) /10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M,S. EA. END Av- 25 GAUGE CHANNEL SHAPED STUDS- (20 STUDS 0 16' 0/C) (24 STUDS 0 24" 0/C) W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12- 0/C CONT, 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTI PINS .145" DIA x 1" LG. 0 16' 0/C W/ i" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" FINISHED CEILING 2x WD BLOCKING EACH SIDE OF W FOR MOUNTING 2x MTL. STUDS TYR WASHER DRY 711 28-1/2" SPACE DRYER VENT OM, R O °n DRYER VENT LOCATION FRONT VIEW )OD OPEN SLOTTED SHELVING THROUGHOUT Al DSETS AND PANTRY INTERIOR SQUARE PACKAGE ALL HEADERS B CORNERS TO BE SQUARE PER PLAN ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. 11LE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS 4. SQUARE CORNERS AT ALL LOCATIONS AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6, R-40 BLOWN -IN INSULATION AT ALL A/C AREAS TOP OF KNEEWALL W/ PT 2X TOP PLATE & 1/2" 3/4" THK TEMP F AMELlSS GL W/ CLIPS PLYWD & 1/2" NO ASBE FIBER CEMENT BACKER B( 1/2" WALL CAP KNEEWALL W/ NON ASBE: FIBER CEMENT BACKER B( MTL FRAMING ON SHONE US SIDE KNEEWALL W/ DRYWALL &TILE FINISSH FINISH THIS SIDE a U � o ROMAN SHWR PT 2X SILL PLATE L L L L In a LL_LLLL LLLLLL .4 �•1.. ..a — • L 4; • ` TYP. KNEE WALL SECTION _ A2 MASTER BATH INTERIOR CEIUNG TYPICAL FRAMI 0 16" OX. FINISHED FLOOR FINISHED FLOOR TYP. MEDICINE CABINET SOAP NICHE C z a J d 0 0 U- w w KNEEWALL HOOD FRAMING DETAIL CEILING TYPICAL 0 16" FINISHED FLOOR SOAP NICHE z J d 0_ 0 0 w w a a I (2) SH 35 — — — — — — — — I I I I MASTER SUITE 9'-4"/10'-4" CLG. I I I I I I L-----------� FLAT HDR TCIP 0 8'-8" 2680 o li 5'-8' rdri. N-8" Irl, 4'-8' FL 0 N HIS HERS^ 2880 11 6'-71/2 III■� - o 11m nuumnmmumr,� i I i SEAT °a STH126 ( IP)(G 4'-2" 9. 4` :r I ADVL SHOWER HEAD & CNTRI 0 38" A.F.F. _. -4 N I b I _a COVERED LANAI � ABV. P I 11'-4" CLG. I m (ABV MAIN SLAB) BLW. 0 m 8' 91/2" PAVER%'-41/2" 12080 SGD 4 PANELS) N 02680 IN 16" HIGH FG TRANSOM ABV SGL LITE 17'-9 1/2' . 2; 10 1/2' GREAT ROOM a 'a 11'-4" Cl G. BACKING 0 60" A.F.F. b a S-71/2" I, W-10 SHIH33 36 (TEMP) I 286E I L 16" HIGH SGL UTE FG ABV _ _ CABANA IMP NOOK I=� o 11'4" CLG. 10'-2" 4'- " I ISLAND El 3> F 1 II---- 88 00 I I Y U V-6° 41. 3'- ' 2'-0' I. r � a n I t lV c i •I x 00 c -----------� — - — - — - — - — - — - — — - FLAT HDR N TOP 0 10'-6" 0 — — — — — — — I�x� 3!- BACKING 0 BEDROOM 3 -4" CLG. 9' 12'-0" BEDROOM 2 9'-4" CLG. LINEN —IV 0 BP 96" A.F.F. ROUGH IN ~ V6� I I BATH 2 3 =® •^ UTIL. N12' n FOYER a NN 51SH 4" CLG.T j[3 D IFS3'-8 6'-2'DINING II LPT Wj 7'-0" 2 11'-4" CLG. _ IN 1�BCKA60V®E GARAGE SEPAR 1ION PR 3080 DRS W/ARCHED c REQUIREMENTS PER ph.FG TRANSOM ABV ® ® GARAGE 306.2 FLOOR ABV F o G a^ 13'-01/2" 4° 4" G -6PEl COVERED N aP ' ENTRY 14'-B" CLG. a0 O (ABV MAIN SLAB) N i m 2'-' 2'-0" n 0 0 MECH E H WORKSHOP (2) SH 26 W/ FG 4'-Om - ,0 20 MIN. SOLID CORE _ DOOR W/ RABS17ED o '? JAMB OVERSIZED i ' a HOSE WEATHERSTRIPPING 