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HomeMy WebLinkAboutBUILDING SITE PLANST. LUCIE COUNTY BUILDING/ VI 'ON REVIEWED FOR COMPLIANC REVIEWED. BY FILE DATE z 6 PLANS AND PERMIT M 8E KEPT ON OB SITE OR NO INSPECTI (S) WILL BE MADE GENERAL NOTES MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 61H EDITION. R LINTELS AS NECESSARY. (f m = 150D PSI) 1. PROVIDE P.T. FIRESTOP HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 6'-O" 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 12 VENT. MAX. AND ALL OTHER LOCATIONS PER F,B.C. SECTION 718 AN C SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED, �p yIr u,1 O 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTFO, GROUP R3 OCCUPANCY PER THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. FLORIDA BUILDING CODE, 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A GOON SHALL BE TEMPERED. 2, ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. U 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 WITHIN 38' OF TUBS AND SHOWERS WITH SILLS FRAMING SCHEME DIRECTION OF TRUSSES MAJOR C,T. BEARING POINTS ETC. CAN 2, THIS( ) yw r 3, CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE GRAVEL CONCRETE. LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS E E BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVOS AND FEEDER CONDUCTORS SHALL BE COUNTY AND ALL APPUCABLE AMENDMENTS. 4. REINFORCING: DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. ¢z LL ACCORDINGLY. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 2V WIDE, AND MIN, NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS u 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR tat FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. t SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHARIER 13 ENERGY 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 3 EFFICIENCY SECTION. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4, TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. 8, REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN HMHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL, PER F.B.C. 2017 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 REVEW 7• PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. S. PROVIDE A MINIMUM OF 4 CLEAR ALL AROUND AIR HANDLER UNITS, PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A C EQUIP. AND AT / 0 ABBREVIATIONS 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. ABV ABOVE 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. U AFF ABOVE FINISHED FLOOR F,B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST, STIRRUPS COLUMN SCHEDULE, S. PROVIDE OR BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS a AHU AIR HANDLER UNIT 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. Q B.F. BI FOLD FR FRENCH DOOR MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REWIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ASV, ADJOINING GRADE COORDINATE LOCATONS WITH BUILDER PRIOR TO FABRICATON AND INDICATE DN TRUSS 0 B.P. BI PASS FIN. FINISHED MFR. MANUFACTURER TEMP, TEMPERED TO THE TIE BEAM. PRECAST LINTELS MALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS, 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS BLK. BLOCK OLIN. BELOW FL GIT. FLOOR GIRDER TRUSS MICRO. MIN. MICROWAVE MINIMUM T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. _ BRG. BEARING GA. GAUGE M.O. MASONRY OPENING T.O. THROUGH OUT T,O,B,B, TOP OF MASONRY BOND BEAM HORIZONTAL AL B. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE, i PROVIDE - D 1. P DE PRE WIRE TELEPHONE OUTLETS AS SHOWN ON PLAN, r1 BTM. BOTTOM CLG. CEILING GALV. GFl GALVANIZED GROUND FAULT INTERRUPT MCNO. MIL MONOLITHIC METAL T.O.PL. TOP OF WOOD PLATE T.O,T,B, TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. L 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- MRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. IL CMU CONCRETE MASONRY UNITS COL. COLUMN OL an GLASS GYPSUM WALLBOARD O.H.D. 0/C OVER HEAD DOOR ON CENTER TYP, TYPICAL U.N.O. UNLESS NOTED OTHERWISE 5. GENERAL- NOTED MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 8 DUPLEX RECEPTACLES. a: GONG. CONCRETE CSMT. CASEMENT GYP. BO. HOT. GYPSUM WALLBOARD HEIGHT P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 53D-05/ A.S.C.E. 2. ALL BOND BEAMS (MARK BB') REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14, IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER W xx OBL DOUBLE HIPS. HOOPS P.S.F. P.S.I. POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(0). DIA, DIAMETER HR HOUR P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. DISP. DISPOSAL HS HORIZONTAL SLIDING PART'N. PARTITION WC WATER CLOSET WORK, 9, CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. DP DESIGN PRESSURE DR. DOOR HVHZ INS. HIGH VELOCITY HURRICANE ZONE INSULATION PKT. PLYWD, POCKET PLYWOOD WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E 7-10/LM.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. