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HomeMy WebLinkAboutBUILDING SITE PLAN - CONTRACTOR COPYContractor Copy f GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. B. 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 AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PASS BILK. BLOCK BUN. BELOW BRG. BEARING BTM. BOTTOM CUD. CEILING CMU CONCRETE MASONRY UNITS COL COLUMN CONIC. CONCRETE CSIT. 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 R BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1: PROVIDE P.T. FOTHER P HORIZONTAL @ 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 C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 AN SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, LINTELS AND BOND BEAMS WERE 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 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROMTHE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. VERTI CAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5J S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR tat FLOOR WINDOWS. THE OR 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 B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT $HALL 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 ON X VERTICAL ALIGNMENT EVEN OUCH IT IS IN AN A E HORIZONTAL IN THOUGH ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCINGMINIMUM CLEARANCE OF ONE-HALF INCH FROM STEEL SHALL HAVE A MN 5, PROVIDE A MINIMUM OF 4° CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO B. PROVIDE NON -FUSIBLE GENERAL DUTY N 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. EXT. 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. NOTIFY 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. CO 9. PROVIDE OR BREAKERS FOR ALL BATHROOMS. THROOMS, GARAGE AND EXTERIOR OUTLETS AS F.R. FIRE RATED 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. FIR FRENCH DOOR MAX. MAXIMUM SW SWITCH E. REINFORCINGE CH SIDS OF ANYOPENING, I REQUIRED,SHALL CONTINUOUS CATIE ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS FIN. FINISHED M MANUFACTURER TEMP. TEMPERED TO E BEAM, E OPENINGS TO ALLREINFORCING BARS DRAWINGS 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS FL FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. G.T. GIRDER TRUSS MIN. MINIMUM T.O. THROUGH OUT 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND GA. GAUGE M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM HORIZONTAL: BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. GALV. GFI GALVANIZED GROUND FAULT INTERRUPT MONO. MTL 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 LATERU.N.O.UNLESS ON CENTER TYP. U.N TYPICAL NOTED OTHERWISE 5. GENERAL: NOTED 'B8') MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER. CONSTRUCTION. 13, DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. GYP. BD. WALLBO GYPSUM WALLBOARDNDERWRITERS P.L.F.PF POUNDS PER LINEAR FOOT UL LABORATORIES 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 B BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER HOT. HIPS. HEIGHT HEIGHT HOOPS P.S.F. P.S.I. POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH V.I.F. W.A./WEDGE VERIFY IN FIELD ANCHORS 7-10/T.M.S. 402-OS N STRUCTURES AND THE /T BUILDING CODE REQUIREMENTS FOR TRUCTU PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. SPACES S PA HALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(0). HR HOUR P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. MASONRY TR 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK HS AL NT SLIDING HIGH PKT. PARTITION WC WATER CLOSET WORK. - 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY Y WITH NEC SEC. 410.8. V HIGH VELOCITY HURRICANE ZONE PKT. POCKET WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. COMMENTARY 0 S 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS ON 7-CIFICATI S 4 REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. i6. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS INS. INS. INT. INSULATION INTERIOR PLYWI). R.O. PLYWOOD 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. LONO S.C. SOLD CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTIHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. UN. LT, LINER 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. L.T. LAUNDRY TUB SH SINGLE HUNG 7. CLEANOUT OPENINGS SHALL A BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH - DAYS AS 1. CONCRETE SHALL CONFORM TO ASTM C94 94 AND SHALL HAVE STRENGTH IN 28 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE NOTED. FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). ( ) - - 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 SIN SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS ST, LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: 0 HEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS &SKYLIGHTS OPEN ID PRODUCT MODEL # M ANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING *FILL BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHO 16070 WAYNE DALTON N/A W/ 1-1/4- WASHER & 2-3/4' MIN. EMBED. D.P.= +24.9 PSF +39.2 PSF -43.7 PSF 2-3/4" MIN. EDGE DISTAN E. 6' D -27.7 PSF B FL-7630.1 3080 DR THERMA TRU N/A 1/4' TAPOONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 8- & 14' O/C MAX. SPACING. -34.7 PSF C FL 17499.1 SH 36 MI WINDOWS & DRS SOL IMPACT 3/16- TAPOONS W/ 1-1/4' MIN EMBED D.P.- +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF D FL 17499.1 SH 25 MI WINDOWS & DRS SOL IMPACT 3/16- TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2- FROM EDGE -34.7 PSF E FL 17499.1 SH 15 MI WINDOWS & DRS SOL IMPACT 3/16- TAPOONS 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 F FL 17499.1 SH 15 MI WINDOWS & DRS SOL IMPACT 3/18' TAPOONS W/ 1-1/4' MIN EMBED D.P.® +33.4 PSF +55.0 PSF -55.0 PSF 010" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF G 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 H 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 FL 17499.1 (2) SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P. +31.9 PSI' +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2- FROM EDGE -34.7 PSF J FL 15349.5 6020 TRANSOM 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 EQUAL SPACING & 3' FROM EDGE -36.3 PSF K FL 17499.1 SH H33 MI WINDOWS & DRS SOL IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF O-W O/C MAX. SPACING & 2- FROM EDGE -36.3 PSF L FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10- O/C MAX. SPACING & 2- FROM EDGE -34.7 PSF M FL-9174.10 R12 9100 OHD 6070 WAYNE DALTON N/A W/ t-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +29.9 PSF +39.2 PSF -43.7 PSF 2-3 4' MIN. EDGE DISTANCE. 6' FROM END -32.7 PSF N FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10 O/C MAX. SPACING & 2- FROM EDGE -34.7 PSF 0 FL 17499.1 SH 26 MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10. O/C MAX. SPACING & 2- FROM EDGE -34.7 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 1-53511 MAX. 104-1/4" HORIZ. MI WINDOWS & DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 R. ROOFING NOA NO. 17-0822.13 EA&E ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POL-YGLASS USA MEMBRANE POLYSTK.K TU MAX SELF ADHERED 1 OR MORE N/A N/A UNDERLAYMENT SBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS IV GRID, 6' O.C. AT A MIN. 4" PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 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 ACI 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4"'BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2' UNFORMED 1.CONCRETE FLOOR SLAB TO BE 4 THICK POURED CONCRETE SLAB WITH FIBERMESH BELOW GRADE-3' 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 200 24' D.C. PLUMBING NOTES ON 0.006 WSQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL O STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8- V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED B Y THEO/C3. 4" FOLLOWS; COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS EELSUBSTRATE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4' LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3/ LONG ST 3. DISPOSITION OF RAIN WATER SHALL TER 1 COMPLY WITH F.B.C. PLUMBING CODE CHAP 1 . OTHERWISE 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'-0" 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 MIL. 