8'-0. -0. ® BIBB CHASE — — — — — — I 22"x54 PULL ON STAIR L W/SW LT J SMOOTH COAT -1 o ATTACH P.T. 2X8 gx� STUCCO FINISH a0 ABV, GARAGE DOOR EXCEPT AT DRYWALL PER MANUF. SPECS �, O1 O 22'-0" Jz J - - - - 2ND ICE LINE I 3 BAY GARAGE 8° I 22'-D" I� I iD O O O ATTACH P.T. 2X8w ABV. GARAGE DOOR PER MANUF. SPECS o n HOSE BIBB CHASE I o N I� / O SH 26 \ I'-4" T.O.B.B. 9'-B" T.O.B,B. 1'-4" 2'-10" 2'-i0" 7'-6° 8 m 4" 7'-6' O a O ry I, PROJECT LOG ISSUED FOR PRECON 1 05-01-19 ISSUED FOR PERMIT 105-23.19 Lei 0_ 0 ,p Lu J J u a uj m Edx Z N U J N ^ Z Q a zo Z 0 0 L a c � "- 0 0 :2o � `o o c 0- o c O '� con a� -0 U a a) a L 70 In a'S.-" W L E vi o cN " N = 1 C= N ate-+ -(vO _p O p 4:5 c a a� E E o M o o E 2 o U lu o 70 H E cn cm c c a = ocu @ O U N 4= L i5 Z 'a nLn FLLtJCIE IEWED FOR E COMPLIAN E 6OUN con � A a Z ov N 0 Lu O Lu �> _ [V QZ Q H uj O � Z 1/4" = 1'-O" U.N.O. FLOOR PLAN A-2 " T.o.B.B. - -8" T.O.B. . 23 �- - 260 REQUIRES A 24" OVER HANG PROVIDED BY TRUSS CO. LINE OF SOFFIT N CIL I �i 1, 4" 10.5" 5' 4" 4" TYP. ENTRY BRACKET DETAIL NTS l l r nommmmmm Product Submittal Sheet VlWllsdic�onyv Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. p #0 4. 3-1,2" pltlfl n 13/4 � " _®`� 15985011L Le xV2 9e peall fin, g 15 }� Mid el Cenrrol Joint 4esgnedmrei evestressundes at donhcingere ks nexlerr:or wellfinshlritimisetersoi Ts available US Patent Numberls blft50 Caulk all ee Intercllona, butlfolnle, ends entl comero al time or IN'ldee(on. Product Submittal Sheet vin'led,.com e000v✓ 7Stld-sae Pas. 1tf11 i.'kwee Mtr:-1r B,iding Sysl.,IS LG rMern "ida5]186 4306.77.113H Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. w .+2`x C553-YOOV 5IB 3"wip {,apace) Is overall widN, paRmtled flanges 15 SufftVenContinue usola P'eceS H.V nIw3brmkmngrld to key irrb sLLccv 6smp. gaGer. VanlClips e2 pmvitlW to sanded SORltVent and o nsui lignment Ivaabt. "sedans InHias pA Mend V. Caul area'. 1 rsquire Caulk all Inlersectons. bNl mn6, ends sad ael'ners at time o(I,i0i' ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3705 (SQ.FT� x 144 = 533,520 SO IN. / 150 = 3,556 SO. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT. (238 LF) VENT = 3,570 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 90# FELT SELF-ADHESIVE UNDERLAYMENT OVER 30JJ 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 GALV. MTL, DRIP ON 1X2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMEN71TOUS FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.1 FI-FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB r 12 61 INSULA77ON PER ENERGY CALC. 1 RAT RUNS PER 14 TRUSS MANF. 5/8" DRYWALL OR 1/2" "TOUGHROCK" (OR EQUAL) APPLIED TO ?. UNDERSIDE OF TRUSSES FIRE STOP CONT. 8" 16" MASONRY BOND BEAM W/ 10 CONT. TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 1/2" DRYWALL 1X2 P.T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONIC. FOOTING SEE FOUNDA71ON PLAN SMOOTH STUCCO BANDS FOAM BRACKETS BAHAMA SHUTTER, TYP. a-6-0" FLAT CONIC. TILE BAHAMA SHUTTER, TYP. a = 6'-0" El MEDIUM TEXTURE D.P.