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HomeMy WebLinkAboutBUILDING SITE PLANSMOD D1 IJ CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. PROJECT LOG ISSUED FOR START 12-11-18 ISSUED FOR PERMIT 01-09-19 k ° M 5T SITE =WIT:IlIIIII► AV N 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION. IO n f� v 2 �/C%�/J . TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER y'BUILpI � COU NC FLORIDA BUILDING CODE. FOR cotA A C� j BY 0 3013 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE KE pE COUNTY AND ALL APPLICABLE AMENDMENTS. ND pER PECT ON(51 WILL BE MA 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY NO INS REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WNDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPUANCE NTH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY LESSHOV'IING" THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ALL MAtAUFA gC1ORSCA SHRES G BCOMP SCE uF ABBREVIATIONS WITH FBC ENERGY CpDE DOORS ABV ABOVE EXT. EXTERIOR REMAIN ON ALL E APPROVED AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE UNTIL INSPECTIONS AR AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL. FLOOR PROPOSED NORw' BLW. BELOW G.T. GIRDER TRUSS tE PLANS pND ALL BRG. BEARING GA. GAUGE SUBJEO? TO ANY CORRECTIONS BTM. BOTTOM GALV. GALVANIZED T TH A UIRED dY FIELD INI;PEC70RS CLG. CEILING GFl GROUND FAULT INTERRUPT 1iENECES I14ORDER 10 CMU CONCRETE MASONRY UNITS GL GLASS COL. COLUMN GWT GYPSUM WALLBOARD APLY WITH ALL APPLIO OLE CODES CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL DOUBLE HPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SUDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS INSULATION DW DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELEC. ELECTRICAL UN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE LT. LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90, ASTM GRADES NI OR NII. PROVIDE PRECAST UNTELS AS NECESSARY. (I'm - 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR B'-0" 0/0 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE 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 WTHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES CU38" OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES MAJOR G.T. BEARING POINTS ETC.) CAN PROFESSIONAL OF GRAVEL CONCRETE. E ALL GLASS IN SIDELIGHTS, SLIDING GLASS LESS THAN 60" ABOVE FLOOR SHALL BEE TEMPERED. BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS 4. REINFORCING: ACCORDINGLY. 3. EGRESS WNDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. VERTICAL: EGRESS WNDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" VIDE, 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 ENDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR. THE DESIGN. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP NTH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND 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 NTH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4° CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO THEM MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WTH THE ARCHITECTS SUPERSTRUCTURE. IF 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 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 SPECIFICAREAS OF CONCERN. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. M.T. METAL THRESHOLD STL. STEEL 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. 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 NTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM, PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWNGS. MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES MIN. MINIMUM T.O. THROUGH OUT 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED NTH CLIPS, TOP AND M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM HORIZONTAL: BOTTOM EACH STUD, AS PER CODE. MONO. MTL MONOLITHIC METAL T.O.PL.T.B T.O.T.B. TOP OF WOOD PLATE TOP OF RE 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 O.H.D. OVER HEAD DOOR TYP. TYPICAL 5. GENERAL NOTED MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE 2. ALL BOND BEAMS (MARK -BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES A. STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 530-05 A.S.C.E. / BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. B. AL WOOD IN CONTACT WTH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. P.S.F. POUNDS PER SQUARE FOOT V.I.F. W.A. VERIFY IN FIELD WEDGE ANCHORS 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN A MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER P.SI. POUNDS PER SQUARE INCH 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 P.T. PART"N. PRESSURE TREATED PARTITION WC WATER CLOSET ARK' 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING US PKT. POCKET WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE NTH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602- 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. PLYWD. R.O. PLYWOOD ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN W-O" MUST BE ENGINEERED AND 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 OTHERWISE) S.G.D. SLIDING GLASS DOOR SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. SF SQUARE FOOT 11. ALL HEADERS OVER DOORS AND ENDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWSE SH SINGLE. HUNG 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 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 5 EDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN OPEN ID PRODUCT DESCRIPTION AND EMBED. FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 --OH 16080 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED.aMt +28.1 PSF +39.2 PSF -43.7 PSF 2-3 4' MIN. EDGE DISTANCE. 