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-I5 BARS BOTTOM IF DROP EXCEEDS B". USED FOR SOFFITS OR CEILINGS 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL. DOWELS AS VERTICAL BARS 1-1/2' LONG AND .120- DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPUCED 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 PROBABIUTIES 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 *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 NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, '.• OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: GRENADINE CLUB LOT 67 MEADOWOOD COPYRIGHT 2018 TYPICAL "MI" WINDOWS Nu L 1 0 LJ iV I I I 1 N L_J N f0 (O fD f0 18�" 36" 52d" 25} SH 15 SH 25 SH 35 SH H35 ■� ■ ■ ■ ■ ■ ■ M.O. 20 1/8" M.O. 38"I M.O. 54 1/8' M.O. 27 1/2" 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK / �� 38" I 70" 38" I `\ SH 35 TYP. BAY WINDOW FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 80L75 A 307 00 TUBULAR - A500-010 GRADE B (42 KSI) 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. LOAD SCHEDULE LOCATION IK 12M PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND: UUTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. y,QjEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS 2x P.T. WOOD BUCK SHOWN TYP. MR f, j-1 I ILI I 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 96 1/2" H X 98 1/2" H X 98 1/2" H X 98 1/0 H X 98 3/4" H EDGE OF SLAB EDGEOF SLAB EDGE OF SLAB EDGE OF SLAB FER11 1101 \Fair=4 n 110-1 � EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 5/4' BOARD OR 14. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. DOORS NOT LESS THAN J' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN J? (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) 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 LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. SYMBOLS LEGEND DETAIL SCALE DETAIL DWG. SCALE SECTION Dwc. SCALE DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PUN 1 4 Dwc. 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL N vj DWG. SCALE .""ISMMIM INTERIOR ELEV. SCALE B�- BEAM LABEL ■■ AREVISION N rn NORTH ARROW - W BREAK LINE ELEV 0 Y' 4' Y SCALE' t �" GRAPHIC SCALE O'-O' FIN. FL. SLAB qv POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION I __-r PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14.1 w a m a w J Lu _^j W J LL Z W C U N J O 0 Q a 0 Z 8O 0 a 0 c r}o 0 O o OP p C T C O (O N T 0 C3- c o o - U 'u C t= ra o � c ca i o � 3 o ro 3 0 = al .Ln LAP rCa o ra � i � ` 0 C p O Q Q i o t C E ru o W o c n. c' al E E o M C:LU N caj (UPs E o o c�P H E � rn + L c _ U) o -- o � u O Z V iZ V -O N ej CL IM 8 ca Wp _O Z� Ln m� 5 A o C7 w Lu CQ _ J uU a oom L• J W LU LU ua S wwix in, FF z Yww� In 3n Q a W PPOf�.) y F O U C p p W_ 0- 0 It A Ito r; ss_- a+��x3 9A J 0w z w 3 o 0�g8 s � � r 7 a O ,a O sn ci J LL � o O ® W U � � J W j 2:(1 COVER SHEET C-1 MW - 61 FOOTING SCHEDULE DEFAIL MARK SIZE WxD REINFORCING DESCRIPTION NO. W/2 15 CONT. EXTERIOR MONOLITHIC F-1 20" x 18" BTM. ONE STORY 1 W/2 15 CONT. EXTERIOR MONOLITHIC F-2 20" x 18" BTM. 0 RECESS 38 ISOLATED F-3 3-0' x 3'-0" 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 /5 BTM. E. W, EXTERIOR MONOLITHIC 19 THICKENED EDGE TE-1 10" x DROP x CONT W1115 CONT AT DROP 34 CONC. FOOTING TE-2 8' x 8" x CONT. W/115 CONT AT SCREEN ENCL. 37 INT. BEARING WALL SEE FRAMING PLAN TRANSVERSE REBAR ONLY AS READ. SEE FOOTING SCHED. WELDED WIRE MESH •T•'---•�, •OIL. "�' CONREBAR EQ. EQ. SEE FOOTING SCHED. OMIT CENTER BAR SCH DOLE WHEN ONLY (2) REQD. 27 IN CONT. MONOLITHIC 16 MATCHING DOWELS FOR COLUMNS 48 BAR DIA. FlBERMESH OR MIN. W/STD. HOOKS WELDED WIRE PAD REBAR MESH (SEE 1 } SEE FOOTING SCHED. SCHEDULE) EDGE BARS ALWAYS REMAIN. SPACE '' t'•'I' OTHERS EQUALLY. ' .. .. �. =1 Fa =1 =1 R 11 R =1 FI 1= F� SEE OTHER SEE SCHEDULE DETAILS FOR FOOTING BEYOND 19 EXT. MONOLITHIC AT PAD COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION C-1 8x8 BLOCK CONC. BLK. W/1 FULLY GROUTED CELL Wll-15 VERT. EA. CELL 0 8'-0° 0 C MAX. OR AS LOCATED ON PLANS C-2 8x16 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS W I- 5 VERT. EA. CELL C-3 802 BLOCK CONC. BLOCK W l FULLY GROUTED CELLS W 2- 5 VERT. C-4 12x12 BLOCK CONC. BLOCK W/l FULLY GROUTED CELLS W/4-15 VERT. 8• . 