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HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERMIT 04-28-21 GENERAL NOTES 1, THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020 ABBREVIATIONS ABV ABOVE AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PASS BLK. BLOCK BLW. BELOW BRG. BEARING BTM. BOTTOM OLD. CEILING CMU CONCRETE MASONRY UNITS COL COLUMN CONIC. CONCRETE CSMT. CASEMENT DBL DOUBLE DIA DIAMETER DISP. DISPOSAL DP DESIGN PRESSURE DR. DOOR DW DISH WASHER E.E. EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST R LINTELS AS NECESSARY. (I'm = 1500 PSI) 1. ix2 P.T. 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 T. MAX.VIDE OTHER VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 C SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2 ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2 ALL WIRE SHALL BE 7HHN COPPER. UNLESS NOTED OTHERWISE. USING THE 2020 FLORIDA BUILDING CODE 7th EDITION 3. CELLS, LINTELS AND BONO BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF & WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24- HIGH, 20' WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Tat FLOOR WINDOWS THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. � 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 -HATE INCH FROM 5. 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 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. ENT. EXTERIOR 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. N011FY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE 9. PROVIDE CFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS F.R. FIRE RATED M.T. METAL THRESHOLD STL STEEL T 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. FIR FRENCH DOOR 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 FIN. FINISHED MFR. MANUFACTURER TEMP, TEMPERED TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS FL FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. G.T. GIRDER TRUSS MIN. MINIMUM T.O. THROUGH OUT HORIZONTAL, BEAM SCHEDULE NOTES ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND GA. GAUGE M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. CAM GFl GALVANIZED GROUND FAULT INTERRUPT MONO. MTI_ MONOLITHIC METAL T.O.PL T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK "L') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION 12 PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. GL GWB GLASS GYPSUM WALLBOARD O.H.D. 0/C OVER HEAD DOOR ON CENTER TYP. U.N.O. 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 8 DUPLEX RECEPTACLES. GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND ( ) HOT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. I FIELD VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ ASC.E. BEAMS ONLY ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 1¢, IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER HPS. HOOPS P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-IB/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). HR HOUR P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. HS HVHZ HORIZONTAL SLIDING HIGH VELOCITY HURRICANE ZONE PARTN. PKT. PARTITION POCKET WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E 7-16/T.M.S. 602- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. INS. INSULATION pLYWD• PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH UGHTNG CIRCUITS INT. INTERIOR 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 LG. UN. LONG LINEN S.C. SOLID CORE 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. LT. LIGHT S.G.D. SF SLIDING GLASS DOOR SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. LT. LAUNDRY TUB SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTIOIH DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL 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-9174.10 R13 9100 OHD 16070 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P= +31.9 PSF +39.2 PSF -43.7 PSF 2-3 4' MIN. EDGE DISTANCE. 