6' FROM END -31.9 PSF B FL 15349.5 5263 TRANSOM MI WNDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-Ile MIN EMBED +30.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -33.4 PSF C FL 15349.5 5224 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4- MIN EMBED +33.9 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3" FROM EDGE -36.8 PSF D FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5 1814 ARCHED FG 0 10' O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF E FL-7630.2 3080 DR W/ THERMA TRU N/A 1/4° TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 +30.9 PSF +50.0 PSF -50.0 PSF SIDEUTE 6- & le O/C MAX. SPACING. -33.0 PSF F FL 15349.5 4624 ARCHED FG MI ENDOWS &DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED +33.9 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3" FROM EDGE -36.8 PS F G FL 174991 SH 35 MI ENDOWS & DRS SCL IMPACT 3/16- TAPGONS W/ 1-1/4- MIN EMBED +32.4 PSF +55.0 PSF -55.0 PSF 0 10- O/C MAX. SPACING & 2- FROM EDGE -35.3 PSF H FL 15349.5 51020 TRANSOM MI WNDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED k1 +33.6 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE PSF FL 17499.1 SH H33 MI WNDOWS-,& DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED +33.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2- FROM EDGE -36.8 PSF J FL 174991 (2) SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4- MIN EMBED +29.9 PSF +55.0 PSF -55.0 PSF 0 10° O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF K FL-7630.1 2860 SGL LITE THERMA TRU N/A 1/4- TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 +31.9 PSF +50.0 PSF -50.0 PSF 6- & le O/C MAX. SPACING. -41.7 PSF L FL 22401.3 12080 SGD MI WNDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED +28.5 PSF +55.0 PSF -55.0 PSF 0 If O/C MAX. SPACING -31.3 PSF M FL 15349.5 12OMETRANSOM MI ENDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MN EMBED +31.9 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3° FROM EDGE -34.8 PSF N FL-7630.1 268 THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN: EMBED CORNERS 0 +31.9 PSF +50.0 PSF -50.0 PSF 6- & le O/C MAX. SPACING -34.8 PSF 0 FL 17499.1 SH 26 MI WNDOWS & DRS SG- IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED +31.9 PSF +55.0 PSF -55.0 PSF 0 IV O/C MAX. SPACING & 2- FROM EDGE -34.8 PSF P FL 15349.5 3114 TRANSOM MI ENDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4- MIN EMBED +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF Q FL 17499.1 SH 36 MI ENDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ I-I/4' MIN EMBED +31.9 PSF +55.0 PSF -55.0 PSF 0IV O/C MAX SPACING & 2" FROM EDGE -34.8 PSF R FL 15349.5 04 TRANSOM MI WINDOWS &DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED +33.5 PSF +55.0 PSF -55.0 PSF ON 9@5 EQUAL SPACING & 3" FROM EDGE -38.3 PSF S FL 4440I,8 '70t"WMIfM: +31.9 PSF +50.0 PSF -V.0 PSF A c Z 0 56L• E 71rL'1w1� �/ RF �1 ' MAX SP.9G'NO )jW -41.7 PSF T FL 1709.1 SH H33 MI ENDOWS & DRS SGL IMPACT 3/16- TAPOONS W/ 1-1/4' MIN EMBED +33.5 PSF +55.0 PSF -55.0 PSIF SH 35 0 10- O/C MAX SPACING & 2- FROM EDGE -36.3 PSF U FL 17499.1 MI ENDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED +32.4 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2' FROM EDGE -35.3 PSF V FL 17499.1 SH 35 MI ENDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED +32.4 PSF +55.0 PSF -55.0 PSF 0 IV O/C MAX SPACING & Z FROM EDGE -35.3 PSF W FL 174991 SH 23 MI ENDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4- MIN EMBED +33.5 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -36.3 PSF X FL 17499.1 SH 35 MI ENDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4- MIN EMBED +32.4 PSF +55.0 PSF -55.0 PSF 0 10- O/C MAX SPACING & 2° FROM EDGE -35.3 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL e MAX. 104-1/4 HORIZ MI WNDOWS &DOORS 1/4 TAPCONS W/ 1-1/4- MIN EKED (4) FASTENERS PER CLIP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 8" al ROOFING NOA NO. 17-082213 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POUYGLINC USA MEMBRANE: POLYST10K TU MAX SELF ADHERED 1 OR MORE N/A N/A UNDERLAYMENT SBS UNDERLAYMENT PLIES NAILS AND TIN CAPS 12- GRID, 6" O.C. AT A MIN. 4" PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4' 0/C) W/ 1-3/4-EMBED. N/A N/A PER NAIL BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE NTH 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-ii. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 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. ON 0,006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-04. STUDS, ETD 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WTH 1" LONG BUGLE HEAD DRYWALL SCREWS AT 12" 0/C MAX. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE NTH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8'V-GROVE OR DIMPLED. FASTEN TO STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4" O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERUNES SHALL COINCIDE NTH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD OTHERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD 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 WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16' CROWN METAL 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 (2W MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'. MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ^WILY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 1120 REQUESTED BY THE BUILDING OFFICIAL. DOWELS AS VERTICAL BARS ABOVE. 1-1/2" LONG AND .120° DIAMETER U.N.O. ELECTRICAL NOTES 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND SHALL LOCATED METER & PANELS AS REQUIRED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4. ALL BRANCH CIRCUITS IN. RACEWAY OR NON METALLIC SHEATHED CABLE 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION, B. VERIFY ALL CONDUCTORS AND BREAKERS NTH EQUIPMENT MANUFACTURER SPECIFICATIONS. 7. PROVIDE DISCONNECT SWTCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWTCHES AT A/C EQUIP, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. RECOMMENDATIONS. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY BUILDER, 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). 15. ALL CLOSET LIGHTING SHELL COMPLY NTH NEC SEC. 410.8. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 17. PRENRE FOR GARAGE DOOR OPENER SENSOR. 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. 19. CARBON MONOXIDE DETECTORS REQUIRED WTHIN 10' OF ANY SLEEPING ROOM. PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY NTH F.B.C. PLUMBING CODE CHAPTER 11. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM W-O" FROM ROOF JACKS 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. 6. INSTALL CHASE PIPE FOR HVAC. MECHANICAL NOTES 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16, TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WTH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.21). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. END LOADS PER F.B.C. 2017 8TH 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 N "MANUAL OF STANDARD PRACTICE OR DETLINCONCRETEFREINFORCINGGSTEELFNS7TUTE UNRLE S NOTED OTHERNSE.PUBLISHED BY THE STEEL NOTES GARAGE NOTES 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD m PROPOSED SINGLE FAMILY RESIDENCE BY: 'ES 0 G'""'O AVALON LOT 05 MEADOWOOD COPYRIGHT 2018 TYPICAL "MI" WINDOWS -' C4 ■ (V . N co � co 25}" SH 15 SH 25 SH 35 SH H35 ■ ■ ■ ■ ■ ■ ■ ■ M.O. 20 1/6" M.O. 38" M.O. 54 1/8' M.O. 27 1/2" ro M 2x, OR 5/4 BOARD P.T. WOOD BUCK 38" 1 x, 2x, OR 5/4 1 P.T. WOOD 70" 38" SH 35 TYP. BAY WINDOW ANNE[ BY St. Lucie County FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN I- (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-315 LESS THAN V' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0. 26 GAGE (0.48 MM) WELDING CODE", ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN }" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCA71ON UA DM PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 END: ULITIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR END DESIGN TAKEN AT 10 p.s.f. NOIEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE WTH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WNDOWS 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 NO's L[ 2x P.T. WOOD BUCK SHOWN TYP M.O. 35 1/4" W M.O. 37 1/4`' W M.O. 41 1/4' W M.O. 55 1/2' W M.O. 78 1/f W X 98 1/2" H X 98 1/2 H X 98 1/2' H X 98 1/2" H X 98 3/C H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB F-b-.� EDGE OF SLABL/A\,j 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR �s f" (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) 1 DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4" BOARD OR 16. APPRECIABLEOUT \.� BE AN ALL FFASTENE S SHALCRETE SCREWS EBE OFD TO STHERSIZE, LENGTH AND SPACING AS REE THE DOOR FRAMES TO THE WI RED NGS Y THE PROD CTT PROVALRI STALLAT10N PROCEDURES. IN RESISTANCE SYMBOLS LEGEND DETAIL SCALE DETAIL \,nj SCALE: BECKON Dwa SCALE SECTION DWO, SCALE INTERIOR ELEV. SCALE ® BEAM LABEL QREVISION rnN NORTH ARROW W �/-- BREAK LINE 0 r s r sQAL6�� GRAPHIC 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 PLAN 1 4 Dwa. 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL -L-ZUIL ELEM ELEV 0'-O" FIN. FL SLAB 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 LL) LLJ � D J W $ LLI m LL R LL LU z Z a y I Q a Z 5 O a 10 O O _ c 2 m +�, c c ` @ o Q C ? �CL O '� y O o OU � ra -cn c 'a aC) C) V)n 3CU _ aj � C E O= p 0. v o c E o C) o � c aa a) E E o fO o S E P U 067 C � a) a^ o - 'O cE va ~ E C C = 0 u] W C Iii a) E le co E 2 0 p tf N sU `n CJaj Q J z 0 0 C L U C cn G W W I i J r" 0 `� to [2 h 0 0 k LL W Z 0 W O LU Ln O CU o p J QJ W 2: Ln 1/4" = V-0" U,N;O, COVER SHEET C-1 2�/% MW=05 MINUWNTD HOOKSIA. L FlBERMESH '• �. u FIBERMESH OR OR W. W. < WELDED WIRE MESH TRANSVERSE REBAR 3. M I. WHERE OCCURS 3" MIN. COVER 1 SEE FOOTNG SCHED. 