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS DW DISH WASHER INT. INTERIOR R.O. ROUGH OPENING FOR MASONRY STRUCTURES. " 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0 MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE E.E. EACH END ELEC, ELECTRICAL LO. LIN, LONG LINEN S.C. S.G.D. SOLID CORE SLIDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM VWRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. ELEV, ELEVATION LT, LIGHT SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. E.S. EACH SIDE LT, L LAUNDRY TUB SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE 2 OR 3 2X12'S UNLESS OTHERWISE O ( ) 7, CLEANDUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-O" HIGH CLEANOUTS SHALL BE SEALED AFTER MEANING AND INSPECTION AND 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL NOTED. (FOR W000 FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12: REQUIRED FOR ALL ...-VOLT, N ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED, #FILL ALL MANUF, HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHD 16080 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.- +28.5 PSF +39.2 PSF -43J PSF - 1V I 0 ENO -34.B PSF B FL 17498,1 (2) SH 25 MI WINDOWS & DRS SOLIMPACT 3/t6' TAPCONS w/ 1-1/+' MIN EMBED D.P.- +29.9 PSF - +55.0 PSF 55.0 PSF FL 15349.5 6220 ARCHED FG 010' O/C MAX. SPACING & 2" FROM EDGE -32.7 PSF C FL 17499.1 SH 15 MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED O.P.= +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5 1814 ARCHED FG a 10- O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF D FL-7630.2 3080 DR W/ THERMA TRU N/A Ile TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.- +29.9 PSF +50.0 PSF -50.0 PSF SIOEUTE ' 6" & 14° 0/0 MAX, SPACING, -32.7 PSF E FL 15349.5 4622 ARCHED FG MI WINDOWS & DRS SOL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.- +33.5 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & T FROM EDGE -36.3 PSF F FL 17499.1 SH 35 MI WINDOWS & DRS SOLIMPACT 3/18' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10 0/C MAX. SPACING & 2 FROM VICE -35.3 PSF G FL 15349.5 51020 TRANSOM MI WINDOWS &DRS SOLIMPACT - J/18" W/ 1 1/4" MIN EMBED - D.P. +33.5 PSF +55.0 PSF -55.0 PSF AL SPACING EQUAL SPACING & 3' FROM EDGE -44.8 PSF H FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/18' TAPCONS W/ 1-1/4' MIN EMBED D.P.- +33.5 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF I FL 17499.1 (2) SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPOONS 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 -36.3 PSF J FL-7630,1 2880 SOL UTE DR THERMA TRU N/A 1/4 TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.- +31.9 PSF +50.0 PSF -50.0 PSF 6" & 14° O/C MAX. SPACING. -41.7 PSF K FL 22401.3 12000 SGD MI WINDOWS & DRS SOLIMPACT 3/18" TAPCONS W/ 1-1/4" MIN EMBED D.P.- +28.5 PSF +55.0 PSF -55.0 PSF 012" O/C MAX. SPACING -31.3 PSF L FL 15349.5 12014 TRANSOM 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 EQUAL SPACING & 3" FROM EDGE -34.8 PSF M 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 -5&0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE K6 Q -� PSF N FL 15349.5 4514 TRANSOM MI WINDOWS & DRS SOL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & Y FROM EDGE _D.P.=qj",D � PSF 0 FL 17499.1 SH 36 MI WINDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P,= +31.9 PSF +5&0 PSF -55.0 PSF 0 10" O/C MAX, SPACING & 2" FROM EDGE -34.8 PSF P FL 15349.5 4516 TRANSOM MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P: +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF Q FL 17499.1 SH H33 MI WINDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +5&0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF R FL 17499.1 SH 35 MI WINDOWS & DRS SOL IMPACT 3/18' 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 -34.8 PSF S FL 17499.1 SH 35 MI WINDOWS & DRS SOL IMPACT 3/18" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0IW O/C MAX, SPACING & 2" FROM EDGE -34.8 PSF T FL 17499.1 SH 23 MI WINDOWS & DRS SOL IMPACT 3/18" TAPCONS W/ 1-1/4' MIN EMBED D.P.- +33.5 PSF +MO PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF D FL-7630,1 288E DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6" & 14° O/C MAX, SPACING. -34.8 PSF V FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/18" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +5&0 PSF -55.0 PSF 0 10- O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF W FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/18" 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 -34.8 PSF CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 310-11 AND ACI 301-05. ALL SI GLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. BEFORE GROUTING. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE N0. 2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES, 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2, MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3' 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 0 24' D.C. PLUMBING NOTES. ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 3. REINFORCING STEEL: GRADE 80 (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 WWTH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSHED BY THE SUBSTRATE AT 4" O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE VWTH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER it. OTHERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION 5, ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT 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 r MINIMUM OF 95X MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX,) AND ADD 2-55 BARS BOTTOM IF DROP EXCEEDS B". MTL, FRAMING: SELF TAPING SCREWS S12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC, 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE, OF TRANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS AS VERTICAL BARS REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COL NAIL PROGRAM. TYPE TO BE CNF 112C MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL. 