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HomeMy WebLinkAboutPLANS^L 1 , O 6 ©2� ovk �evx OtA?%.%N , �I 1 nGAE 0 J a PROJECT LOG ISSUED FOR START 04-03-19 ISSUED FOR PERMIT 05-30-19 a 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 COMPUANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD 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 cL. GLASS COL. COLUMN GWB GYPSUM WALLBOARD CONIC. CONCRETE GYP. BD, GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL DOUBLE HPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION DW DISH WASHER INT. INTERIOR ES EACH END I.G. LONG ELEC. ELECTRICAL LIN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE LT. LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C ASTM GRADES NI OR NIT. PROVIDE PRECAST 00PSI) LINTELS AS NECESSARY. (fm = 1500 PSI) R 1. PROVIDE ix2 P.T. FHORIZONTAL 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 ALL OTHERP LOCATIONS RTO F.B.C. SECT10N IBE MGLAZNG 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 WITHIN 24"RAND PARALLEL A DOOR SHALL TEMPERED. 2, ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 2017 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 USING THE FLORIDA GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST RENEW 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 RENEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. 6, VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER S. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 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 SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 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 RENEW 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 S. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION, RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. S. 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 OR 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. BEAM SCHEDULE NOTES SELECTED BY BUILDER. MIN. MINIMUM T.O. THROUGH OUT 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND M.O. MASONRY OPENING TO.B.B. TOP OF MASONRY BOND BEAM HORIZONTAL: BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MONO. MTL TL MONOLITHIC METAL T.O.PL. TA.T.BT.B. TOP OF WOOD PLATE TOP OF TIE A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK V) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.Y. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. 0/C OVER HEAD DOOR ON CENTER TYP. U.N.O. .BEAM TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL: NOTED -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 UNEER FOOT UL V.I.F. UNDERWRITERS LABORATORIES VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E, 2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER P.S.F. P.S.I. POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE 8" TO FIT BLOCK PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. 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 PART'N. PARTITION WC WATER CLOSET WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8. PKT. PLYWD. POCKET PLYWOOD WD. WOOD 602- B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 5COMME5/A Y ON 7- SPECIFICATIONS 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE S.C. SOLD CORE 8. 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. S.G.D. SF SUDING GLASS DOOR SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. SH SINGLE HUNG 7. CLEANOUT OPENINGS SHALL PROVIDED AT THE BOTTOM GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XlTS UNLESS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REWIRED FOR ALL 120-VOLT, 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 SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS 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 OHD 18070 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P= +28.5 PSF +39,2 PSF -43,7 PSF 2-3 4" MIN. EDGE DISTANCE. 6' FROM END -34.8 PSF B FL-7630.1 3080 DR THERMA TRU N/A 1/4" TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.