34 THICKENED EDGE #1 uj r' W N�I'L` '• N CIS p r• SC� EXT. CONT. MONOLITHIC WOOD POST, FlBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH PAD REBAR SEE FOOTING SCHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY. • a y�I�Y9:1:11Rt OW. MONOLITHIC PA CONC. COLUMN MATCHING DOWELS 48 BAR DIA. MIN. GRADE A W/STD. HOOKS N Z PAD REBAR EQ. EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE SCHER REMAIN. SPACE OTHERS EQUALLY OISOLATED PAD CONC. POURED FILLED - CELL W/ STL. PER PLAN DOWELL & EPDXY (1) #5- REBAR INTO SLAB 0 FILLED CELL LOCATION W/ 4" MIN. EMBED. INTO SLAB g" MATCHING DOWELS FOR COLUMNS 48 BAR DIA. MIN. W/STD, HOOKS Li •�'..av FlBERMESH OR W.W.M. FOOTING REBAR SCHED. SEE FOOTING SCHED. OMIT CENTEI ONLY (2) EOD.OMIT CENTER WHEN 38 EXT. CONT. MONOLITHIC MISSED COLUMN STL. DETAIL TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN CONC. SLAB & MONOLITHIC FOUNDATION PER PLAN FOOTING SCHEDULE DETAIL MARK SIZE WxD REINFORCING DESCRIPTION NO. F-1 20" x 18" X CONT W/2 15 CONT. EXTERIOR MONOLITHIC I EXTERIOR MONOLITHIC F-2 20" x 18" X CONT. W/2 #5 CONT. ®RECESS 38 PAD 0 INTERIOR 6 F-3 2'-6" x 2'-6" x 12' W/3 #5 E. W. 87M. WOOD POST F-4 3'-0" x 3'-O" x 12' W/# 5'S 012" O.C. E.W. BTU. ISOLATED PAD 7 THICKENED EDGE TE-i 10" x DROP x CONT. W/115 CONT. AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION CONC BLK W/ 1 FULLY GROUTED CELL W/1-15 V£RT. 8x8 AT 6'-0" 0/C MAX. AND AT EVERY CORNER AND C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WIDE &16 CONC BLOCK W/2 FULLY GROUTED CELLS W/1-15 IVERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 8x12 C-3 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 1-#5 WRT IRREGULAR 45' MITERED CONIC. BLOCK IN FULLY C_4 BLOCK GROUTED CELLS W/ 2-15 VERT. 4"X4" C-5 WOOD POST PROVIDE BASE AND CAP AS N07ED ON DETAILS 48 BAR DIA. SPLICE m m m 8"x8' PRECAST LINTEL. SEE LINTEL SHOP DWGS. FILL COLUMNS AND LINTEL SOLID W/ GROUT 8mx8' FILLED CELLS W/ i fJ5 VERT. (TYP.) TYPICAL DETAIL Al LINTEL ON COLUMN 48 BAR DIA. SPLICE m m SEE BEAM SCHEDULE FOR REINFORCEMENT 48 BAR DIA. S ICE R .l1 ••11 r �. 2 j FILL COLUMNS SOLID 8"W FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. 2 TYPICAL DETAIL Al BEAM HEIGHT CHANGE N � N M C2 �b i �® o i o C2 tV v N 16'-0" 8'-0" I I I (2) SH 35 HB C2 HEAD 0 8'-0" C2 C2 �® ®® Ist O i I b 3/4" STEP--y N I 2880 I I SGL LITE co F1 -wI b b - F1 o ` 1 lGL 1/ alp lV F2 4'-4" L- — — — — — — nne — 12080 SGD F1 W/ 12016 FG. ABV. (4 PANEL HEAD 0 10'-0• b N T+ C5 rT� ® I F3 L—J 3'-71/2" 6'-101/2" 2'-6" 3,_0• C2 SH H33 HEAD o 8'-0" 4'STEP � SH 36 W 2880� C4 FG 18" HIGH SGL UTE I F1 FG ABV 6• SHC RECESS D/ C4 0z-s' w / F1 �3/4• STEP SUPPLY U G COW FLOOR OUTLET W/BRASS COVER 0'-0" FIN. FLOOR_ SLA9 NOTE: ALL COLUMNS ARE Cl U.N.O. FOR POWER TO ISLAND II � I� °0 EI II ® I 308E DR � I I SIDELITE &ARCRCHED F1 -6"SOWER FG TRANSOM ABV RECESS o ----� FORM SHOWER PAN 3 O 1 1/2" LARGER ON ALL SIDES THAN ACTUAL FINISHED DIMS. o SHOWN HERE C4 w I Fats E x s ® 1 'o Vg— 5263 FG FG TRANSOM ABV. —I SH 35 E D 0 7'-0" a STIP OU— Fl OTER I F4 COL. 5 _2. 61 mv5rom ma m m m m m e Ll ooao oc to :tq A 2'-0" 2'-10" J, 2'-10" 1'-4" 8'-4" 2'-4" 2'-0" 6'-6" 2'-0" 6'-6" 2'-0' EXTEND 5-1/2" DEEP RECESS 4- PAST EDGE OF OPENING, TYP. FINISH EDGE OF CONCRETE AT RECESS, TYP. 17'-10" 15'-4" 6'-7" 6" 114 �I TE-1 1' -'-r— 5'-6' FORM SHOWER PAN 1 1/2' LARGER ON ALL SIDES THAN ACTUAL FINISHED DIMS. F1 SHOWN HERE I � N p w 5'-11/2 = I F- � C5 ® I F3 I 16'-6" — I — —o— I -� -f III o o P — — I "p �l i 3'-8" 2'-10" 1'-1 " • 4'-0" S-8" \ 15'-0" UNDER SLAB --- \ LINE CHASE \ \ 8" W X 5-N:" D'RECESS \ cd DEPTHAVERS MEASURED FROM \� m p 160 WOX 3/4R D RECESS) o BEHIND SLOPE 27-0' o SLOPE 2• E I" F1 NOTE. FORA GARAGE SIDE DEMISING WALL RECESS 1-1/2" SMALLER THAN ACTUAL FLASHED DIMS SHOWN HERE F2' F2 CONC. PAD w in a I a I N PROJECT LOG ISSUED FOR START 12-11-18 ISSUED FOR PERMIT 01.09-19 LL1 c� w w W W N z ° Q J y S fO ° z0 a o � cn Ql :...+ C C " cu A �'�o0 y E U a�i au a c v c E .`5 o �n i N '> o O — c _(-' o-o� E a ,� @ c w M. E E o m �o .2 E d c c t c v ~ o (n = C G = LAI o 8 -§ z " ciLn s a o -4n s a g, O I Z W 0 J ILL. W A Q F2 qO F2 —1 m W Ln O U Lu U ® 101 O Q LU J U) ® SH 35 s J DOf OTER . 0 C1FOUNDATION 11'-6" T.O.B.B. 11-6" T.O.B.B. 3'-10' 1'-2'-101 2'-10• 1'-4" S-10" 3'-8' PLAN 11'-2' 2S-4" r A-1 I z, mw = 05 .maax.:�aio-afro.