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 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL WIRED TOGETHER, PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN, WIND LOADS PER F.B.C. 2017 BTH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 26 OF THE FLORIDA BUILDING CODE. 9, PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ADI'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 11301.20), 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISO "SPECIFICATION FOR THE DESIC!+, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN 1' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, HLATES A-3 LESS THAN Y" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS, PROPOSED SINGLE FAMILY RESIDENCE BY: 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 NO. 26 GAGE (GAS MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E7OX1. 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 `ES "0' LOAD SCHEDULE LESS THAN (12.7 MM) GYPSUM BOARD APPUED TO THE GARAGE SIDE. 0 LOCATION IM QM P-ABTM TQTAL GROUND FLOOR 40 50 10 100 DRAWING INDEX SECOND FLOOR 40 15 10 65 C-1 COVER SHEET ROOF 30 18 0 48 A-1 FOUNDATION PLAN ATTIC 20 10 0 30 A-2 FLOOR PLAN A-3 ELEVATIONS ULTIMATE WIND SPEED = 160 m.P.h. A-4 SECTIONS AVALON BUILDING RISK CATEGORY = II A-5 STRUCTURAL PLAN BUILDING DESIGN AS ENCLOSED A-6 TRUSS PLAN EXPOSURE - C E-1 ELECTRICAL PLAN ROOF DEAD LOAD FOR WIND M-1 MECHANICAL PLAN LOT 266 DESIGN TAKEN AT 10 p.s,f, NDIEt-THIS STRUCTURE IS DESIGNED IN ACCORDANCE SYMBOLS LEGEND MEAMWOOD WITH CHAPTER 18 THE BUILDING CODE I AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR 1 DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS, WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY DETAIL INTERIOR THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE # 4 Owc. 2 PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 15353,3 MAX. 104-1/4" HORIZ. MI WINDOWS & DOORS 1/4" TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CLIP TOP & BIM. 37.7 PSF 54,0 PSF -54.0 PSF FL 15353.4 X. 83" VER ROOFING NOA NO. 17-0822.13 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-,22 POLYGI.ASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SIBS UNOERLAYMENT INC. PLIES NAILS AND TIN CAPS 12" GRID, 8" O.C. AT A MIN. 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4" 0/C) W/ 1-3/4" EMBED, N/A N/A PER NAIL. COPYRIGHT 2018 FACTORS TO OBTAIN TEST PRESSURES. SCALE ELEVATION 3 TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS GWG. SCALE COLUMN LABEL F# FOOTING LABEL ON F I® ® ® ® SECTION O \ \ Owa SCALE Co m m \ \ POT SHELF HEIGHT AS NOTED L: SECTION ('!//!1!/1!.//11!/lU/ DROPPED SOFFIT IFI IF+�iI ACI nmil 0wc. SCALE ruiluir�rilu�fu'rti�� HEIGHT AS NOTED 25�„/ 1y11IyllI(IIIYllllll Z - Z LOL PLLANEOROELEV. SEE % % IBLTT�NI UU�""CCyUU SH 15 SH 25 SH 35 SH H35 2x P.T.INTERIOR ELEV. . WOOD BUCK SCALE MASONRY CONSTRUCTION SHOWN TYP. TYPICAL M.G. 20 1/8' M.O. 38" M.O. 54 1/8" M.O. 27 1/2" M.G. 35 1/4' W M.O. 37 1/4'" IN M.O. 41 1/4' W M.O. 55 1/2" W M.O. 78 1/2s W X 98 1/2' H X 98 1/2 H X 98 1/2' H X 98 1/2" H X 98 3/4 H �r GROUT FILLED CELL SEE 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD © BEAM LABEL ® FOUNDATION PLAN P.T. WOOD BUCK P.T. WOOD BUCK EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB ■ ■ ® E ® ® m E # REVISION NON -BEARING FRAME 38" 70" 38" 1 CONSTRUCTION l WINi EDGE OF SLAB N BEARING FRAME SH 35 "� NORTH ARROW ® CONSTRUCTION II 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR CO �/� BREAK LINE BEAM HEIGHT CHANGE M / (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) ELEV o s IV v TYP. BAY WINDOW DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2X6, HE BOARD OR 1x6, Sr ALE: 1/ttttttNlN6-0 GRAPHIC SCALE 0'-0' F� IN, FL, SLAB FLOOR ELEVATION 1 , CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE, SCALE: t/e' - Y-o" ¢� \, 1 ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. 731 LA 190.0 r PROJECT LOG ISSUED FOR START 12.17-18 ISSUED FOR PERMIT 01.23-19 g oa °d N¢w C Z 0 � � w a O Z Z_ J_ •¢rz w � ►- W O CC w y J N =zd 9g� Lh g oW a- +t ca W r W K U_ z 3 m �Cc J o'NfO' �J ara 7o CC S U a C, f] o �a W x F c �'- - a.C7> O C EA c v Cn cr' = fr C Q r6 �. � a - s. g= LU U'� Q O c a"'i f`o as O Ln O c v alrn�L"" no @ C O C w O O c d. V w E E L O E 2 C) o aU E V) n v = e = O O N E d OE3 'n U f�v •V) Z Q c 'u fy aJ V z Y 0 O W U- W !y � Z o 0 O 0 U 0 o W d N LuLu U c Q Q� 2: Ir- U0 m � LLLj u 1/4" = V-O" U.N.O. COVER SHEET SCANNED BY St. Lucie Coin'&& � W=26 8" MATCHING DOWELS FOR vil NUWBHOR DIAL MI5DDOKS µ.� d• ."• •,�I ill FIBERMESH OR MESH WELDED WIRE MESH TRANSVERSE REBAR 1-#5 CONT WHERE OCCURS 3" MIN. COVER 10 SEE FOOTING SCHED. 