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HomeMy WebLinkAboutPLANSPROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR PERMIT 09-16-19 GENERAL NOTES I. 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.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 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 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 SLIDING 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 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. (f'm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL *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, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. VERTICAL: 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 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 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. 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 CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT, SHOWN ON PLANS. 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. MINIMUM T.O. THROUGH OUT HORIZONTAL: BEAM SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND M.O. MASONRY OPENING T.0.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 TE 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 ( ) NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. O/C OVER HEAD DOOR ON CENTER TYP. U.N.O. TYPICAL 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 LINEAR 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 8" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. PART'N. PARTITION 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 LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. PKT. PLYWD. POCKET 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.G.D. SOLID GLASS DOOR CE 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 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL FOR ALL 120-VOLT, ST, LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING *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 2-3/4' MIN. EDGE DISTANCE. 6" FROM END -27.7 PSF B FL-7630.2 3080 DR W/ 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 SIDELITE 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 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 E FL 17499.1 SH 36 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 F FL 22401.3 8080 SGD MI WINDOWS & 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 G 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 H 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 I 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 -55.0 PSF 0 10" O/C MAX, SPACING & 2" FROM EDGE -36.3 PSF J 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 K FL 17499.1 SH 272 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 1D" O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF L FL 17499.1 SH 272 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 ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MI WINDOWS 1/4" TAPCONS W/ 1-1/4" MIN EMBED MULLIONS MAX. 104-1/4" HORIZ. & DOORS (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 1­54.0 PSF -54.0 PSF FL 15353.4 MAX. 83" VERT. ROOFING NOA NO. 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE 11LE PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC. PUES NAILS AND TIN CAPS 12" GRID, 6" O.C. AT A MIN. 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED ® 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 301-05. 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 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 ® 24" O.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 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 PENETRAIIONS 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 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-#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 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 BY THE BUILDING OFFICIAL. 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 1120 MECHANICAL NOTES 1-1/2" LONG AND .