4. f CONC. OR MASONRY _ _ ._,, w COLUMN ".. . a � a FlBERMESH ;��' .11: MATCHING DOWELS FlBERMESH L,-; 48 BAR D14. MIN. GRADE �e ° `il ` W/STD. HOOKS 1- 5 CONT. FOOTING REBAR JPAD ' 3" MIN. COVER 10" SEE FOOTING SCHED. j1, 1N ra Fr Ld 34 THICKENED EDGE #1 'JA�_`J u MATCHING DOWELS FOR COLUMNS 48 BAR DIA. SCREEN ENCLOSURE EBAR MIN. W/STD. HOOKS FASTENERS BY SCREEN MFGR. EQ, E0, SEE FOOTING SCHEDULE SCHED. EDGE BARS ALWAYS BRICK PAVERS SEE SCHED, REMAIN. SPACE OTHERS TYP. EXTERIOR CONT. EQUALLY FlBERMESH FINISH GRADE O MONOLITHIC FOOTING O ISOLATED PAD g III 11-12.311�-SF_ 8" x 8" x CONT. CONC. FOOTING OR PRECAST LINTEL FILLED SOLID WITH CONCRETE REINFORCE W/ 1#5 CONT. 11 I1=1I1=MUD BED FOR LEVELING W/ LINTEL 38 EXT. CONT. MONOLITHIC 37 SCREEN ENCLSOURE FOOTING DETAIL 26'-4" L 6'-0° S-5" 8'-10" 10-3" 6'-0" 18'-4" 6'-4:: 61- "1 6'-0" - - 6'- " 6'-O" 6'-0" /7 6020 FG SH 33 SH 35 HEAD 0 8'-0" HEAD 8'-0" HEAD 8'-0' 6070 OHD /i ----------------- F1 ° 6" F2 — ------_-------//—I F1 — // I ----- ---------------- F2 I I I I FORM SHOWER PAN 1-1/2pp LARGER ON ALL // // B" W X 5 1i" D RECESS 1 ® L — _ — — — SIDES THAN ACTUAL // FOR PAVERS (FOOTING 1 TE-1 FINISHED DIMS/ // DEPTH MEASURED FROM SHOWN HERE BOTTOM OF RECESS) W/ „ b 6'-0" 6" W X 3 4" D RECESS 26'-8" 8 1 0 // BEHIND (SLOPED) NOTE: FORM GARAGE SIDE DEMISING WALL RECESS 1-1/2" SMALLER THAN ACTUAL 1 FINISHED DIMS SHOWN HERE " O (D 4:: N a i I // 1 S 1 � ° ° 4'-6" N F1 T 5'-5" L 3'-8" .1A/C UNDER SLAB /f ® L------------- 0'-0" FIN. FLOOR SLAB - 0 G CONDUIT �J 8' W X 5 J¢" D RECESS L� — FOR PAVERS (FOOTING 1 C2 NOTE: // DEPTH MEASURED FROM 5'-0" 5'-0' ° BOTTOM OF RECESS) W/ 1 I ALL COLUMNS ARE Cl U.N.O. 2'-4" 17'-10° �° F2 6° W X 3/4' D RECESS F1 BEHIND (SLOPED) • r L - 1 1 10'-0" o ® �� �— J %0 n i 16070 OHD N FLOOR OUTLET _' L 0J 1 2'- PIN 2'-0" 71L---J 3'-0" F5 2'-0" 16'-0" 2'-0" W/BRASS COVER r )_ 5 PAVER R 3 4' .ESS _n P I F 1 k8O A4 ET DR I I II 17'-2" F1 PROVIDE ® ® PAVERS 1-T — h ELECTRIC TO C2 1 n ISLAND n ® I rt L---� F3 I L--- o -- -52 1 0 1 I I II 14'-4" M O w r---� I I I I I I 1 ® 1 I F1 m F1 � on II TE-2 L - - - - - — — — — — — — — — — — — — — — — — — — — — — — v — —j I I— — — — — — — — — — — — — — — J • L o n J L — — — — J SH 15 SH 15 SH 25 HEAD @ 8'-0" HEAD C 8'-0" HEAD 8'-0" 10'-8" T.O.B.B. 9'-4" TO.B.B. 4'-6" 4'-6" 5'-10" 6'-0" 4'-8" 7'-l" 2'-2" 9'-0° 23'-7" 7'-5" 5'-8" 1'-4" -0 9'-0" 42'-2" 7'-0" 20'-0' 79'-2" T 0 w n p x z PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 a g W a w W Z W Lu Z ^ W 0 LL w U J " LL y: z J N 0 a p Z O° c c p rn o � N c oo n = co cm a —:o c cm. � ,cn w m o 0 ru E vi a✓ � � � N U > 0 �a C7 � c a CL t4 C c E ru toa 5o c o w E E O S E 2 0-0 a U "'S-222N o o v� E cm _ o o � cn Z U d, U O N ai a z QG H O tJ ow tI) N 05 r V c; u c — Lu p 4 J , iR r N 0- 2 `/ LL- Y�I a z U o 0 Q O 0O W /FWW/yyj 1�1 U J JO W a:L~P) FOUNDATION PLAN A•1 MW - 61 CALCULATIONS TOTAL 1 1832 S.F. COVERED ENTRY 121 S.F. COVERED PATIO 238 S.F. GARAGE 584 S.F. TOTAL AREA 2775 S.F. M A GARAGE CEILING (4) 2x4 METAL STUD FLOOR RO CEILING Id:17:CH�9[�NTc ELECT. PANEL / ICHASE I' WASHER DOER 28-1/21 SPACE DRYER VENT LOCATION FRONT VIEW 6 0 in O_ I � " a AC 12" AC CONC. PAD DETAIL N.T.S. FINISHED CEILING 2x WD BLOCKIN EACH SIDE OF I FOR MOUNTING 2x Ml STUD'. TYP. FINISHED FLOOR TYP MEDICINE CABINET z Q J D_ 0 0 J L� W W (n DRYER VENT u� IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS 1D'-6" To.6.., 3/4EMP " THK T FFRRAAMELESS GL W/ CUPS 1/2" WALL CAPS MTL FRAMING —� KNEEWALL W/ DRYWALL FINISH THIS SIDE PT 2X SILL PLATE 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 ON SHOWER/TUB SIDE � a U � w a ROMAN SHWR !