= +31.9 PSF ABV. D.P.= +33.5 PSF O 6" SMOOTH STUCCO D.P.= +29.9 PSF D.P.= +31.9 PSF CEMENTITOUS FINISH, TYP. -34.8 PSF O 36.3 PSF BANDS, TYP. -32.7 PSF O -34.8 PSF O FOR WALLS D.P.= +31.9 PSF BLW. -34.8 PSF E FRONT ELEVATION El D.P.= +33.5 PSF -36.3 PSF O a = 6'-0" SMOOTH STUCCO BASE, TYP. WEST INDIES PROJECT LOG ISSUED FOR PRECON 05-01-19 ISSUED FOR PERMIT 05-23-19 11J ILI m o w � N J r Its IL LUN� a z W LL LT usD W Z z 3 � big J Z Z C 0 a Q 0'-0" FIN, FL. SLAB c 6 w � Cn o c c s_ cn fa c f2 o c ��o. � � oa o. +-r � -0 U CO a) c a V) Cutm 2 E .�2 o on a) = O O a) Fa •0 C Uii� all ffio � ro E 0 C a) O C to a a� E E O �O o E o aU c •� a: aJ � � c O m a--r C C O = U7 C Ora F- O z C L U CL N• : : -_. : •:: 7a RIMM I•:.N ED GLASS 4,-0e ® ElE ME]E]M� 5 PSF -44.8 PSF D.P.= +29.8 PSF B D.P.= +28.5 PSF -32.7 PSF -34.8 PSF O LEFT SIDE ELEVATION- WEST INDIES 12 6 D.P.= +33.5 PSF D.P.= +33.5 PSF D.P.= +31.9 PSF -36.3 PSF O -36.3 PSF O -34.8 PSF O a ® < OR El E ro D.P.= +33.5 PSF -36.3 PSF O 0'-0"FIN. ___--_--_-__--_--_--_-_ FLOOR SLAB D.P.= +29.9 PSF -36.3 PSF O REAR ELEVATION { D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +28.5 PSF D.P.= +31.9 PSF O-41.7 PSF -34.8 PSF O -34.8 PSF O -34.8 PSF O -31.3 PSF O -41.7 PSF O (AROUND CORNER) (AROUND CORNER) 0'-0" FIN. FL. SLAB lii REVI WED FOR CODE OMPLIANC Te LU IE COUNTY ®CC J W ILL 12'-0" T.O.B.B. O0-4 ii'-4" T.O.B.B. Z U 9'-4" T.O.B.B. t� con I/ U W 0 LU O N 0 Z Q ~ W 0 � Z 1/4" = 1'-0" U.N.O. ELEVATIONS A-3 TYPICAL WALL SECTION SCALE 3/4" = 1'0" PROJECT LOG ISSUED FOR PRECON 05-01-19 ISSUED FOR PERMIT 05-23-19 CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) OV. PA TI D.P.= +31.9 PSF O-41.7 PSF TYPICAL INSTALLATION WINDOW ASSEMNLY *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE CONCRETE BY WINDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO MARBLE SILL CAULK MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF. SPECS CAULK SEAM AT 'MORTAR OR : < ° WINDOW INSTALLATIO . ° • • 1° SET SILL IN FULL DRYWALL °' °'�.. "°' • 'm MORTAR BED AND HEAD JOINT ,; :•,'":;':.:'.; :".„.:'..;'. d1 .-.•:,,.:.:::.: " ;' STUCCO OR ' A . DECORATIVE °.' -CEMENT111OUS COATING a y ' 3/4- FURRING TO '4 MASONRY WALL 8" C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 1�6 D.P.= +31.9 PSF -34.8 PSF O PRE ENGINEERED WD. TRUSSES F @ 24" 0/C TYPICAL BEYON REAT R-40 BLOWN IN INSULATION THROUGHOUT AIR CONDITIONED CEILINGS CONC. COLUMN WEATHER STRIPPING BY DOOR MANE. GARAGE DOOR GALV. STL, WRT. TRACT( BY MANE FASTENED TO �TRACK BRACKETS W/ 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS GALV STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/i6"xl-i/4" LAG SCREWS 2x8 P.T. ATTACHED TO MNu.'S METHOD Of COLUMN W/ 5/8"WEDGE ITTAOR"T SHALL ANCHORS 0 2 -0" 0/C VERT. WEVAAL MPLEE ISMT TIED (6- MAX. FROM ENDS) AND 20 FROM INSIDE EDGE OF 2X8 JAMB DETAIL (GARAGE DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) F A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. c D.P.