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA, MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 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 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. STEEL NOTES GARAGE NOTES 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE 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 SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: LOT 68 MEADOWOOD TYPICAL "MI" WINDOWS �,I 0 _-N I E _-N E I 2N i I CO (O 18j" 36" 25 ' 52g" __ 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' 1 x, 2x, OR 5/4 BOARD 1 x, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK 38" 70" 38" n SH 3500 S ' 5 La �7E FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOERS NOT LESS THAN V" (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 LESS THAN W" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 1 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. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN J" (12.7 MM) GYPSUM WARD APPLIED TO THE GARAGE SIDE, LOCATION LIVE DEAD PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND: UUTIMATE 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 2x P.T. WOOD BUCK SHOWN TYP. Li 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 X99"H X99'H �_X99"H X99"H X99"H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB O �l l 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, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND DETAIL SCALE DETAIL owc. SCALE SECTION SCALE SECTION SCALE INTERIOR ELEV. SCALE B� BEAM LABEL Z# REVISION rnN m NORTH ARROW BREAK LINE 0 2' 4' GRAPHIC SCALE SCALE: 1/5" _ V-o DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN w 00 M m 0 rn 0 W N u, LL a W z J z ti c M U J x n 4 z O Q r O z C 0 0 a 0 4--J v__ cn cv O ry cn -+� ra E � W C:L o_ � Q 0 O +� a Ln iJ C c -0 � � = O rn CU > m a' u (1) c ru EQ ate-+ ��, LO OC Ln c� zs o ro w -1 o 4-1 E Q� E o -0 fir-+ O 2 u O 4-1 CU w E U m -0L 0 CL A-2 FLOOR PLAN A-3 ELEVATIONS �r rat A-4 SECTIONS A-5 STRUCTURAL PLAN 14 la z A-6 TRUSS PLAN E-1 ELECTRICAL PLAN ai Fa M-1 MECHANICAL PLAN 404 z 2 1 4 owc. 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL [�1!/11_l/lU/11l/IL//1 _TI Z _ Z IBC 11 IIIIIIII�Alllllll AIIAlllllll IINII OIL ELEV. ELEV 0'-0" FIN. FL. SLAB iCANNr D � POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDA1ON PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION FLOOR ELEVATION LLJ Ln 0 CD u u ) Lo A ?mac l i ICI ® LL H �1 0 ® o LJJ U i O Lu L Cn 1/4" = l'-O" U.N.0. COVER SHEET C-1 FOOTING SCHEDULE DETAIL MARK SIZE (WxD) REINFORCING DESCRIPTION NO. W12 #5 CONT. EXTERIOR MONOLITHIC F-1 20" x 18" BTM. ONE STORY 1 W12 #5 CONT. EXTERIOR MONOLITHIC F-2 20" x 18" BTM' @ RECESS 38 ISOLATED F-3 3-0" x 3'-0" x 12" W14 #5 BTM. E W. PAD 7 THICKENED EDGE TE-1 10" x DROP x CONT. I W/1#5 CONT. IAT DROP 34 CONC, POURED FILLE CELL W/ STL, PER F D❑WELL & EPDXY (1) REBAR INT❑ SLAB @ FILLED CELL L❑CATI❑f W/ 4" MIN. EMBED. INT SLAB MISSED COLUMN STL. DETAIL 8" 1, 6" MASONRY WALL BEYOND 4 OVERHEAD GARAGE DOOR PAVER RECESS CONC. BRICK PAVER QHD RECESS SET IN SAND SLOPE PER SURVEY ° FOOTING SEE SCHEDULE00 i 20" DRIVEWAY / GARAGE INTERSECTION 48 BAR DIA. SPLICE �-�:- max" • .r,�,; �?:,-:' •� - _ � � � _ 8"x8" PRECAST ��' • LINTEL. SEE LINTEL SHOP DWGS. J FILL COLUMNS AND LINTEL SOLID W/ GROUT :�T• �— 8"x8" FILLED CELLS W/ 1#5 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN ❑NC. SLAB & ION❑LITHIC r ❑UNDATI❑N PER PLAN COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 8x8 CONC. BLK. W/1 FULLY GROUTED CELL W/1-#5 VERT. EA. CELL C-1 BLOCK ® 8'-0" 0/C MAX. OR AS LOCATED ON PLANS 8xl6 C-2 BLOCK CONC. BLOCK W12 FULLY GROUTED CELLS Wll-15 VERT. EA. CELL 8x12 C-3 BLOCK CONC. BLOCK W/1 FULLY GROUTED CELLS 1#/2-#5 VERT. 12x12 C-4 BLOCK CONC. BLOCK W/1 FULLY GROUTED CELLS W12-15 VERT. /b -b 26'-4" 6'-0" 3'-6" 8'-9" 31'-11" 6'-4" 6'-0" 6'-0" 6'-0" 2'-0" 7'-11" 6'-0" 6'-0" 6'-0" 6020 FG4 SH 33 SH 35 HEAD @ 8'-0" HEAD 8'-0" HEAD 8'-0" ® •GY ® ® ® I- - - - - - - - - - - - - - - - - 0 - - - - -- - - - - - - - - - -I� F2 