8' FROM END -37.7 PSF B FL-20468.4 3080 OR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0 D.P = +31.9 PSF +60.0 PSF -60.0 PSF RAISED PANEL 4' & 1&5' O/C MAX SPACING. -34.7 PSF C R. 17499.9 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 PS FL 17499.8 0 i0" O/C MAX SPACING & 2- FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS D FL 17499.9 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 FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF E FL 15349.10 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 F FL 17499.9 (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 FL 17499.8 010' O/C MAX SPACING & 2- FROM EDGE -37.7 PSF +60.0 PSF -70.0 PSF G FL 22401.3 12080 SGp M I WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +28.4 PSF +5&0 PSF -55.0 PSF 0It O/C MAX SPACING -31.2 PSF H FL 17499.9 (2) 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 FL 17499.E 01W O/C MAX SPACING & 2- FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF I FL 15349.10 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 17499.9 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED O.P= +314 PSF +55.0 PSF -55.0 PSF FL 17499.8 O 10' O/C MAX SPACING & 2- FROM EDGE -36.3 PSF +60.0 PSF -70.0 PSF K FL 17499.9 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 FL 17499.8 010' O/C MAX SPACING & 2- FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF L FL 17499.9 SH 272 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF M FL 17499.9 SH 272 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P: +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 1G' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF PRODUCT MODEL MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE FL 15353.8 MI WINDOWS 1/4' TAPCONS W/ 1-1/4' MIN EMBED MULLIONS MAX. & DOORS (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.9 15 3.9 MAX. 156-3 8' VERT. FL 17472.2 EASTERN 1/4' TAPOONS W/1-3/4' MIN. EMBED MULLIONS MAX. 108" LENGTH ARCHITECTURAL (8) FASTENERS PER H-CLIP 34.7 PSF 36.4 PSF -36.4 PSF MAX 48' TRIBUTARY WIDTH SYSTEMS ROOFING NOA NO. 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING FL 5374-R5 EAST COAST 3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160 -83.4 psf -169 psf. HIP AND RIDGE CHANNEL METAL METALS, INC ROOFING ASTM D-226 FELT N/A MEMBRANE 30/ FELT N/A N/A UNDERLAYMENT /30 BUTTON CAPS 120 GRID, 6" O.C. AT A MIN. 4' HEAD LAP ROOFING NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: POLYS TICK 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 & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A 7/8' LG., 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH N/A N/A SPACED NOT MORE THAN 6" BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND AC 301-05, ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO.OR 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4- BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2- UNFORMED 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3' 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C. PLUMBING NOTES ON 0.006 NSOUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUD 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" 0/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 804.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 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 MUST 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 SMALL 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 MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28' MAX.) AND ADD 2- f BARS BOTTOM IF DROP EXCEEDS 8". WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG 7/16" CROWN METAL MTL FRAMING SELF TAPING SCREWS J12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC, USED FOR SOFFITS OR CEILINGS 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER O�N.AL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF DOWELS LS AS VER CAL BARS COLUMN AND ALL ABOVREINETO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILD-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REIQUESTED BYTTHE BUILDINGOFFIIC 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 1. ALL HEATING, AIR CONDITIONING REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE LAP 48 BAR DIAL MIN. WIND LOADS PER F.B.C. 2020 7TH EDITION & ASCE 7-16. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL' AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, 1. OPFD363S BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: s1 7MW 17*2 CLEMENTINE LOT 19 MEADOWOOD COPYRIGHT 2021 TYPICAL "MI" WINDOWS N 1 N ® N co to co 18i" 36 52d" SH 15 SH 25 SH 35 M.O. 20 1/8' M.O. 38' M,O. 54 1/8' 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOAF P.T. WOOD BUCK P.T. WOOD BU( _® 38" 70" 38" SH 35 TYP. BAY WINDOW �l FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN V* (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3f LESS THAN jr (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS BOLTS - A 307-00 TUBULAR - A50D-Ota 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 "ROM 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. &I E70XX. 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 11.�& DEAQ PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 MIND: ULITIMATE 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.&f. N91 L THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-16. 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 \ \El 251" SH H35 2x P.T. WOOD BUCK ■ ■ SHOWN TYP. M.O. 27 1/2- 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 1/2 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/ 12" 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 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES DRAWING INDEX Tr 4 J Nm g W W W a 0 � LL J z z N j _ o z ❑ Q ❑ Z O a a C-1 COVER SHEET A-1 FOUNDATION PLAN xw A-2 FLOOR PLAN A-3 ELEVATIONS Ae 4 A-4 SECTIONS ~_ A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN O M-1 MECHANICAL PLAN S n SYMBOLS LEGEND��-I 1 REVIEWED DETAIL 4 DWIL 2 INI9NIX►DE COMPE SCALE °�Si: LUCIE C3 BOCC Ty DETAILSCALE C# COLUMN LABELi SECTION F# FOOTING LABEL Dwc. SCALE f i Ln i s co • • 0 or s 4 POT SHELF HEIGHT AS NOTED SECTION �DROPPED SOFFIT Oti. SCALEZIE�e�IA HEIGHT AS NOTED ARCHED L.L Z - Z PLAN OR ELEV. SEE W rr r04� G I SCALLOR �• MASONRY CONSTRUCTION W fin/ Q TYPICAL 0 O O v FGROUT FILLED CELL SEE B- BEAM LABEL ■■ FOUNDATION PLAN LL O U REVISION NON -BEARING FRAME 8 Q J CONSTRUCTION Lu �N J BEARING FRAME NORTH ARROW CONSTRUCTION 1/4" = 1'-0" U.N.O. BREAK UNE ELLV BEAM HEIGHT CHANGE a r COVER SHEET SCALE 1� GRAPHIC SCALE p�_0' FIN. FI SLAB FLOOR ELE ON C-1 llza' Mw.1q PROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERMIT 04-28-21 FOOTING SCHEDULE MARK SIZE WxD) REINFORCING DESCRIPTION DETAIL NO. F-1 20' x 18' W/2 /5 CONE. BIM. EXTERIOR MONOLITHIC ONE STORY 1 F-2 20' x 18' W/2 /5 CONE BTM. EXTERIOR MONOLITHIC ® RECESS 38 F-3 3-0° x 3'-O' x 12' W/4 /5 ON. E.W. ISOLATED PAD 7 F-4 20" x 16" W/2 /5 CONE. B7M, INTERIOR MONOLITHIC 27 TE-1 10'x DROP x CONE. W/115 CONE THICKENED EDGE AT DROP 34 MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE OVERHEAD GARAGE DOOR OHO RECESS 20' DRIVEWAY / GARAGE INTERSECTION CONC. POURED FILLED — CELL W/ STL, PER PLAN DOWELL & EPDXY (1) #; REBAR INTO SLAB @ FILLED CELL LOCATION W/ 4' MIN. EMBED. INTO SLAB MISSED COLUMN STL. DETAIL MASONRY BLOCK RUNNING BOND PER PLAN CONC, SLAB & MONOLITHIC FOUNDATION PER PLAN COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 8"x8' 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 8'x16' C-2 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS W 1- 5 VERT. EA. CELL Box12' C-3 BLOCK CONC. BLOCK W/2 FULLY GROUTED CELLS W/2-15 VERT. 12"xl2" C-4 BLOCK CONC. BLOCK W/1 FULLY GROUTED CELLS W/4-15 VERT. I . CONC. OR MASONRY' COLUMN — MATCHING DOWELS FOR COLUMNS 48 BAR DIA. MIN. W/STD. HOOKS f INT. BEARING WALL I FIBERMESH �' .II: MATCHING DOWELS SEE FRAMING PLAN GRADE . ,.al II 48 BAR D4l MIN. W STD. HOOKS TRANSVERSE REBAR ONLY AS REOD. FOOTING REBN2 Fr p4 'I SEE F0071NG SCHED. L h Z SEE FOOTING SCHED. +, l.y. II' N FlBERMESH WELDED WIRE MESH o J U f H , a PAD RE84R� ED. EQ. SEE F0017NG SCHEDULE FIBERMESH : - - SCHED, SEE CHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS CONT. REBAR E0. E0. SEE F0071NG SCHED. 