= +33.5 PSF m -36.3 PSF O ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3f16" TAPCON SCREWS 012 0/C. MIN. 1-1/4" Eh PERIMETER SEALANT �— STUCCO FINISH �--CONC. OR MASONRY lx2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 D.P.= +31.9 PSF -34.8 PSF O D.P.= +31.9 PSF -34.8 PSF O RIGHT SIDE ELEVATION - WEST INDIES CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) lx2 MIN. P.T. BUCK SET SEALANT AND NAILED W/ 1-1/2" CASE HARDENED NAILS AT 12" 0/C. MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING l7f�—ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS ® 12 0/C. MIN. 1-1/4" El ERIMETER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE 0 °; Oo, PRECAST OR POURED SILL W/ 1 #5 BAR PERIMETER SEALANT SILL DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 STUCCO FINISH PERIMETER SEALANT CONIC. OR MASONRY 1x6 P.T. BUCK SET SEALANT AND NAILED W/1-1/2" CASE HARE F-I COIL NAILS AT 12" Q — DRYWALL BOARD CAULKING DOOR FRAME FASTEN TO BUCK W/ -W SCREWS160 2'-0" O/C C JAMB/HEAD DETAIL (S.G.D,) DOOR FRAME FASTEN TO BUCK W/(2) 3/16% 2-1/2" TAPCON SCREWS 0 2'-0" O/C FLOOR COVERING 0 GROUT BED CONCRETE SLAB SILL DETAIL (S.G.D.) 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. 12 6 CONC. OR MASONRY 2x8 P.T. BUCK RIPPED TO WIDTH OF DOOR JAM SET IN SEALANT FASTEN W/ 1/4' DIA. x 3-1/4" TAPCONS 3" FROM E.E. W0FASTEN AND 12" 0/C MAX.DOOR TRIM DOOR FRAME TO BUCK W/ SCREWS 0'-0? S0 20/C DOOR TRIM PERIMETER SEALANT STUCCO FINISH HEADNAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK & FASTENED TO SILL W/ 0 1x 10/C2" SCREWS /—PERIMETER SEALANT ./ r-FLOOR COVERING .00 bb O 0 GONG. FLOOR SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (DOOR) 14'-8" T.O.B.B. 9'-4" T.O.B.B. 0'-0" FIN. FL. SLAB 14'-8" T.O.B.B. Ali1 ll'-4" T.O.B.B. 10'-8" T.O.B.B. 9'-4" T.O.B.B, jl W n o W 0 m i N J u a = w r LL m LL LLT J Z Z O w J o Q r a Z ccp a Q 0 0 +� = c a — o .m W o O a, fl U a v -C3 a ''_' c`6 c lz n o aj cv = o w v ' �. C O= N u O no c C7 -va -m c o E a— o o Wc o o- °J E E o 0 o E a� U o s v c o°� o " ~ o L C V = " _ O <n GJ u 0 O LLJ aj � E M " 2 O o cn w CJ z 0ru a o fl- 0 • • Lo r • CD °* LLJ 04 01, My • tl 4 w � O �a Q; ~ O c cr IY O w O O 3 Z I— 0 Q Q w O Z 1/4" = 1'-O" U.N.O. SECTIONS - ELEVATIONS A-4 1N - 261 _0 - ENG AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CON0171ONS - SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS SEE PLAN -- NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS ® 24" 0/C SIMPSON MGT W/ 22-10d 4;:::�:NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM CONT. MASONRY BOND BEAM (1) 5/8" ANCHOR CONT. POUR STOP INTO BEAM W/ 8" CMU WALL 5" MIN. EMBED, SET IN EPDXY MAX. UPLIFT = 3965# A5 CONNECTION DETAIL A5 CONNECTION DETAIL ENG. AND APPROVED WOOD TRUSSES SEE Ti'P. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOA SHOWN ON I� AMING PLANS INSTAL .MFR. SPECIFICATIONS DS NOTE IF TWO STRAPS ARE USED PLACE ONE STRAP EACH SIDE. CONT. MASONRY BOND BEAM B" CMU WALL 2 A5 CONNECTION DETAIL NAIL SILL PLATE THROUGH TO CROSS BLOCK W/1-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" 0110 W/ 19/32" EXT SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTIONS ACTUAL HEEL AND OVERHANG CONDITIONS TIE BEAM OR BOND BEAM I CONT. 2x4 RIBBON W/ 3-16d 2x4 CROSS NAILS EA. STUD BLOCK ® 24" O/C TYP. TOE NAIL EA. END W/(3) 16d NAILS TYPICAL TRUSS A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 1/TRUSS UPLIFT USP KCCQ44 OR SIMPSON CCQ44sds25 LlFASTEN PER MAN'F. SPECS 56801 MAX. WOOD POST SEE FRAMING PLAN (6) i14"x2-112" LG. �SDS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 5645# MAX. (i) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. � CONNECTION DETAIL J /?y i14" THICK PLATE HANGER a" del (2) 1/2' DIA. THROUGH BOLTS WEDGE ANCHORS12- DW/ 4" MIN. EMBED. A5 CONNECTION DETAIL PER TRUSS MFR. "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 8F24/1BiT 2 4'-0" 10000 257 7184 106 8F32/iB1T 3 4'-0. 10000 765 6183 283 8RF34/i9iT 4 4'-0" 8859 250 5572 100 8F16/iB1T 5 5'-4" 5809 250 3057 1 100 8F16/iB1T 6 5'-4" 5809 250 3057 100 BF16/181T 7 3'-6" 10000 1057 9578 371 8F40/iBiT 8 4'-0" 10000 0 7184 0 8F38 iB1T 9 5'-4" 1773 0 1135 0 8F8/1BOT 10 5'-4" 5809 946 3057 380 BF16/iB1T 11 4'-0' 2866 0 1753 0 8F8 1BOT 12 4'-0" 8859 1222 5572 365 8F16 1B1T 13 4'-0" 10000 920 7184 331 8F38/iEll T 14 13'-4" 504 0 555 0 8F8/1BOT 15 13'-4" 2047 1611 866 621 8F24/1B1T 16 4'-0" 10000 257 7184 104 8RF38/181T 17 10'4" 1664 250 830 100 8F16/1B1T 18 3'-8' 10000 408 7428 133 8F16/iBiT 19 5'-4" 5809 771 3057 308 8F16/1BiT 20 4'-0" 10000 400 7184 177 8F32/1B1T 21 7'-6" 713 0 538 0 8RF6/iBOT 22 T-6" 7857 462 3323 220 8F48/iB1T 23 2'-10" 10DOO 376 10000 250 8F64/1B1T 24 7-6" 6288 1123 2436 412 8F24/iB1T 25 3'-6" 1D000 390 9578 233 8F56/1B1T 26 10'-6" 37B4 250 1773 102 8F48/iB1T 27 9'-4" 3868 765 1612 283 8F24/1Ell T IGROUT REBAR AT TOP N. (1) REQ'D 1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED aM.U. QUANTITY OF#5 REBAR AT BOTTOM OF LINTEL CAVITY BF1 B-1 B/1 T REBAR REINFORCING OVIDED IN LINTEL (VARIES) NOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 7-5 8- ACTUAL RF '13" NOMINAL HEIGH R'. TYP. 0 WALLS 8U8 8Fi6-OB/lT 8F16-iB/lT BF24-08/iT BF24 •1B/lT 8F30-iB/lT I � I I I I I I I I I I � I I I L — — — — — — — — — J of ai cd 05 rom cdm oc o0 vo A o 2 I I I I I I I I I 16 I I I I I I I I I I I I IAB 15' i BL 14 21 )III ( 22 I i I i I i 26 1 A5 A A4 23 I: TINE RE[ 24" /C 24 e 1_1 I I IF � - �I rr\-- O 0 22 54" PULL DY STAIR INISIV. LT, 27 I I _J ® — — — — — — I I A5 O 9'-4" TO.B.B. / 10'-8" T.O.B.B. O 0 4 K1 A5 PROJECT LOG ISSUED FOR PRECON 05-01-19 ISSUED FOR PERMIT 05-23-19 w w W w a i " LL LT z Z --s 3 ? n N m z J d Z Oa w O O C C1 cc 'A a a =3 '� O �' -o 'n N N m N y O N • NO = � d