CD ^ r 6„° II I- F1 i - - %^'/T/- - - - - N ,// `J I I FORM SHOWER PAN °O I 1-1/2" LARGER ON ALL L J o I I r' ® SIDES THAN ACTUAL — — — — — — — 1 /� I ® i FINISHED DIMS SHOWN HERE TE-1 // I I o C14 -� o I I �2 6'-0" 2 -0 1 /2" 15 -11 1 /2" // 24'-0" N N I M 00 I / // I FORM GARAGE SIDE DEMISING WALL I _ V) (Fl� 5'-5" 3'-9" 15'-11 1 2 // / " I/ LREC-__SS 1-1 2" SMALLER THAN ACTUAL26'-9" o I FINISHED DIMS SHOWN HERE ® I ° NDER SLAB / // � F2 I � / R El A/C CONDUIT // I 4" I i r` N I // I N °' I F1 o 4'-8" // I 7'-9" / 6-6" w 0- o I b cn � L------------� `� /i _° // = I I cn fn ® Al ® I //// I r I I I I 8" W X 5-Y2" D RECESSrih ui 0'-0" FIN. FLOOR SLAB LL a �� L _ _ J I FOR PAVERS (FOOTING 5-0" 5 -0' I DEPTH MEASURED FROM ® I / BOTTOM OF RECESS) W/ D6" W X 3/4" D RECESS F1 I i `l °° BEHIND (SLOPED) ALL COLUMNS ARE Cl U.N.O. ,-1- - - - - 2 ° o 10'-0" NOTE: F1 I I—F -I ® ®® ° ®® C) o C I _ _ I�� I 'o ® 16070 CHID `� Lo °O 13'-0" ® I 3' 4" 16'-0" 2 _0F N 00 I ® C3 = 2-1/4 i FLOOR OUTLET W/BRASS COVER 08DR N S0 6 0 MNFTG - A In - - - °' I SAVE ECESS A 4 I ® PAVERS C2co ® r r---� I C4 13'-2" F1 °I O I I I❑ to F3 o o ® ® I N fl I I C4 ' F3 I IL_ ----- J I PROVIDE I ® L---J ' L — J ---- �s--°o---- IC TOLAN i o ® I SLECT II❑❑ I I °°° co —� a °° `°cn °� w s I F1 O ® I ❑ Ico C) F3 N I ® I I II I C4 I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J o L — J 00 F-21 Fs CV 6020 FG HEAD @ 8'-0" 4'-2" 4'-0" 6'-0" 6'-0" C-0" 6'-4" 32'-6" 6'-0" 6'-0" 49'-2" '-01 5'-0" 21'-4" 76'-6" EViIEWED FOR Bocc PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR PERMIT 09-16-19 W m m 0 o W Lo u 0-5 W z J Z m LL L) x co LL r- o Z Q < ° p z m 0 O 4-J� �o CM ca 0)r- fl- (31 O 0 a ai cp = O .}j (D vi 'Fu w c -Qi Ln cn ---i a� cu rvW cfu -� O4--+ N + V Lu O E ad E � . �- O E � -cam Q � O -0-, o I- O C!) n p o L7 W E a L U 0 i ru u U Z a Ln Q- W � ® J w M M 0 0 ", o w U 0 M Ow � 1/4" = 1'-O" U.N.O. FOUNDATION PLAN A-1 i 1 1 1 1 , TOTAL u/A COVERED PORCH COVERED PATIO GARAGE TOTAL AREA GARAGE CEILING (4) 2x4 METAL STUD FLOOR RO CEILING GARAGE FLOOR 1,815 S.F. 105 S. F. 139 S. F. 526 S. F 2,585 S.F. ELECT. PANEL / CHASE WASHER AER 28-1/27 SPACE DRYER VENT LOCATION FRONT VIEW 6'-6" 0 I I � AC E 12" r3offel2� N.T.S. FINISHED CEILING 2x WD BLOCKIN, EACH SIDE OF I FOR MOUNTING 2x MTL. STUD! TYP. FINISHED FLOOR Z J IZ ❑ J LL W W DRYER VENT IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TOTAL AIR VOLUME CUBIC FEET = 16879.5 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 ON SHOWER TUB SIDE KNEEWALL W/ DRYWALL TILE FINISH FINISH THIS SIDE co ROMAN SHWR :m PT 2X SILL PLATE II II II II ~ LIL�LIL�L L_L_L_L_L_L L_ L— L— L— L— L— -ELLLLLL 4.' ♦ . TYP. KNEE WALL SECTION 1 /2" = 1'-0" (2) J10 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- (2X4 STUDS ® 16" 0/C) (2x6 STUDS 24" 0/C) W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12" D/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTI PINS .145" DIA x 1" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'O" (2) J10 S.M.S. TOP & BOTTOM EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS ® 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 ® 12" O/C CONC. FLOOR SLAB HILTI PINS .145" DIA x 1" LG. ® 16" 0/C W/ 1" WASHERS 1 INTERIOR PARTITION 3/4" = V-0" /C 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. /D —D 26'-4" 6'-0" 3'-6" 8'-9" CONDENSATE DRAIN TO BE MIN. 12" CHANGE IN CLG. HGT. 6020 FG O (TEMP) O(0 O 35 FROM BUILDING HB HEAD @ 8'-0" S URE) (EG SS) ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® R & S -8' 13,HOSEBIB CHASE 4 4 ICNI I WIC 54" X 4" FRA ESS MP. F.G. W/ C ®48S SHELF o cD ' OP OF KNE�,WALL ® 2" _ ®60" A.F.F. ® � I -s 9'-4" CLG. N N O ~ Z p OD I 9'-4" CLG. ®I I - CV o , „ I 9 -4 CLG. 24'-0" N N N _ ,n w z 7 MASTER SUITE TE = °� � � Y BATH = 0 `V BEDROOM 2 GARAGE SEPERATION REQUIREMENTS PER SMOOTH COAT N rr c� ¢ o MASTER LIN. 5'-8" 8 -0 F.B.C. 306.2 STUCCO FINISH OK w ` 15'-0" ¢ F 8'-2" m °J 5 SH. I — EXCEPT AT DRYWALL L` 9,_0„ 'coO a 6080 BP i to TWO BAY GARAGE o - - SPACE - - a KNEE ° 00 00 6080 BP ea =" o ��„ 1 i `� _I ao N R& S R 7-8 LF 11 — — — — LINE OF OVERHEAD DOOR — — — — — — — — — — o 0 0 o r L —1N — — — -- --I 00 o Ncc gg 2 0 2'-2' 3'-6" R & S "' o I 04 39,4 4» G I OPT. W I T 1 I L O I— o BATH OPT. LL W L D 20 MIN. SLID CORE I ® ® FLAT RCH 8'-6" TO 9'-4" o I o I 1 VTR 7'-g 9'-4" CLG. DOOR W/ RABBITTED JAMB OVERSIZED WEATHERSIiPPING I I ^' ® _ i 1 '-4" CLG. L/A�' o U T L T Y� a I a, GREAT ROOM o o '-4" C G. oO LT 2880 I I o (ROUGH IN)o 10'-0° �o " �L`°� �I BROOM =UL® ® ®® ®® CLOS. oo A 1607Q QHD O „ N I PAVERS � o ® ® 3' 4 1 s -0 2'-0" N 9'-4" CLG. 4'-0" 16'-8" �6 — 5'- �� 3'-0" 3'-6" ® 4'-0" I I 1 F i C V. PAT 0 co 10'-4" CLG. Ex08pR " I I A N � FOYER� cc N 4'r 1" 6'-0" II 1., ® 9 -4„ CLG, ® — — — — — — — — — — — LINE 0 CLG CHANGE ----------- � (2) 3080 PCKT. DRS PORCH 9'-0" 6'-4" 4'-8� co - o I - o b � CD N CD - co L COUN ER ® 36" AFF I ¢ ® 6'-4" " aO I — — o --{ o I a � I 8 °O Ico DW l �' w °° O-- „ 9 -4 CLG. DB SINK W/ DSP. 9 -4 cI I I _ CLG. R FI I IL 9'-4" CLG. m �_ ^Gt N v O PAVERS � o� I `n DINING KITCHEN CROWN MOLDING Al x 0 LVLS KITCHEN " o BEDROOM lb 3 I " �{ 12 -0' 7 15'-0" I 2 11'-2" ® o r�` ' �" �x , ,kWD` L, �JF ilA IIW N — — — ,�w F-,N o RAN E3/ M CCU ABV. 00 N p 6020 FG 00 BH HEAD ® 8'-0" 3'-8" 6'-0" 32'-6" 6'-0" Loll,- 49'-2" 1 21'-4" 76'-6" PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR PERMIT 1 09-16-19 Lii co00 o m o W v w a � W � Z Z z w o' co LL V ? !S u) ti o oQ Z p Q m T U) a U, cc Lo z ® 0 a v] ra O n�0 �T O Q a--+ s 7E? O can) ate-+ 4J ra V L U _O _O L c v fl- Q ra ra pF-+ 16 a--' C Cn O 4 , N L O O C O -d E a- O au Fa l .a^ o u O Ln �' c Ln W - � V O 8 0 2 Y m 'OZaV-- o ca 0_ Ln F� ® U-- 0-0 0 rr ,, F� [ �I W_ � O M U J I ® CW G U-) 1/4" = 1'-O" U.N.0. PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR PERMIT 09-16-19 j a = 4, 0" I i D.P.= +33.4 PSF D -36.3 PSF 6'-0" 12 6� 5/8" THICK MEDIUM TEXTU DECORATIVE CEMENTITOUS FINI ON BLOCK WALLS, T MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. a = 4.0" i I B D.P.= +31.9 PSF -34.7 PSF FRONT ELEVATION - TRADITIONAL W/ CONC TILE ROOF DECORATIVE C" MEN REAR ELEVATION DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. _ 9-4" T.O.B.B_ MOOTH STUCCO 4NDS, 70" FIN, FL. SLAB 10'-8" T.O.B.B. 9'-4" T.O.B.B. LLI co n co CDrn 0 o Lj J uiui M .`�.. Q W LL LL � 0 Lu W U Z � cc ~ 0 Q z a —j o 0 z 0 0 ° V) ° o w 25- ::3 -0 � O C QJ � L Q �J 4cu 4-J -~ (Q a) -= ae En rl (n C Q- d ate' 0 fu ro o U a -' N E -p e--' rp cn UJ E E Q 0 a-� L � CJ � .> " = u 0RR n � a) O Q V W N E U -f6 ra Z C- CU a) 3 �, � ley 9M Cm■9 t Ofi } rc Lac i `-A 0'-0" FIN. FL. SLAB t � 0 COO 0 0 uN� Ntib�N > ar ®� > 0 C) MIA 0� V r- gq 5 � Lp pY v 164 CF T U U 001,"Svc o_ FBI%-i ® u- ® 0 0 u Lu 00 3�: "o o U Q --Z= D _ -- -- FL. SLAB w � 0'-0" FIN. o 1/4" = 1'-0" U.N.O. A D.P.= +24.9 PSF -27.7 PSF LEFT ELEVATION - TRADITIONAL ELEVATIONS A 3w l O? Ciall 31001CR" Solill S pltO Productu east vinylcorp.com 8=1, NGN 7f,th Place I P 305 477 6484 Clearkwa..>'2rn i:ileirici; F?uiidiny f;rstems';..!_c.: fvlrarni, F'G>rida 33166' F 305.477.410 Soffit Vents _...(On Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco m ; plaster, .� CS58-300V 5/8" 3"wide vent (one piece) 5" overall width, perforated flanges 15 3" Soffit Vents — Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &arnp: plaster, Vent Clips are provided to connect Soffit Vent and to assist in alignment. Vent area: 15 square inches per lineal ft. Caulk all intersections, 'butt joints, ends and corners at time of installation. VWNYL�onpz A livi`♦*fto4 Clark Mo:rion ` iloffl is ey"Mo Mid Wail Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts n available. —� 1578-50UL 7/8'.x1/2" 3-1/2" solid flange, 1-3/4" perforated flange Mid Wall Control Joints — Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. US Patent Number 7,757,450 Caulk all intersections, butt joints, ends and corners at time of installation. Productma vinylcorp.com 6000 NkN 791h Place P 305 bl_' f3454 Cla-k,vestern Defftcn Building Systems LLC i�9iami, Fio��Ja 3.;1c6 F 3U� �;� RAM ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED ® 2585 (SQ.Ff.) x 144 = 372,240 SQ IN. / 150 = 2,482 SQ. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (166 LF) VENT = 2,490 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS 15 FLAT CONCRETE TILE 90# FELT SELF-ADHESIVE UNDERLAYMENT OVER 30# FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) 12 PRE -Ell WOOD ROOF TRUSS'S 6 @24 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END INSULATION PER ENERGY CALC. SEE PLAN/ ELEV. RAT RUNS PER TRUSS MANE. 5/8" DRYWALL OR 1/2" 'TOUGHROCK' GALV. MTL. DRIP (OR EQUAL) APPLIED TO ON 1X2 P.T. ' '�' NDERSIDE OF TRUSSES FIRE STOP 2x6 PAINTED TEXTURED SPRUCE FASCIA 2'-0° CONT. 8"x16" MASONRY BOND BEM CEMENTITOUS FINISH ON METAL LATH ATTACHED TYP. O.H. W/ 1#5 CONT. TOP & BOT. - FILL W/ CONC. W/ 3" CONTINUOUS VENTS ALL SIDES CONT. METAL POUR STOP (TRUSS CO. TO PROVIDE FLAT SOFFIT) 1/2" DRYWALL 1X2 P.T. FURRING ® 24" 0/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO 8E CEMENTITOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.2 BETWEEN STUDS 'n WOOD BASE 0'-0" FIN. FL. SLAB m� (L z T MONO. CONC. FOOTING r SEE PLAW FOR NOTESATION & DETAILS •�• .:, , . • .a •.4.. III—III—r 4•. III —III —I ••.•�. �� ..: ••. •� ::: • °� • � I ICI I I -III - TYPICAL WALL SECTION SCALE 314" = 1'0" a=4.0" I I I I I I I I I I I I I 2'-8" I I I I 12 6� D.P.= +33.4 PSF HF -36.3 PSF `ol I D.P.= +33.4 PSF 6'-0" � 0-36.3 PSF OD.P.= +31.9 PSF -34.7 PSF II — — STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) COVERD PATIO SLOPE MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. PRE ENGINEERED WD. TRUSSES 24" 0/C TYPICAL_ a = 4.0" I I I I I I I I I I I I I I I I I I I — — — — — — -- RIGHT ELEVATION - TRADITIONAL STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) ^o COV. GREAT ROOM FOYER PORC SLOPE _LL W_ ----i - F0 I FE-1 n n n F-M-110-1 FN I IN FE-1 [M-1. F=_1 01 NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & 1x PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. - - 0'_0" FIN. FL SLAB - 9'-4" T.O.B.B_ U C ] � �� `� 0 U �I�.€ •iv/ CONC. OR MASONRY ALUMINUM FRAME 1x4 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 HARDENED PERIMETER CAULKING 2x6 P.T. BUCK SET IN SEALANT FASTEN W/ 1/4" DIA. x 3-1/4" SCREWS @ 12" 0/C PERIMETER SEALANT COIL NAILS AT 12" 0/C. MAX CONC. OR MASONRY 1x4 P.T. BUCK SET IN SEALANT AND NAILED FINISH r CONC. OR MASONRY TAPCONS 3" FROM E.E.STUCCO W/1-1/2" CASE HARDENE J .000 o p -o AND 6" 0/C MAX. (�— CONC. OR MASONRY po COIL NAILS AT 12" 0/C, 7. 0 0 1x4 P.T. BUCK SET IN fib. o Qo• ° °°O ° ° MAX. DOOR TRIM �` SEALANT AND NAILED W/1-1/2" CASE HARDENE DOOR FRAME COIL NAILS AT 12" 0/C, DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ MAX. CAULKING CAULKING (2) #6 GALV. x 2 F.�_ '� ALUMINUM FRAME 11 SCREWS ® 2'-0" 0/C DRYWALL BOARD FASTEN TO BUCK W/ DOOR FRAME DOOR TRIM CAULKING 3/16"x2-1/2" TAPCON FASTEN TO BUCK W/ PERIMETER SEALANT SCREWS ® 12" 0/C (2) #6 GALV. x 2" STUCCO FINISH PERIMETER SEALANT SCREWS 0 2'-0" 0/C 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/ 1 1/2" SCREWS BY DOOR MANE. GARAGE DOOR ALUMINUM FRAME SECURE FRAME TO SILL #8 x 0 18" O/C PERIMETER CAULKING GALV. STL. VERT. TRACK BY MANE. FASTENED TO TRACK BRACKETS W/ WITH SILICONE CAULKING I DOOR FRAME FASTEN TO SILL W/ FLOOR COVERING 1/4"-20x1/2" CARRIAGE L__BOLTS #6 x 2" SCREWS & LOCK NUTS • 0 Qo ° O ' o ° ° 2'-0" 0/C o 000 O d ° GALV. STL. TRACK o Oo. �° o . BRACKETS FASTENED <-- FLOOR COVERING . ° FLOOR SLAB2x8 TO WOOD JAMB W/ LAG SCREWS P.T. ATTACHED TO PRECAST OR POUREDCONC. SILL ;.°3/16xl-1/4" rio"O.00. O . PERIMETER CAULKING MANU.'s METHOD OF COLUMN W/ 5/8" WEDGE PERIMETER CAULKING STUCCO FINISH ATTACHMENT SHALL ANCHORS ® 2'-0" 0/C VERT PREVAIL WHEN SUBMITTED (6 r MAX. FROM ENDS) AND GROUT BED W COMPLETE INSTRUCTIONS 2' FROM INSIDE EDGE OF 2X CONCRETE SLAB SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S. D. PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR PERMIT 09-16-19 ^W o M I..L C 0 m W CN Ln J ___J l LU LLJ LU � W Z Z r" w 0U W or LLi LL J f` Q J z Q co (n O a z = 0 0 a n 4--J LII.