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HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR START 04-04-19 ISSUED FOR PERMIT 12-07-20 GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL FLOOR BLW. BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED CLG. CBUNG GFl GROUND FAULTINTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS GOL COLUMN GWB GYPSUM WALLBOARD CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL DOUBLE HPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE OR. DOOR INS. INSULATION DW DISH WASHER INT. INTERIOR EE EACH END LG. LONG ELM ELECTRICAL UN. UNEN ELEV. ELEVATION LT. UGHT ES. EACH SIDE LT. LAUNDRY TUB THESE PLANS WERE PREPARED USING THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION M.C. MEDICINE CABINET SIRS SHEET METAL SCREWS M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS M.T. METAL THRESHOLD STL STEEL MAX. MAXIMUM SW SWITCH MFR. MANUFACTURER TEMP. TEMPERED MICRO. MICROWAVE T.B. THROUGH BOLT MIN. MINIMUM T.O. THROUGH OUT M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM MONO. MONOLITHIC T.O.PL TOP OF WOOD PLATE MTL METAL T.O.T.B. TOP OF TIE BEAM O.H.D. OVER HEAD DOOR TYP. TYPICAL O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS P.T. PRESSURE TREATED W/ WITH PART'N. PARTITION WC WATER CLOSET PKT. POCKET WD. WOOD PLYWD. PLYWOOD R.O. ROUGH OPENING S.C. SOLID CORE S.G.D. SLIDING GLASS DOOR SF SQUARE FOOT SH SINGLE HUNG ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE. SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. *FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.90 Rig 9100 OHD 16070 WAYNE CAUTION N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF 2-3/4" MIN. EDGE DISTANCE. 6' FROM END -34.8 PSF B FL-20468.4 3080 DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P = +31.9 PSF 0.0 PSF -60.0 PSF RAISED PANEL. 47 & 18.5' O/C MAX SPACING. -34.7 PSF C FL 17499.1 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF D FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF E FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/15' TAPCONS W/ 1-1/4" MIN EMBED D.P= +33.5 PSF +55.0 PSF -55,0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF F FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P= +29.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -37.7 PSF G FL 22401.3 12080 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 01f O/C MAX SPACING -31.2 PSF H FL-20468.10 2880 OR THERMA TRU SGL IMPACT 1/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF SGL LITE 4° & 18.5" O/C MAX SPACING. -41.7 PSF I 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 J 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 16' O/C MAX SPACING & 2' FROM EDGE -36.3 PSF K 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 L FL 15349.5 3020 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 M FL 15349.5 3020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MI EMBED D.P= +33.4 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -35.3 PSF N FL 15349.5 3020 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 0 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 010' O/C MAX SPACING & 2' FROM EDGE -36.3 PSF P 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 010' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF Q FL 17499.1 SH 26 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 -32.7 PSF R FL 17499.1 SH 26 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 01U' O/C MAX SPACING & f FROM EDGE -32.7 PSF PRODUCT MODEL MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. 104-1/" 4HORIZ MI WINDOWS & DOORS 1/4- TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 ROOFING NOA NO. 18-0829.04 CAPISTRANO CONCRETE TILE EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGI�SS USA MEMBRANE POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT HNC' ALES 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 0 EVERY HI RIB (4' 0/C) W/ 1-3/4' EMBED. N/A N/A PER NAIL MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTIR C SO-SO. ASTIR GRADES NI OR NMI. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE ix2 P.T. FlRESTOP HORIZONTAL 0 CEILING &WALL INTERSECTIONS OR 8'-0' 0/C 1, THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 2. MORTAR TYPE M PER ASTM C 27D-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2 ALL WIRE SHALL BE THIN COPPER. UNLESS NOTED OTHERWISE 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA A ALL WINDOWS OR GLASS ENCLOSURES WITHIN 3AL OF TUBS AND SHOWERS WITH SILLS BEARING CAN 2. THIS FRAMINGBE YCHFTTER(OIBTAIRNG GRAVEL CONCRETE E E LESS THAN 80" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS MODIFIED ON 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 METALUC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24- HIGH, 20' WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 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. ASTIR A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. B. 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 SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL AUGNMENT, EVEN THOUGH IT IS IN AN 4 IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF SPECIFICATIONS. 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 CONFUCT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. 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. COLUMN SCHEDULE 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS 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. 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 COORDINALOCATIONS WTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS TO THE TITO E BEAM. PRECAST UNTELS SHALL HAVE OPENINGS ALLOW REINFORCING BARS TO 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. HORIZONTAL, ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. 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 NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE `TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 5. GENERAL, MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 2. ALL BOND BEAMS (MARK "BB°) REINFORCING SHALL BE CONTINUOUS THROUGH BOND A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.H. 530-05/ A.S.C.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER 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 )• COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8r TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E 7-10/T.M.S, 602- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.i 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 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 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. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-04 AND SHALL HAVE STRENGTH IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWSE 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. CIEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE 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 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3' 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C. PLUMBING NOTES ON O.00L VIS(XUEEN (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 E GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'TIE 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 804.3, F.B.C. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLSHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. SUBSTRATE AT 4' O/C AS FOLLOWS; OTHERWISE NOTED. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 25M P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD 4 ALL PLUMBING PENETRATIONS MU�`T BE A MINIMUM 10'-0' FROM ROOF JACKS. ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN B. 