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Home My WebLink AboutGENERAL NOTES 1-18-18GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE 5TH EDITION 2. TYPE OF CONSTRUCTION: CUSS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2014 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE NU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD PER FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL. FLOOR BLW. BELOW G.T. GIRDER TRUSS BERG. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED C.G. 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 HERE 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 UN. LINEN ELEV ELEVATION LT. LIGHT E.S. EACH SIDE L.T. LAUNDRY TUB hi yGURadeL,g'oALLoROPOgEO G+bryjj rp WIN °�Fiil �S(7�0 SON30RX .. ;,. Al(. ApFlI,ICAdB a LoQ80T 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. P HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8•-0" 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEEP IS SCHEMATIC IN NATURE, HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND VHRT, MAX. AND ALL OTHEROTHER LOCATIONS PER P.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 WELL 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 3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3ODD 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 USING THE 2017 FLORIDA BUILDING CODE 6th EDITION GRAVEL CONCRETE LESS THAN 600 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 WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. VERTICAL' EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 200 WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TD THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS 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 N 4. IN AREAS OTHER THAN H FIXED GLASS THICKNESS SHALL COMPLY WTH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. HIC OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW I 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. CLEARANCE OF ONE-HALF INCH FROM C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR 5 PROVIDE A MINIMUM OF 4' CLEAR ALL HOUND AIR HANDLER UNITS. THE PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY RESPONSIBILITY ARCHITECTTRUSSMANUFACTURER OF CA B. PROVIDE NON-FUS1BLE AT THE MASONRY. PROVIDE LAYOUT THATAFULLLLYE SUPERSTRUCTURE. IF FTO ) PUMPS NOT VISIBLE FROM OIIRCEUITN BREAKER PANEL AND AS PER MANUFACTURER.D 6. ALL DWEWNG 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 1 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 REWIRED, 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 UNTELS 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. BEAM SCHEDULE NOTES SELECTED BY BUILDER. MIN. MINIMUM T.O. THROUGH OUT HORIZONTAL: 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS S SHOWN ON PLAN. c M.O. MASONRY OPENING LO.B.B. TOP OF MASONRY BOND BEAM BOTTOM EACH STUD, AS PER CODE. MONO, MONOLITHIC T.O.TOP OF WOOD PLATE MTL. METALETAL T.O.T.BT.B. TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE UNTEL (MARK "L') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12• PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. OVER HEAD DOOR TYP. TYPICAL O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE 5. GENERAL NOTED 'BB") AS PUBUSHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. P.T.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.GE. 2 ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND 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.F. POUNDS PER SQUARE FOOT W.F.VERIFY IN FIELD 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.S.I. PER SQUARE INCH W.A• COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. P.T. PRESSURE TREATED PART'N. PARTITION WC WATER CLOSET WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 1 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC, 410.8. PKT. POCKET WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/AS.C.E. 7-10/T.M.S. 602- 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS PLYWD' PLYWOOD 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. SOUD CORE 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. S.G.D. SLIDING GLASS DOOR SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONT. CELL 17. PREWRE FOR GARAGE DOOR OPENER SENSOR. SF SQUARE FOOT 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE SH SINGLE HUNG 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS 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 BEFORE GROUTING. SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACE 301-05. 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 53D-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: SUBS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KS OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. SST LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE; OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DE IGN OPEN ID PRODUCT MODEL # MANUF. DESCRIPTION AND EMBED. FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 RTF 9100 OHD 160-70 WAYNE DALTON N/A W/ 1-1/4" WASHER& 2-3/4' MIN. EMBED. D.P= +28.4 PSF +39.2 PSF -43. PSF 2- 4' MIN. EDGE DISTANCE. 