- cn O s o 0 O q O r (7 tIl O C (n L L l "I O 2 - -a -� E �' Z- A o -� a 4- •� cn c� E o w o CU O Q� V L o ai O CT cn a' ® c o ,i E U Cc O0 �' LJ CJ i U (� 'p (D Z 0 Ln "D Ln ;- CD t � ` ) LO (D Cli 171-4 ® LJL M ® 0 O 0 � 00 3: 0 w U 0 J O W 2 1/4" = 1'-0" U.N.O. ELEVATIONS JCL I IVIVJ l A-4 J mW-6 8 LOTT'S LINTEL BEAM SCHEDULE 1 B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT 247 LINTEL SPECIFICATION 1 17'-4" 2106 355 788 8F34-1B/1T 2 4'-4" 5490 0 4033 0 8RF14-lB/lT 3 5'-4" 5809 0 3057 0 BF16-1B/1T 4 7'-6" 2882 250 1548 100 8F16-1B/1T 5 7'-6" 2882 250 1548 100 81`16-1B/lT 6 6'-8" 3581 355 1947 247 81`16-1B/lT 7 7'-6" 2882 1253 1548 436 81`16-18/1T 8 5'-4" 5809 250 3057 100 8F16-1B/1T 9 9'-4" 2000 0 1027 0 81`16-18/1T 10 6'-8" 3581 250 1947 100 81`16-1B/1T 11 14'-8" 1091 250 513 100 8F16-1B/1T 12 5'-4" 5809 250 3057 100 SF16-1B/lT 13 7'-6" 2882 946 1548 330 8F16-1B/lT 14 3'-6" 10000 1841 7428 650 81`16-1B/1T 15 5'-4" 5809 840 3057 291 8F16-1B/1T 16 4'-0" 8859 250 5572 100 8F16-1B/lT 17 4'-0" 8859 250 5572 100 81`16-1B/1T F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F-16-1 B/1 T L NOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 4' TYP. 0 WALLS 8U8 8F16-OB/lT a #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) 7-5/8" ACTUAL " NOMINAL HEIGH 7 81`16-1B/lT 8F24-OB/lT 8F24-16/1T 8F30-18/1T a A4 ENO. AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE INSTALL PER. MFR. SPECIFICATIONS SEE PLAN CONT, MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL A5 CONNECTION DETAIL GABEL END BLOCKING TRUSS TOP CHORD SEE PLAN NAIL SHEATHING TO LADDER EDGE PER DIAPHRAGM SCHEDULE (3) 16D TYP. CONT. FASCIA BOARD (SEE WALL SECTION) 2x4 DIAGONAL BRACE RES 0 4'-0" 0/C, TYP. INT 2X4 LADDER AT 16" 0/C (8" MAX. O.H.) 2x4 LATERAL BR ® 4'-0" 0/C, ING 2X4 CONT. LADDER EDGE W/ (2) 16d NAILS 8" O.C. TO TOP CHORD OF TRUSS WALL SHEATHING NAIL PER SCHEDULE 2 10d TYP. TRUSS 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 ® 8" 0/C 5 CONNECTION DETAIL AT TEE BRACE CONT. CONC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR PERMIT 09-16-19 uj co 0 LLI w Z Lli ❑ ul Q W cr c� LL U H ii Ln cc Z ❑ d CND co z= 0 0 C. ❑ u] 4-j 14— O � C ol cv 'Ofu ui -p W O_ p- O — a 0 p rn V cu O cD- [u p cn V' Ln C ol u] • 2 Qj -0 -� Q" Q (� l� V E p LJ O E a rG a + i Cll o 0� > U ~ O O Q O Lj E U U U 0 ra Ur Q- Ln 179 IN W � ® LL. A � � A Z 0 ® 00 L1J C JI 0 LLJ ' ^ v 1/4" = 1'-O" U.N.O. STRUCTURAL PLAN A-5 PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR PERMIT 09-16-19 I-1MINULrCJ I U C3C UJCLJ (Simpson) or (Usp) 0 HUS26 HUS26 O HGUS26-2 © THDH26-2 �D HGUS28-2 THDH28-2 ( HHUS46 OH THD46 © LUS24 © JUS24 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING g,_4„ TRUSS BEARING HEIGHT SCHEDULE I H z �- Moisture barrier not shown 1 E E IE i EEIiE € #5 rebar min. TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER nodal E F s[en {Irtl : PP.$P E 9PfikrF -� RIt 47rpttaW2LaatA§'E All4mapt L¢ada , whi La7�1`el LnmlS . (OF�SPJSPF7,lf) #o. -Im.t ^� oFLM14U �barta(t +' (fPf i'f I ' Utsllfl F, ��{z 7EuestRofl r Titm �' .Titan 2 {t U1 (46U) ff57+!tU 16 (4j ltt /. fAl r.x iW .. I E MT�h`20 2" I U YH i I .+ Ial atY i li 5t1tb ng NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 12" 12" TYP. T P. TYP. RIDGE CAP & ROOF MEMBRANE 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 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 DOUBI� STRAP TC-1 TA12 (5) 10d x 1-112" - 990 1980 335 670 245 , 490 , TC-2 TA 14 (7) 10d x 1-112" - 1205 # 2410 # 335 # 670 # 245 490 TC-3 HTWM16 (8) 1Od x 1-112" (4) 114" x 1-3/4" WAB. 1225 - 1225 - 1225 - TC-4 HTA 16 (9) 1 od x 1-112" - 1870 2430 710 1 J I 0 270 1� 1215 r� TC-5 HTW20 (20) 10d x 1-1/2 (24) 10d x 1-112" 1530 - - - - - 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. RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER J. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER F 9 lAlr61 Ndll 1 FNOTl-1 153# MAX. 54 MAX. .E. 56# MA . 