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 95X MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28° MAX.) AND ADD 2- i BARS BOTTOM IF DROP EXCEEDS 0"• MTI_ FRAMING SELF TAPING SCREWS f12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC, 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAE SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE PTENS TO 15. PNEUMATIC FASTENERS SYSTEM BE HILT -COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES 15. LONG AND DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SMALL 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 B. 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 & ASIDE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR USTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD - PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBUSHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 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 SOUD WOOD PROPOSED SINGLE_fAMILY RESIDENCE BY: CLEMENTINE LOT 15 MEADOWOOD COPYRIGHT 2018 N N ❑ N ❑ N D 0 O to 1 Be 38„ 52d„ 25�• - 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" 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK .' 38" 70" 38" , SH 35 ` ` JM TYP. BAY WINDOW FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS I DOORS NOT LESS THAN It (35 MM) THICK, SOLID OR HONEYCOMB GORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-1 LESS THAN jr (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS BOLTS - A 307-00 TUBULAR - A50D-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0,48 MM) WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A51 E7OXX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. & THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION L`1E ➢EAQ 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: 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. RQML 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 OVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS EI NEI ®® E III T T 2x P.T. WOOD BUCK SHOWN TYP. M.O. 35 1/4' W M.O. 37 14/4" W M.O. 41 14/4" W M.D. 55 1/2e W M.Q. 78 1/2' W X 99' H X "99" H X YJ9' H X 99 H X 990 H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 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 tx6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY 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 Dwc SCALE SECTION DID. $GAIT SECTION DWI. SCALE INTERIOR ELEV. SCALE Fill BEAM LABEL Qm REWSION Ily NORTH ARROW ­V- BREAK UNE SCALE.-p°GRAPHIC SCALE C-1 COVER SHEET A-1 FOUNDATION PUN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PUN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 <DWr.> 2 INTERIOR ELEVATION 3 �# COLUMN LABEL F# FOOTING LABEL a1-1DE 0-0" FIN. FL SLAB 90 POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATOR_ uj a. S W W a LIJ w � � J w � U ZJ Z y o < a O O Q`o `a 0 O N 1a v v o Ca. c o® C - o o ,cmn Ln 1O _ pc N tUn w +- _ C i S N aS O no c U c 10 c E V C O O 7 C OG to E E o 2 a0 + C cu = 49 F- CUP O O Kn c c o x N E O LLI vpp ~O C=7 Z O O aw 'U O CIO d $Ln to .- i i • r x�r m J LL. Z O 0 Ou 0 W ,Ln-I F_ OJ ® Q W 2: U J N COVER SHEET C-1 FOOTING SCHEDULE DETAIL MARK SIZE Wx0 REINFORCING DESCRIPTION NO. W/2 /5 CONT EXTERIOR MONOLITHIC F-1 20" x 18' BTM. ONE STORY 1 W/2 /5 CONT EXTERIOR MONOLITHIC F-2 20' x 78' BTM. 0 RECESS 38 ISOLATED F-3 3-0' x 3'-0' x 12" W/4 /5 87M. E.W. PAD 7 W/2 15 CONT. F-4 20' x 16' 87M. INTERIOR MONOLITHIC 27 EXTENDED F-5 36x 20' x 18" W/4 /5 BTM. E.W. EXTERIOR MONOLITHIC 19 THICKENED EDGE 7E-1 70' x DROP x CONT. W/115 CONT. AT DROP 34 CDNC, POURED FILLED — CELL W/ STL, PER PLAN DOWELL & EPDXY (1) #s REBAR INT❑ SLAB 2 FILLED CELL LOCATION W/ 4' MIN. EMBED. INT❑ SLAB MISSED COLUMN STL. DETAIL TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN CONC. SLAB & MONOLITHIC FOUNDATION PER PLAN COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 81V8 CONC. BLK. W/1 FULLY GROUTED CELL W/1-15 VERT. EA. CELL C-1 BLOCK ®8'-0' 0 C