- CALCULATIONS TOTAL U/A 2389 S.F. COVERED ENTRY 98 S.F. COVERED LANAI 226 S.F. GARAGE 582 S.F. TOTAL AREA 3295 S.F. TOTAL AIR VOLUME CUBIC FEET = 22218 (2) #10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYR 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- 12X4 STUDS 0 16" 0/C) (2x6 STUDS 24" 0/C) W11 FULL LENGTH LAYER OF 112" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONIC: FLOOR SLAB HILT PINS .145" DIA x l" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 314' = 1'0" (2) 110 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" 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/ 1" WASHERS INTERIOR PARTITION A-2 3/4" = 1 � O. AC CONC. PAD DETAIL N.T.S. FINISHED CEILING 2x WD BLOCKINI EACH SIDE OF I FOR MOUNTING 2x MTL, STUD,' TYP, FINISHED FLOOR IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS 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. TYP. MEDICINE CABINET 3/4" THK TEMP TOP OF KNEEWALL W/ PT MELESS GL 2X TOP PLATE & 1/2 W CLIPS A PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD 1/2" WALL CAP KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWERfTUB SIDE KNEEWALL W/ DRYWALL &TILE FlNISSH FINISH THIS SIDE U L� o ROMAN SHWR 17 PT 2X SILL PLATE L L L L , LLLLLL LLLLLL ;.. LLLLLLL " WP. KNEE WALL SECTION 1/2' = r-o" CEILING TYPICAL 0 16' FINISHED FLOOR SOAP NICHE z J a rr O J LL w w 1n I WASHER DRY R 28-1/2" SPACE DRYER VENT DRYER VENT LOCATION FRONT V EW GARAGE CEILING 15" (4) 2x4 METAL STUDS z FLOOR RO CEILING ELECT, d PANEL o BACK TO BACK W/ w METER N GARAGE FLOOR ELECT. PANEL / CHASE ® a K I of ' a AB . R �H S 288 C. — WIC _ 36 (TEMP) a c 2880 W/ 16" HIGH SGL LITE I BL OQ FG ABV CABANA p SGL LIE ® COVERED ti� �r� ® 3'- " 5-4" 2'-B" 4' 6" "v LANAI , ABV. P .a �P�, • • 11'-4" CLG. i b MASTER w (ABV MAIN SLAB) BLW. 0 28 10 SUITE • '� 0 NOOK 10 9'-4"/10'-4" CLG. PAVERS I ll'-4" CLG. AP , ON0o 1 M 12080 SGD (4 PANELS) N 2680 Z • ® BL . L W 16" HIGH FG TRANSOM ABV SGL UTE 10'-2" 3'-0" Li0° FLAT SPRING ARCH 0 8'-0" ® 11 • ® 0O < BEDROOM 3 2'-0' ,0'-8" 2'-0" 13'-9 , 2 /' 7-10 , 2° / TOP 0 B'-8" 9'-4" CLG. 0 4 o w G 8 1 14'-B" 4 17'-4" 4" 5'-6° 27_8• 0 12'-0 — — eR 0 FLAT ARCH GREAT ROOM I 010 M SPRIPQB8 B'0" t'-4" CLG. 11 010 ®1 a lo Ilk E ISLAND g j KITCHEN w • `efli o -; m DW 11'-4" CLG. m o WILL 2680 26 3 KITCHEN CROWN F53,3'18" - 1 4" 1'-4" L MOLDING ALL LEVELS • HERS o HIS a '` ti \� REF ?yp� r a M • , 2;o�ti BEDROOM 3 0 2680 NICHE 5'-11" • T 3'-B° 8 4, - V-4" 2' 0' 9'4" CLG. F z_ JJ 3.' 2. .._2. •I 3=6` FLAT ARCH - — - — - — - --------- o— - — - — - — I o 1 _5. 1._5. 6._10. V O2. • 4 SPRING 0 9'-0" TOP 0 10'-6" a Z I_ _ 'v - FLAT AN/--=— — — — — o. U�p lSPRING0 5'-B" P 0 4" 6'-2" - �x co n o 3 I L_J L.T. �z 10 ? (ROUGH IN) 7� < • FOYER I ®®•a I `Q Fo * o_ UTIL. � o 4,_0. LINEN b O • • I I " 12'-4" CLG. z g 'ti r -1r 2'-6" '0 2'-6" `�i is ¢� a o�®® PT D II 1"m " 3080 DR W/ 3 ;;� DINING N qza 1I-3 II LOPT WJ I e \ k' �AASTER III o SIDELITE &ARCHED of FG TRANSOM 12'-4" CLG. I I I o_ c BATH po ABV o N LJ .o g o e � 4" CLG. • ti6 BATH 2 � C5 in .� m in ®� • ABV. F N Tn n c 9® o $ 41 4'-8" 1^ 10'-8" 6'-6° o „'-0" 4" -6 UNEN Oo J l • Oo _� E o 1 5 SH Fu—� O SHWR OAP' — — VANI PAVERS MECH -- B " ® A ARCH 36" FF I E 7'-0" 2' ® T SPRIN 0 B'-0" N COVE ED " �s _ • • • TOP -8" a11111111111010111111101C �S ENVY • ' • 5' 8" 8" 5263 FG ABV. 14'-8" LG. a W/ 7� FG TRANSOM ABVO 4'-0" 3'- 14'-4" i • 80 ® 11 N • (ABV. MAINJSLAB) N OBLW ® T w GARAGE SEPARATION REQUIREMENTS PER 7 • ® SH35 • • 306.2 TEMP G • • _ • • — — — — ® • 20 SOUDW/ COR m — — — pi,® — DOORIN. RABBITTEO • JAMB OVERSIZED DN — 22'x54" • 48"WIDE x 68" TU DECK EEP i — PULL DN STAIR L L W/SW. LT. J i m m m m m I ao w ATTACH P.T. 2X8 od cd 00 ci m ¢S 000 "ton . d • m of cd m cIm . ABV. GARAGE DOOR PER MANUFACTURER I 22'-0" O of µ1 .I vl vCp H 2 CAR GARAGE " 1'-8" 5'-4" 1'-4" I 4'-4" 8'-4" 2'-4" 2'-0" 6'-6" 2'-0" 6'-6" 2'-0° b 2-8 '� � x SMOOTH I STUCCO FINISH o m O EXCEPT AT DRYWALL o z O I • HOSE 'CHASE maul— — — — o • • ()c)SH 35 loin T.O.B.B. 7'-B" 7'-6° Ala PROJECT LOG ISSUED FOR START 12-11.18 ISSUED FOR PERMIT 01.09.19 d m w a w z W Z Q 3 y Z g J a 0 a 0 v rm c rco a 7 c a� v E L c 3 = v = U o -0 _ N �Q L 2 C _ 2 w E E= E O m o •- d 1u L �O cc:) � E m om+ c c = aj cu a S 'fl Z v a ':L1 nZ E z 0 Lo 'I Lo O t co 0 c w c 0o J N 0 04 r*, I : 1 O J LL W `yam r A 0 O lf) w u O ' 0 J O LL 2: U) FLOOR PLAN A-2 MW-05 ., v I VIMcx9 nra A DI"INMN OYrk.01YNOb' Milil[ia��yNOnr� vinylcorp,com 8000 NW 7911c Place I P 306,477.8464 Cla Kwastern Dietrich Building Systems LLC 1', Miami', Florida 33166 F 305.477,4106 GS58-300V 5I8" 3"wftle vent(one piece)5"overall width, perforated flanges 15 3" Soffit Vents —Continuous one-pierz Soffit Vent with relnMming rib ro key inky stucco 8amp, plaster. Vent Clips are provided to connect Soffit Vent and to assist in alignment Vent area: 15 square inches per lineal fl. Caulk all intersections, buff joints, ends and corners at time, of installation. A Dial iOR OT OYrkWa~- WiKiqSyWM Product Submittal Sheet vinylcorp com 8000 NW 70di Place P 305,477,6484 Clarkwestem Mottich Building Systems LLC I Miami, Florida 33166 L, F 305 477.4108 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. 157e-50UL ]IB"x112" 0-112" solid flange, iJ/4" perforated flange 15 3 uY'F a Mid Wall Control Joints - Designed to relieve stress and S34ist in controlling cracks in axtedorwall finish. intersections of Ts available. — U5 Patent Number 7757,450 Caulk all intersections, but joints, ends and corners at tlnla of installation. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3295 (SQ.FT.) x 144 = 474,480 SO IN. / 150 = 3,163 SQ. IN, REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT, (211 LF) VENT = 3,165 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 90# FELT SELF—ADHESIVE UNDERLAYMENT OVER 30# FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE—ENG. WOOD ROOF TRUSSES 024" 0/C TYPICAL W/APPROVED GALV TRUSS ANCHORS EA. END I$ SEE PLAN/ ELEV. GALV. I DRIP ON 1X2 P.T. 2xB PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC BLOCK DO NOT EXCEED 5/8" THICK R 4.1 FI—FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB 12 6 SMOOTH T STUCC I CEMENTITIOua rimy rl, I Tr. FOR WALLS INSULA77ON PER ENERGY CALC. 6'-6" RAT RUNS PER „q TRUSS MANE. 5 8" DRYWALL OR 1/2" "TOUGHROCK' (OR EQUAL) APPLIED TO ,.a NDERSDE OF TRUSSES FIRE STOP CONT. 8'1 MASONRY BOND BEAM W/ 115 CONT TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 119" DRYWALL 1X2 P.T. FURRING 0 24" O/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONC. FOOTING SEE FOUNDA71ON PLAN FOR NOTES & DETAILS T= SIUGGU BASt, IYP. }33.9 PSF F ABV. V ]IUUI:U tlASt, IYP. -36.8 PSF BLW �g ±33.4 PSF +30.9 PSF FRONT ELEVATION - MEDITERRANEAN —33.8 PSF BLW. E 12 +33.5 PSF +33.5 PSF +31.9 PSF —36.3 PSFO —36.3 PSF O —34.8 PSFO < ® v ^w. +33.5 PSF -36.3 PSFO m - - — - _ .PSF -36- - - — -36.33 PSF O 0 O ±41.7 PSf ±34.8 PSFO ±34.8 PSFO ±34.8 PSFO ±3183 PSF0 -41:' PsF0 REAR ELEVATION - MEDITERRANEAN (AROUND CORNER) (AROUND CORNER) 0+33.5 PSF —36.3 PSF PROVIDE CEMENTITOUS FINISH PRIOR TO y +32.4 PSF U +32.4 PSF METER INSTALL —35.3 PSF O —35.3 PSF Kpr RIGHT SIDE ELEVATION - MEDITERRANEAN 14'—B" T.O.G.T. ll'-6" T.O.B.B. ll'-4" T.O.B.B. 0'-0" FIN. FL. SLABll 14'-8" T.O.G.T. T.0.8.B. 11'-4" T.0.8.B. 9'-4" T.O.B.B. 0'-0" FIN. FLOOR SLAB 14'-8" T.O.G.T. ll'-6" T.O.B.B. 9'-4" T.O.B.B. 0'-0" FIN. FL. SLA PROJECT LOG ISSUED FOR START 12-11-18 ISSUED FOR PERMIT 01-09-19 to W o a W N w W a � z Z ^ z J J � a O! N N � Z c L a Q 0 rn 0 ,=r � c N c = � L O IQ C O- _CL 2 d C � •_ � .Oy O �ZI �y J W I/ Ery W Q O ?� W O p � I W J 1/4" = 1'-0" U.N.O. ELEVATIONS A3 /MW-05 PROJECT LOG ISSUED FOR START 1 12-11-18 ISSUED FOR PERMIT 01.09-19 TYPICAL INSTALLATION WINDOW ASSEMBLY MARBLE SILL ' 1 4 MORTAR OR Win GROUT a , DRYWALL ': "'P 4. 3/4" FURRING TO •-* _- • MASONRY WALL . AS REQUIRED MANUFACTURER = 6'-0° CEMEN11TOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) *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. SPECS T SILL IN FULL DRTAR BED AND HEAD JOINT STUCCO OR DECORATIVE CEMENTITIOUS COATING C.M.U. PRECAST SILL DETAIL CON;rRETE WATER PROOFING APPLICATI❑N a = 6'-0" 12 �6 14'-B" T.O.G.T. FIXED GLASS 6'-0. 00000® 0 036PSF PSF -.Bb 0000000 0 0 0 0 0 0 0'-0' FIN. FL. SLAB O+28.1 PSF PSF LEFT SIDE ELEVATION - MEDITERRANEAN 12 CEMENTITOUS FINISH ATTACHED TO METAL LATH 6 ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN F. (MAX. 8' O.C) PRE ENGINEERED WD. TRUSSES C� 24" O/C TYPICAL —� 14'-8° T.O.G.T. 2WM FE z CO . ENTRY 12'-0" T.O.B.B. 1l'-4' T.O.B.B. 10'-8° T.O.B.S. 9'-4" T.O.B.B. F FOPENING 0000000 ONDR m 7A Fri ®®®®®®00 T. io LOW WALL ®® ME] 17 GREAT ROOM M '' FOYER 0' 0" FIN. FLOOR SLAB +33.5 PSF -36.3 PSF ° GARAGE BEYOND BUILDING SECTION A -A IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T, HEADER, 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. 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 COMBINAPON OF 2x & Ix PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. CONC. COLUMN 1x2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONC. OR MASONRY WEATHER STRIPPING BY DOOR MANE. 1-1/2° CASE HARDENED COIL PERIMETER SEALANT UCK RIPPED GARAGE DOOR NAILS AT 12' 0/C. MAX. CONC. OR MASONRY TO THBOF DOOR JAM GALY SR. VERT. (RACK C. OR MASONRY 1x6 P.T. BUCK SET IN SEALANT AND NAILED i:FMAX. SET IN SEALANT FASTEN All 114" DIA. x 3-1/4' BY MANF. FASTENED TO a o Qo. W/1-1/2' CASE HARDENE TAPCONS 3' FROM E.E. TRACK BRACKETS W/ 1/4"-20xi/2" CARRIAGE 0,COIL NAILS AT 12. O/C. / Oo 0 0 ' o AND 12" 0/C MAX. BOLTS & LOCK NUTS DRYWALL BOARD Tj-�T o DOOR TRIM GALL SR. TRACK CAULKING BRACKETS FASTENED ALUMINUM FRAME, FASTEN DRYWALL BOARD DOOR FRAME TO WOOD JAMB W/ TO STRUCTURE THRU BUCK CAULKING FASTEN TO BUCK W/ 3/16"0-1/4' LAG SCREWS W/ 3116' TAPCON SCREWS (2) 16 GALV. x 2" 1x8 P.T. ATTACHED TO 0 12 0/C. MIN. 1-1/4' EMB D DOOR FRAME SCREWS 0 2'-0' 0/C OD DF COLUMN W/ 5/8'° WEDGE ERIMETER SEALANT FASTEN TO BUCK W/ (2) 3/i6'x2-1/2" TAPCON DOOR TRIM �ATAA'�HSAIEVHSHALI ANCHORS 0 2-0 0/C VERT. ��7E ONS (6' MAX. FROM ENDS) AND STUCCO FINISH " SCREMIS Q 2'-0 0/C PERIMETER SEALANT INS?RRU 71C 2 FROM INSIDE EDGE OF 2X8 HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK DOOR THRESHOLD SET W/ 3f16' TAPGON SCREWS ALUMINUM FRAME OOR FRAME FASTEN IN BED OF CAULK & ® 12 0/C. MIN. 1-1/4" EMB D SECURE FRAME TO SILL TO BUCK W/(2) 3/16"x FASTENED TO SILL W/ WITH SILICONE 2-1/2' TAPCON #8 x 1 1/2" SCREWS PERIMETER SEALANT CAULKING SCREWS ®2'-D" 0/C 0 18" O/C PERIMETER SEALANT STUCCO FINISH �CONC. OR MASONRY FLOOR COVERING FLOOR COVERING lx2 MIN. P.T. BUCK SET IN 9 0 o . Qo .0 a SEALANT AND NAILED •o :Oa �.