- +31.9 PSF +50.0 PSF -50.0 PSF 6" & 14 O/C MAX. SPACING. -34.7 PSF C FL 17499.1 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P: +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF D FL 17499.1 SH 25 MI WINDOWS &DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED - D.P,- +31.9 PSF +55.0 PSF -55.0 PS 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF E FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16" 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 0 12- O/C MAX SPACING -31.2 PSF H FL 17499.1 (2) SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED DR= +31.9 PSF +55.0 PSF -55.0 PSF 0 10. O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF 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 SOL 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 K 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 L 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 PS 0 10. O/C MAX. SPACING & 2- FROM EDGE -32.7 PSF M 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 PS 0 IT O/C MAX. SPACING & 2- FROM EDGE -32.7 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. 104-1 4" HORIZ. MI WINDOWS &DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4)fASTENERS PER lX1P TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 ROOFING NOA NO. 17-0822.13 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 pat BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12' GRID, 6' O.C. AT A MIN. 4" N/A N/A PEEL & SUCK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4' 0/C) W/ 1-3/4" EMBED. N/A N/A PER NAIL. BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH AO 3IB-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 - HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. D 3/4' BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE=2" UNFORMED PLUMBING NOTES 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" D.C. ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3. F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSHED BY THE SUBSTRATE AT 4" O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4' LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERIICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWSE NOTED. 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 MUST BE A MINIMUM 10'-W FROM ROOF JACKS. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 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 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 MTL. FRAMING: SELF TAPING SCREWS /12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8'. USED FOR SOFFITS OR CEILINGS 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER RATALAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7 DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THEPURLDNGR. DOWELS AS VERTICAL BARS ABOVE. 1-1/2• LONG AND .120' DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN, WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED i:- ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT STALL "FLORIDA B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2 1O . 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 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 a PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES °GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(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: G "'0 HOMES CLEMENTINE LOT 13 MEADOWOOD COPYRIGHT 2018 TYPICAL "MI" WINDOWS N N ❑ N to m w - I - - F-i L I SH 15 SH 25 SH 35 M.O. 20 1/8" M.O. 38, M.O. 54 1/8" ix, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 SON P.T. WOOD BUCK P.T. WOOD BU1 38" 70" 38" SH 35 am�� TYP. BAY WINDOW N ro 25}" SH H35 ■ ■ M.O. 27 1/2' FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN J' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3E LESS THAN V' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELUNG 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 E7OXX. 