700# MAX. E.E. TC-1 TC-1 TC-1 TC-1 co N r CA 00 fl- (0 U) N r N r co r r m m co ¢ <t Q Q Q Q Q Q Q Q Q Q a Q Q Q Q 711# MAX. E.E. 153# MAX. 17 TC-1 TC-1 r r r CM M (y) V V V V d' � CO co Q U U O O U U U C) U U CU 0 CG) 1 3 5 7 CLG. 9 4 CL . 7 7 N < c� 7 O o LID n CRICKET BY 7 0" C G, I — UI E 7 R AlC I 7 I I - wom- � p,_4;, CLG. CLG. 7 7 . . . . . . . . LID co r i J26 5 ' CLG. J26 3 . 9'-4" V2 CLG. J26 a 153# MAX. 1 V4 TC-1 A A J26 J7G J7A _ 9,_4„ J26 � �J7 X 153# MA . CLG. � i TC-1 J26 J5 In co IN J3 L A J3G i J 1 94# MAX. E.E. C-1 ROOF NAILING IS IDENTICAL- FOR ZONES 1 & 2 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 LOCATION PANEL GRADE PANEL THICKNESS FRAMING SPACING REMARKS BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. ROOF APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40120 19/32" 24" 0/C MAX. 8d RING- SHANK 6" 0/C 8d RING- SHANK 6" 0/C 8d RING- SHANK 6" 0/C 8d RING- SHAflK 6" O C 8d RING- SHANK 6" 0/C 8d RING- SHANK 4" 0/C 8d RING - SHANK 4" 0/C BLOCKED AS SHOWN ON PLAN EXT, WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40120 19/32 16" 0/C MAX. 8d RING- SHANK 4" 0/C 8d RING- SHANK 4" O/C 8d RING- SHANK 6" 0/C NAIL CORNER STUDS AT 4" 0/C MAX. TYPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 32116 15/32 16" 0/C MAX. 8d RING- SHANK 6" 0/C 8d RING- SHANK 6" 0/C 8d RING- SHANK 12" 0/C BLOCK FREE EDGES X �D N Ln I I 153# MAX. = r' ALL WOOD TO WOOD CONNECTIONS SHALL BE USP HTW20 J1 J3 J5 J7 J7 J7 J7 J7 J5 J3 J1 S i� €�r �€� It 3 F W 0 Tn a 0 Uj w d W Z J LLJQ �mLn � W 7 ? N 10 LJL Il Ld U L0 J r" 0, —' Z O m r U rn d io V z 0 0 a 0 cn r O � fa � ? -�� w �o-o cnV �- � O °J a � �+ ate--+ = CJ cn o c cn cu oo a W o Q � cri _ -a Q t a O ra ry o a -' co `a- a--' C (n v E -p ca W o E aL E �0 ^^mill a� La_� O ^�? W I- -L! O o _ vi a p o C.7 LU a� E 8 ? m -o -L vn ~ ov cv -6 � L �U' Z � U) .r ate` s a ® U- 0 Q U 0 W U ZD i W 2 4" = 1'-0" U.N.O. TRUSS PLAN I� ELECTRICAL SYMBOLS Q� II DUPLEX RECEPTACLE AT 12" A.F.F. SWITCH SINGLE POLE n T TELEVISION JACK PRE WIRED sD SMOKE DETECTOR g F.P.&L. METER & DISC. �B DUPLEX AT BASE RECEPTACLE T3 SWITCH THREE WAY 22012" A.F.F.V. RECEPTACLE�i AT CARBON MONOXIDSMOKE E DETECTOR ® ER PANEL ffC DUPLEX RECEPTACLE AT 8" ABV. COUNTER 4 SWITCH FOUR WAY QT I HVAC THERMOSTAT ❑P SWITCH DISCONNECT EXHAUST FAN DUPLEX RECEPTACLE FLUSH IN FLOOR �R SWITCH RHEOSTAT Q INTERCOM AT 60" A.F.F. PADDLE FAN W/ OR WO/ LIGHT F EXHAUST FAN W/ LIGHT �GFI DUPLEX GROUND FAULPTACLE �D SWITCH DIMMER ® AT 12N0NE A.F.F. OUTLET 00UREMNTED. ffWQMNW LIGHT DR LV DOOR RELEASE DUPLEX RECEPTACLE TOP REC. SWITCHED K SWITCH KEYED y TELEPHONE OUTLET FLUSH IN FLOOR —(�— ' I' INCANDESCENT LIGHT FIXTURE WALL. MNTED. (V� VOLUME CONTROL ffDUPLEX wP RECEPTACLE WATERPROOF �1 I SECURITY KEYPAD ® SPEAKER IN CLG. QUADRUPLEX RECEPTACLE ITI iluC DUPLEX RECEPTACLE UNDER COUNTER JUNCTION BOX x SECURITY LIGHTS ® HI HAT CLG. MOUNTED TR LOW VOLTAGE TRANSFORMER O INTERCOM STATION © I DOOR CHIME RECESSED EYEBALL ® HI HAT VAPOR PROOF F B FAN BOX IN CLG. ELEC. PANEL "UNIT A" 200 AMP CIRC, DESCRIPTI❑N POLE BRKR WIRE VA, 100Y 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 20 12 1.5 0 1 MICR❑WAVE 1 20 12 1,5 0 1 DISHVASHER 1 20 1 12 1.2 0 1 REFRIGERAT❑R 1 20 12 12 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 1 0 1st 10,000 at 1007 = 10,00 REMAINDER AT 40X = IL36 A/C LOAD AT 657 = 6,24 TOTAL = 27,6 x 1000/240 = 115 AMPS (1) SETS OF (3) 14/0 AWG. THWN IN 2 CONDUIT 200 AMP SERVICE METER DISC, COMBO A" PANEL O 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 1,815 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,445 / 10 (GEN.LTG.CIR.) = 545 (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/O—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 (B). 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: GARAGE PUSH BUTTON LOCATED @ 60" ABV GARAGE FLOOR 72" MAX. I WIC 1 -1 *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 0 I �\ MASTER I I BATH 0. 1 0 dmQD i! 0 1 / j t i I FB i" COV. PATIO 1 G REA� ROOM 12'-4"FLOOR OUTLET ` IW/BRASS COVER ` i i DIN i — — — — — — — — — — — ----- C — — — _ / 1 II I o u DISP. All SWITCH ---JIG i �' �.._.._.._..,...