O�C ay+ N CID E ra O C N 0=3 C EL0) E E o 2 o 1= d O -O cL U E._ d cu n o ccu o cf j E o+ c aLi a _ 0 @ E `c/i =o_ •a O Lu E z w 45 a s ■ s BODE COFA ILIA ST. LUCIE COU W J LL OA ~ E� O cin U W 0 O Lu j O � oz a W o � z 1/4" = 1'-0" U.N.O. STRUCTURAL PLAN A-5 Al = 26 R ►OOOO�o00000000' � ►�����s�o�ss�o 1 TRUSS BEARING HEIGHT SCHEDULE NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1 TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CLIPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS ® 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAILI Moisture barr not shown #5 rebar min. F I 9FSP Y'FfAf I 't � u ts�Mr AM1pn U 1 Nk 'a JL If.HSVlll f� �ry Poke t 14e�•.i , 1pnn a rtt _ .lPal m2 f�elen=2 EA t60, U601 INN i ns TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-i TA12 (5) 10d x 1-12" - 990 #L 335 1 6701 245 1 490 TC-2 TA14 7 10d x 1-1 2" - 1205 2410 3351 6701 245 1 490 TC-3 HTW 16 8 10d x 1-1 2" 4 1 4' x 1-3 4' WAS. 1225 j 1225 1 - 1225 - TC-4 HTA16 9 lod x 1-1 2" - 1870 2430 1. 710 1310 270 f 1215 TC-5 HTW20 (20) lod x 1-1/z" 24 10d x 1-1 2' 1530 j - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 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. i�)►Yi�lin\7: \7�� ��1 1i)mil/���Ij01,11S•])NOBSO]►T� 7. 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 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCA71ON PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- Bd RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL SPAN RA71NG 40120 19 32" 24" 0/C MAX. SHANK 6" 0 C SHANK 6" 0 C SHANK 6" 0 C SHANK 6" 0 C SHANK 6" 0/C SHANK 4" 0 C SHANK 4" 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RA71NG 40120 1 19/32 16" 0/C MAX. 8d RING- SHANK 4" O C 8d RING- SHANK 4" O C 8d RING- SHANK 6" O C NAIL CORNER STUDS AT 4' 0/C MAX. TYPICAL BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. WALL EXPOSURE I, OR EQUAL SPAN RA77NG 32116 15/32 16" 0/C MAX. SHANK 6" 0 C SHANK 6' O C SHANK 12 0 C BLOCK FREE EDGES 113 LBS. MAX. 868 LBS. MAX. E.E. v 797 LBS. MAX. E.E. TC-1 TC-1 TC-1 q o_ o 04 04 CNI N 04i —Ni Q Q Q Q Q ¢ Q Q Q Q Q Q Q 913 LBS. MAX. TC-1 N co V L0 f0 rl co I a a a ¢ a a 152 LBS. MAX. TC-1 t rn q a � 143 LBS. MAX. TC-1 90 LBS. TC-1 ® 48" O/C 3071 LBS. SEE DETAIL 3/A5 E.E. 19 PROJECT LOG ISSUED FOR PRECON 05-01-19 ISSUED FOR PERMIT 05-23-19 Uj i � o w W w LL � ui �y Z K W U N Z � Z c Oa L c o 0 c m 0 � c 6 i O f0 C rca a d C c c`o O uJ ra t � O _ c 10 c o CL C �rca o N c a U W E E o m $ E g a Cn U �` Jm aj p W O ~ E q E c o = Ln vi O U O O z Ora L O 0 130GG io W J ILL. O A a Z '� •- O CA U w � LLJ O O i° [V 0 z a H w � � Z 1/4" = 1' 0" U.N.O. TRUSS PLAN Z A6 1W = Lu PROJECT LOG ISSUED FOR PRECON 05-01-19 ISSUED FOR PERMIT 05-23-19 *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F.F. IF APPLICABLE NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-91206 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 DETECTORS PER 2017 NEC 210-12 (9). 