34 THICKENED EDGE #1 8"MATCHING DOWELS FOR N I COLUMNS 48 BAR SCHED, O1 EXT, CONT. MONOLITHIC d WOOD POST, FIBERMESH OR ' SEE FRAMING PLAN WELDED WIRE MESH FBERMESH PAD REBAR OR W.W.M. SEE F0077NG SCHED. F007ING REBAR EDGE BARS ALWAYS SEE F0071NG SCHED. REMAIN. SPACE SCHED, OMIT CENTER BAR WHEN OTHERS EQUALLY ONLY (1) REGO. 38 EXT. CONT. MONOLITHIC . n ,d,: EQ. Q. SEE SC EDULE IN , MONOLITHIC PA " CONC. - COLUMN MATCHING DOWELS 48 BAR DIA, MIN. GRADE W STD, HOOKS 44 • c� n AD REBAR EQ. EQ, SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE CHED. REMAIN SPACE OTHERS EQUALLY ISOLATED PAD CONC. POURED FILLED - CELL W/ STL, PER PLAN DOWELL & EPDXY (1) #5- REBAR INTO SLAB for FILLED CELL LOCATION W/ 4" MIN. EMBED. INTO SLAB MISSED COLUMN STL. DETAIL TYP. HOLLOW MASONRY BLOCK RUNNING BOND' PER PLAN CONC. SLAB & MONOLITHIC FOUNDATION PER PLAN FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIP7ION DETAIL NO. F-1 20" x 18" X CONT. W/2 #5 CONT. EXTERIOR MONOLITHIC I F-2 20" x 180 X CONT. W/2 #5 CONT. EXTERIOR MONOLITHIC 0 RECESS 38 F-3 2'-6" x 2'-6" x 12" W/3 #5 E.W. BTU. PAD 0INTERIOR WOOD POST 6 F-4 3"-0" x 3'-O" x 12" W/# YS 012' O.C. E.W. 87M. ISOLATED PAD 7 TE-1 10" x DROP x CONT. W/115 CONT. THICKENED MOE AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION GONG. BLK. W/ I FULLY GROU70 CELL W/I-15 VERT. 8x8 AT 6'-0" 0/C MAX. AND AT EVERY CORNER AND C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-0' MOE BxT6 CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-#5 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 8x12 C-3 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 1-#5 VERT, IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-15 VERT. 4"X4" C-5 WOOD POST PROVIDE BASE AND CAP AS NOTED ON DETAILS 48 BAR DIA. SPLICE m•' �' �•' f v' • } m 141 r,.4 PRECAST SEELINTEL WGS. LUMNS AND LINTEL SOLID W/ GROUT 8"x8" FILLED CELLS W/ 115 VERT. (TYR TYPICAL DETAIL Al LINTEL ON COLUMN 48 BAR DIA. SPLICE Z 0 SEE BEAM SCHEDULE FOR REINFORCEMENT 48 BAR DIA. S ICE m FILL COLUMNS SOLID 8"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL a1 BEAM HEIGHT CHANGE L 3'-91/2' 7'_6" 7'_3° SH 33 HEAD 8'-D" ps �• � o r— T V -- � — F1--- TE-1 SHOWER SS 5'-6" -2 -6 r i =6" 4'-7" 10 I FORM SHOWER PAN 1 1/2" LARGER ON ALL SIDES THAN ACTUAL 0 FINISHED DIMS. b I SHOWN HERE �o SUPPLY U,G, COND. !♦ FOR POWER TO ISLAND 5 _1 1/2„ CS F -1 I® F3 L—J ® I I o 28 -10 21 x I � I F1 io 7 0 0 i N b � N �ui CD - ci m ai ai cn d 0 0o Q �z14 1 i I I FG 1110 HGH FG ABV C2 C3 I C2 H HEAD 08'S0" C2 ow —_ C3 b ---- i 67� 1 I 1 �3/4' STEP F1 2880 > I I b SGL LTE h, f1 12080 SGD F1 W/ 12016 FG, ABV. (4 PANEL) ✓ b HEAD 0 10'-0" i` '80 4in o J II BRASS COVERED FLOOR RECPT 0'-0" FIN, FLOOR SLAB FA E: COLUMNS ARE C1 U.N.O. m F1 J I I 26'-2" ;F3� L— FORM SHOWER PAN 1 1/2" LARGER ON ALL - SIDES THAN ACTUAL - FINISHED DIMS. 3 2 SHOWN HERE 3080 DR W/ �0 -01 a F1 SIDEUTE & ARCHED _ FG TRANSOM ABV o ^ 6" SI- RE 0 C 6 'ram / 4 3'-3` 7RECESS1-1 GARAGE SIDE DEMISING WALL 4"F1 + F1 /2 SMALLER THAN ACTUAL I I FINISHED DIMS SHOWN HERE — C4 `Wc�� — I / L_J------- p� �® e a (2) SH 25 na C2 N' RCHED 286DR / (F2\ FG BOVE XT / I (F2>8' W X 5-)" D RECESS : C2 F41 b0 \ UNDER SLAB FOR PAVERS (FOOTING LINE CHASE DEPTH MEASURED FROM / BB" WO X F RECESS) W1 4'-6° SS BEHIND (SLOPED) ai m W. CONC. PAD 22'-0" SLOP � I F2 IL F2 alls sill ®e SH 25 IN SH 25 STEP OU HEAD 7'-0" HEAD 7'-0" FOOTER C2 -4" 0 COL 1'_d" COL. c 0 I 4'-7" F1 i -q EXTEND 5-1/2" DEEP RECESS 4" PAST EDGE OPENING, TYP. FINISH EDGE OF'DISCRETE AT RE ESS, TYP. 0" 4'_7„ SH 35 HEAD 0 7 -4" 15'-0" b b PROJECT LOG ISSUED FOR START 12.17-18 ISSUED FOR PERMIT 01.23-19 W fl� I Lu J ui J N W� a j Z W � LL w j # LL �a = o Q � a Z 0 a c o 15 LL Qa,aa� o @ U'�a cu * c 2 o cu -0 o IOUkD -2ra c o N rru (v E E o 12 a B E o a-U d E u aNi �F)lI b mQ�o~o a con � a c _ a 'a E Z a � u � � C� Ex: b M ® z EZ :5 '-a" 4'-5- bM + r oil EC F2 jowl os 1 � zv m ai cd ai 00 v ti f; RV, 4'-4" N H W u- C) Q [-•1 LL NO U Q J 1/4" = 1'-0" U.N.0. FOUNDATION PLAN A-1 MW- 26C 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. CALCULATIONS TOTAL U/A 2327 S.F. COVERED ENTRY 73 S. F. COVERED LANAI 182 S.F. GARAGE 686 S.F. TOTAL AREA 3268 S.F. TOTAL AIR VOLUME CUBIC FEET = 21641 ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. IMPACT WINDOWS. 4. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. 0 MARBLE TUBS 5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 6. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 7. R-30 BLOWN -IN INSULATION AT ALL A/C AREAS GARAGE CEILING (4) 20 METAL STUD FLOOR RO CEILING GARAGE FLOOR a J a w U) ELECT. PANEL / CHASE (2) 110 S.M.S. TOP & BOTTOM ® 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 ® 12" O/C CONC. FLOOR SLAB IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS 2 VENT #1) DRYER VENT LOCATION FRONT VIEW 0 I " AC 12" AC CONC. PAD DETAIL N.T.S. 3/4" THK TEMP TOP OF KNEEWALL W/ PT FRAMELESS GL 2X TOP PLATE & 1 2' W/ CLIPS PLYWD & 1/2" NO ASBESTOS FIBER CEMENT BACKER BOARD 1/2" WALL CAP KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWER/TUB SIDE KNEEWALL W/ DRYWALL & TILE FINISH FINISH THIS SIDE a 0 o 00 ROMAN SHWR M � PT 2X SILL PLATE m L L L L L o LLLLLL LLLLLL LLLLLLL TYP. KNEE WALL SECTION 1/2" = 1'-0" DELETE ALL SOAP DISHES THROUGHOUT PLAN (2) /10 S.M.S. TOP & BOTTOM &' EACH 37UD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA, END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2x4 STUDS ® 16" 0/C) (2x6 STUDS 24" 0/C) W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12" 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HIL77 PINS .145" DIA x 1" LG, 0 16' 