6" FROM END -34.7 PSF B FL-7630.1 3080 DR THERMA TRU SGL IMPACT 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- 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 D FL 17499.1 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 E FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P= +33A PSF +55.0 PSF -55. PSF 0 10 O/C MAX SPACING & 2" FROM EDGE -36.3 PSF F FL 174991 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- 0/0 MAX SPACING & 2- FROM EDGE -44.8 PSF 0 FL 17499.1 (2) SH 28 MI WINDOWS & DRS SGL IMPACT 3/16" TAPOONS 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 WNDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1/C MIN EMBED D.P= +28.4 PSF +50.0 PSF -50.0. PSF 0 11' O/C MAX. SPACING -31.2 PSF FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPOONS W/ 1-1/4" MIN EMBED D.P= +31.9 PSF +55.0 PSF -55. PSF 0 10- O/C MAX. SPACING & 2- FROM EDGE -34.7 PSF J FL 15349.6 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.4 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF K FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.4 PSF +55.0 PSF -55.6 PSF 0 10- O/C MAX SPACING & 2- FROM 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 O 16' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF M FL-9174.10 R11 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 -437 PSF 2-3 ' MIN. EDGE DISTANCE 6' FROM END -32.7 PSF N FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/18- 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 0 FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 1 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 ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX 104-1/4" HORIZ. Y1 WINDOW$ & DOORS I/4" TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CLIP TOP & SIM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 MAX, BY VERT, ROOFING NOA NO. 16-0314-.06 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED O EVERY HI RIB (4" O/C) W/ 1-3/4' EMBED. N/A N/A PER NAIL a 3/4' BENS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED PLUMBING NOTES 1, FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3" 1& NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' D.C. ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I- LONG 3. REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 127 O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WTH SECTION 405, F.B.C. 2. ALL REINFORCING S GRADE 60. IEEE TO BE GR AL OF 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL 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 CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8' HUD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8- MAX.) AS REWIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REWIRED AT WINDOW AND DOOR BEAMS (28' MAX.) AND ADD 2- 5 BARS BOTTOM IF DROP EXCEEDS 8'. MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAG USED FOR SOFFITS OR CEILINGS 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7• DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL. DOWELS AS VERTICAL BARS ABOVE. 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 STALL DESIGN TRUSSES TO COMPLY W11T ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 'FLORIDA 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIM. MIN. WIND LOADS PER F.B.C. 2014 5TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE BUILDING CODE MECHANICAL' AFD CHAPTER 28 OF THE FLORIDA BUILDING CODE, 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.20). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, I '. ORENINQS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WTH SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: I I It A*=j 0 GRENADINE CLUB LOT 50 MEADOWOOD COPYRIGHT 2017 TYPICAL "MI" WINDOWS N � L I [j 1oil 36 52d" 25j„ SH 15 SH 25 SH 35 SH H35 M.O. 20 1/8" M.O. 38" M.O. 54 1/8" M.O. 27 1/2' 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK 38" I 70" 38" SH 35 TYP. BAY WINDOW FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS , DOORS NOT LESS THAN'-V" (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DOORS NOT _T' S A LESS THAN 35 - SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATE � �" ( MM) THICK, OR 20 MINUTE FIRE -RAZED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 1 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR COUNGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICN WELDING SOCIETY'STRUCTURAL I DWEWNG 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 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN P (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION UL U Q RARrN TOTAL GROUND FLOOR 40 SECOND FLOOR 40 50 15 10 10 100 65 CONIC. ROOF 30 18 0 ROOF 1 30 12 0 42 ATTIC 20 10 0 30 MINL ULTIMATE WIND SPEED = 160 m.p.h. W �gfTl'BUILDING RISK � BUILDING ESIGNA SENCLOSED CD,yTgq�,Tp,®QFR�L^�Gi'�;e EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. BQjEL 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 \ \ NERO / L ILIJI W. v 5050Q 2x P.T. WOOD BUCK SHOWN TYP. M.O. 35 1/4' W M.O. 37 1/4' W M.O. 41 1/4' W M.O. 55 1/2' W M.O. 77 1/2' W X 98 1/2' H X 98 1/V H X 98 1/2' H X 98 1/2' H X 9B 3/4" H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB ■ ■ ■ ■ • ■ ■ • 1 EDGE OF SLABQ [,/&j 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" BOND OR I& 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. 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 PUN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN SYMBOLS LEGEND 1 # DETAIL 4 DwG 2 INTERIOR SCALE ELEVATION 3 DETAIL 0wc. SCALE SECTION Dwc. SCALE SECTION Owc. SCALE �C# COLUMN LABEL ru 1 FOOTING LABEL # INTERIOR ELEV. SCALE B�- BEAM LABEL ■ ■ AREVISION N NORTH ARROW - -- ^-- BREAM LINE ELEV 0 Y 4' s' SCALE-- 10u, GRAPHIC SCALE 0'-0" FIN. FL. SLAB POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION I TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION PROJECT LOG ISSUED FOR START 10-10- 77 ISSUED FOR PERMIT 11-13-17 w m # W J J W F- < Z m rn M d uT O J -_• LL J J K W j z J Q o W Z O Q O a d s 0 0 M c a "- O @c U'�o+CavOvli O d cu d Qa.) 1 2 awi a7 aj o.V c a N c0Ca7 ru aJ-C3 _cu RC3 �M a+O_O O N O p� E E O MV aAcOEnGCrOO Cn aC O di E _--olig •O O u0MN L NU z 0 O I..L 4i3 0 Lo "t 11.1 CD E co 0 O U c O y W C d U J f CC*4 04 0 1\ = V-0" U C- J ILL. in O O W O Q J FL OJ 2: in SHEET