MAX. OR AS LOCATED ON PLANS 8x16 C-2 BLOCK GONG. BLOCK W 2 FULLY GROUTED CELLS W 1— 5 VERT. EA. CELL 8x12 C-3 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS W 2— 5 VERT. 12x12 C-4 BLOCK CDNC. BLOCK W/1 FULLY GROUTED CELLS W/4-15 VERT. MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE OVERHEAD GARAGE DOOR OHD RECESS 20" DRIVEWAY / GARAGE INTERSECTION 8' i. •' 4' `I CONC. OR MASONRY COLUMN '46! a,' ,• y FIBERMESH ��' '.II MATCHING DOWELS 48 BAR DIA. MIN. FIBERMESH -- GRADE dd'�h. W STDHOOKS T. 1-15 CON FODRNG REBAR SEE FOOTING SCHED, i�' 1 3' MIN. COVER 10' �. l THICKENED EDGE #1 - .',.I;, t { • a ti r w v 8 L MATCHING DOWELS FOR ,1 .... —� COLUMNS 48 BAR 014 MIN. W/STD. HOOKS _ REBAR EQ. EQ. SEE FOOTING SCHEDULE SCHED. SEE CHED, EDGE BARS ALWAYS REMAIN. SPACE OTHERS TYP. EXTERIOR CONT. EQUALLY ,,. FIBERMESH O MONOLITHIC FOOTING ISOLATED PAD •I • • f 48 BAR DIA. SPLICE 81x8" PRECAST LINTEL. SEE LINTEL SHOP DINGS. FI.~ 1, FILL COLUMNS Ft� AND LINTEL SOLID W/ GROUT •I'+ BOW FILLED CELLS W/ 115 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN SCHED. 38 EXT. CONT. MONOLITHIC INT. BEARING WALL SEE FRAMING PLAN TRANSVERSE REBAR ONLY AS READ. SEE FOOTING SCHED. WELDED WIRE MESH e7 17 CONT. REBAR EQ. L EQ. L SEE FOOTING SCHED. SCH DOLE OMIT CENTER BAR EN ONLY (2) REQD 27 INT. CONT. MONOLITHIC 8 �,{ MATCHING DOWELS FOR COLUMNS 48 BAR DIA. FIBERMESH OR MIN. W/STD. HOOKS WELDED WIRE PAD REEAR MESH (SEE } SEE FOOTING SCHED. SCHEDULE) EDGE BARS ALWAYS I: .F REMAIN. SPACE OTHERS EQUALLY. 9 RIRIRIRIRIRIRIRI IF% -SEE OTHER SEE SCHEDULE DETAILS FOR FOOTING BEYOND 19 EXT. MONOLITHIC AT PAD PROJECT LOG ISSUED FOR START 04.04-19 ISSUED FOR PERMIT 12.07-20 a Lu J � A w w L a 0 � LL J z u z z 7 J LL a o 6 O a t8 cn .2p (n c q� T an wo O @ CL C 2 N �7 G pNj 21 C m C L m Ln V 0 C :Ei w c c Cd fO " �di E E o r6 v`o .2E2E-S��i oK _o 'cg F- E cn tC z $ a to 1.0 HJ � L.L � � a v o0 a O O w U ,In -I ' � J OJ LLJ 2 1/4" = 1'-0" U.N.O. FOUNDATION PLAN / A-1 �o 1 CALCULATION TOTAL U/A COVERED ENTRY COVERED PATIO GARAGE TOTAL AREA TOTAL AIR VOLUME CUBIC FEET = 16851.6 IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS J 1943 S.F. 116 S.F. 264 S.F. 583 S. F. 2896 S.F. U VALUE SHGC IMPACT .fit / .25 (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE O TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) 110 SMS 0 24' /C 25 GAUGE CHANNEL SHAPED STUDS 24' 0/C W/1 FULL LENGTH LAYER OF 1/2° TYPE GYPSUM WALLBOARD 0 APPLIED VERTICALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HILT! PINS .145" D14 x 1" LG. 0 16' 0/C W/ IN WASHERS INTERIOR PARTITION — 3/4" = 1'-0" TYP. WINDOW VERTICAL HEIGHT SEPARATION IS 8" - — - — - 0081 X SPACE IR(tOR N. -15LISF (2) /10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TIP. WALL SECTION 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) 110 XLS.M.S. EA END 25 GAUGE CHANNEL SHAPED STUDS- 24X40�DW/I FULLOLECNGTTHzLAYERDOF 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 Hi1T1 PINS .145" DIA x 1' LG. 0 16' 0/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 314' = 1'0' 6'-6. I � AC 12' AC CONC. PAD DETAIL N.T.S. II II II II N II N II F CO . PATIO 10'-8" CLG. II II II I I II PAVERS II II o II N II C 1 -4' I I u s'-o• _ LJ MASTER �� MASTER r BATH H DR096' " BATH 9'-4 CLG. - F 9'-4" CLG. 4'-6' SILL 0 42" X 54" FRAME r3p-Cr F.G. W-0° 4' '-2 4" ■ ■11111111111112 milli ��6020 FG (DSH H33 CHANGE IN J (TEMP) CLG. HOT. HEAD 0 8'-0' o� Lq MASTER SUITE 9'-4" CLG. K 6020 FG HEAD 0 8'-0" TEMP FRAMELE4TOSi�i TOP OF KNEEWALL PT GL W/ CUPS2X TOP PLATE & 1 2' PLYWD & 1/2- NON ASBESTOc FIBER CEMENT BACKER BOARD 1/2' WALL CAKNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMINGON SHOWER B SIDE KNEEWALL W/& TILE FlNI H FINISH THIS SI CL ° ROMAN SHWR PT 2X SILL P L L L, W/ 1/4' T FENDER WASHL L L L L s` TYP. KNEE WALL SECTION 1/2" = 1'-0" � il DR11 WASHER ER 28-1/27 SPACE DRYER VENT DRYER