� 0 0 W/1-1/2' CASE HARDENED COIL NAILS AT 12' 0/C. MAX. j L PRECAST OR POURED p .98 ' pOo °o• 6 0° o SILL W/ 15 BAR NC. FLOOR SLAB DRYWALL BOARD CAULKING PERIMETER SEALANT GROUT BED S� PERIMETER Sc LANT STUCCO FI H (WINDOW) JAMB DETAIL WINDOW SILL DETAIL WINDOW (WINDOW) SILL DETAIL (S.G.D.� SILL DET IL (DO / WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WNDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 W a �8 W _ u J ti u a. J 2 W = L_j i w yyy LL W r `Y ° Z € Oa �o �S� v n a 2 c O ._ O_ O V L `° E `n O fn S 3 -'9" .Ca'y -01 c u c c $ CL c C O c a w E E O fO ,g c •� s v`o a G_�i Ln E cn me 'n pS E O v = ~O c N C7 Z � Co. f� 0 v c)c C 0 L O' r c� Q L0 CN 04 0 �ZI y J LL iQLJ�I � w � A 0 Q O W CD U f' W J i Ln 1/4" = 1'-0" U.N.O, SECTIONS ELEVATIONS A.4 / ��MW-05 PROJECT LOG ISSUED FOR START 12-11.18 ISSUED FOR PERMIT 01.09-19 ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS \ SEE PLAN 4'-0" M CONT. MASONRY BOND BEAM CONT, POUR STOP 8" CMU WALL 1 A5 CONNECTION DETAIL ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER, MFR. SPECIFICATIONS Eg NOTE: IF TWO STRAPS ARE USED PLACE ONE STRAP EACH SIDE. CONT. MASONRY BOND BEAM 2 A5 8" CMU WALL CONNECTION DETAIL USP KXQ44 OR / I SIMPSON CCQ44sdsZ5 FASTEN PER MAN'F. SPECS 56801 MAX. 4i WOOD POST SEE FRAMING PLAN (6) 1142-i12" LG. SDS SCREWS TO POST SIMPSON HOU5 HOLD DOWN 5645/ MAX. (i) 5/8" DIA. WEDGE ANCHOR 4- MIN. EMBED. A5 CONNECTION DETAIL NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24' 0/C W/ 19/32" EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-i6d NAILS PRE-ENG. WOOD TRUSSES SEE I WALL SECTIONS \ ACTUAL HEEL AND OVERHANG CON0171ONS 20 CROSS BLOCK 0 240 O/C TYP. TOE NAIL EA. END WA i6d NAILS TYPICAL TRUSS DE BEAM OR BOND BEAM CONT. 20 RIBBON W/ 3-16d NAILS EA. STUD A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 //TRUSS UPLIFT NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES (1) 5/8" ANCHOR INTO BEAM W/ 5' MIN. EMBED. SET IN EPDXY PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 011C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM MAX. UPLIFT = 3965# A5 CONNECTION DETAIL CONT 2x4 VERT. 0 2'-0. 0/C NAIL TO TRUSS W/ (3) 16d NAILS 19/32 EXT. PLYKD, SHEATHING NAIL PER DIAPHARCM SCHEDULE CONT 2x4 HORIZ. NAIL TO VERT. VIEW Kf/ (3) 16d NAILS. 1X4 BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) 10d x i-112' COIL NAILS SECTION VIEW 4 A5 CONNECTION DETAIL i14" THICK PLATE HANGER N 3/i6" � PER TRUSS MFR. l• am i�iw- a 7HR112* DIA, UGH BOLTS J (4) 1/2- DIA. KEDGE ANCHORS W/ 4' MIN. EMBED. A5 CONNECTION DETAIL "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 BF24/1B1T 2 5'-4- 10000 257 5698 106 BF44/1B1T 3 4'-0' 8859 250 5572 100 8F16/1B1T 4 5'-4" 5809 250 3057 100 8Fi6/iBiT 5 5'-4" 5809 250 3057 100 8F16/191T 6 3'-6" 10000 1057 7428 371 8F16/iB1T 7 4' -0' 10000 0 7184 0 8F38 iBiT 8 5'-4" 1773 0 1135 0 8F8/iBOT 9 5'-4" 5809 946 3057 380 8F16/iBiT 10 4'-0- 2866 0 1753 0 BFB/180T 11 4'-0' 8859 1222 5572 365 8F161B1T 12 4'-0' 10000 920 7184 331 8173871131T 13 13'-4" 504 0 555 0 BF8/180T 14 13'-4" 2047 1611 866 621 BF24/iB1T 15 4'-0" 10000 257 7184 104 8RF38/iBiT 16 10'-6' 1664 250 830 100 8F16/i81T 17 3'-6� 10000 408 7428 133 BF16/1B1T 18 7'-6' 2882 771 1548 308 8F16/1B1T 19 5'-4' 10000 400 6183 177 8F44/iBiT 20 5'-10' 1002 0 722 0 BRF6/1BOT 21 5'-10' 10000 462 5480 220 BF32/iB1T 22 3'-0- 100DO 376 9578 250 8F64/iBiT 23 5'-10' 1002 0 722 0 BRFB/iBOT 24 5'-70' 1DDD0 462 5480 220 8F32/iB1T V PLAN BOX -OUT DETAIL A5 SCA!=: 1 4 = i-0 1/2- DRYWALL OVER TYPICAL FURRING EXTRA LAYER OF 1/2' DRYWALL SURROMOING FRAME ARCH TYPICAL FUR W -� APPLIED TO SHEATHING 19/32 PLYWOOD ARCH PRE-ENG WD. TRUSSES 0 24- 0/C (SEE CONNEC17ON SCHEDULE) 19/32" EXT. GRADE PLYWD. 0 6' 0/C AT PANEL EDGES d: 1: FOR THE REMAINING FIELD W/ 10d 2x8 VERTICAL. NAILED TO ROOF TRUSS W/ (3)iOd NAILS, NOTCHED AND TOENAILED W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)1/2"x6" PCS EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH, SWOT TO WALL W/ 3- PiNS 0 12. 0/C (1 i14' EMBED) SECTION IIIII II 4CONNECTION DETAIL SECTION R N CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/4'0' LG. TAPCONS 0 12' 0/C MAX. AND TO BLOCK OR CONC. W/ HIL71 DNI-62-PB 0 8" 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24' SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) i6d NAILS. -WANNEDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWDD, EACH END W/(3) 10d x 1-1/2" COIL NAILS VIEW 8F1 LNOMINAL HEIGHT 0UAN11TY OF 15 NOMINAL WIDTH REBAR AT TOP ni TIP. 0 WALLS FFT 8U8 8F16-OB/lT mm mm mm oim mm mm m� m� 00 v :. e• 'vo of 'a• � ,� t aT 7-5 W ACTUAL 'IB' NOMINAL HEIGH 8F16-1B/lT BF24-013/1T PROVIDED IN LINTEL (VARIES) BF24-19/lT 8F30-lB/lT w d a w w z w Z 3 --i 3 2 S Z a s 0 L O a � o > m Q C a G S N. c w a (a c +L_ � c cc c 3 w = V � 0 c = a a' N � ,Q As � _0� c � a �J o $��Eo o 2 CU a v c �L 9! o E (n Q' C CO _ ui cu E d 78 t = Ln u v Z cu C5 u s a O �zI J dl A o 0 h LL o O U ' OJ LL J 1/4" = 1'-01, �} L STRUCTURAL PLAN A-5 mw=05 ELECTRICAL SYMBOLS DUPLEX RECEPTACLE $ SWITCH Q TELEVISION JACK so COKE DETECTS g F.P.