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 r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION LIVE 2EA4 PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WINO: 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. ROIL 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. 2x P.T WOOD BUCK SHOWN TYP M.O. 35 1/4" W M.O. 37 1/4° W M.O. 41 1/4° W \ M.O. 55 1/2" W M.O. 78 1/2' W X 98 1/2" H X 98 1/2" H X 98 1/2" H \\\` X 98 1/2" H X 98 3/4" H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB I ' EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 1411 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 ix6. 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. I'f' / C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN SYMBOLS LEGEND # DETAIL SCALE DETAIL DWG. SCALE SECTION Owc. SCALE SECTION Dwc. SCALE # INTERIOR ELEV. SCALE BEAM LABEL AREVISION N NORTH ARROW BREAK LINE a z• a' e' GRAPHIC SCALE SCALE: lt• 1 4 DWG. 2 INTERIOR ELEVATION 3 �# COLUMN LABEL F# FOOTING LABEL :mZ-1LIIL 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 IqV ELEV 0'-0" FIN. FL. SLAB SCANNED St. Lucie CountY �q�& oo NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION W LU W W Z J J LL1 D y LL U n m Q o O J a � z 0 0 to Ent .� .� o 0 1a c aJ S p 1a c U w cL c E O 78 c en d d E d O � C•�P. pO Q1LU O Ou E o L u VI c C 93 (� C O _O 346 O 2 N .J U_ Z o 0 = U r-H j 0 0 W 2: w -- J V) m COVER SHEET C-1 W=13 FOOTING SCHEDULE DETAIL MARK SIZE WxD REINFORCING DESCRIPTION NO. W/2 15 CONT. EXTERIOR MONOLITHIC F-1 20" x 18" BTM. ONE STORY I W/2 t5 CONT EXTERIOR MONOLITHIC F-2 20" x 18" BIM. 0 RECESS 38 ISOLATED F-3 3-0" x 3'-O" x 12" W/4 15 BTM. E.W. PAD 7 W/2 15 CONT. F-4 20" x 16" BTM. INTERIOR MONOLITHIC 27 EXTENDED F-5 36" x 20" x 18" W/4 15 BTM. E.W. EXTERIOR MONOLITHIC 19 THICKENED EDGE TE-1 10" x DROP x CONT. W/115 CONT. AT DROP 34 I T. BEARING WALL SEE FRAMING PLAN TRANSVERSE REBAR ONLY AS READ. SEE FOOTING SCHED. WELDED WIRE MESH CONT. REBAR EQ. EQ. SEE FOOTING SCHED. OMIT CENTER BAR SCHEDULE 2� EN ONLY (2) REQD INT. CONT. MONOLITHIC 16 MATCHING DOWELS FOR COLUMNS 48 BAR DIA. FlBERMESH OR ., MIN W/STD. HOOKS WELDED WIRE PAD REBAR MESH (SEE } SEE FOOTING SCHED. SCHEDULE) EDGE BARS ALWAYS REMAIN. SPACE •I' r1. OTHERS EQUALLY. SEE OTHER SEE SCHEDULE DETAILS FOR FOOTING BEYOND 19 EXT. MONOLITHIC AT PAD COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 8x8 CONC. BLK. W/i FULLY GROUTED CELL WII-15 VERT. EA. CELL C-1 BLOCK 0 8'-0" O C MAX. OR AS LOCATED ON PLANS 8xl6 C-2 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS W I- 5 VERT. EA. CELL 8x12 C-3 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS W 2- 5 VERT. 12x12 C-4 BLOCK CONC. BLOCK W/i FULLY GROUTED CELLS W/4-15 VERT. CONC. OR MASONRY z. : ;., w `.. COLUMN 4':•,'i � y --® F-FlBERMESH �' MATCHING DOWELS FlBERMESH 48 BAR DIA, MIN. FOOTING REBAR GRADE d.• SEE FOOTING SCHED. OTYP. EXTERIOR CONT. 1 MONOLITHIC FOOTING 1-15 CONT. 3" MIN. COVER 10" 34 Li THICKENED EDGE #1 v I MATCHING DOWELS FOR — COLUMNS BAR 0 MIN. W/STV. 4l D. HOOKS PAD REBAR EQ. EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE SCHED. REMAIN. SPACE OTHERS EQUALLY O ISOLATED PAD FlBERMESH JA 4 __7�-- �. r, SCHED. 38 EXT. CONT. MONOLITHIC PROJECT LOG ISSUED FOR START 04-03-19 ISSUED FOR PERMIT 05-30-19 LLj % w d Ld J w Q ¢ 2 m LL m LL J Z Z O y W h W ZO J Q a N Z t 0 a c c}o 0 0 0 rn . � C p Q A c- — a cu o o ' 1-0 aa) a E ui gO N w 3 c _ cu w .u) o E f� a G =p 4 v, awi E E o 2 o E P fl-v E = o QJ v o o � " ~ o N N N cs O w 0) E v Z p N i u (J z 0 E O Lf N Lo E 40 4./ U Lu C — U J V 2 CN 0CN h Sig (D IU J a W V o 0 a 0 0 v rn o w ' 1/4" = 1'-0" U.N.O. FOUNDATION PLAN "v� MW - 13 CALCULATIONS 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 s'-s^ a I 12" AC CONC. PAD DETAIL N.T.S. FINISHED C 2x WD EACH S FOR MC 2x MT TYP. rynRy:ln�e 1812 S.F. 116 S.F. 233 S. F. 583 S. F. 2744 S.F. TYP. MEDICINE CABINET DRYER VENT DRYER VENT LOCATION FRONT VIEW GARAGE CEILING —1 (4) 2x4 METAL STUD FLOOR RO CEILING GARAGE FLOOR (2)EACH STUD TOP & BOTTOM FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HIL77 PINS .145" DIA x 1" LG, 0 16' 0/C W/ 1° WASHERS 11INTERIOR PARTITION 3/4" = 1'-0' 9'-4" LO.B.B. 10'-8" T.O.B.B. (2) /10 S.M.S. TOP & BOTTOM ® 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 CAUGE CHANNEL SHAPED STUDS- 24X40/) W/i FULL OLENGTTHxLAYERDOF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ i" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONE. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTI PINS .145" DIA x 1' LG. ® 16° 0/C W/ 1- WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'D' 3//4" THK TEMP QMELESS TOP OF KNEEWALL W PT ° 2X TOP PLATE & 1/2 GL 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 FINISSH FINISH THIS SIDE " 0 ROMAN SHWR mi PT 2X SILL PLATE m L L ` LLLLL- L—LLL—L—L LLLLLL LLLLLLL WP. KNEE WALL SECTION 1/2" = 1'-0° CHANGE IN CLG. HGT. Q6020 FG (TEMP) HEAD 0 B'-0 o� z FImn /^� JSH 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. 35 yHB N ® ® ® ® MT _ R & S 3-°" SO ®B'- ° 2^ ° 13,_10. WH 26,-8, 8_g " I 54" 4" FR WIC MP. F.G. W/ CL SILL 06j2 BATH MASTER ao 9'-4" CLG. "a 8'-2" °0 0° 9'-0" 6080 BP ESS 4 m N 4 BEDROOM 2 N 9 -4 CLG. 5'-10". 8'-0° GARAGE SEPERATION REQUIREMENTS PER 306.2 SMOOTH COAT STUCCO FINISH r — -I EXCEPT AT DRYWALL ICI is N ® •.� MASTER SUITE 9'-4" CLG. 15'-0" o q h N ll --I is n O •I N „O UN, 5 SH. m . O 108 KNEES X 52" MIR O OR ~ b m ® ® _r N ® ® 5'-0" FLAT ARCH 8'-4^ TO 9'-0" °'-°" PAVERS B 4'-0" PATIO 0'-8" CLG. '-0" 4n N DINING 10 -8 CLG. F N r7 _ i TH' LG. 2 N a 2'-4" 3'-g' 6080 BP d I N o I N�3 I I LINE OF OVERHEAD DOOR a f ——'b------I ------------ _ - R-11 BATT INSULATION �= o 0 GARAGE DEMISING WALL OPT. D 1 - ° 20 MIN. SOLID CORE TWO BAY GARAGE L — DOOR W/ RABBITTED I 5'-B' JAMB OVERSIZED WEATHERSTRIPPING 2- 0 2880 DUG0 N �I BROOM ® ®� O ®®® CLoS. ® m ® A 16070 OHD �1 2'-0" B 3080 Z a XTDR a l loco " I a ® � PORCH � � PAVERS " 2'_0" 9'-4" CLG. a 6'-4" I 8 1 1=a w -m I o 0 0 Nv I Wow OC I a ® I ---- ARCHED OPENI G SPRING 0 7'-4" TOP n N N m M -- R & S -8" LF o O SHELF 0 42" AFF GREAT ROOM 10'-8" CLG. 16'-10' _ _ R&s N O i o ° ° <3-2 40" X 5 ° M 2880 — _°= 680 SLISH (�PT.I L _Ic L — x 2'-0 I c o G.-5 U TI LI TY Z 9 -4 CLG. IN o I -I b I 5'-0" - 10 � m 10 I aIAC °° ° ti e a I CO l ® o I I G S'-0 1/2° V-5 1/ " — 3_g^ 6 0. 7'-0' 4'-8" 5'-1 " FOYER 10 -8" CLG. 2680 PKT ORS. 5'-0° S- a KITCHEN CROWNN � MOLDING ALL LVLS: --N i° COUNTER 0 36° AFF ILJI II DW l a - J — DEL. SINK W/ DSP. DELETE STD. KITCHEN IBACKSPLASHII 10'-8" CLG. 15'-0' 3'-3" N R°�° " I REFI m a o a 4' 2 0 � BEDROOM 3 9'-4" CLG. a RANGE W/ MICRO ABV. —I I 2 4 BEARING WALL - S E STRUCTURAL - O BHT 5020 E TRANSOM f0'-B" TO.B.B. 9' T.O.B.B. lO ?5 PROJECT LOG ISSUED FOR START 04-03-19 ISSUED FOR PERMIT 05-30.19 ui Lu d w a W Z) � q LL LL W Z Z i g60�� N H Pc i J a Z Q a 0 z 0 E ~ 0 U I COS O!q E 17 C Om 0 u P A C — " �! C Q r N. O xi t D F� ICI � J W W Q C) ou o V W '2 o J ' 0� W v~i 1/4" = V-0" U.N.O. FLOOR PLAN A-2 MW m 13 ELECT. PANEL /CHASE PROJECT LOG ISSUED FOR START 04-03-19 ISSUED FOR PERMIT 05-30-19 12 6 CONC ROOF TILE, TYP. DECORATIVE STUCCO LOUVER i ' I I \ _ - 10'-8" T.O.B.B. a 9-4" T.O.B.B. _ I MEDIUM TEXTURE o DECORATIVE CEMENTITOUS FINISH 8888 m ON BLOCK WALLS, TYP. I I f u D.P.= +31.9 PSF D.P.= +31.9 PSF - - M -32_7 PSF - - —O -32.7 PSF - — - - 0_0" FIN_ FL. SLAB OD.P.= +31.9 PSF 31.9 PSF 34.7 PSF D.P.= ±34.7 PSF FRONT ELEVATION - CLASSIC i5 fl.c naE wn O c aLni o 2 c s ,�Ln a>>p o— o - 4.0' 12 a - 4.0" �Ij, o_ n. '� .�, C 'O �8 O O O C d Uo w E E 2 E •S N CnL N U °.' > a�i o c0i. � E I N C o +-+ Fw- E � V V = Z O d V U' _ 10'-8" T.O.B.B. -moo s a rn ---- c +� I 9'-4" T.O.B.B. I I Z E b :.. �,. 0 I I C/ O D.P.= +31.7 PSF 0. -34.7 PSF D.P.= +29.9 PSFfl F� -37.7 PS - - - 0'-0" FIN, FL. SLAB o m t ----------- u 0 OD.P.