� LLLL, I o LLLLLL LLLLLL TYP. KNEE WALL SECTION 1/2" = 1'-0" (2) J10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP, WALL SECTION 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2x4 STUDS 0 16" 0/C) (2x6 STUDS 0 24" 0/C) W/i FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ i" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/0 CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTI PINS .145" DIA x i" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" CHANGE IN CLG. HGT. O6020 FG (TEMP) HEAD 0 8'-0" (2)E GH 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 HILTI PINS .145" DIA x 1" LG. 0 16" 0/C W/ I- WASHERS INTERIOR PARTITION 3/4" = 1 -0" m �m O N SH H33 O O SI ( P) (EC CONDENSA DRAIN TO BE MIN 12" i5 O SS) 6070 OHD R-30 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. I 1HB ® ® O ® ® ® ® ® ®milli IIIIIIIIIIIIIIII01 S SO 08'- O 0 WH I 3 0. _2. 13,_10. i b. IR& 1 54" 4" FIR IC MP. F.G. W/ C ESS SOAP 4 I - - CHE b GOLF CARTI r YII MASTER SUITE I SILL40642" I I O �� a BEDROOM 2-- 26'-B" 9'-4F' CLG. N a BATH l m s -4 CLG. N _ N � F MASTER4CLG V] 0] I I ~ ~ a 9 o 5-10" LINN 14 N 15'-0" '1 8'-2" o' 9.-0. O0 5 SH. r —LWf OF OVERHEAD DOOR • 6080 BP a 'I SMOOTH COAT a b o SPACE KNEE o n 6080 BF I" ' z STUCCO FINISH N EXCEPT AT DRYWALL _ R & S 7'-8" LF b m - — - 108' X 52" MIR OR `� 3 LINE OF OVERHEAD DOOR b ° 0 O 0 0 r--------------------� 9'-4 CLG. 2'-4" 111 3'-6" ® b � o-- a m "� 2880 40" X " M 680 UN. jj' 5 SH. IOPT. W TWO BAY GARAGE L `,20 L FIOPT.�11 MIN. SOLID CORE FLAT ARCH 0 42" AFF _L _JSHELF DOOR W/ RABB17ED JAMB OVERSIZED_8'-4" °° �� o TO 9'-0° M ,�2=0 WEATHERSTRIPPING R A m UTILITY -4 C G•N 9'-4" CLG. T' 0 288o UGH Ir 10'-D` GREAT ROOM ° VS. BROOM a was O 10'-8" CLG. I •' ® 16070 OHD OA PAVERS ®CEOs. ® ll II N 16'-10' 2'-0' 5-01 2" 3'-51 — — 8'-0 FOYER uo 3080 B EXTD m CO .PATIO N lo'—s cic. " " I 0'-8" CLG. w T-o' -B' _ 3, 2, a I B 1 to b I (2) 2880 PKT DRS ® ® 00 PAVERS PORCH 13'-0" PANEL KNEEWALL N MOLDING LVLS 2-5 z 9'-4" CLG. ® N T n b •M IL--NT—R 06--F—F--_J o REC EI V19DINING B�o 7_77 E II�O O � s'-4. cic.DW IZo<e0 N JAN2220 • I j 1G'-8" CLG. DBE. SINK W/ DSP. REF I < z ® PerrnittIn v I KITCHEN CROWN 9 De artme O p N b MOLDING ALL LEVELS b KITCHEN St Lucie County, t 12'-0" 10 -8" CLG. 15'-0" 4" 13'-8° ® FL b RANGE W/ MICRO AK 2X4 BEARING WALL - ---- ARCHED OPENING (� I SEE STRUCTURAL N DELETE STD. BACKSPLASH ------- 08-0"A.F.F. ®� ® ® ® ® ®®11111,11111111111111111 Jill:,:® ® _I �' --- OSH 15 SH+ °DI SH 15O OSH 10'-B° 9'-4° T.O. B.B. 25 PROJECT LOG ISSUED FOR START 10.30-18 ISSUED FOR PERMIT 11-14-18 BUILDING COMMENTS 01-17-19 u.i Uj Lid W J LL J Z w Z z N~ W o go Z Oa p "- O � N rn •+� c c 2 T `a n c c c O c 7 p .� 5 L O 'E .�_ C @ N ro c C7 - -a O O O d N O N O O = O- na UO O E E O i E O o av E = C E 0 yO V 0 = cn c O O w luo E ° 2 = Z U d= U O aU mill z , 0 E o ItY 0 E 311m d' 0 Ui Cie U 0 0 V C C C G O t L ttt a- 0J h 0too o �1 p 0 U w � W '--' hlr�IV�I M J v O_J LU cG 1/4" = V-0" U.N.O. FLOOR PLAN MW = 67 NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & ix PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED 10 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 z2 1/2"TAPCON W/i-112" 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' CONIC. OR MASONRY ix4 P.T. BUCK SET IN SEALANT AND NAILED W/ 1/4" DIA. x 3-1/4" CONC. OR MASONRY TAPCONS 3" FROM E.E. I� STUCCO FINISH W/1-i12" CASE HARDENE J .O0. o AND 12" 0/C MAX. (� CONC. OR MASONRY 00 COIL NAILS AT 12" 0/C. ° o° 'oQ ix4 P.T. BUCK SET IN a o Qo ° o°O MAX. DOOR TRIM SEALANT AND NAILED DOOR FRAME W/i-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" �— r. ALUMINUM FRAME DOOR FRAME SCREWS ®2'-0" 0/C DRYWALL BOARD CAULKING FASTEN TO BUCK W/ 3/16'x2-1/2" TAPCON FASTEN TO BUCK W/ DOOR TRIM SCREWS 0/C SCR PERIMETER SEALANT R I PERIMETER SEALANT 0 2' 0? 0/C STUCCO FINISH STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONIC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ BY DOOR MANE. GARAGE DOOR ALUMINUM FRAME SECURE FRAME TO SILL J/B x i 1/2" SCREWS 0 18" 0/C PERIMETER CAULKING GALV. STL. VERT, TRACK t44BY MANF. FASTENED TO TRACK BRACKETS W/ WITH SILICONE CAULKING DOOR FRAME FASTEN TO SILL W/ FLOOR COVERING �1/4"-20x1/2" CARRIAGE 16 x 2" SCREWS BOLTS & LOCK NUTS 0°Oo o QO 'o ® 2'-0' 0/C 00 0 'O .