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 CHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. ELEC. PANEL "A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 1007 2 AHU HEAT STRIP 2 60 6 0 9.6 2 A/C COMPRESSOR 2 40 8 0 0 1 ELECTRIC COOKTOP 2 50 6 10.0 0 1 WALL OVEN / MICRO 2 50 6 10.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 20 1 12 1 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 12 GEN. LIGHTING 1 15 14 6.1 0 1 GARAGE REF 1 20 12 1.2 0 148.21 9.6 FIELD VERIFY LOCATION AT FRAME WALK INTERIOR ELEVATION - "WallMountedTV" OPTION C GREAT ROOM GARAGE CEILING (4) 20 METAL STUD! FLOOR RO CEILING 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 15.28 A/C LOAD AT 657 = 6.244 TOTAL = 31:52 31.52 x 1000/240 = 131.3 AMPS GARAGE FLOOR ELECT. PANEL / CHASE (1) SETS OF (3) #4/0 AWG. THWN IN 2" CONDUIT 200 AMP SERVICE p METER DISC. CO "A. PANEL OMBO 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 CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2451 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7353 / 12 (GEN.LTG.CIR.) = 613 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. \-----------/ ��11S\8 iSTAjION ` PWR &' TV € 176 0 72" A 7.F. I \ I JBOX 0 5'-5" A.F.F. J" MIN HB PWR & TV 0 96" A.F.F. PWR & TV 0 60" A.F.F. MEN 12'-6" U a — - IV -L SS COVERED FLOOR RECPT NOT IN Y/ �I PWR & TV / 0 96" A.F.F. GFI lobGFI I N �/7 - I AIR WITCH �r I, o� r o � O L U / GFI GFI / \ ' PWR A. TV ` \€ 0 84" A.F.F. II SD ALARM 0 84" I---711 rFl:` 0 E.W.H. TV & PWR 0 108"\ ABOVE GARAGE FLOOR ---- --� —22754 PULL STAIR L W/ W LT J I I I I I I I I I I I I L1J I LU a LLI Ij Z Z = 7 J z W�� 3 U J a 8 S � z t a Q c o 0 0 0 CM �, a -a sn L na ro o C a fl- E Q,Mw o o W D a ai �' a c U d Q . fO �' no E Q C c �O cn oO N o .E; C d au E E o ca o S E E o -a aU E +� C) Q.) V) oCr o s W u W o I- E Ln rn rn c p Z H- � ra (=)U Z N L 'vim (J 0 0- cn '— O/ o Z 0 E o �a ,Q 0 E CLO,® u 0 V Q E/7 c — LJ-J :ffi C O u a�- �J ho 0 on, = N 0 0 VIEWED FOP 20 69 AMP COD COMPLIAN E GFI ST. UCIE COUN Y EOCC 9 SEE DETAIL THIS PAGE FRAME -OUT ELEC. & CHASE ELEC. PANEL FOR IRRI PUMP & W J LL 0-0 O A QI ~ � O C/1 U W IY LU o O > N 0 z Q ~ OJ W Z U 1/4" = V-0" U.N.O. ELECTRICAL PLAN E-1 W=26 AVV 2" LAV 2"��\"' 2' TUB LA\ U 2' SHWR MASTER BATH KITCHEN K 3" ` 2" VIFR J � 2" VTR J \ 3" AW LT 3" CO CO 2" 3" 3, LAV 3" WM CO 3" 2" \ NB LAUNDRY 31, 2 �W� >��BATH 3" PLUMBING RISER DIAGRAM l AVV 2' LAV 5 WC :.:MAN TH�� HGm V27) I h1E�> PROJECT LOG ISSUED FOR PRECON OS-Ol-19 ISSUED FOR PERMIT 05-23-19 w co 0 Cp o w a N a w w J Lu z w 6 r LL U m " LL a �o � Z c Oa s "- rT o +� c cn 6 ' o s2 c a Q — c 1Z CJ o c " r`o c r° CL `—" o rn U u ra C7 (D _O c ' a a a Q,y'/�' .L' p ra o 5) rco ,s EEo@�0 �=.