®. KITCHEN %Q J flGF1 flGFI L— t 6,ATH 2 MW 1C — GFI o IL4'11 L--JL__J UTILITY 1 9 C FOYER \, BR 3 if I i FxB IDOOR4ELL r I I PORCH IRRIGATION PUMP AND TIMER I I V*V)J /.. ' FGFI I I 5'-0" � �HB ELECT. & CHASE FRAME —OUT SEE DTL. SHEET A-2 PHOTO CELL SENSOR IN SOFFIT q• I MEWOEWED FOR W� PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR PERMIT 09-16-19 W M am rn C) C) W LU a W Z 7 Z z w 3: a 77 7 m u LLF U J H v x � Ln r-- � 0 Q z o ® J ¢ co� O n cc v Z 0 0 a V) 4--J g_ o ra cn . -� LLJ p" �- O _ 0 a) o O �� C- � a� 5 C rya O= C_ 0 ru ate--+ C (1') -0 L �o ra -v U E [p W O cu cu � Q 2: W�o���� i O s 0 L O cn � o o w Ev t ~ �ro U v oC O M -0 =. D 0 z P06 I O Ln CD ) c �.., .: S H�K `W U_ Fri z ® 0 E-� 0 0 O `./ "0 0 w U i ® Q J QW L (� 1/4" = 1'-0" U.N.0. ELECTRICAL PLAN E-1 1 PROJECT LOG ISSUED FOR START 08-05-19 ISSUED FOR PERMIT 09-16-19 cu-1 3,-TON HB T O 50um MASTER SUITE B x B x 4 WIC T EXHAUST 23 CFM 50CFM 5 x 5 x 4 BEDROOM 2 EXHAUST 8 x 8 x B 27 90 CFM R.A.G. 12'V 2„ 4kDx4Ox8 W/��"� R.A.G. 1®x1oxe �87 CFM A FLEX 8"� 4"� W/ 8"0 8"0 176 CFM FLEX �® M EE I ED ° ° XHAUS I �xBx 24„xl8„ ° 12 CFM R.A.G. 0 4" 0 DRYER ® ® BAT 2 W/ �4"� EXHAUST TWO BAY GARAGE CFLEX 10"o „ ® T-STAT SHALL BE WITHIN 3 FEET UTILITY. HORIZONTALLY OF MAIN RETURN � B x B x 5 54 CFM AHII-1 ��� � ® ® ®® ®® GREAT ROOM 3-TON 101, 5110 0 ® ® DO NOT SCALE FLANS 1gx 1oxs �71CFM 5 x 6 x 5 C 0 V. PATIO 8110 12"32 CFM 70 FOYER ® 8"0 ® PORCH 11 7"0 2"xl 2" R.A.G. ® ® W/ 8"0 10 122 CFM ° FLEX 0 ftx1®xa � 1,53 CFM DINING BEDROOM 3 ® U KITCHEN 10 x 10 x ✓ r� PA 1FM ® 0 O 0 LLA LLJ Lu CNN u— FOR y,C�s� , �C MP UIAN, I f` t4� i� fi J j Fi cc ti cP ,' w M fD O O W N Ld a w z_ 7 Z z w m � U " � u� ti ca'° z ❑ co 2 Lo cc) z 0 0 0 a cn 4- O c cn?- cc w ra a 0 o w .� o l 7S o oww 2: v 'D,D = 9� � mu I-- O o O Ln 01 In C 6i w E O o � Y m o0�� -0 CL Ln L L- h�l � ® O 0 w 1-4 00 O ❑ J Ouj l'-0" UAL. MECHANICAL PLAN M-1 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING g,-4„ 6► BRG. L2' TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HANGERS TO BE USED —) (Simpson) or (Usp) 0 HUS26 ® HUS26 © HGUS26-2 © THDH26-2 QD HGUS28-2 @D THDH28-2 OH HHUS46 @H 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 AUTHORIZA11ON FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility tv��i`C )% of EIV4j4, Ir the builder to utilize engineered drawings when erecting trusses. Ai"qEi m'', WARNING '-(o ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, ERECTING TRUSSES ARE CAUTIONED TO SEEK I NOR TRUSS FABRICATOR. PERSONS PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO AND pOMIN0ING DURING ERECTION; AND PERMANENT BRACING WHICH PREVENT TOPPLING MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'SCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING k BRACING METAL PLATE CONNECTED ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND WOOD TRUSSES' (TPI). TRUSSES PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS: THEY SHAH BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. ..�� TRUSSES SHALL BE HANDLED MATH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. ����TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. LR TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE o jty� iccincg O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �i HANGER IS SUPPLIED. e, CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope)/ASCE 7-10(Low Rise) _ 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 Bealdy Struct Eng 176051 2590 N. IOrgs lioway Fat Pierce, FL 34951 (772) 464-4160 R E V s N O TE I D N S Truss own on this layout are a component Part of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building (772) 464-4160 TRUSS designer or his engineer .Lateral bracing shown on the individual truss drawings must be placed during the erection procedure. �7�l1�11� � �Q 0 1�,.1 `�+-�►�s INC Comp 2590 N. Kings Highway Fort Pierce, FL 34951 JOB NO.:� a s LOT: 68 BLK: ADDRESS: St. Lucie Count Grenadine Jem Traditional SUBDIVISION: Meadowood _ _