VENT LOCATION FRONT VIEW 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. GARAGE CEILING (4) 2x4 METAL STUD FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE Z Q J d ❑ J L� LJ w to FINISHED CEILING 2x WD BLOCKIN EACH SIDE OF I FOR MOUNTING 2x MTL STUD'. TYP. FINISHED FLOOR TYP. MEDICINE CABINET HB I DfRANSOM m OD SH25 ® ■ ■ARCHED OPENING SPRING 0 7'-4• TOP N------ — --- ---1 jr!I 08'-0" A.F.F. 10 0 2 4 BEARING WALL - ■ ■ ■ S E STRUCTURAL Z — — — — ® I I 4° 2' 0" I KITCHEN RANGE W/ MICRO ABV. a ° ■ m a 10'-8" CLG. DELETE STD. S' m co; DINING BACKSPLASH 1 I I Z DBL SINK W/ DSP. _ REFi o BEDROOM 3 vN� I ®a 10'-8 CLG. 1 o o 11 Dw 1 0� m 9'-4" CLG. y W.1 1 X m I F COUNTER 0 36' AFF 1y� B" ■ u u � _ KITCHEN CROWN ■ MOLDING ALL LEVELS P 2680 PKT DRS. ■ PORCH 4 9'-4" CLG.. Z ' PAVERS 0' 7'-0' 4'- ' 5'-ii' 5'-0' 3'- N I e m J A FOYER A4 I I I I I = 10 -B" CLG. rt X08�R v a p 16'-10' 5'-0 1/2' S-5 1{ ' 3'-6" 6'-0" B 1 °d' v� r iV 2'-0' L 1 '-0' 2'-0' M � ■ � GR AT ROOM BROOM ■ OA 16070 OHD - �� CLOS. ■ ■ ■ ■ 10'-8" CLG. o LT. 0UG o was VVV��� 9'-4"_C G. U TI LI TYINN NLY 4� 2880 0 FLAT ARCH �+' �� o 9'-4" CLG. ri I 8'-4° TO 9'-0' o 'j I I 5'-8' 20 MIN. SOLID CORE I SHELF 0 42" AFF 5'-0' 10' L4_1 DOOR JAMB OVERSIZED RABBITTED I F ° 7 F a I WEATHERSTRIPPINGOI 40' X.5 • M SUN. Pr, 11 LOPT.�I TWO BAY GARAGE I ■ 0 2880 880 1 N JJJ R-il GATT INSULATION 0 5'_6' _T 2•_4• _ 4 el 0 GARAGE DEMISING WALL I m I " R & S r N T-8" LF N �'' L------------------J I m w 0 0 31 LINE OF OVERHEAD DOOR BATH 2 6080 BP N ■ c`�.I I"� 31 SMOOTH COAT ts'—to' �9--4' CLG. L J STUCCO FINISH EXCEPT AT DRYWALL 1a 5-10" B'-0" •lillims ■■ ■■ ■ ■ 020 ANSO 020 TRANSO 020 TRANSO SH H33 BEDROOM 2 O O O (TE O S!!9'-4" CLG. ARAGE SEPERAT10N O REQUIREMENTS PER 306.2 P) SHI 35 WH PROJECT LO ISSUED FOR START ISSUED FOR PERMIT ui Lu W W Ld ul J Z w Z Z. N J o a "- 0 0 a' cn a :Ei 2 0 3 =�.�� _ N E o aEi E oo n. E 8 +' E ` N cu Ln Ao a�i o I=- E rn d c p 2 Z Q 'U W y I N LEI F� J con}W a Z W 0 0 0 U T 1 � W Ln U i +--I J n ' W OJ N 1/4" = V-O" U.N.O. FLOOR PLAN - A-2 mm E01p PROJECT LOG ISSUED FOR START 04.04-19 ISSUED FOR PERMIT 12-07-20 �— 40 COONC ROOF TILE, TYP. I I I ' I DECORATIVE STUCCO LOUVER MLUIUM ICAIURL DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. 12 6L,,-' 10'-8- T.O.B.B. 9-4" T.O.B.B. MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. - - — - - 00" FIN. FL SLAB -34.7 PSF FRONT ELEVATION - CLASSIC ODP = +28.4 PSF O -31.2 PSF MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. O D.P = +31.9 PSF -41.7 PSF 10'-8" T.O.B.B. 9'-4" T.O.B.BI 0'-FIN. FL. SLAB - _ - - —- REAR ELEVATION - CLASSIC 10'-8" T.O.B.B. 9'-4' T.O.B.B. --------------------0_-0_FIN_FL SLAB RIGHT ELEVATION - CLASSIC uj W J w W � W w z a Lu- J ?)Q J 6 W z Z. Z. Q Z O a ® L a 0 0 c �_ m Lm o ,s@ v c E 2 C =4cu a �0s��� Ea o�fo a6o9& S E T o v cL E 's — s a oa�i o `cg E cmc c 2 w au E s $ co m ',� 19 Z 1Z t 'C7 cn A a'. i LJJ LO 4 CD 0 •r • • a : ,r h� J � rW a Z O 0 0 W Ln 3: I"'I U .-i J ' W � 2: Ln 1/4" = 1'-0" U.N.O. ELEVATIONS A-3 "co PROJECT LOG ISSUED FOR START 04.04.19 ISSUED FOR PERMIT 12-07-20 'S' BARREL CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER JO/ 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 G4LV. TRUSS ANCHORS EA. END $ SEE PLAN/ ELEV. GALV. MIL DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENIITOUS FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTl1OUS FINISH OVER 8' CONC. BLOCK DO NOT EXCEED 5/8' THICK R 4.1 FI-FOIL BETWEEN STUDS $ O,-O' FIN. FL. SLAB N I I I I I I I TRANSOM B c TRANSOM D.P.= +33.4 PSF N D.P.=+33.4 PSF 0 30 3 PSF @ -36.3 PSF 8 D.P.= +33.4 PSF �/ O36.3 PSF c ,L STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN-F. (MAX. 8' O.C) INSULATION PER ENERGY GALC. RAT RUNS PER TRUSS MANE. 5/8" OMALL OR 1/2" '70UGHROCK' OREQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. 