= +311.2 PSF — MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH REAR ELEVATION - CLASSIC '. w Q ON BLOCK WALLS, TYP. `� © V � T J 0 I I I I I I I w I I r~ �I - 10'-B" T.O.B.B. r� u- ---- _ 9'-4" T.O.B.B. r.T� TRANSOM a Z N W O O U Ouj D.P.= +33.3 PSF 0 17�� El El� C -I O 0-36.3PSF Lu C/) p H E�DO�D.P.= +31.9 PSF 1/4" = 1'-0" U.N.O. ------------- 0-34.7PSF ----------------- - - -0'-0" FIN FL. SLAB ELEVATIONS O D.P.= +28.5 PSF 34.8 PSF MEDIUM TEXTURE LEFT ELEVATION - CLASSIC DECORATIVE CEMENTITOUS FINISH A-3 ON BLOCK WALLS, TYP. MW=13 W � m V ��1 a LLI a W J ? � r z W K m LL U " 41 z � J = a � z z Oa rfi t., KS 6 —0 Product Submittal Sleet virryloorp.OM 8000 NW 79th Place P305477.6464 Clarkwestern nation Building Sys4ems LLG Miami l'b'da33i88 P305477,4108 CS58-300V 1 5/8" 1 3" wide vent (one piece) 5' overall width, perforated flanges 1 15 3" Soffit Vents — Continuous one-piece Soffit Vent with reinforcing rib to key into stucco BamP, piaster. Vent Clips are Provided to connect Soffit Vent and to assist in alignment Vent area 15 square inches per lineal ft, Caulk all intersections, bud joints, ends and corners at time of installation. A,ivi♦1ll C'illK4llaiii "WiWIRO �yR'ORI� vinyloorpi 8000NW 79th Place P 305.477 S454 Clarkwestern Dietrich Building Systems LLC Miami, Florida 33155 F 305.477. 4100 — — Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. /"—fir„✓-" 1578-50UL I 7/8"012" 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 Number7,757,450 Caulk all intersections, buajoints, ends and corners attime of installation. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED Al 2744 (SQ.FT.) x 144 = 395,136 SQ IN. / 150 = 2,634 SQ, IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (176 LF) VENT = 2,640 SQ. IN, TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE -ENO. WOOD ROOF TRUSSES 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END A SEE PLAN/ ELEV. GALV. MTL. DRIP — ON iX2 P.T. 20 PAINTED TEXTURED —� SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC, BLOCK DO NOT EXCEED 5/8" THICK R 4.1 FI-FOIL BETWEEN STUDS � p'-0" FIN, FL SLAB _ � m tU 12 6 15 7 STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) INSULATION PER ENERGY C4LC. RAT RUNS PER TRUSS MANF. 5/8" DRYWALL OR 1/2" 0TOUGHROCK" (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. 81x16" MASONRY BOND BEAM W/ i15 CONT. 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 WOOD BASE MONO. CONC. FOOTING SEE FOUNDATION PLAN TYPICAL WALL SECTION SCALE 3/4" = 1'0" 12 6L,�' _ PROVIDE BASE COAT CEMENTITIOUS MATERIAL PRIOR TO METER INSTALLATION D.P.= +31.9 PSF O-34.7 PSF MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. 1�s PRE ENGINEERED WD. TRUSSES '�- @ 24" 0/C TYPICAL R-40 BLOWN IN INSULATION THROUGHOUT AIR CONDITIONED CEILINGS - COVERD PATIO SLOPE TYPICAL INSTALLATION I, WINDOW ASSEMBLY AS REQUIRED MANUFACTURER MARBLE SILL " a' NORTAR OR a . ! win LUW 1n, I Rl GROUT 'Q ,..... '1 DRYWALL .. .,R .�; ; �a E a v 3/4' FURRING TO •� MASONRY WALL a . : ... GREAT ROOM ■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 SILL IN FULL AR BED AND HEAD JOINT COATING ' C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 10'-8" T.O.B.B. 9'-4" T.O.B.B. I ElP TRANSOM OD.P.= +33.4 PSF -36.3PSFD.PSF 6'-0" 36.3 PSF O '7I RIGHT ELEVATION - CLASSIC STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) I•I I•I I•I 01 I•I I.I S N I•) (•I (.I I•I I•I I.I (.) I.) am ��� ��� I=I FOR I0I ICI I0I ICI P!Pi ��� ICI ��� ��� IN ICI ICI ��� SECTION A -A - CLASSIC 0'_0' FIN. FL. SLAB 10'-8" T.O.B.B_ 9'-4" T.O.B.B. 0'-0' FIN. SLAB NOTE: IN THE EVENT THAT THE R.Q. 