&L. METER &DISC. AT 12" A.F.F. T SINGLE POLE PRE WIRED Q� RECEPTACLE �� THREE AT0V. 12' A.FFRTACLE ® MONOXIDE DETECARBCTOR ® PANEL IIB ADUPLEX T BASE WAY 9DUPLEX RECEPTACLE �4 SWITCH (� HVAC Eli SWITCH DISCONNECT EXHAUST FAN AT 8" ABV. COUNTER FOUR WAY T THERMOSTAT ' DUPLEX RECEPTACLE �R SWITCH Q INTERCOM PADDLE FAN W/ OR W0/ LIGHT F� EXHAUST FAN W/ LIGHT FLUSH IN FLOOR RHEOSTAT AT 60' A.F.F. ?DUPLEX GFI RECEPTACLE GROUND FAULT 1) SWITCH DIMMER ® TELEPHONE OUTLET AT 12" A.F.F. Z FLUORESCENT LIGHT FIXTURE R LV DOOR RELEASE SWITCH TELEPHONE OUTLET INCANDESCENT LIGHT (y� '�' VOLUME DUPLEX RECEPTACLE �K KEYED FLUSH IN FLOOR FIXTURE CLG MNTED. CONTROL II TOP REC. SWITCHED RECEPTACLE ® SECURITY SPEAKER INCANDESCENT 7 LEX TDUPLEX wP I ® IN CLG. MNIELICHT FIXTURE WALL. MNiED. RECEPTACLE RECEPTQUADRUACLE WATERPROOF KEYPAD 9uc DUPLEX RECEPTACLE 0 JUNCTION SECURITY ® A HI MOUNTED ® LOW VOLTAGE TRANSFORMER UNDER COUNTER BOX LIGHTS Q INTERCOM DOOR ® RECESSED ® HI HAT VAPOR PROOF Fg FAN BOX IN CLG. STA7101Y CHIME EYEBALL 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 Flnol 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. ELEC. PANEL "A" 200 AMP CIRC. DESCRIPTION VA. 100% 2 AHU HEAT STRIP 0 9.6 2 A/C COMPRESSOR 0 0 1 ELECTRIC COOKTOP WEIRKR 10.0 0 1 WALL OVEN 10.0 0 2 DRYER 5.0 0 2 WATER HEATER 4.5 0 1 WASHER 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 1.2 1 0 3 SMALL APPLIANCE 1 20 12 1 4.5 1 0 1 BATH OR 1 20 12 1 1.5 1 0 12 GEN. LIGHTING 1 15 14 1 6.3 1 0 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 14.88 A/C LOAD AT 65% = 6.24 TOTAL = 31.12 31.12 x 1000/240 = 129.6 AMPS CALCULATION NOTES; A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2389 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7167 / 12 (GEN.LTG.CIR.) = 597 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALLS. ONLY. (i) SETS OF (3) 14/0 AWG. THWN IN 2 CONDUIT 200 AMP SERVICE p METER DISC. CO "A' PANEL 200 A 5/8' COX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'—O" LONG MIN. ELECTRICAL RISER DIAGRAM *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE: ALL EDGE OF SNATCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0-SC9120B KIDDE SMOKE-21007581 C/O 21006377-N NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86' A.F.F. IF APPLICABLE PROJECT LOG ISSUED FOR START 12.11.18 ISSUED FOR PERMIT O1-09.19 W o W N J ^ .— u :D LL u W Z Z C y U F rn w S Z Oa = rn o +� c c j n U CM _ 6c O p -0 -0*' c c m cu E `2 co M c. V = 7U' E C a) +� E p N E — s F— y E O cn an c c o' _ w CU Z 5 v n��C7 W z/''� LIS V E y i,i f!1 1:0 r E Cie a .0 U U LU o Q V N V CV 0 P" t Q O Z J LL o � <C w a o L4 Ln O CD pQ ZD OW 2: cJ 1/4" = V-0" U.N.O. ELECTRICAL PLAN E-1 MW - 05 PROJECT LOG III emir 1»m« I I ISSUED FOR PERMIT m— m g � ® k L ) a w W k a )/� \2` \�\ �\ g \ 2 k }t! ` � 2 O: c cm \ 2 \=SEE s0=a2/ _Ln$:52 /k/ 0Ln % ¥ f 6 2 $§ �fa 0 §®Ln CL o o m c a a E& o 2 3 \\ § •� _ * o gee E 22ttf00 m o .. cu E 15 \ f \ 'n » / z 0. E 0 \ \\ C % 0n / .��® .. . c / $ -c u� — §$ � r C) \� u .,� 0� r u") ./$ r . \ ■ �. � � U . U R Ln R U o O - w U-) �#Z =V z%& MECHANICAL PLAN M-1 W=05 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG \�N! �I'gL /�/ CENS < J PE ?605 = 512 N 9'-4r, 6" 4" 12'-0" 14'-0" I I=1 11=1 I I-1 I I-1 I I 14' — 8" KNEE WALL BY BUILDER TOP AT 14'-8" B01 Al 9-4' TRUSS TRUSS BEARING HEIGHT SCHEDULE N OTE TYPICAL TRUSS END DETAIL Trusses shown on this layout are a component part of the buildir and show truss location. Proper erection, temporary and permanent bracing design are the responsib6lty of the building designer or his engineer . Lateral bracing shown on the individu truss drawings must be placed during the erection procedur JOB NO.: /" '2- LOT:05 B ADDRESS: Saint Lucie Cou HANGERS TO BE USED (Simpson) or (Usp) (Z) HUS26 (Z) HUS26 © HGUS26-2 © THDH26-2 (D HGUS28-2 (B THDH28-2 QH HHUS46 THD46 © LUS24 © JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "SCSI-61 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER PLATE MANUFACTURER, NOR TRUSS FABRICATOR PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED To PREVENT TOPPLING AND DOMINCING WRING ERECTION: AND PERMANENT BRACING WHICH MAY BE RECURRED IN SPEanc APRIICARoNS. SEE 'BCs—BI Summary great COMMENTARY and RECOMMENDATIONS for HANDLING. INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPU). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSRON WHERE NO SHEA14NG IS APPUED DIRECTLY To THE Top CHORDS: THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE WRING ERECTION To PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO 4 HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope)/ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity :3.fa MPH Imp. Factor : 1.00 Wnd Load Duration Factor : 1.60 Mean Roof Height : 16_ Brim M BeaNy Struct Fng 176051 2590 K Kings 1fxlhwoy Fat Piwm R. 34951 (772) 464-4160 ENTRY CLG. REVISED TO 14'-8" t 140 1 4DME S Avalon Mediterranean 1 /4"=1'-0" 1 12/19/181r;11-16- 1 Avalon—