1-/5 CO TYP. Q EXTERIOR CONT. MONOLITHIC FOOTING O ISOLATED EQUALLY PAD 38 SCHED, 27 04 SCH DULEERNCONLYRBAR (2EOD. 3° MIN. COVER 10' 34 EXT. CONT. MONOLITHIC INT. CONT. MONOLITHIC THICKENED EDGE #1 FOR ,IANCE "do's NTY FILE '' >>, S W w w a LJ � LL J Z La Z. 6 y o O L a tn c O p1 L C T L7 C p Qo C 5 c O iv eoo aa) CO y .p al �[ N C Z � fR �® fo N O p- -fo pa-+ a) ++ C (n +p+ UJ w ,N p p p- � -a o pC7 H -0 c� vS '� t Z O G L 0 W J m N Z 2 ce O Lu LJL r l v Lu 0 Q J i W U) 1/4" = V-0" U.N.O. FOUNDATION PLAN A-1 ��' m w-19 R-40 BLOWN —IN INSULATION AT ALL A/C AREAS IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS FINISHED CEILING OPT. 2x WD BLOCKIN EACH SIDE OF FOR MOUNTING 2x MTL STUD! TYP. FINISHED FLOOR TYP, MEDICINE CABINET DELETE CERAMIC SOAP DISH IS MASTER BATH ONLY U VALUE SHGC TYP. WINDOW IMPACT .62 / .25 VERTICAL HEIGHT SEPARATION IS 8" 6'-6- 0 e AC 12' IN. " AC CONC, PAD DETAIL N.T.S. WASHER DOER 28-1/21 SPACE DRYER VENT LOCATION FRONT VIEW (4) 20 METAL STUD FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE DRYER VENT — 40 10'-8" E.O.B.B. 9'-4" T.O.B.B. CEILING i< M ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 8'-0" IN ALL SHOWERS 3. FIBERGLASS BOARD OR DUR-O-ROCK TO B'-O" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SUDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT ALL WINDOWS. TO.B.S. E 6020 HEAD 0 8'-0" O(EGF 25 CALCULATIONS TOTAL U/A 1811 S.F. COVERED ENTRY 117 S.F. COVERED PATIO 234 S. F. GARAGE 583 S.F. TOTAL AREA 2745 S.F. ARCHED OPENING • N ------ - --- --- i SPRING 0 7'-4" P 1 a O o I 2 4 BEARING WALL - 0 8'-0" A.F.F. RANGE MIC 0 ABV. 1 S E STRUCTURAL • ■ 12'- ° 15'-0' 2' 0' - - - CABINET o KITCHEN m ■ y DINING l' 335"K57" s6' v 10'-8" CLG. DBL SINK W/ DSP_ _ REF N I " (� DW ID0 M N O i i�?m II 1 BEDROOM 3w ■ — -- — — I - 1 9'-4" CLG. 2'-0' 6'-4" < y m COUNTER ®36" AFF 2� • ® 0 13'-0° N � 42'-0 � � to ■ o in m N i N PORCH • . I F' -4 s'" ll-6 2-0 9-4CLG.. u < PAVERS l CO PATIO N N FOYER T . 10'-8" CLG. 3080 I Ej �5 a A4 . 16'-10" 5-0 1/2 3-5 1/ 3' "4-0-66-0 6'-Cr " I M I GREAT ROOM — m r PAVERS G 10'-8" CLG. • BROOM ® 16070 OHD OA CLOS. ■11111111111111111101111111^■■ ■■ ■ Io 1 N 9'-4" c G. UTILITY � 266o I 1 , �\ 9'-4 CLG. _0 I FLAT ARCH - ° 0p 0 1 2'- " 5'-8" 20 MIN. SOLID CORE N I • 8'-4" TO 9'-0° SHE 5'-0° 0" R/A� 1'-8" L DOOR W/ RABBITTED ■ �: 42" AFF N I" -Irr� JAMB OVERSIZED WEATHERSTRIPPING I • • " • 2880 OP . �; I D OPT. I I L 1 AND SELF -CLOSING I TWO BAY GARAGE • • o OR52° 680 — HINGES 3' 2' 2'-0" 3'- 5 1. N N "' TH 2 F -1 I R&s Lt I I m - LG. N� L--- -------------- —J M O 10'-0° 3'-B' - — R_& S 108 X 52" MIR OR — - i,x' 3I LINE OF OVERHEAD DOOR • 13'-8" l'-4' N 8'-6' ° SPACE ° N n 6080 BP I 4 I rt 8'-2' 6080 BP 9•_p• L - I N x w _ a m o MASTER z a 5LISH." m 5'-10' 8'-0' 26'-8' N ~' � H M Q� BATH `° BEDROOM 2 Y ~a 0 H MASTER SUITE 00 F 9'-4' CLG. N R-11 BATT. INSULATION 0 _ 9'-4" CLG. °0 1 9'-4" CLG. n i GARAGE DEMISING WALL SMOOTH COAT N 3' 0° 6'-D° N 4' 6' I STUCCO FINISH EXCEPT AT DRYWALL ® L O • SILL ®48" N I CHANGE IN X WIC CLG. HGT. ° X 54' FRAME � SOAP- PROVIDE A 2" STL BOLLARD W/ x 6 x 3/8' cv 15'-0" I " I TE F.G. W pS 8'-6' 3'-0' l NICHE - 13'-10" �� BASE PLATE ATTACHED TO SLAB / (3) 3/8.0 7 WA.B W/ WASHERS 4' LG. FIELD VERIFY E�VH LOCATION TO PROTECT NH PER F.B.0 R k S QFFIT 0 8'-6°am )♦ ■ ■ ■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN • • • ■ ■ ■ ■ ■ ■ 16' Z ----- TYPICAL FRAMING IL® 160 O.C. — - z 0 o J a o J L (U O w -" Ll o I a 1 11 11 w FINISHED FLOOR w 3y 0 o U M �w o� Ll w SOAP NICHE n r (2) ,J10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24' O/C 25 GAUGE CHANNEL SHAPED STUDS 24' O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 10 LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12° O/C CONC. FLOOR SLAB HILTI PINS .145' D14 x I* LG. Q 16" 0/C W/ 1` WASHERS INTERIOR PARTITION 3/4" = l'-O" 6020 FG (TEMP) HEAD 0 8'-0" (2) /10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. FA. END 25 GAUGE CHANNEL SWIPED STUDS- (2X4 STUDS 0 16- 0/C) (2x6 STUDS 24' 0/C) W/1 FULL LENGTH LAYER OF O 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' 0/C CONE. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HIL71 PINS .145' DIA x 1' LG, M 16- 0/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'0' OSH (TI TEMP FRAMELESS GL W/ CUPS 1/2' WALL CAPS MTL FRAMING -� KNEEWALL W/ DRYWALL FINISH THIS SIDE OSHI 35 (EG ES! TOP OF KNEEWALL W PT 2X TOP PLATE & 1 2" PLYWD & 1/2° NON ASBESTOS FIBER CEMENT BACKER BOARD KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD o ROMAN SHWR 1� PT 2X SILL PLATE W/ 1 /4" TAP Ns & L L L L L FENDER WASH R TO SLAB L L L L L L LLLLLL LLLLL• ..F. L TYP. KNEE WALL SECTION 1/2" = V-0" I EVIEWED FOR 51LUCIE E COMPLIANCE COUNTY BOCC FILE COPY PROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERMIT 04-28-21 m 2 s w W w w w Z u z z w a z a om `a 2 z 0 b i2 fie Lu Ln z 2 Lu ce ind l.L � a W V o 0 T l v Lu � 0 u J W 1/4" = 1'-O" U.N,O. FLOOR PLAN A-2 w = 19I - 4.0' II DECORATIVE STUCCO O D.P.