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. - CONC. OR MASONRY ALUMINUM FRAME ix4 P.T. BUCK SET IN SEALANT AND NAILED STUCCO FINISH FASTEN TO BUCK W/ 3/16"x2 1/2" TAPCON 11 i/2" CASE HARDENE PERIMETER CAULKING 2x6 P.T. BUCK SET IN SEALANT FASTEN SCREWS 0 12" 0/C PERIMETER SEALANT COIL NAILS AT 12 0/C. MAX CONC. OR MASONRY ix4 P.T. BUCK SET IN SEALANT AND NAILED W/ i14" DIA. x 3-1/4" CONC. OR MASONRY TAPCONS 3" FROM E.E. k— STUCCO FINISH W/1-1/2" CASE HARDENE COIL NAILS AT 12" 0/C. J ,QQO 0 ° AND 6" 0/C MAX. (� CONC. OR MASONRY po ° Q o o ix4 P.T. BUCK SET IN a o qp' 80 ' o MAX DOOR TRIM SEALANT AND NAILED DOOR FRAME W1i-112" CASE HARDENE COIL NAILS AT 12 0/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ MAX, CAULKING CAULKING (2) 16 GALV. x 2" F� f ALUMINUM FRAME DOOR FRAME SCREWS 0 2 -0 0/C DRYWALL BOARD CAULKING FASTEN TO BUCK W/ 3/i6"x2-i/2""TAPCON FASTEN TO BUCK W/ DOOR TRIM SCREWS 12 0/C SCREWS PERIMETER SEALANT R PERIMETER SFALAWT 0 2' Oo 0/C STUCCO FINISH STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ BY DOOR MANF. GARAGE DOOR ALUMINUM FRAME SECURE FRAME TO SiLL 18 x 1 1/2" SCREWS WITH SILICONE 0 18" 0/C PERIMETER CAULKING GALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK BRACKETS W/ CAULKING DOOR FRAME FASTEN TO SILL W/ FLOOR COVERING i/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS 00 0 Qo o 16 x 2" SCREWS ® 2"1 1 b� 0 'O .0 Ail STL. TRACK BRACKETS FASTENED ° . Oa ' 00o <-- FLOOR COVERING - 0 , o CONC. FLOOR SLAB TO WOOD JAMB W/ 3/16 zi-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SILL + :•r+> o \ o 0 p '00 PERIMETER CAULKING — PERIMETER CAULKING Maw.'s METHOD OF COLUMN W/ 5/8"WEDGE — STUCCO FINISH ATTACHMENT SHALL ANCHORS 0 2'-0"O/C VERT. PREVAIL WHEN SUBM11lED 6" MAX. FROM ENDS) AND GROUT BED CONCRETE LAB w COMPLETE ITsmucnQNs 2" FROM INSIDE EDGE OF 2X SILL DETAIL (DOOR) JAMB DETAIL GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S .D. PROJECT LOG ISSUED FOR START 04-03-19 ISSUED FOR PERMIT 05-30-19 ^W LL � N W W U N w r 0 LL J Z W Z � O N W U ~ Uri co o Q N dr N Z= 0 O iE 0 c cM p o -o a +� c to y > a a CM o v aai � on C � Y to C C E ac`�='O ro to o Ou �o c a aU E E o a� a C -- N y b ErC = 03 O N 0 u ~ E rn c C S � ig w Z CU L U C CU O E Q o C rvo 0 d V cn c C 0) O e- u J r 04 0 CV oilI ,2n 41 I V F � J a z W a O U W I� � ' � J W M 1/4" = 1'-0" U.N.O. ELEVATIONS SECTIONS ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE INSTALL PER. MFR. SPECIFICATIONS PLAN CONT. MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL A5 CONNECTION DETAIL (3) 16D M. 2 10d TYP. TRUSS REINFORCE VERTICAL MEMBERS OF CABLE END TRUSS W/2x4 T—BRACE AT EA. VERT. NAIL w/16d NAILS 0 8" 0/C IfC:_1C7C�IR A5 CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# 4CONNECTION DETAIL 18" kw. a, ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 B" O/C 2x4 LADDER FOR O.H. 0 12" 0/C CONT. 2x4 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS 0 8" O/C MAX. 20 DIAGONAL BRACE RESTRAINT 0 4'-0° O/C WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO SLEEPER W/ 16d NAILS 0 4" O/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" LG. 0 6" O/C USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS 0 EA. TRUSS VERT. WEB (24" 0/C) CONT. CONC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE 2x4 LATERAL BRACING 0 4'-0" O/C #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED o " a C.M.U. x QUANTITY OF #5 REBAR AT a FBOTTOM OF LINTEL CAVITY '� a _ GROUT 8F16-1B/1T #5 REBAR REINFORCING PROVIDED IN LINTEL (VA; NOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 7-5/8" ACTUAL NOMINAL HEIGHT - y' TYP. 0 WALLS BUB BF16-08/1T BF16-1B/1T BF24-OB/lT 8F24-1B/1T 8F30-1 LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED LIPLIF1 LINTEL SPECIFICATION 1 17'-4" 2106 355 788 247 8F34-lB/lT 2 4'-4" 6490 0 4033 0 8RF14-lB/lT 3 5'-4" 5809 157 3057 48 8F16-lB/lT 4 7'-6" 2882 130 1548 07 BF16-lB/lT 5 7'-6" 2882 120 1548 90 8F16-lB/lT 6 6'-8"1 3581 355 1947 247 8F16-lB/lT 7 4'-0" 8859 1270 5572 435 BF16-lB/1T 8 7'-6" 2882 1253 1548 436 BF16-lB/lT 9 7'-6" 7857 0 3323 0 BF32-lB/lT 10 13'-4" 3250 0 1178 0 BF32-1B/lT 11 10'-6" 1533 423 914 275 8F16-lB/lT 12 9'-4" 2000 210 1027 {2 BF16-lB/lT 13 14'-8" 1 1079 217 477 n 8F16-1B/1T 14 7'-6" 2882 271 1548 95 8F16-lB/iT 15 7'-6" 2882 946 1548 30 BF16-lB/lT 16 3'-6" 10000 1841 7428 ffi0 8F16-lB 1T 17 5'-4" 5809 840 3057 1 291 8F16-iB/1T 18 4'-0" 8859 250 5572 100 8F16-lB/iT 19 4'-0" 8859 250 5572 100 