0/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" FINISHED CEILING 2x WD BLOCKINI EACH SIDE OF 1 FOR MOUNTING 2x MTL. STUD', TYP. 11111113111111111111111111111011111111112 milli iiiiiiiiiiiiiiiiiiiiiillillililI I III III III III III III III IIIuI:E===%= 5 lam! an Is O IS N o WIC o o� n 2880- — — — — — — — — -� w BATH 3 = m scL uTE 2'-8' s'-4" -e" NOOK � COVERED N 11'-4" CLG. r 3 LANAI (ABV. 1 11'-4" CLG. 2880 �" (ABV MAIN SLAB) "� MASTER "T — x_I o H <®� @BLW. 1` SUITE v ® f PAVERS 9'-4"/10'-4" CLG. z a 7'-11" c BEDROOM 3 N � � 12080 S D (4 PANELS) � 9'-4" CLG, 4 -6" 10'-0" LW W 16" HIGH FG TRANSOM ABV (D o � SUPER KITCHEN PACKAGE a b 8" 12'-0' 4" 5'-6" 2'-8" 5'-6" 14'-8" " 3' o a II ------ GREAT ROOM L — — FLAT ARCH " 0j0 z �_ � 11'-4" CLG ¢ SPROIP ® 8'-0" 12'-0" FEE, of co a o ISLAND 1 a m � I I Oo KIT DW m U to M b BEDROOM 2 11'-4" CLG. N 80 2680 1 9'-4" CLG. » » 1 J 1'-4' 4» w r ry ,Q1 ?•/ n R� iV I i0 a _REF a HIS o HERS 1'-5" L V-5" v 2'- " V-4" 3'-8" 8" 5'-11° ti G��C�a J �a� G °? NICHE o ARE COR ER z 2680 b 6080 BP o NICH J p� F Al FOR�LL o LINEN W -' ------ F }o b ------ -------_--- FLAT ARCH 7v F" - 3' -2 2" 4» 2" ---- 5 SH N SPRING 0 W-0•I 4" 1 TOP ® 10'-6" ^ N �6R�p- U ,� FLAT ARCH - p a 1� LO ' �" — — — SPRING 08'-0" w - 6'-2" 4" TOP ®8'-8" 9, 8„ _6• o a BATH 2 ?,8y O Y L.T. U o" to� ' � •h is N O LINEN T N a e o 9 UTIL° < I I II ¢ W F ®� FOYER N » LI sH N a 0 _ z 96 » W 12'-4" CLG. N ~3 oqhr--�r- 2' 8" T-0" 4'_0" OPT D a N 2'-� 2'-6" 0 11-3" II LPT I DINING 3080 DR W/ a 3 4 MASTER o -4" CLG. of ; SIDELITE &ARCHED o I ~ LREQUIREMENTS VENTN FG TRANSOM ABVft BATH o a GARAGE SEPARATION wEaq�� 9'-4" CLG. c 12 PER 306.2 a OA V'-6" co 4» 4" 11'-0' 10'-8" x o o N OD BLW. PAVERS V NITY — — — OM SHWR EH ® 6"A FLT R p ,5 "COVERED SPRINN '-e" �� `N ENTRY a 8 Top,® N (2 S 25 a � p 11 8° 5 8" 8" IS U N W/ 1)2 FG ABV. Qo 14 8" CLG. (ABV;AIN SLAB) N \ 2868 °_1_ tCORE=— b a n DN STAfR W/SW. LT J 0 MIE —PULL ® O ® OL DOORD( )JAMB a0TE P -MAT 48" IDE x 68° EEP TUB DECK 4-6ATTACH P m m a m a3ro m m 22'-0 » ABV. GARAGE DOOR PER MANUF• SPECS ca cti ¢i m o0 ti � am cs o o ci m o9 m o 0 0 �, � a1 of 0 0 06, �-I "- A4 2 CAR GARAGE " I �I w A 2'-10" 1'-4" SMOOTH COAT STUCCO FINISH O o 6'-7" 4'-7' 2'-0" 6'-6" 2'-0' 2'-4" 8'-4" 4'-4" I Sd EXCEPT AT DRYWALL w o w iO I � I HOSE BIBB CHASE 22'-0° L - - - - ® c N z loll ® mii a uj 8 uj w a J WLj y LL LL Z � C z z J = a ° Z O L a in to-g 11-z IV-. _••— HILTI PINS .145" DIA x 1" LG. ® 16" 0/C W/ 1" WASHERS 1 1 INTERIOR PARTITION FINISHED FLOOR � �26 A-2 3/4" TYP. MEDICINE CABINET Im % �kAf -- - A OI OMRcOMIVt11R" WrIy111��IR� vinylcorp.com I 8000 NW 7ghh Place P 305.477.8404 Clarkwastern C11eVich @ulltlify Systems LLp I Miami, Florida 33166 F 306477-4108 i,V1 I Ln I UUU3 vue^Fge4G ZKi u1 V VI I rnu, IOu",'r"d uv w nay nuv've.---I", V-1-I• o . J'. d 3" wide vent (one piece) 6" overall width, perforated flanges 16 3" Soffit Vents -Continuous one-piece Soffit Vent with reinforcing db to key into stucco &amp; plaster. Vent Clips ere provided to connect Sgirh Vent and t0 09aiSt in alignment. Vent area: 15 squareinches per lineal It. Caulk all intersections, bud joints. ends and corners at time of installation. "Ind" � ►�A ./nra A vlvi}tOR W chl moo", 111"IMIRS *AN" WOTS-r . . ' :ti , r . vinylcorp.com 8000 NW 79th Place P 305.477. H4@4 Clarkwostern Itistrieh Building Systems I -LC 1 Mlaml, Florida 33'IfiH F 305.47".4108 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior all finish. Intersections of Ts available. 1578-50UL 7/8'x112" 3-1I2" solid range, i-3i4" perforated Flange Mid Wall Control Joints- Designed to relieve stress and assist in controlling cracks in extemmr wall finish. Intemactions of Ts available. US Patent Number 7,757,450 Caulk all Intersections, butt joints, ends and corners at tlnre ofinium lalion. ATTIC VENT CALCULATION; (SQ IN) ROOF AREA CALCULATED 0 3268 (SQ,FT.) x 144 = 470,592 SQ IN. / 150 = 3,138 SQ. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT. (257 LF) VENT = 3,855 SQ, IN. TOTAL NOTE; CONTRACTOR SHALL. FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE 71LE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE 12 & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 6 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END INSULA77ON PER ENERGY CALC, 15 SEE PLANI ELEV. RAT RUNS PER TRUSS MANF. 5 8" DRYWALL OR 1/2" "TOUGHROCK" 7L. DRIP GALV M TL. (OR EQUAL) APPLIED TO ON P.T. ;'.;;. UNDERSIDE OF TRUSSES FIRE STOP 2x8 PAINTED TEXTURED SPRUCE FASCIA 2'-0' CONT. 8706" MASONRY BOND BEAM CEMENTITOUS FINISH ON METAL LATH ATTACHED TYP. O.H, Wye 115 CONT. TOP & BOT - FILL W/ CONC. W/ 3" CON77NUOUS VENTING CONT METAL POUR STOP ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) 1/2" DRYWALL 1X2 P.T. FURRING 0 24" 01C MEDIUM TEXTURE DECORA77VE EXTERIOR BLOCK WALL TO BE CEMENTITOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.1 FI-FOIL BETWEEN STUDS �— WOOD BASE MONO. CONIC. FOOTING SEE FOUNDATION PLAN FOR N07ES & DETAILS . SLAB . 2 • —III—� 11—I 11= I f- COLUMNS TO STUCCO FINISH I a = 6'-0" O -34.8 PSF O -34.8 PSF O -32,7 PSF V ­ TOVMATCH TRIM COLOR gBV,O -36.3 PSF O -36.3 PSF FRONT ELEVATION -ARTISAN D.P.= +29.9 PSF BLW.O -32.7 PSF D.P.= +28.5 PSF O-34.8 PSF a = 6'-0" 12 6 RIGHT SIDE ELEVATION a-6-0" 12 6 a = 6,_0. D.P.= +31.9 PSF D.P.= +33.5 PSF 34.8 PSF O -36.3 PSF O a a El o D.P.