80x16" MASONRY BOND BEAM W/ 115 CONE. TOP & BOT - FILL W/ CONC. CONT. METAL POUR STOP 1/2' DRYWALL IX2 P.T. FURRING 0 24' 0/C EXTERIOR BLOCK WALL TO BE utiol .- MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & D67AILS :• `Coil ':::..'.:�IIIIIIIIIIIIII� TYPICAL WALL SECTION SCALE 3/4' = 1'0' El El FG D = +33.4 P D.P.= +33.4 PSF D.P.= +33.4 PSF 3'-0" PO S -36.3 PSF -36.3 PSF El -0O D.P.= +33.4 PSF O-36.3 PSF 0 D.P.= +31.9 PSF O-34.7 PSF 5/8" THICK MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. PRE ENGINEERED WD. TRUSSES •< @ 24" 0/C TYPICAL R-40 BLOWN IN INSULATION THROUGHOUT AIR CONDITIONED CEIUNGS---__ COV. ° PORCH FOYER GREAT ROOM SLOPE ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2744 (SQ.FT.) x 144 = 395,136 SQ IN. / 150 = 2,634 SQ. IN. REQUIRED NET VENT AREA f 15 SQ IN. PER LINEAR FT. (176 LF) VENT = 2,640 SO. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS TYPICAL INSTALLATION ,, WINDOW ASSEMBLY AS REQUIRED MANUFACTURER MARBLE �— — CAULK SEAM AT �• °' 'MORTAR OR :. WINDOW INSTAL :. GROUT,• o '' .' ;•' .. .:: a. .. ..,.. '. . DRYWALL A! 4 • • 3/4' FURRING TO•� MASONRY WALL 4 COATING ' C.M.U. *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 LIQUID APPLIED FLEXIBLE CONCRETE FLASHING WATER PROOF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF. SPEC FULL AND HEAD JOINT PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 12 6 12 6 \\ �J - - _ - - - - — 0'_ 0' FIN. FL SLAB mK LEFT ELEVATION - CLASSIC STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) COVERD PATIO SLOPE SECTION A -A - CLASSIC — _ 10'-B" T.O.B.B_ — _ 9'-4" T.O.B.B. -0'-0' FIN. FL. SLAB 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 & 1 x PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. CONC. OR MASONRY ALUMINUM FRAME IX4 P.T. BUCK SET IN STUCCO FINISH FASTEN TO BUCK W/ 3/161x2 1/2' TAPCON SEALANT AND NAILED W/1-1/2" CASE HARDEN PETER CAULKING 2x6 P.T. BUCK SET IN SEALANT FASTEN SCREWS 0 12' 0/C PERIMETER SEALANT COIL NAILS AT 12' 0/C. �• CONC. OR MASONRY lx4 P.T. BUCK SET IN W/ 1/4' D4l x 4' SEALANT AND NAILED STUCCO FINISH CONC. OR MASONRY 13 TAPCONS 3' FROM E.E. W/1-1/2" CASE HARDEN J :.0pa o AND 12" 0/C MAX. CONC. OR MASONRY qa COIL NAILS AT 12" 0/C. O 8 o ix4 P.T. BUCK SET IN 6. : o qa' ° O ' MAX• DOOR TRIM SEALANT AND NAILED CASE HARD DOOR FRAME COIL AWLS COIL NAILS AT 12' 0/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ CAULKING CAULKING (2) /6 GAILY x 2' =0 DRYWALL BOARD ALUMINUM FRAME SCREWS 0 2 0/C FASTEN TO BUCK W/ DOOR FRAME DOOR TRIM CAULKING 3/16'x2-1/2'"TAPCON FASTEN TO BUCK W/ PERIMETER SEALANT SCREWS 0 12 0/C (2) /6 GALV. x 2" SCREWS 0 2'-0' 0/C STUCCO FINISH PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ BY DOOR MANE. GARAGE DOOR ALUMINUM FRAME SECURE FRAME TO SILL /8 x 1 1/2" SCREWS 0 18' 0/C PERIMETER CAULKING GALV. STL VERT. TRACK BY MANF. FASTENED TO TRACK BRACKETS W/ WITH SILICONE CAULKING DOOR FRAME FASTEN TO SILL W/ FLOOR COVERING 1/4'-20xi/2' CARRIAGE _ 16 x 2' SCREWS BOLTS & LOCK NUTS OO° ° ' • ' o 'O 'O G4LV. STL TRACK •° : Oa ' BRACKETS FASTENED E--FLOOR COVERING 0 �.— CONC. FLOOR SCAB TO WOOD JAMB W/ 3/16 zi-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SILL 0 .� . 0000°o. q O — PERIMETER CAULKING µwu. s uEnroD OF COLUMN W/ 5/8" WEDGE PERIMETER CAULKING — STUCCO FINISH ATFA"w SH4L ANCHORS 0 2 -0' 0/C VERT �s (6" MAX. FROM ENDS) AND GROUT BED 2 FROM INSIDE EDGE OF 2X CON SILL DETAIL (DOOR) IJAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL S z uj J m m � J a a J LL o J J w L 11 y Ly � V Z J LL� a O Q � o Q � � o v � C f0 7 p & d O 7 iv 2 � , rA 'Eun 0 CRJ -8 a--+ L fay+ N C � fO E n C o f0 on � O v— . O C EO U C G7 0 7 C C- w E 0— O +ttom;; E aEi i $ a1 Q? o f2 o E9 E N rn N c pLij S o .p O Z a °0 OIZ Q FU�I J V � hW o 0 T 1 3j O W 0 ,�-I ' � J i W � N 1/4" = 1'-0" U.N.O. ELEVATIONS SECTIONS r A-4 L / ENG. AND APPROVED WOOD TRUSSES SEE TYR WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE INSTALL PER. MFR. SPECIFICATiONS SEE PLAN h CONT. MASONRY BOND BEAM CONE POUR STOP 8° CMU WALL a5 CONNECTION DETAIL (3) 161) TYP. K REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 T—BRACE AT FA VERT. NAIL w/f6d NAILS 0 8" 0/C (b CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE 1/2" 3/8' DISCREPANCIES PRE—ENG. WOOD TRUSSES SEE TYP. WALL SECTION 1 2 DRYWALL OVER PRE—ENGINEERED WOOD FOR ACTUAL HEEL AND TYPICAL FURRING ROOF TRUSS 0 24" 0/C O.H. CONDITIONS SIMPSON MGT W/ 22-10d USP HDPT2 OR HDPTD NAILS INTO TRUSS FASTEN TO WALL W/NAILS PER SCHEDULE AS READ. FRAME BEARING WALL EXTRA LAYER OF 1/2" DRT7YALL SURRONOING FRAME ARCH CONC. TIE BEAM OR ELEV. MASONRY BOND BEAM TYPICAL. FURRING STRAP DBL. TOP PLATE TO STUDS APPLIED TO SHEATHING (1) OANNC�H�OR W/ "USP' SPTH 4, 6, OR 8 U-STRAP OVER INTO BEAM W/ TOP PLATE AND DOWN EACH SIDE 50 MIN. EMBED. W/ (6) 10d NAILS (TYPICAL) 19/32 PLYWOOD ARCH SET IN EPDXY W/ WOOD STUDS 0 16" 0/C (PER PLAN MAX. UPLIFT = 3965# 29 fSOLID BLOCKING 0 4'-0' 0/C SECTION VERT. MAX. OV 2 STRAP BOTTOM PLATE TO STUDS 5 CONNECTION DETAIL TOMPPLAT AND 6, EACH SIDE U-STRAP A5 CONNECTION DETAIL A5 W/ (6) 1Dd NAILS (TYPICAL) ROOF SHEATHING NAIL PER SCHEDULE 5/8° WEDGE ANCHORS 0 24" 0/C CONT. FASCIA BOARD (SEE WALL SECTION) NAIL AND 6" MAX. FROM OPENINGS TO LADDER W/ 16d 0 8" 0/C B W/3%3"0 /4° STEEL WASHERS EMBED 40 MIN. 2x4 LADDER FOR O.H. 0 12" O/C FLOOR SLAB It mull 2x4 LADDER PLATE ANCHORED TO GE S2 TRUSS W/ i6d VIALS 0 B° 16' MAX. 0/C MAX. F =FILLED WITH GROUT / U =UNFILLED !E _ QUANTITY OF #5 REBAR AT 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0° 0/C BOTTOM OF LINTEL CAVITY i- SECTIONF o CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/4 x3° LG. TAPCONS 0 12" O/C MAX. AND TO BLOCK OR CONC. W/ HIL71 DNi-62-P8 0 8- 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24' SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RiB METAL LATH 20 PT BLOCKS ALONG ARCH AWL TO PLYWD. EACH END W/(3) 10d x 1-1/2' COIL NAILS #5 REBAR AT TOP MIN. (1) REQ'D e. 1-1/2" CLEAR a G C.M.U. —�— WALL SHEATHING NAIL PER SCHEDULE 6 GROUT RF16-1 R/1 T GABLE END FASTEN TO SLEEPER W/ 16d NAILS 0 4" 0/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8' LG. 0 6° 0/C USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS a f5 REBAR REINFORCING 0 0 PROVIDED IN LINTEL (VARIES) L L-NOMINAL HEIGHT QUANTITY OF J5 NOMINAL WIDTH REBAR AT TOP 7-5/8' ACTUAL ° NOMINAL HEIGHT 0 EA. TRUSS VERT. WEB (24° 0/C) W.. , CONT. CONC. OR MASONRY TIE BEAM SEE TIE \ BEAM SCHEDULE ; 4 CONNECTION DETAIL 2x4 LATERAL BRACING 0 4'-0" 0/C TYP. 0 WALLS BUB BF16-OB/1T BF16-1B/1T BF24-0B/1T 8F24-1B/1T 8F30-1B/1T A ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 21 81 101 12 8d 2201 4401 6601 8801 11001 1320 10d 2651 051 8001 10651 IJJjj 1500 II II II II II II II II � IN �il0IIIIIIIIIIIIIllm 10 9 7 LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2106 355 788 247 8F34-1B/1T 2 4'-4- 6490 0 4033 0 BRF14-1B/1T 3 5'-4' 5809 0 3057 0 BF16-1B 1T 4 7'-6- 2882 130 1548 97 BF16-10/1T 5 7'-6° 2882 120 1548 90 BFi6-10/1T 6 6'-8" 3581 355 1947 247 BF16-10/1T 7 4'-0- 8859 1270 5572 435 BFi6-18/1T 8 7'-6° 2882 1253 1548 436 BF16-18/iT 9 7'-6° 7857 0 3323 0 BF32-18/1T 10 13'-4" 3250 0 1178 0 BF32-10/1T 11 1O'-6" 1533 423 914 275 BF16-18/1T 12 9'-4° 2000 210 1027 82 BF16-iB/1T 13 14'-8" 1079 217 477 75 BF16-16/1T 14 4'-0- 10000 250 7184 100 8RF30-iB/1T 15 7'-6' 2882 946 1548 330 BF16-1B/1T 16 S-6° 10000 1841 7428 1 650 8F16-18/1T 17 7'-6' 1 2882 1270 1548 435 BFi6-10/1T 18 4'-0- 8859 1253 5572 436 BFi6-18/1T 19 4'-0- 8859 1253 5572 436 8F16-1B/1T 20 4'-0- 8859 1253 5572 436 BF16-10/1T 21 S-6- 10000 1841 9578 650 BF32-1B/1T 22 5'-4° 5809 1270 3057 435 BFi6-18/1T 23 4'-0- 8859 250 1 5572 100 BF16-1B/1T 24 4'-0° 8859 250 1 5572 1 100 BFi6-18/1T 3 Iv N 1 PROJECT LOG ISSUED FOR START 04.04-19 ISSUED FOR PERMIT 12-07-70 W Lu uNi J y ^m S u#i LU a mLL I Z Q. L Z J K m z J °a 0 Q Z L a c R 0 0 vv _-�.