8F16-lB/lT PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS USP HDPT2 OR HDPTD FASTEN TO WALL W/NAILS PER SCHEDULE AS READ. FRAME BEARING WALL ELEV, —STRAP DBL. TOP PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U-STRAP TOP PLATE AND DOWN EACH SIDE W/ (6) 10d NAILS (TYPICAL) W/ WOOD STUDS 0 16" O/C (PER PL —SOLID BLOCKING 0 4'-0" O/C VERT. MAX. — STRAP BOTTOM PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U-STRAP BOTTOM PLATE AND UP EACH SIDE W/ (6) 10d NAILS (TYPICAL) —5/8" WEDGE ANCHORS 0 24" O/C AND 6" MAX. FROM OPENINGS W/3"x3"xl/4" STEEL WASHERS EMBED 4" MIN. FLOOR SLAB SECTION ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 21 4 61 8 10 12 8d 2201 4401 6601 8801 11001 1320 10d 2651 5J51 8001 10651 13331 1500 A5 CONNECTION DETAIL 1/2" DRYWALL OVER TYPICAL FURRING EXTRA LAYER OF 1/2" DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING - APPLIED TO SHEATHING 19/32 PLYWOOD ARCH SECTION CONNECTION DETAIL CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/4 z3" LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HILTI ONI-62-PB 0 8" 0/C MAX. 2X6 PT. 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 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) 10d x 1-1/2" COIL NAILS " PROJECT LOG ISSUED FOR START 04.03-19 ISSUED FOR PERMIT 1 06-30-19 LL.i d � W J W Z Z 0 J UJ J L J Q Q � LL W U J S o Z O a o rn .0 c M w y S y ,cm -A d > O D c� N Sia o E�a o o n CUE o c - cg 8-c cu c 03 b a aj N to.- It F 101, V Sig (D E t O r r Lo CW N r., h N C/n U =1 STRUCTURAL RAL J LL z 0 u Lu H V J H�- A-5 AW=13 PROJECT LOG IISSUED FOR START 104-03-191 ISSUED FOR PERMIT 05-30-19 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9' - 4.11 10'-8" TRUSS BEARING HEIGHT SCHEDULE J INDICATES LEFT END OF TRUSS HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 (D HUS26 © HGUS26-2 Q THDH26-2 Q HGUS28-2 Q THDH28-2 Q HHUS46 Q THD46 LUS24 (D JUS24 NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 12" 1 " TYP. RIDGE CAP & I I I ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN I I I PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL ALLi WOOD TO WOOD CONNECTIONS SHALL BE USP HTW20 TRUSS CONNECTOR SCHEDULE FASTENERS PER qmp ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d x 1-1 2" - 990 1980 335 670 245 490 TC-2 TA14 (7) ?Od x 1-1 2" - 1205 2410 335 670 245 1 490 TC-3 HTWM16 8 fOd x 1-1 2" 4 1 4" x 1-3 4" WAB. 1225 - 1225 - 1215 - TC-4 HTA16 9 10d x 1-12" - 1870 2430 111 710 1 13101 270 1 1215 TC-5 HTW20 20 fOd x 1-1 2 24 10d x 1-1 2' 1530 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR. MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. s) Ust UALvmutu Mw Un wuu 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 5 0 Iklflw MATT 1rNr.TI4 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 LOCA77ON PANEL GRADE PANEL THICKNESS FRAMING SPACING REMARKS BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. ROOF APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 19 32" 24" 0/C MAX. 8d RING- SHANK 6" O C 8d RING- SHANK 6" O C 8d RING- SHANK 6" DIG 6d RING- SHANK 6" O C 8d RING- SHANK 6" 0 C 8d RING- SHANK 4" O C 8d RING - SHANK 4" O C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, 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' O C AWL CORNER STUDS AT 4 0/C MAX. TYPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING J2 16 15/32 16" 0/C MAX. 8d RING- SHANK 6" O C 8d RING- SHANK 1 6" 0 C 8d RING- SHANK 12" 0 C BLOCK FREE EDGES uw a s ul L W Z W J J = Z w & N LL ui J � LL N Q $ Q Z R Oa L � � o C m C N T ' "G O C Q n O C A G m E N O � _ N (C d `.Z O O E V C d O: C f0 0_ O d E E O fl- O E o C� N E, >O Or , U E Qf a-+ -O- d C =O o = n tV/-f O 'a�i, 0 � /U0 U Vf Q Z V d t U O -v L VI � •- O E O Q Ln O a) E CL Cie u .0 V � O C — am C U J 0 i = CAI N I� J IU 2� ILL. w � � a m W U 1:) o O o Lu r-' � i LLJ Li 1/4" = P-0" U.N.O. TRUSS PLAN A-6 MW=13 ELECTRICAL SYMBOLS DUPLEX RECEPTACLE SWITCH TELEVISION JACK e NEST ® RECESSED AT 12" A.F.F. SINGLE