= +33.5 PSF W ==J 0-36.3 PSF 0 I m 36.33 PSF O -41.7 PSF K D.P = +28.5 PSF D.P,= +31.9 PSF D,P: . -PSF D.P.= 1.PSF G) -31.3 PSF a-34.8 PSF REAR ELEVATION 36 O (AROUND CORNER) )OTH H TRIM XTURE SH ON , TYP. SLAB PROJECT LOG ISSUED FOR START 12-17-18 ISSUED FOR PERMIT 01-23.19 ^w I..L oc QCI P a a 1 Zop w w Z o n w W V N Cc '4 z Z 8 Oa L c o v� •.2 o _@ In Q 0 p cn _ IQ O rroo c C S U O ma �% +-+ -wo C "O E d `Z` 'O p rp C @ o � C aJ E E o d O O O- o U E •� +� aJ W t to y E U) rn c O S H O O cg t' ( i MU Z = irn qJ a ) In A=! 9'-4' T.O.B.B. ` E ws E �0 s �i 0'-0" FIN. FL. SLAB l I� 12'-0" T.O.B.B. 11'-4" T.O.B.B. O W y 9'-4" T.O.B.B. � W O O LU N 6 U � J LU Zj 0'1 FIN. FLOOR SLAB ELEVATIONS j A-3 TYPICAL WALL SECTION SCALE 3/4" = ID' l -26 PROJECT LOG ISSUED FOR START 12.17.16 ISSUED FOR PERMIT 01-23-19 S. TYPICAL INSTALLATION i, WINDOW ASSEMBLY TENERS AS REQUIRED WINDOW MANUFACTURER MARBLE SILL CAULK SEAM AT •'e i, MORTAR OR WINDOW INSTALLo '�• ' � GROUT '' DRYWALL "' •'� .'' i '..d a . FURRING TO '4 A "+ MASONRY WALL D,P.= +31,9 PSF O-34.8 PSF CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F, (MAX. B' O.C) 12 6 D.P.= +31.9 PSF — O -34.8 PSF iui D.P.= +33.5 PSF c O -36.3 PSF 00 00 DP= +31.9 PSF — — — — — 0=34,8 PSF — _ _I ICITO Ilm—IrUP— w-- � 11 OPENING DINING ROOM— IN ICI ICI IN = 011 I�—==1t�1_I_ - 11 — *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 ORTAR BED AND HEAD JOINT STUCCO OR 8" C.M.U. COATING PRECAST SILL DETAIL C❑NORETE WATER PROOFING APPLICATION PRE ENGINEERED WD. TRUSSES "� @ 24" 0/C TYPICAL PROVIDE CEMENTITOUS FINISH PRIOR TO ' METER INSTALL 0'-0" FIN, FL. SLA LEFT SIDE ELEVATION - CLASSIC 10610►r121 1913�Z�lWlil 12 6 CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) BUILDING SECTION A -A 14'-0" T.O.B.B. 0'-8" T.O.B.B. 9'-4" T.O.B.B. -0" FIN. FLOOR SLAB CONIC, COLUMN,, WEATHER STRIPPING ------DRYWALL BOARD PANEL ANCHOR FRAMING ATTACH W/ 3 16" 0 -3/4" 1x2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONIC. OR MASONRY BY DOOR MANE CONC. OR MASONRY TAPCONS SCR WS 0 8" O/C 1-1/2" CASE HARDENED COIL PERIMETER SEALANT Px6 P.T. BUCK RIPPED GARAGE DOOR FILL SPACE W FILL SPACE W/ NAILS AT 12" 0/C. MAX. CONC. OR MASONRY TO WIDTH OF DOOR JAM GALV. S71. VERT. TRACK BY MANE FASTENED i0 BRACKETS W/ EXPANSION STRIPS CAULKING EXPANSION STRIPS CONC. OR MASONRY CONIC. OR MASONRY o. 1x6 P.T. BUCK SET IN SEALANT AND NAILED SET IN SEALANT FASTEN W/ 1/4" DIAL x 3-114" 30 FROM E.E. C012S0/C LTRACK a qo,_ Oc COIL NAILSCATE2" O/C, �qo o AND MAX. 1/4-20x1/2 CARRIAGE �° GLASS BLOCK W/ ° 'o MAX. ° 'Pod Q BOLTS & LOCK NUTS _ LADDER -TYPE REINF. DRYWALL BOARD o°O DOOR 7RIM GALV SM. TRACK DRYWALL BOARD CAULKING BRACKETS FASTENED TO WOOD JAMB PANEL ANCHOR FRAMING ATTACH W/ 3/16" x 1-3/4- CAULKING ___ ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK DRYWALL BOARD CAULKING POOR FRAME FASTEN TO BUCK W/ 3/16"xf-1/4" LAG SCREWS G o TAPCON SCREWS 0 8" O/C GLASS BLOCK W/ 3/16" TAPCON SCREWS DOOR FRAME (2) 16 GALV. x 2L" SCREWS 0 2'-0" 0/C 2x8 P.T. ATTACHED TO MANU.'S METH00 OF COLUMN W/ 5/8" WEDGE PERIMETER SEALANT PERIMETER SEALANT 0 12 O/C, MIN. 1-1/4" EMB D FASTEN TO BUCK W/ DOOR TRIM arracNMENrsNau ANCHORS ®2'-0" 0 C 1�R7. PREVAIL KNEN sv�xnED / (6" MAX. FROM ENDS) AND STUCCO FINISH STUCCO FINISH ERIMETER SEALANT STUCCO FINISH (2) 3/16 x2-1/2" TAPCON SCREWS ®2'-0" 0/C PERIMETER SEALANT w cDMP1ETE INsrKwcnDNs 20 FROM INSIDE EDGE OF 2X8 JAMB DETAIL (GLASS BLOCK) HEAD DETAIL (GLASS BLOCK) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S,G.D,) STUCCO FINISH JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4,4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT PANEL ANCHOR FRAMING ALUMINUM FRAME, FASTEN REQUIRED, ADD (1) j" A.B. TO EACH SIDE OF THE ATTACH %/ 3 16' 0 -3/4" TO STRUCTURE THRU BUCK DOOR THRESHOLD SET BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, TAPCONS SCR�WS ® 8' O/C W/ 3 16" TAPCON SCREWS ALUMINUM FRAME DOOR FRAME FASTEN IN BED OF CAULK & 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE GLASS BLOCK ,� 0 12 0/C. MIN. 1-1/4" EMBED ` SECURE FRAME TO SILL TO BUCK W/(2) 3/16"x FASTENED TO SILL W/ BRACKET. W17H SILICONE 2-1/2" TAPCON #8 x 1 1/2' SCREWS PERIMETER SEALANT L/ CAULKING SCREWS 0 2'-0' O/C 0 18" O/C CAULKING �— STUCCO FINISH CONC. OR MASONRY FLOOR COVERING PERIMETER SEALANT (-— FLOOR COVERING lx2 MIN. P.T. BUCK SET IN goo qo .0 Oq0 ° SEALANT AND NAILED o . Oa 8.0 n o a' o a . Oa ° o°O 00 PRECAST OR POURED W/1-1/2" CASE HARDENED COIL NAILS AT 12" O/C. MAX. DRYWALL BOARD PRECAST OR POURED SILL W/ 15 BAR 0 0 0 Qpo GROUT BED Q° o 0 CONC. FLOOR SLAB SILL W/ 1 #5 BAR CAULKING PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT MORTAR JAMB DETAIL WINDOW ( ) SILL DETAIL WINDOW ( ) SILL DETAIL (S.G.D.) STUCCO FINISH SILL DETAIL SILL DETAIL (GLASS BLOCK) (DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 W 11 W W W o LiJ � Z 0g W Z LL U LL N z 0 c o ==2�E� 0 a=aa� u cu c d E 4 _ coy O a�i 'o Yclo -o E _c c H E E o o C V X L a�i Eo Lg� E Un a c c g x L � a F W ILL. �C W O U 0.0 O E- W Q NO U � J i W x () 1/4" = 1'-0" U.N.O. SECTIONS ELEVATIONS -• i_ A-4 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 & lx PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER At SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. mw=26 ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SEC71ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES 1/4" THICK PLATE HANGER ��/'F'- PER TRUSS MFR, PROJECT LOG ISSUED FOR START 12-17-18 ISSUED FOR PERMIT 01-23-19 SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MR. SPECIFICA110NS \ SEE PLAN h 4'-0" CONT. MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL 1 A5 CONNECTION DETAIL ENG. AND APPROVED WOOD TRUSSES SEE TiP. WALL SEC71ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS NOTE: iF TWO STRAPS ARE USED PLACE ONE STRAP EACH SIDE. CONT MASONRY BOND BEAM B" CMU WALL 2 A5 CONNECTION DETAIL USP KCCQ44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS '.. 