= +31.9 PSF -34.7 PSF '� 6G � I I � I I (D D.P.= +29.9 PSF -37.7 PSF 10'-I' T.O.B.B. 9-4' T.O.B.B. B° THICK MEDIUM TEXTURE DORATNE CEMENTITOUS FINISH BLOCK WALLS, TYP. - - 0-0 _ FIN . FL SLAB )D.P.= -34.7 PSF +31.9 PSF D.P.= +31.9 PSF -34.7 PSF OD.P.= +31.9 PSF 34.7 PSF FRONT ELEVATION - CLASSIC D.P.= +28.4 PSF / OG -31.2 PSF MEDIUM TEXTURE J DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. I I I I I I I 10'-B" T.O.B.B. 9'-4" T.O.B.B. — - - — - — - - 0'-0" FIN. FL. SLAB OH D.P.= +31.9 PSF -34.7 PSF REAR ELEVATION - CLASSIC REVIEWED FOIE a = aD" CODE COMPLIs' T. LUCK " I I I � I I ' _ 10'-8" T.O.B.B. I — I `o V ®®®®®®® O D.P=+33.4 PSF -36.3PSF OIII �II'� o O O O ® O O O m O D.P.= +31.9 PSF -37.7 PSF I - - - — - - — - - - - — - 0'-0" FIN. FL. SLAB 31.9 PSF O faw D.P.= ±34.7 PSF MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH RIGHT ELEVATION - CLASSIC ON BLOCK WALLS, TYP. W CL g Lu a L � LL W g Q °a L a En 0 W G O Vf L_ f0 O C (,7 fA fA Ol ++ Z ° o � v cu -0 v v p dN—'= C M c� d o o m m: p N 0 E cu mx 0 0di E 8 raves C7 z' t ;L' 2 Z O b O J m N z 2 Lu ce ce a LM z IC W a � � 0 o ?J W 0 u OJ W 'L 1 �; 1/4" = 1'-O" U.N.O. ELEVATIONS A-3 Product Submittal Sheet vinedcerP.6em g g M 7Riola.e P 105 L77 64R,. Cla,rce,sen DeV.ju. in,Systi.-__r Lar Fur.a3316; r3C, r7e -10e Soffit Vents (One Piece) F Continuous one-piece Soffit Vent with reinforcing rib to key into stuccos &amp; plaster. Y� �s, �4ettf r �ae i C865 300V 6/5" 3 wide veM (onepeoe) 6 overall vndth, perforzted flanges 16 I 3" ;i lffrt Vl.nts-(:entinllflllG ene-piece Soffit Vent with reinforcing nb to key into stump.&amp; Fri Ven[ Clips are prearded in conners Soffit Verd and to assist in alignnk=.nt. Vent area 15 equal Inohrsper lineal fl Caulk all intersections, hitttomts, ends and corners at time of installation. ONOBJEEM Product Submittal Shoat VINYL�iopiip Aa 3visal is or vinyloorpcem 80 NVd=ati•. Pleee ?30 r> g 464 awkl ' LoviMows' alb Clarkwes ern Lim iF s d ; bWtarrs _G rlia r Fin Ida 35180 0:,� 4J �1ll8 Mid Wall (M Style) Control Joint I Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. In 711 ,..>- r "I'll B - pUI_ 716', :2 3 112" srl d flange 1 314' perforated flange w�'' Mid Wall Control Joints flesigned torlve ress and arsrk in controlling nooks in,,tenar wall finish. Intersections of Ts aralatde. US Patent Number 7, 757 45D Caulk all intersections butt joints ends and corners at time of in itallation. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2745 (SQ.FT.) x 144 = 395,280 SQ IN. / 150 = 2,636 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-ENG. WOOD ROOF TRUSSES 024' 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END SEE PLAN/ ELEV. GALV. MR. DRIP ON 1X2 P.T. 26 PAINTED TEXTURED SPRUCE FASCIA CEMENTTTIOUS FINISH ON METAL LATH—� W/ 3' CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FIAT SOFFIT) CEMEMNTITIOUS FINISH OVER 8' CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.2 BETWEEN STUDS 0'-0' FIN. FL SLAB J L 12 6F'5_' INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANF. 5 8' DRYWALL OR 1/2" "TOUGHROCK' OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT 8'xl6' 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 rrr MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & DETAILS �' • ny 'zliP—iil— TYPICAL WALL SECTION SCALE 3/4' = 1 W 411 I I I I I I I I I I I I I I I I I I STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) 011 1■I LEI AEI � I■1 IN IN IN ICI AEI � ICI ICI ICI ICI ICI ICI ICI �—I El O D.P: +33.4 PSF -36.3 PSF COVs PORCH SLOPE OD.P.- +33.4 PSF -36.3 PSF FOYER TYPICAL IINSTALLATIh III z? WINDOW ASSEMBLY ■CONTRACTOR TO APPLY TO ALL SIDI OF MASONRY OPENING INCLUDING HEA AND JANBS PER FBC 2020 R703.4 FASTENERS AS REQUIRED Y WINDOW MANUFACTURER LIQUID APPLIED FLEXIBLE CONCRETE CAULK FLASHING WATER PROOF PRODUCT TO MARBLE SILL MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CAULK SEAM AT 'CONCRETE SUBSTRATE PER MANUF. SF 4. 