�o�L� lu �o�o��E �C��=o= v u o� j O p n 2f CL —m cu Q= DYV W J LL A O Q0-1 o cr U W 0 Lu Lu o O fV Qz Q ~ O w 0 z � 1/4" = V-0" U.N.O. MECHANICAL PLAN M-1 W=26 64' 0" 5' 8 7/8" 10' 3 1 /8" 17' 2 1 /2" N 3' 7 1 /2" 6' 10 1 /2" 12' 1 1 /8" 5' 8 7/8" NCI �r r_ N M_ V N (O f� W CD —Ni ¢ ¢ ¢ Q ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ Q JISE N . . D8 J5 NJ5 D7 . . . J O N _m 1,-4„ J5 Jo m Ds o 10'-4„ 9'-4° LG. 00CLG. 9,-4° CLG. CLG. . . J5 M IDSN . . L_ o O cj N J5 rr Ld D4 . . Z I­_o Z Lei N J5 U U D3 i14 0 o N J5 I co D2 o . N J5 D2 0 (V 11'-4 9'-4" J5 D1 o CLG. CLG. q D9 J A A A A A �. J5 BG.CL.TO U 'ITU U U 1'_4„ A 9,— J BRIG. COL. TOP CLG. J5 AT —4,> J 1 _ Ft J5 5'-8" —2" 13' 6'-2 3 8' 2' 13' J J5 J 9'_4„ Js CLG. . . J .. 4„ J5 CLG. J J5 7' 0" 2' 0" 2' 0" J7 12'-4 2' 0" 2' O" 11 2' 0" 5' 0" J5 LG. 11'-4„ —4„ n J 'CO LG.. LG. J5 "Dl0 TO WALL J BYtUILD CR CKET Y J5 n / MV3 BU DER cc D10 A A 11 A A — J5 m > > > j E4 J42 L = = „ L =— E1 14'-8„00 J5 J42 1 9,— �, 0 M . CL O N G. in L L E2 J5 JDMUR H1 L o `� L �3E A AAA A A — A A A A H2 on J3 d 61 62 J1 J 1_ 't H3G J1 B1 N Gib` J1 � .11 r B1 G C iU GSry N N B1 B1 CLG. B1 B1 B1 0 B 1 Cl) N r N B1 B3 B4 0 N B5 0 CV B6 L L J3 Ian ' uY 0 K1 L J3 J1 L K2 N L J1 co G� 7& 4 4" 8 4 2-4" 12 6 13' 0 13/16" 7' 6" g' 4" 7' 6„ 64' 0" TRUSS BEARING HEIGHT SCHEDULE J` a INDICATES LEFT END OF TRUSS FILE COPY REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Trusses shown on this layout are a component part of the buildir and show truce location. Proper erection, temporary and permanent bracing design are the responsiblity of the building designer or his engineer . Lateral bracing shown on the individu truss drawings must be placed during the erection procedun APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG 2'-0" TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) (Z) HUS26 QA HUS26 © HGUS26-2 © THDH26-2 QD HGUS28-2 QD THDH28-2 (3 HHUS46 (D THD46 © LUS24 ©JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility Tf the builder to utilize engineered drawings when erecting trusses WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DES21M PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPING AND DONINGING DURING ERECTION; AND PERMANENT BRACING WHCH MAY BE REQUIRED IN SPECIIC APPLICATIONS SEE '8q—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALUNG h BRACING METAL PLATE CONNECTED WOOD TRUSSEV' (11`1). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION THERE NO SHEA7HING IS APPLIED DIRECTLY TO THE TOP CHORDS; DO SNAIL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDED VIM REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE c) CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 7 REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO F -I HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. Exposure Category : C Bldg Category : 2 Wind Design Velocity :16Q MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 16' Brian M BeddY Struct FnQ fWI 25M N. Oxis N llivoy Fart Para, FL 301 (722) 464-4160 Ok W t 'o meet apa�k ,rm+ysang.� GoU�� GHO MONIES Avalon — West Indies 4„=1'-O"