56801 MAX. WOOD POST SEE FRAMING PLAN (6) 114"x2-i12" LG. SDS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 56451 MAX. (i) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. 4CONNECTION DETAIL NAIL SiLL PLATE THROUGH TO CROSS BLOCK W/2-i6d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" 0/C W/ 19/32" EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE-ENG, WOOD TRUSSES \ SEE TYP, WALL SECTIONS ACTUAL HEEL AND OVERHANG CONDITIONS TIE BEAM OR BOND BEAM CONT. 2x4 RIBBON W/ 3-16d 2x4 CROSS NAILS EA. STUD BLOCK 0 24" O/C TYP. TOE NAIL EA. END W/(3) i6d NAILS TYPICAL TRUSS A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 #'/TRUSS UPLIFT (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN, EMBED. SET IN EPDXY PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONIC. TIE BEAM OR MASONRY BOND BEAM MAX. UPLIFT = 3965# A5 CONNECTION DETAIL 1/2" DRYWALL OVER TYPICAL FURRING EXTRA LAYER OF 1/2" DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING -� APPLIED TO SHEATHING 19/32 PLYWOOD ARCH SECTION A5 CONNECTION DETAIL 4" N N M N 3/16" (2) i12" DIA. THROUGH BOLTS WEDGE ANCHORS DIA. 4" MIN. EMBED, A5 CONNECTION DETAIL CONT. 2x6 P,T. BUCK FASTENED TO LINTELS W/ 1/4"x3" LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HILTI DNI-62-P8 6. 8" 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF 4 FREE EDGE DIMENSION EXCEEDS 24" y� SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) 10d x 1-1/2" COIL NAILS VIEW "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT PPLIED UPLIF LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 8F24/i8iT 2 4'-0" 10000 257 7184 106 8F52/181T 3 4'4' 10000 257 7184 106 8F52/iBiT 4 4'-0" 10000 765 7184 283 8RF34/1B1T 5 4'-0" 1 5859 250 5572 10D BF16/iEll T 6 5'-4" 5809 250 3057 100 8F16/1B1T 7 5'-4" 5809 250 3057 100 8F16/iEll T 8 3'-6" 10000 1057 8000 371 BF40/i8iT 9 5-4" 1773 0 1135 0 8F8/1BOT 10 5'-4" 5809 946 3057 380 8F16/1B17 11 5'-4" 1773 0 1135 0 8F8/1BOT 12 5'-4" 5809 0 3057 0 8F16/iB1T 13 13'-4" 1 504 0 555 0 8F8/iBOT 14 13'-4" 1 2047 1611 866 621 8F24/iB1T 15 4'-0" 10000 765 7184 283 8RF34/iEll T 16 10'-6" 1664 250 830 100 8F16/161T 17 3'-6" 10000 408 7428 133 8F16/1B1T 18 7'-6" 2882 771 1548 308 8F16/1Ell T 19 5-4" 10000 400 6183 177 BF44/iBiT 20 5-10" 1002 0 722 0 8RF6/180T 21 5'-10" 10000 462 5480 220 8F40/iBiT 22 3'-0" 10000 376 9578 250 BF72/1BiT 23 7'-6" 8615 1123 2879 412 8728/iBiT 24 3'-6" 10000 390 8000 233 BF64/1BiT 25 10'-6" 3784 250 1773 102 BF36/iBiT �1p 32-6" 10000 390 8000 233 BF64/161T PLAN BOX -OUT DETAIL A5 SCALE: 174 = 1-0 (3) 160 TYP. r2 1Od TYP. E . TRUSS REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 S-BRACE AT EA. VERT. NAIL w/16d NAILS 0 8" 0/C PRE-ENG 0, TRUSSES 0 24" (SEE CONNECTION SCHEI 19/32" EXT. GRADE PLYWO. NAILED 0 6" 0/C AT PANEL EDGES & 12" 0/C FOR THE REMAINING FIELD W/ 10d NAILS 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, SHOT TO WALL W/ 3" PINS 0 12" 0/C (1 1/4" EMBED) A5 CONNECTION DETAIL SECTION ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ i6d 0 8" O/C 2x4 LADDER FOR O.H. ® 12" 0/C 1s° MAx. CONT. 20 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS 0 8" O/C MAX. 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" O/C WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO SLEEPER W/ i6d NAILS 0 4" O/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" LG. 0 6" O/C USP TA24R EMBEDDED STRAP W/ (4) 16d NAIL; 0 EA. TRUSS VERT. WEB (24" 0/C) CONT. CONIC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE ro� oiro oioi m¢1 �m mm ¢im aim 00 00 00 00 5• ul TYP. 0 WALLS 8U8 8Fl6-lB/lT 8F24-OB/iT w W N a J = LL a LL J W Z o y 3 w U Z N ~ m 0 o 0 J < s a z 0 a c ry'o � rn o F a 0 0 L9 U _ 0 iNn o c N L 2 ro o c u > O 'a cu i c AL x CO a o n c } � o " c r c oa.- -t� aci o 0 t c a au E E o fO o 0 c = u o o v E to ane d o co S vi 67Lu i = U Z w '0 dEn — C H O W U- W Z 0 Collo u [� W_ �. fV � J Q W 2: v) 1/4" = 1'-0" STRUCTURAL PLAN A-5 W-26 2x4 LATERAL BRACING 0 4'-0" O/C ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING • , PROJECT LOG ISSUED FOR START 112.17.1$ ISSUED FOR PERMIT 01.23-19 11141 12'-0" 90# TC- TRUSS BEARING HEIGHT SCHEDULE HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 Q HUS26 © HGUS26-2 © THDH26-2 QD HGUS28-2 QD THDH28-2 Q HHUS46 0 THD46 Q LUS24 Q ,JUS24 J INDICATES LEFT END OF TRUSS NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 12- T2. - IYP• 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 3141 SEE TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS 71E-BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d x 1-12" - 990 1 1980 1 335 1 670 1 245 1 490 TC-2 TA14 (7) 10d x 1-12" - 1205 1 2410 335 1 670 1 245 # 490 TC-3 HT016 8 10d x 1-1 2" 4 1 4" x 1-3 4" WAR 1225 1 - 1225 1 - 1225 1- TC-4 I HTA16 (9) 10d x 1-1 2" - 1870 1 24JO 1 710 1 lilol 270 11215 TC-5 IHTW20 20 10d x 1-12" 24 10d x 1-1 2" 1530 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-18. 