�w O c d a C o 0 �En0 C S ns - o`er n- cC�Lti o c fO o u ai t c � }+ 1n m EL ai E E o m L d o N o ('g. E Im C p 2 C o' W cu E `a x V R S V OV_ N ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE SWITCH TELEVISION JACK Q NEST ® RECESSED $ �✓ DETECTOR EYEBALL QII� AT 12' A.F.F. I SINGLE POLE Q PRE TUTTED SECURITY U58 STATION IH DUPLEX RECEPTACLE f3 STIWITC WAY 220 V. RECEPTACLE FLOOD LIGHTSn F.P.&L METER AT 12" A.ff. sD SMOKE ® & DISC. Q WAC DETECTOR ® DUPLEX RECEPTACLE S4 �� WAY I THERMOSTAT SMOKE /CARBON ® BREAKER EL c AT 8" ABV. COUNTER r I INTERCOM MONOXIDE DETECTOR � EXHAUST DUPLEX RECEPTACLE S SWITCH I AT 60" A.F.F. SWITCH FAN FLUSH IN FLOOR R RHEOSTAT DISCONNECT TELEPHONE OUTLET � FL EXHAUST FAN DUPLEX RECEPTACLE SWITCH AT 12" A.F.F. PADDLE FAN W/ LIGHT GFI GROUND FAULT D DIMMER TELEPHONE OUTLET W/ OR WO/ LIGHT LV DOOR FLUSH IN FLOOR FLUORESCENT RELEASE Q� DUPLEX RECEPTACLE SWITCH FIXTURE CLG. MNIED. Q� I TOP REC. SWITCHED fK KEYED ® INEC��R INCANDESCENT LIGHT I VOLUME CONTROL Q� DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CE/UNG MNTED. QUADRUPLEX WP WATERPROOF KEYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE m DUPLEX RECEPTACLE JUNCTION FIXTURE WALL MNTED. uc UNDER COUNTER BOX Finl SPEAKER HI HAT TR LOW VOLTAGE HOME RUN ® CLG. MOUNTED TRANSFORMER Q INTERCOM © DOOR CATS ® HI HAT FB FAN BOX 7 I STATION I CHIME T HOME RUN VAPOR PROOF IN CLG. ELEC. PANEL "UNIT A" 200 AMP CIRC, DESCRIPTION POLE BRKR WIRE KVA, 100% 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 RANGE 2 50 6 12.0 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 10 45 0 1 WASHER 1 1 20 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 10 GEN. LIGHTING 1 15 14 5.5 0 1st 10,000 at IOOV = 10,00 REMAINDER AT 40% = 12.52 A/C LOAD AT 65% = 6.24 TOTAL = 28.76 x 1000/240 = 119.8 CALCULATION NOTES: A HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 1,812 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,436 / 10 (GEN.LTG.CIR.) = 543 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL DWELLING UNIT BEDROOM RECEPTACLE AND LIGHTING OUTLETS PER 2017 NEC. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F.F. IF APPLICABLE NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX, *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA Plans are Prepared for the Builder and rot 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. 200 AMP SERVICE M (1) SETS OF (3) 14/0 AWG, THWN IN 2" CONDUIT A" PANEL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM i dui PHOTO CELL SENSOR IN SOFFIT PROJECT LOG ISSUED FOR START 04-04-19 ISSUED FOR PERMIT 12-07-20 W ui d LLJ J LLI m � w a O E m a m o Q C m O O � O O_ 7 G C 0. CO C IS 1 n 9= 0' En C > = Q) — H ito . C a+ _p r O ro 0 G W O a ca. O N E S a� E O_ O_ p U ti i •O O a-+ CL)p t � K > � U F— E O CT �— C ,o C O O = (=3 cu M O N S Z MU yU— t U QUI v C ENO ry J W � � a z v � rW O w Ln 0 � J r � W � V7 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN r7-1 t� W=15 PROJECT LOG ISSUED FOR START 04-04-19 ISSUED FOR PERMIT 12-07-20 JIBATHj k ACT D COV. PATIO W/ 12" FLEX 8"0 mmm wwmv FIB 12"0 iE E3 1ox10x5 12 11 CFM 10101 ' ATH 21 yd1„ x1 50 CFM 1 vv/"i' EXHAUST; I FLEX 10x1Ox 151 CFM BEDROOM 2 D® NOT SCALE PLANS 2" KITCHEN AiW KIT CO DW r 2" AVV 2. LAV LAV CO 3" 2" 2" VTR we J 2" SIM 3" 3• MASTER BATH 3. 20 A TUB YrBATH � co `J.r 3" 3" LAUNDRY PLUMBING RISER DIAGRAM TWO BAY GARAGE 6= GOLF CART f CU-1 3.5-TON GHO mw-1 5 3601 GROVE CT FORT PIERCE, FL 34951 U4 Q_ J Z LL W �o V w 7 y J c a o O o t a C w OT O C i C 12 f0 G f0 �•• '.. COL im O C :E +L+ C @ N s CO R y aL... •� N = !1 -8 Ol co • y O — X •'ay_.. C U EO. O C C C 'm f0 d O E G a' E •� $ -p N N 90 v �§! cn cn c g = ui W 5 O Z C fa -0 N 'a_a D� J LL- a � U > , M� p u w U O (J � J i < �Lu 2: 1/4" = V-0" U.N.Q. MECHANICAL PLAN M-1 FILE COPY.