POLE 4 PRE WIRED DETECTOR EYEBALL Q� SECURITY USB TA DUPLEX RECEPTACLE $ SWITCH 220 V. RECEPTACLE FLLOODLIGHTSTS ® F.P&L.METER n AT BASE 3 THREE WAY AT 12" A.F.F. O SMOKE g & DISC. sn DETECTOR Q� DUPLEX RECEPTACLE SWITCH HVAC BREAKER IIG AT 8" ABV. COUNTER f4 FOUR WAY THERMOSTAT SMOKE /CARBON ® PANEL MONOXIDE DETECTOR Q INTERCOM EXHAUST DUPLEX RECEPTACLE SWITCH AT 60" A,FF. SWITCH FAN O ❑P DISCONNECT FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET FL EXHAUST FAN DUPLEX RECEPTACLE f SWITCH ® AT 12" A.F.F. PADDLE FAN W/ LIGHT GFI W/ OR WO/ LIGHT Q� DUPLEX RECEPTACLE 17 SWITCH LV DOOR FLUSH IN FLOOR z FIXTURFLUORE CLG. MNTED. oDR RELEASE II �x KEYED ® IN CLG. INCANDESCENT LIGHT VOLUME TOP REC. SWITCHED CONTROL Q� FIXTURE CEILING MNTED. pqp� IIWP WATERPROOF KEYPAD KEYPAD SPEAKER INCANDESCENT LIGHT RECEPTACLEQUADRUPLEX n DUPLEX RECEPTACLE JUNCTION FIXTURE WALL. MNTED, IY SPEAKER TR LOW VOLTAGE IIUO UNDER COUNTER BOX HOME RUN ® HI HAT TRANSFORMER CLG. MOUNTED Q INTERCOM DOOR i CAT5 ® HI HAT FB FAN BOX STATION CHIME HOME RUN VAPOR PROOF IN CLG. ELEC. PANEL "UNIT A" 200 AMP CIRC, DESCRIPTION POLE BRKR WIRE VA. 100% 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 RANGE 2 50 6 12.0 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 10 4,5 0 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1,2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 10 GEN, LIGHTING 1 15 14 1 5,5 0 41.3 1 9.6 1st 10,000 at 100% = 10,00 REMAINDER AT 40% = 12.52 A/C LOAD AT 65% = 6.24 TOTAL = 28.76 x 1000/240 = 119.8 AMPS 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. (1)2S TSOFCONDUIT(3) 14/0 AWG. THWN 200 AMP SERVICE p METER DISC. COMBOO 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 NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL DWELLING UNIT BEDROOM RECEPTACLE AND LIGHTING OUTLETS PER 2014 NEC. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-912OB 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 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. \ ® ® USE STATION QD WIC I ' I MA5 ER Slu\�'� BEDROOM 2 MASTER BATH o ME I GREAT R00 \ , � FLOOR OUTLET W/BRASS COVER 12'-5" — —.._ ._..r.._.._ a DDNING 1 i 1 SWITCH] BY PLUMBER - KITCHEN o ' o IL III L� L _ _ J� UTILITY ®� i FOYER \ sn J PORCH I� ELECT. & CHASE FRAME —OUT SEE DTL. SHEET A-2 TWO BAY GARAGE PROJECT LOG ISSUED FOR START 04-03-19 ISSUED FOR PERMIT 05-30-19 Uj a. o W � a J Lu W Z J = Z z W O m LL W U J K LL n z J r o a Z c Oa a coo O Cl C :u c a C o M c N aE S O ,En [Nil 20 O N .0 -C U N N N O C a)O E O @ vI = N �_� C d = N +S N -NC O f6 c fO @ C C C O : C ra tZ v N E E 0 1 O O C S N •= N N N .1 o CT w c O u� E j � C C 0 Z r 0 OZ w N E � a 0 OV Z a ca. L / -- z We 0 H -GFI0 F---------- --------1 v C a r PHOTO CELL 0 U S SENSOR IN co 0 SOFFIT U i 01 e^ C LU W;q m C:) _U _. _. r1. II _ II l II IJ 0-0LL Fes--++ J W � a 0 MW o V LU r LU 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN E-1 IMW-13 PROJECT LOG ISSUED FOR START 04-03-19 ISSUED FOR PERMIT 05-30-19 w a M m g J U a ? z wz`LL LL W ry Z _ ZJ Z0 O r a cu-1 3-T®N HB c r}o p o c Q Q LLLL MA °xAI�° O 1�� TH°� '� rc`a C FMAISTER SUITE t"x2x�F 4 WIC `° �' 3 = ai & -0 4 Bx8x5 GOLF CART N O — L 4°O 50 CFM 15 CFM °' � EXHAUST BEDROOM 2 L 12x12xg 4„0 E a c O 232 CFM 18"x1 B" 10 x 10 x 8 cu E E o 2 o E 2 o nuo 119CFM ® �E,=� R.A.C. 5„0 12"x12„ �^ o o ``g ~ o W/ 12"f3 5 x 5 x 5 R.A.G.A FLEX 35 CFM = Q, y; c c = 10"0 W/ 8110 ®EX cn c B"� ® Z L 'C CL 110 5 TWO BAY GARAGE ® BAI 6 Z ° 12'4 UTILITY E a 8x3xS �6„x16" 57 CFM L1C u R. .C. Gi GREAT ROOM AHU-1 main 0 Lo E 3-TON o ® ® ® L �q 014"� 91 U 9110 5"0 8x15x5 O COV. PATIO 1 �33FM FOYER7"027GrFM 1 �-� M cAll CD � 1�°x12" ® PORCH = /^�10 r IN R.A.C. ® • = J N ® ® " ° WLEXo BEDROOM 3 ® ® �� cN 0 1ox1®x$ h DINING �� 178CFM 1 (,D 810 t 10x10x7 13x16x7 126 CFM 112 CFM KITCHEN O o ®® ® nwElillillillillilllao® ® ®\`� Llj W 8H D® NOT SCALE PLANS - U u- LLW V p IW 0 o w 1 w JO 2: U) 1/4" = 1'-0" U.N.O. MECHANICAL PLAN M-1 MW m 13