2) BLDR MAY USE 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. RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS. 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4, 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 1 ZONE 3 PANEL FRAMING BOUNDARIES I EDGE INTER. EDGE INTER. EDGE I INTER. LOCA77ON PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL SPAN RATING 40 20 19 32" 24" 0/C MAX. SHANK 6" 0 C SHANK 6" 0 C SHANK 6" ,0 C SHANK 6" 0 C SHANK 6" O C SHANK 4" 0 C SHANK 4' 0 C BLOCKED AS SHOWN ON PLAN EXL WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RA77NG 40120 19132 16" 0/C MAX. 8d RING- SHANK 4" O C 8d R1NG- 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 I, OR EQUAL SPAN RATING 32116 15132 16" O/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" 0 C 8d RING- SHANK 12" 0 C BLOCK FREE EDGES L L1J w i w Z I J wLLr Z z W ° y~�° L M J a ° z Oa c a p of O Ln c a m fa, a c v a� 0 Ln C n7 E h C x En 3 cu ,a+: = cu o o o roro E N w E E o o 0 E nv yo c > •� +� au Cu L ,n o c C o c�°i E E cn cn c c pLu 2 2 C.D Z p @ L Ln Ln nt 0 MCI H W LJi W O O NO U � J w x V) 1/4" = V-O" U.N.O. TRUSS PLAN -26 PROJECT LOG ISSUED FOR START 12-17-16 I IISSUED FOR PERMIT 101.23-191 *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA ALL VANITY LIGHTS TO BE 100" A,F.F NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE. ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-91208 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). 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. ELEC. PANEL "A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 2 AHU HEAT STRIP 2 60 6 0 9.6 2 A/C COMPRESSOR 2 40 8 0 0 2 RANGE 2 50 6 12.0 0 2 DRYER 2 30 10 5.0 0 2 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 12 GEN. LIGHTING 1 15 14 5.7 0 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.44 A/C LOAD AT 65% = 6.24 TOTAL = 27.68 u 27.68 x 1000/240 = 115 AMPS (1) SETS OF (3) /4/0 AWG. THWN IN 2 CONDUIT 200 AMP SERWCE p METER DISC. COMBO "A" PANEL O 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 CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2327 (SQ17.) x 3 (WATTS/SQ.FT.) = 6981 / 12 (GEN.LTG.CIR.) = 582 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. Uj J w CL Lu Z. J LIJ Z w O y W H w N J a � � Z O c m o 0 0 C cn C oQ ro ro a 2 rn o 0 c c ra QJ E vi o rc n o 3 = aj 7S rn t2 y 0 _ 'a (V — J2 N -0CL C .50 a �O Z� rra E 8 C w o s C n. as E E o 2 o E 2 0 0 cn- U 5 as o oLn H— V) c o = Q O 3 Q U a 0 ICI O W LLLL W z o 0 [--I O UJJ N 6 V � J ' LU 2: (! 1/4" = 1'-O' ELECTRICAL PLAN E-1 W=26 :rj PROJECT LOG ISSUED FOR START 1 12-17.18 ISSUED FOR PERMIT 01-23-19 WI C 6x6x4 K'. BEDROOM 3 o BEDROOM 2 L 5"0 E O 6x6x5 32 CFM FW- N/ 7" 0 FLEX 8x6x6 76 CFM ►0 10xi3Ox7 119 CFM KIT rE 14"0 COVERED LANAI GREAT ROOM 0 1®x1Ox7 121 CFM ° 12" 0 7 "' =0 lOxlOx7 121 CFM 4 MASTER SUITE 12x12xg 268 CFM BATH 2 258 CFM �� /70 S® M S x 6 x 5 z UTIL. 258 CFM XH �T 12 0 6x6x5 30 CFM 30 CFM 5-o O 8x8x6 9'�� 77 CFM 10x 10x 7 14®CFM L DINING FOYER ° ° kn 12 g"p S® CFM AHV-1 EXHAVST 4-TON x 6 x 22 x54" 2# Qb 4 PULL DHW. STIR MECH COVERED (MASTER ENTRY ®a BATH101 2 CAR GARAGE owe 3012 SENT PINE DK F0KT f IERCE, FL 34951 DO NOT SCALE PLANS n �.I LLa,• 23 C ui gLu J w J a LLJZ) J J W L Z w a W J W' F J a� ° Z Oa = M 0 al c ac aa, 2 o Oo � L c L o a m �� Q E ra Uo aci E E o @ o E c C- u 19 �� N >90a��E »� a__ In c o 0 Lu E v _ o d O F0 W - O W 0 H 0 w NO � U J ' 0 Lu N 1/4" = V-0" U.N.O. MECHANICAL PLAN M-1 W=26 \ f A_ E3/ / PE 7bO51 i p0 g' TRUSS BEARING HEIGHT SCHEDULE J INDICATES LEFT END OF TRUSS FEB 15 2019 ST. Lucie County, Permitting r APPROVED TRUSS ANCHOR BY SQUARE CUT OVERHANG TYPICAL TRUSS 'END DETAIL HANGERS TO BE U_SE_C_)_ (Simpson) or (Usp) (D HUS26 HUS26 QC HGUS26-2 © THDH26--2 QD HGUS28-2 QD THDH28 -2 QH HHUS46 (3 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 "BCSI—B1 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 DOMINOING DURING ERECTION; AND PERMANENT BRAC41G WTWGI MAY BE REQUIRED N SPEGEC APPUCARONS. SEE "TICS-BI Summmy Shert COaM04TARY and RECOMMENDATIONS far HANDLING, INSTALUNG k BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI) TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO DIE TOP CHORDS; THEY SHALL BE BRACED AS SPEonED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE WRING EnFCTINI TO PREVENT DAMAGE W 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. N O E_ 5stmss on this layout are a component part of the building location. Proper erection, temporary and cing design are the responsibility of the building designer or his engineer . Lateral bracing shown on the individual truss drawings must be placed during the erection procedure. ,inR Nn ntv. FL Exposure Category : C Bldg Category : 2 Wind Design Velocity : Jfa MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height :16' Brion M Bleddy Shutt Eng P6051 2590 K Irngs Highboy Fat Pierce, FL 34951 (772) 4W4160 E 1/21/19 ENTRY CLG. REVISED TO 14'-8" VI 1/25/19 M.B. REVISED TO HIP FROM GABLE St. Lucie County e GHO HC ►_LVI-Es Avalon Artisan o 4"=1'-0" 12/27/18 r",-, Aydon-AiLisal l