'MORTAR OR ,; WINDOW INSTALLATI GROUT •:. A4 DRYWALL ', • • a+ , SET SILL IN FULL MORTAR BED AND HEAD JOINT STUCCO OR F DECORATIVE % CEMENTITIOUS 4 •. / COATING . . 3/4' FURRING TO MASONRY WALL 4' , S. C.M.U. 4 . . PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 12 �6 I I I 10'-8" T.O.B.B. - I _----_ 9'-4' T.O.B.B. 5-� ' i b . m11V I" {{ - - - _ - -0'-0" FIN. -FL SLAB O+31.9 PSF PROVIDE CEMENTTTOUS D P. ±34.7 PSF THICK MEDIUM TEXTURE FINISH PRIOR TO DECORATIVE CEMENTTTOUS FINISH LEFT ELEVATION - CL.ASSIC METER INSTALL ON BLOCK WALLS, TYP. PRE ENGINEERED WD. TRUSSES E— @ 24Is 0/C TYPICAL —� GREAT ROOM 12 STUCCO ATTACHED TO METAL LATH 6 ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) 10'-8" T.O.B.B. 9'-4' T.O.B.B. COVERD PATIO SLOPE --� - _ - 0'-0" FIN_ FL. SLAB SECTION A -A — CLASSIC CONC. OR MASONRY 2x6 P.T. BUCK SET IN ALUMINUM FRAME FASTEN TO BUCK W/ 3/16'x2 1/2` TAPCON SCREWS 0 12' 0/C 1x4 P.T. BUCK SET IN SEALANT AND NAILED 111/1-1/2' CASE HARDENE COIL NAILS AT 12' 0/C. STUCCO FINISH PERIMETER CAULKING CONIC. TOR MASONRY SEALANT FASTEN PERIMETER SEALANT MAX. OW/ VWV2z%.'6L6 1/4' DTA x 3-1/4` FINISHTAPCONS CONC. OR MASONRYSNCCO 3" FROM E.E. J .OQ o AND6' 0/C MAX. CONC. OR MASONRY COIL NAILS AT l rs ix4 P.T. BUCK SET IN 0 0 . Qo'- 0q 00 ' MAX. DOOR TRIM SEALANT AND NAILED ' CASE HARDE'01C. E WOIL DOOR FRAME F h COIL NAILS AT 12` 0/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ CAULKING CAULKING (2) 16 GALV. x 2' r ALUMINUM FRAME SCREWS 0 2 1 0/C DRYWALL BOARD FASTEN TO BUCK W/ DOOR FRAME DOOR TRIM CAULKING 3/16'x2-1/2'�TAPCON FASTEN TO BUCK W/ PERIMETER SEALANT SCREWS 0 12 0/C IF (2) 16 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.) GONG. 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" SCREWSC=GALV. 0 18" O/C PERIMETER CAULKINGTRAGK STL VERT. TRACK BRACKETS 1NFFN/TO WITH SILICONE CAULKING DOOR FRAME 1�2 SCREµS FLOOR COVERING L_ 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS OOa q o .qQo 0 2'-O" 0/C •.0 ' q G4LV. SR TRACK •o : Oa 'Po t1° o $� 'O 'O BRACKETS FASTENED E— FLOOR COVERING CONC. FLOOR SLAB TO WOOD JAMB W/ 3/16'xi-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO � PRECAST OR POUREDo SILL 01 O 'o spa oo. C ~ PERIMETER CAULKING Ml s METHOD OF COLUMN W/ 5/8' WEDGE PERIMETER CAULKING STUCCO FINISH A EN SM ANCHORS 0 2'-0' 0/C VERT JBM (6' MAX. FROM ENDS) AND GROUT 8PliED CONCRETE SLAB W Cold E JURM IMS 2 FROM 1111211 SILL DETAIL (DOOR) JAMB DETAIL GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D) ;.., -OR ;1UU s M0 jr"R PROJECT LOG ISSUED FOR PRE -CON - 04.13.21 '. ' ISSUED FOR PERMIT 04.28.21. -:.. Uj W �+ w W W LL La Z... 13 7 J a' —j ro 0 Z 01 2 N C . En "O.. r0 to 7 -_ W 2 p a V) 0. C Q C 2.-. r0 = L_ C7 w O C rn • .th G AP:.)-0 -00 `.. cc Ind (Mn C.7 O AW . O E E -O tJ � = � L i O d > FO = sue',•, CM4g o y c (n di On(p7-t tf .0 rLD CU 70 =: w W 1E U rn o, L0 I is Co C a e O O 2 UINO r 0 Cy Nil z 4 PN� 4 U- a W U � o Ir�, U 3j LL ri Q r � W 1/4" = 1'-0' U.N.O. ELEVATIONS SECTIONS Ara _ ^lW11 I m",l I ` _ PROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERNTT 04-28-21 (3) 16D TYP. REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 T-BRACE AT EA. VERT. NAIL w/16d NAILS 0 8" 01C AT T-BRACE 4CONNECTION DETAIL ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE INSTALL PER. MFR. SPECIFICATIONS PLAN OL CONT. MASONRY BOND BEAM CONE. POUR STOP 8" CMU WALL 9 CONNECTION DETAIL 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" 0/C (PER PI SOLID BLOCKING 0 4'-0" 0/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" 0/C AND 6" MAX. FROM OPENINGS ai W/3"x3"xt/4" STEEL WASHERS EMBED 4" MIN. FLOOR SLAB SECTION ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 21 41 61 81 10 12 8d 2201 4401 6601 880 1100 1320 10d 2651 5351 8001 10651 13331 1500 A5 CONNECTION DETAIL ROOF SHEATHING NAIL PER SCHEDULE ,*ECONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 8" 0/C 7 2x4 LADDER FOR O.H. 0 12" 0/C CONS. 20 LADDER PLATE ANCHORED GE 18" �TRUSS W/ 16d NAILS ®8" 0/C MAX.. - 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" 0/C -- WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO SLEEPER W/ 16d NAILS ®4" 0/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" LG. 0 6" 0/C LISP EMBEDDED STRAP W/ (16d NAILS 0 EA..TRUSS VERT. WEB (24" o/c)) CONT. CONC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE 2x4 LATERAL BRACING 0 4'-0" 0/C LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLI LINTEL SPECIFICATION 1 17'-4" 2047 946 872 340 8F34-19/1T 2 4'-4. 