°, GALV. STL. TRACK BRACKETS FASTENED 'o . Ob. Ug FLOOR COVERING o CONC. FLOOR SLAB TO WOOD JAMB W/ 3116'xi-114" LAG SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SILL . • .. ;. ,:•f•a-r, o 0 0 °Oo ° � o, O COLUMN W/ 518WEDGE PERIMETER CAULKING PERIMETER CAULKING MANU'S MUHOD OF STUCCO FINISH ATTACHMENT SHALL ANCHORS 0 2'-0 0/C VERT. PREVAIL WHEN SUBMITTED 6" MAX. FROM ENDS AND GROUT BED CONCRETE SLAB W1 COMPLETE INSTRUCTIONS 2" FROM INSIDE EDGE OF 2X SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S,G.D.) TYPICAL INSTALLATION „ WINDOW ASSEMBLY ASTENERS AS REQUIRED Y WINDOW MANUFACTURER MARBLE GRO.UTR OR WlnLAW lrv�iHi :. GROUT : A . "a DRYWALL A. ,..�.. .. :: i'.d • �. .. 4 FURRING TO .4 A MASONRY WALL a :A .. ■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 SET SILL IN FULL MORTAR BED AND HEAD JOINT STUCCO OR DECORATIVE r CEMENTITIOUS COATING 8' C,M,U, PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION MEDIUM TEXTU DECORATIVE CEMENTITOUS FINI ON BLOCK WALLS, T OD.P.= +34.7 PSF O 31.9 PSF D.P.= +31.9 PSF 34.7 PSF FRONT ELEVATION - CLASSIC a = 4.0" I 6 i i i Oj D.P.= +31.9 PSF ------------34.7PSF -- MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. O D.P.= +28.4 PSF MEDIUM TEXTURE -31.2 PSF DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. OD.P.= + 24.9 PSF -27.7 PSF - O D.R=+37.729.9 SF - REAR ELEVATION - CLASSIC LEFT ELEVATION - CLASSIC VE STUCCO LOUVER - - 0'-0"-FIN. FL. SLAB 0'-0" FIN, FL. SLA 0'-0" FIN. -FL. SLAB PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 w a � W a w D LL LL W Z Z ?� U N r a Z o 0 J I q c o a n Z = Oa _ � o Iza� �— � Ln Io cu vi = ro s E o p13n O= _ N O O CL a � o c n o = aw E E : o f ct E E o -o U .d E .� N a) U ~ o Ln Cy Ov Z N 'O NLn Q P c �}} ~ Z a -letU Z) O u O w_ � O U ' O W 2:U) 1/4" = 1'-0" U.N.O. ELEVATIONS 0 U c i A-3 > � MW - 61 ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED ® 2775 (SQ.FT.) x 144 = 399,600 SQ IN. / 150 = 2,664 SQ. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (178 LF) VENT = 2,670 SQ. IN, TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO I 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 PLANI ELEV. GALV MTL. DRIP ON 1X2 P.T. 2x6 PAINTED TEXTURED SPRUCE FASCIA FINISH ON METAL LATH ATTACHED 3" CONTINUOUS VENTS ALL SIDES SS CO. TO PROVIDE FLAT SOFFIT) MEDIUM _TEXTURE DECORATIVE CEMEitiljjl FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.2 BETWEEN STUDS 0'-0" FIN. FL. SLAB _ m 12 6 INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANE. 5/8" DRYWALL OR 1/2" "TOUGHROCK" OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. 8006" MASONRY BOND BEAM W/ 115 CONT TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 1/2" DRYWALL 1X2 P.T. FURRING ® 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO, CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & D6TAIL5 e:.e.'A .. .. .• �J. � '�� � ICI --11 I TYPICAL WALL SECTION SCALE 3/4" = 1'D- M o O D.P.= +31.9 PSF -34.7 PSF 0 O D.P.= +33.4 PSF -36.3 PSF O D.P.= + 29.9 PSF -32.7 PSF MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANT. (MAX. 8' O.C) 12 6 PRE ENGINEERED WD. TRUSSES @ 24" 0/C TYPICAL > Product Submittal Sheet vinylcorp.com J 8" NW 79th Place P 505. 477,6464 Clarkverhern Dietrich Sulldiny Systems LLC • liat Florida 33166 F 305 477 4108 Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. 1`c. CS58-300V 5/8" 3" wide vent (one piece( 5" overall width. perforated Ranges 15 � 3" Soffit Vents -Continuous one-piece SOH3 Vent with reinforcing rib to key into §lotto Samp', plaster. Vent Clips are provided to connect Soffit Vent and to assist in allgnmenl. Vent area 15 square Inches per lineal R. Caulk all intersections, buttjoints, ends and comers at time of Installation. I or, Product Submittal Sheet VI LC)ORr9 A OlvilliiMof vinyleorp.com 8000 NW 79th Place P 305, 477.6464 Cil Oi flim- Ciarkwestern Dietrich Banding Systems LLC M2mi, F'lodtla 33169 Ali F 305.477 4103 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. intersections of Ts available. 1578-50UL 7/8"xi/2" �al, 1-3/4"perforetetl Renge y in exterior wall finish. Intersections of Ts available. Mid Wall Control Joints- Designed to relieve stress and assist in controlling creaks US Paten[ Number ns, but Caulk all intersections, butt joints, ends and corners at time of installation 15 OD.P.= +33.4 PSF -36.3 PSF 6'-0" 12 �6 STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MINT. (MAX. 8' O.C) I I I I I I I I I I I I I I 0'_0" FIN. FL_ SLAB - - — RIGHT ELEVATION - CLASSIC site W COVERD .� PATIO COV. GREAT ROOM FOYER PORCH SLOPE SLOPE - EI SECTION A -A - CLASSIC 10'-8" T.O.B.B. 9'-4" T.O.B.B. r - - W rel Led w J W a. = W Z W Zr W O � LL ul (J 3 LL N Z J N a m Z0 Oa 0 ERWA Z 0 1= o - 0'-0" FIN. FL SLAB 0 L Q. r Q �e L11 o m [� U 0LO N h. 0 J IL 0 0 0 0 LU r\ U 0 f < J � U) 1/4" = V-0" U.N.O. ELEVATIONS SECTIONS A-4 u MW 67 ENG. AND APPROVED WOOD TRUSSES SEE TIP. 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) i6D TYP. R REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 T-BRACE AT EA. VERT. NAIL w/16d NAILS 0 8" 0/C A5 CONNECTION DETAIL (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY 16' MAX. 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) MGT MAX. UPLIFT = 3965# CONNECTION DETAIL ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 8" O/C 2x4 !ADDER FOR O.H. 0 12" O/C CONT. 2x4 LADDER PLATE ANCHORED TO GE TRUSS W/ i6d NAILS 0 8" O/C MAX. 2x4 DIAGONAL BRACE RESTRAINT* 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) i6d 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 LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LIi SPECI 1 17'-4" 2106 355 788 247 8F34 2 4'-4" 6490 857 4033 286 BRF1j 3 5'-4" 5809 157 3057 48 BF16 4 7'-6" 2882 130 1548 97 BF16 5 7'-6" 2882 120 1548 90 8F16 6 6'-8" 3581 355 1947 247 8F16 7 4'-0" 8859 1270 5572 435 8F16 8 3'-6" 10000 1253 9578 436 BF32 9 3'-6" 10000 1253 9578 436 8F32 10 7'-6" 7857 0 3323 0 8F32 11 13'4" 3250 0 1178 0 BF32 12 10'-6" 1533 423 914 275 8F16 13 9'-4" 2000 210 1027 82 BF16 14 14'-B" 1079 217 477 75 8F16 15 7'-6" 2882 271 1548 95 BF16 16 7'-6" 2882 946 1548 330 8F16 17 3'-6" 10000 1841 7428 650 BF16 18 5'-4" 5809 840 3057 291 8F16 19 7'-6" 2882 355 1548 247 BF16 20 4'-0" 8859 250 5572 100 BF16 21 4'-0" 8859 250 5572 100 8F16 F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1T LNOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP A 9-1-79 TYP. 0 WALLS 8UB SFi6-OB/lT 8F16-iB/iT #5 REBAR AT TOP MIN. (1) REQ'D CLEAR d C.M.U. GROUT ° #5 REBAR REINFORCING PROVIDED IN LINTEL (VA 7-5/8' ACTUAL NOMINAL HEIGH 8F24-OB/lT V^ BF24-iB/lT ;r BF30-i8/1T PRE-ENG. WOOD TRUSSES SEE WALL SECTION ACT 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 DEL. 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 PI —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"xi/4" STEEL WASHERS EMBED 4" MIN. FLOOR SLAB SECTION ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 21 41 6 81 10 12 8d 2201 4401 6601 8801 1100 1320 10d 2651 5J51 8001 10651 1333 1500 A5 CONNECTION DETAIL i12" DRYWALL OVER TYPICAL FURRING CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/470" LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. • W/ HILTI DNI-62-PB 0 8" 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF ti 5� FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) i6d NAILS. EXTRA LAYER OF i12" DRYWALL SURRONDING FRAME ARCH EDGE OF MASONRY OPENING TYPICAL FURRING APPLIED TO SHEATHING 19/32 EXTERIOR SHEATHING ! W/PAPERBACKED HI RIB METAL LATH 19/32 PLYWOOD ARCH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWO. EACH END W/(3) 10d x 1-1/2" COIL NAILS SECTION � VIEW CONNECTION DETAIL PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11-14-18 uj 0- m o W � a J J W ❑ r N w �— rn LL N uj w z 3 y U r h � o ❑ �_ z Q J Q 0 a � z o Oa c o p rn p Z, c m" ro ro a Q c n n cm NFcan ULn m vi N Ln U = � -0_ 0 L Ln a-., U d 0 f0 `•� � C E p. c p IC O CL d E E o E P p o aU s v C v ~ O QJ O 1.1J E Z p ay (.7 -o c) 'ate-, a 0 V N a) 0 i C C3 C (N CV 1'h, v./ W � A a ❑ O w W ❑ V ' J OJ W 2: U-) 1/4" = 1'-0" U.N.O. STRUCTURAL PLAN if i MW = 67 xtlz PROJECT LOG ISSUED FOR START 10-30-18 ISSUED FOR START 11.14.18 HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 QQ HUS26 QC HGUS26-2 Q THDH26-2 Q HGUS28-2 QD THDH28-2 Q HHUS46 © THD46 © LUS24 Q JUS24 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4' 10'-8" TRUSS BEARING HEIGHT SCHEDULE NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS l 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 ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 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 CNQTH� ALL WOOD TO WOOD CONNECTIONS SHALL BE USP HTW20 l DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. FX_E INTER EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40 20 19 32" 24" O/C MAX. 8d RING- SHANK 6" O C 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" O C 8d AWG- sWK 6" ®C Bd RING- SHANK 6" O C 8d RING- SWANK 4" O C 8d RING - SHANK 4" 0 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" O C 8d RING- SHANK 4" 0 C 8d RING- SHANK 6" O C NAIL CORNER STUDS AT 4" O/C MAX. TYPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 32116 15/32 16" 0/C MAX. Bd RING- SHANK 6" O C 8d RING- SHANK 6" 0 C 8d RING- SHANK 12" 0 C BLOCK FREE EDGES 160 MAX. LBS. 9 TC-1 vi 752 MAX. LBS. E,E, TC-1 O TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Fl) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP 717-1 TA12 (5) 10d x 1-112" - 825 1 1650 1 3351 670 1 380 1 490 TC-2 TA14 7 10d x 1-1 2" - 1115 1 2310 1 3351 670 1 380 1 490 TC-3 TA16 (8) 10d x 1-112" _ 1205 2410 335 670 380 490 TC-4 HWTU16 8 10d x 1-1 2" 4 4" 3 16" x 1-3 950 - 650 - 645 - TC-5 HTA16 (10) 10d x 1-1/2 - 1400 2800 325 650 395 790 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2003. 2) BLDR MAY US€ LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 605 MAX. LBS. E.E. v vi TC-1 o N � M r. 00 O O N M L i 1105 MAX. LBS. E.E. TC-2 N9 N ^w T a Lu W 3 t�i LL W Z Z Z O yNy w U n 4 P a 0 O C31 O y, C QO Q O A Uao t� t M p C' O T C 00 � a) O o C M d a) E E O 2 O o E 2 o o aU E '5 j � a, 4oSo°H-o 9 a' c s 2 c= V O '(-'. Q O E V Q Z U ai I®+ COD <C U 0 �+ o OU Lu r� O U 1 2: uo 1/4" = V-0" U.N.O. TRUSS I - in PLAN v A-6 tl: Z l W=67 ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE AT 12" A.F.F. $ SWITCH SINGLE POLE Y TELEVISION JACK PRE WIRED sD SMOKE DETECTOR F.P.&L. METER & DISC. QII� H AT DUPLEX BASERECEPTACLE 3 THREE ATAT012" A.F.F. Q MONOXIDE DETECTOR ® PAEAKER NEL c DUPLEX RECEPTACLE AT 8" ABV. COUNTER 4 SWITCH FOUR WAY HVAC THERMOSTAT ❑J SWITCH DISCONNECT EXHAUST FAN DUPLEX RECEPTACLE FLUSH IN FLOOR i R SWITCH RHEOSTAT Q INTERCOM AT 60" A.F.F. X PADDLE FAN W/ OR WO/ LIGHT FL EXHAUST FAN W/ LIGHT ?DUPLEX GFI GROUND FAULTTACLE �D DIMMTCH ER M R T ATEPHONE 120 A.F.F. OUTLET EWU MNTED. HWQZBMU LIGHTOR LV DOOR RELEASE II DUPEX TOPLRECRSCWITCHED EEPTACLE K SWITCH KEYED TLEPHONE S FLEUSH IN FLOOR INCANDESCENT LIGHT FIXTURE WALL MNTED. I VOLUME CONTROL Q� 11 wP _s WATERPROOF 7 KEYPAD ® IN FCLG.R REQUADRUPLEX l'iuc DUPLEX UNDER COUNTERCLE XCTION LIGHTS" ® CLG. MOUNTED TR RANSFORMER O I INTERCOM STATION DOOR CHIME ® RECESSED EYEBALL ® HI HAT VAPOR PROOF F B FAN BOX IN CLG. ELEC. PANEL "UNIT A" 200 AMP CIRC, DESCRIPTION POLE BRKR WIRE VA. 1007 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 1 15 14 5.5 0 38.4 1 9.6 1st 10,000 of 100/ = 10.00 REMAINDER AT 40% = 11.36 A/C LOAD AT 65% = 6,24 TOTAL = 27,6 x 1000/240 = 115 AMPS (1) SETS OF (3) 14/0 AWG. THWN IN 2" CONDUIT 200 AMP SERVICE p METER DISC. COMBO it ° 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 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 1,832 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5.496 / 10 (GEN.LTG.CIR.) = 550 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC, CALC'S. ONLY. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). ALL VANITY LIGHTS TO BE 100" A.F.F 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 NOTE: ALL EDGE OF SWITCH PLATES _i TO BE NO LESS THAN 4' FROM OPENINGS PROJECT LOG ISSUED FOR START 30-30-18 ISSUED FOR START 11-14-18 lJJ m a u a- w z w w = Z N wLd ° 3 LL L) r Z J 0 a z Oa c O C O Q 0 O —�_ C8 a E c a]- aJ n 'O CJ N a) L a-+ C Ln�.-� C) r 'V E vi — c O V) N � O cn s C) Ln E cco c o c 55 � o � cn c M a aI E E o E O av L = UJ ai L N OJ oO u E � i C C C O 2 (n O 1.0 E O Z Y 0 ci 0 Lo TO CELL NS 0 NSOR IN SOFFIT V O C/)Lu C { i J 2 0 4K i u V �I W � V � �—, O OU O w � O � J ' OJ W 2:( 1/4" = V-O" U.N.O. ELECTRICAL PLAN E-1 W=67 U .� N eo z a -a L