6406 0 4033 0 8F14-1B/1T 3 5'-4" 5365 0 2290 0 6F16-18/lT 4 7'-6" 2661 130 1 1634 97 8F16-18/1T 5 7'-6" 2661 120 1634 90 8F16-19/1T 6 6'-8" 3581 355 3581 247 8F16-1B/1T 7 4'-0" 6113 210 3079 82 8F16-19/1T 8 7'-6" 6472 946 3508 330 8F32-1B/1T 9 7'-6" 6472 0 3508 0 8F32-1B/1T 10 13'-4" 2883 0 1321 0 8F32-1B/1T 11 10'-6" 1533 423 914 275 8F16-1B 1T 12 9'-4" 1843 210 1133 82 8F16-1B/1T 13 14'-8" 1370 217 519 75 8F16-1B/1T 14 7'-6" 2661 271 1634 95 81`16-10/1T 15 7'-6" 2661 946 1634 330 8F16-1B/1T 16 3'-6" 6113 423 3547 275 8F16-10/1T 17 5'-4" 5365 840 2290 291 8F16-1B 1T 18 4'-0" 6113 423 3079 275 8F16-18/1T 19 4'-0" 6113 423 3079 275 8F16-18/lT A5 #5 REBAR AT TOP MIN. (1) REQ'D e, 1-1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED < o ° G C.M.U. x QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY a Z GROUT 8F16-1B/1T e #5 REBAR REINFORCING • PROVIDED IN LINTEL (VARIES) LNOMINAL HEIGHT QUANTITY OF 15 NOMINAL WIDTH REBAR AT TOP 7-5/8' ACTUAL NOMINAL HEIGHT 1 p:i Z. r e� TYP. 0 WALLS 8U8 8F16-OB/iT 8F16-iB/1T 8F24-OB/iT 8F24-19/iT 8F30-iB/1T 11 Lij d a J it J n m m u1 w J Z LL v W Z. N ❑ o 0 a m o O t a � w an Lu to n c O d t ttoo S v p vi c to a3i >m N� �� tv an c v a C tU -p '0 R7 fl -to 5 o Ica tca o t' E -p fl O c cr o En cn tT c c p C7 tv o z uQ. o N t LLJ i co 0 O _c c _ C tJ O r r- J � N C4 1` 1 r. W v ❑ o I�0 0 U w O U t Q J JLr) LL 1/4" = 1'4' U.N.O. STRUCTURAL PLAN A-5 IF 1 Hatch Legend TRUSS END DETAIL PROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERMIT 04-28-21 NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1 TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CLIPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL �..... ..:.: J 4r 01r �iFr vv. IE NOTE: THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS MAY OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF TYP. ROOF FLASHING DETAIL N.T.S. riMi not '5 rebar min. tn<iana. AF9p 'o bib ADm�nb�[nM�ai w�ue' 9oJel 4 I�cf > A0.NelUalevd Mtlx3nlitnwe Nf pCtiVY�xf Ne Yn f r:.As�+imm I usrnN Wwmp "di&� Ilo4�t P '. b. i �BAEY ��dn°2 SEA! N5V} (f6C1 iTDI iibM25 3, ', I%�4f14zth d,'exk!n N': v.xir. ' ITda f 5 )c n VT; 1 MR it�l 11, TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER a. OF L� PORIZ DEFINED DIMENSION OF BUILDNG OR 40% Or HEIGHT H BUT NOT LESS & N 4X OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF ZONE NAILING REQUIREMENTS. ROOF ZONE DIAGRAM 0 m DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE i ZONE 2 2R 2N ZONE 3E 3R PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCA71ON PANEL GRADE THICKNESS SPACING REMARKS ROOF ARA RATED SHE47HING Bd RING- 8d RING- 8d RING- 8d RING- Bd RING- Bd RING- 8d RING - EXPOSURE 1, OR EQUAL 24' 0/C S1{4NK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RATING 40120 19 32' MAX. 6' 0 C 6' O C 6' 0 C 6' 0 C 6' 0 C 4' 0 C 4' 0 C SHOWN ON PLAN ARA RATED SHEATHING 8d RING- 8d RING- 8d RING- NAIL CORNER STUDS IXT EXPOSURE 1, OR EQUAL 16' 0/C SHANK SHANK SHANK AT 4' 0/C MAX. TYPICAL WALL SPAN RATING 40120 19132 MAX. 4' 0 C 4' 0 C 6' 0 C BLOCK FREE EDGES ARA RATED SHE47HING Bd RING- 8d RING- 8d RING- INT. EXPOSURE 1, OR EQUAL 16' 0/C SHANK SHANK SHANK BLOCK FREE WALL SPAN RATING 32 16 15132 MAX. 6' 0 C 6' O C 12' 0 C EDGES RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 TRUSS CONNECTOR SCHEDULE FASTENERS PER KIT Ap ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS 71E-BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) 1Od x 1-112' - 990 1980 1 3351 670 1 245 1 490 TC-2 TA14 7) 10d x 1-1 2 - 1205 1 2410 1 3351 670 1 1 245 1 490 TC-3 HTWM16 (6) IOd x 1-112' (4) 114' x 1-314' WAB. 1225 - 1225 1- 1225 - TC-4 HFA16 9 10d x 1-12" - 1870 1 2430 I 710 1310 270 1215 TO HTW20 (20) 10d x 1-1/2 (24) 10d x 1-IA' 1530 1 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAVE TYPE SPECIFIED. 3) USE GALVANIZED NAYS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. SQUARE CUT OVERHANG❑ w/2X4 LEVEL RETURNS 12 6� 4-3/16" HEEL HEIGHT 5 1/2FF FILE COPY W d u5 9 w J u~i J a w a L 3 LL p z W j N J 0 IJ m z a N o L a En t o a l71 L o C c cn fO a � =N L L O (n V1 — wv an1'3s o to U W ® E E -aO C � o�� F- O N��Qa o kn 0 -e cu .- 6 3 Z8 �o-o� 'O (7 O'aN_.4 Z O ce 0 J ib Ln z R Ln ce O uj u_ O U 3: W F- C) Q u J 1 W 2: Ln 1/4" = V-0" U.N.O. TRUSS PLAN A6 mw=19 PROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERMIT 04.28.21 200 AMP SERt?CE p METER DISC. C� (1) SETS OF (3) 14/0 AWG. 7HWN IN 2' CONDUIT A' PANEL 200 A 5/8' GDX 70' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDA77ON 20'-0' LONG MIN. ELECTRICAL RISER DIAGRAM *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA NOTE: THERMOSTAT TO BE 62" A.F.F. AND g' HORIZONTALLY FROM ANY CORNER OF WALL OR OPENING PER PLAN NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). 1\V IL. I\LL LVVL VI J\,IIVII �V\I LJ TO BE NO LESS THAN 4' FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F.F. IF APPLICABLE Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications. Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 1,811 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,433 / 10 (GEN.LTG.CIR.) = 544 (WATTS/EA) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. 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 1 12 1 1.5 0 1 MICROWAVE 1 20 12 L5 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 15 0 12 GEN. LIGHTING 1 1 15 14 5.4 1 0 38.3 1 9.6 1st 10,000 of 100% = 10.00 REMAINDER AT 40% = 12.52 A/C LOAD AT 65% = 6,24 TOTAL = 28.76 x 1000/240 = 119,8 AMPS ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE $ SWITCH TELEVISION JACK E) NEST TOR ® RECESSRECESSED I AT 12' A.F.F. I SINGLE POLE Q PRE WIRED �Q SECURITY Q� DUPLEX RECEPTACLE SWITCH 220 V. RECEPTACLE () FLOODLIGHTS ® F.P.&LL. METER IIH AT BASE T3 THREE WAY AT 12' Aff. SD SMOKE To, & DISC. Q� WAC DETECTOR Ila ATIlABY COUNTER f4 FOUR WAY THERMOSTAT ® MONOXIDE DETECTOR CARBONSMOKE / R ® PANEL Q INTERCOM EXHAUST DUPLEX RECEPTACLE SWITCH I AT 60' A.F.F. SWITCH FAN Q ❑� FLUSH IN FLOOR R RHEOSTAT DISCONNECT TELEPHONE OUTLET FL EXHAUST FAN $DUPLEX RECEPTACLE s SWITCH V AT 12' Aff.. PADDLE FAN W/ LIGHT FI GROUND FAULT fE DIMMER TELEPHONE OUTLET W/ OR WO/ LIGHTLV DOOR T FLUSH IN FLOOR FLUORESCENT RELEASE DUPLEX RECEPTACLE SWITCH FIXTURE CLG. MNTED. TOP REC. SWITCHED K KEYED ® SPEAKER Y VOLUME IN CL& INCANDESCENT LIGHT �' CONTROL DUPLEX RECEPTACLE [� SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX WP WATERPROOF KEYPAD WALL OUTLET RECEPTACLE INCANDESCENT LIGHT M DUPLEX RECEPTACLE JUNC71ON SPEAKER FIXTURE WALL MNTED. nU0 UNDER COUNTER BOX 4 HI HAT TR LOW VOLTAGE HOME RUN ® CLG. MOUNTED TRANSFORMER INTERCOM © DOOR CA75 ® HI HAT FB FAN BOX STA710N I CHIME HOME RUN VAPOR PROOF IN CLG. 9 )PY W S W J y m W z ui Lu LL w Z w ui V z z _ 0 N m z O a � ❑ Z O ® o L a CA a o Q�1 CnL p C R T LU rC6 0' Q O 0 rn ° n c0 _ �4 � s co = p cn �cD En Y@ C 01+ 0`s c 0 o v o coY3+2+ o m p C w O d G O C E_�i {-; a�0 F— O cn me c 0L9 Ui W N E O '+_+ ` Y co Fw— c ® 2E �vC7 f z 0 0� 2 W m Ln 2 w aY ce O LU LL W d 0 0 LU o v r o � J JJ W Ln 1/4" = 11-011 U.N,O. ELECTRICAL PLAN E-1 TOTAL VOLUME SQUARE FEET: 17747.8 1 xl x7 128 CFM DINING 4"0 1 12x12x9 192 CFM MASTER SUITE 8x5x4 20 CFM KITCHEN lOxl x3 122 CFM n� 7 70 8110 AH W-1 3.5-TON w 8110 14"0 x S 4.�:::: 2" KITCHEN AVV KIT CO DW 2' 2- AW 2. LAV LAV CO 3` 2" 2' VIR WC J 2' SHWR 3' 3° MASTER BATH \ \ \ 3' 2' TUB \ \ y \ \ co LT co 1x1x8 7"0 o EX 1ST 155 CFM o O' "7 7 x S x R.A.G.....d W1 TV 41 CFM 150CFM I FLEX XHAUST Sxoxs 75 CFM 4 ` ; BEDROOM 2 >Sl R 9� CFM L I EXHAUST DO NOT SCALE PLANS LAUNDRY 3` PLUMBING RISER DIAGRAM TWO BAY GARAGE REVI CODE( ST. LU :D FOR IPLIANCE COUNTY PROJECT LOG ISSUED FOR PRE -CON 04-13-21 ISSUED FOR PERMIT 04-28-21 Lu s w a W w� W -J � LL � z 01 N Q o o � N �o �1 cn L c p O -2 L C O Q,u Qi L n N S 'y 0 L_ N N a c m Y rn Z c v -0 o ca' _'+' cv1 c � .2ao ��—'L= E >-0 c^ c c p u W t ►--I LL run/1 W Z FILE COPY 0 0 � � w ol o u � a w O � � 1J4" = 1'4" U.N.O. MECHANICAL PLAN