Loading...
HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR START 10-22-19 ISSUED FOR PERMIT 11-13-19 GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION. THESE PLANS WERE PREPARED 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. USING THE 2017 FLORIDA RESIDENTIAL 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE BUILDING CODE 6t4l I EDITION COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THEBUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPUANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL. BUILDING APPROVAL. PER F.B.C. 2017. ABBREVIATIONS " MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1„ CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NII. PROVIDE PRECAST LINTELS AS NECESSARY, (fm - 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" O/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 VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED .UNDER THE.. ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 2."MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. LANCES NOTED OTHERWISE. 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G,T. BEARING POINTS, ETC.) CAN GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR. SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SUDING GLASS BE MODIFIED .ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE .REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO. MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20' WOE, 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 let FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION, A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR. THE DESIGN. 6, VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE. IT SHALL NOT BE. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4• IN AREAS OTHER THAN .HVHZFIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF. SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF SPECIFICATIONS. ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7• PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL 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 B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 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 6, ALL DWELLING ROOMS MUST HAVE HVAC RETURNS, RETURNS MAY BE DUCTED, JUMPERS OR TRANSFER GRILLES. THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. RECOMMENDATIONS. AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT SIT.. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE OF BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD St. 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. B.F. BI FOLD FIR FRENCH DOOR MAX. MAXIMUM SW SWITCH E, VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE. SUSPENDED A MIN. OF 5' ABV.. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS B.P. BI PASS FIN. FINISHED MFR. MANUFACTURER TEMP, TEMPERED TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS BLK. BLOCK FL. FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. BILK BELOW BEATING GA. GAUGE TRUSS M.O. MINIMUM MASONRY OPENING T.O. T,O,B.B. TN. HROUGH OUT OP OF MASONRY BOND BEAM MASONRY HORIZONTAL BEAM SCHEDULE NOTES B. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD, AS PER CODE, 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. BTM. CLO. BOTTOM CEILING GA. OF GALVANIZED GROUND FAULT INTERRUPT 'MONO. MTL. MONOLITHIC- METAL T.O.P.. T.O.T,B: TOP OF WOOD PLATE TOP OF TIE .BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE. BEAM SCHEDULE..!': -1. ALL COMPOSITE LINTEL (MARK 'L� TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE "TIMBER 12. PROVIDE. PRE- WIRED T.Y. OUTLETS FOR CABLE AS SHOWN ON PLANS. CMU CONCRETE MASONRY UNITS GL. GLASS D.H.D. OVER HEAD DOOR TYP. TYPICAL A � NOTED 7, STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION COL. COLUMN OWE GYPSUM WALLBOARD O/C ON CENTER U.N.O. UNLESS NOTED OTHERWSE 5. GENERAL: MANUAL AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND CSMT. CASEMENT HGT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WT A.C.I. 530-05/ A.S.C.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL W000 IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. }4. IN KITCHENS DINING ROOMS AND B ATiR00MS, RECEPTACLE OUTLETS FOR COUNTER DBL DOUBLE HPS. HOOPS P.S.I. 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- a 6( )• 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 CEM ENTITOUS MATERIALS AND THE WOOD PER CODE DISP. OP DISPOSAL DESIGN PRESSURE HS HVHZ HORIZONTAL SLIDING HIGH VELOCITY HURRICANE ZONE PART'N. PKT. PARTITION POCKET WC WO. WATER CLOSET WOOD S. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET. LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. DR. DOOR INS. INSULATION FLING. PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS .1 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 E.E. DISH WASHER EACH END INT, LIN INTERIOR LONG 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 ELEC. ELECTRICAL LIN. 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 WIRED 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. LAUNDRY TUB SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS T0. BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7: CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH I " 1,PCONCRETE SHALL CONFORM TO ASTM C94-94 AND STALL HAVE STRENGTH IN 2AAl. AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12 REQUIRED FOR ALL 120-VOLT 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 18080 WAYNE DALTON N/A W/ 1-t/4" WASHER & 2-3/4' MIN. EMBED. D.P.= +29.3 PSF +39.2 PSF -43.7 PSF 2-3 4" MI TA 'FROM END -34.0 PSF B FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/11' TAPCONS W/ 1-1/4' MIN EMBED D.P = +31.9 PSF +55.0,PSF -55.0 PSF 0 10' 0 C MAX. SPACING & 2" FROM EDGE -34.9 PSF C FL-20468.11 SGL LITE 3080 THERMA TRU SGL IMPACT I/a' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +32.2 PSF +50.0 PSF -50.0 PSF DR W SIDELITE / 4" & 14.5" 0 C MAX. SPACING. / -35. P 1 SF D FL 15349.5 4620 TRANSOM MI WINDOWS & DRS SOL IMPACT 3/16- TAPCONS w/ 1-1/4" MIN EMBED D.P. +34.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -37.8 PSF E FL 17499.1- (2) SH 26 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/CMAX. SPACING & 2" FROM EDGE -34.9 PSF (- _ F FL 15345.5 3020 TRANSOM MI WINDOWS &DRS SGL IMPACT 3 16° TA- PCONS W 1 1 4" MIN EMBED / / / D,P.= +34.8 PSF +55.0 PSF -55.0 PSF j .EQUAL SPACING & 3" FROM EDGE -37,8 pSF. C FL 15349.5 3020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16° TAPCONS W/ 1-1/4" MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -37.8 PSF H FL 174991 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W 1-1/4' 4' MIN EMBED & D.P.= +34.8 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING 2" FROM EDGE -37.8 PSF I FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1µ" MIN EMBED D.P.= +33.2 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -36.2 PSF '. FL 22401.3 12080 SOD MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4° MIN EMBED D.P.= +29.7 PSF +55.0 PSF -55.0 PSF 0 12' O/C MAX. SPACING -32.6 PSF K FL 17499.1 (2) SH 35 MI WINDOWS & DRS SGL IMPACT 3/i6' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.5 PSF +55.0 PSF -55.0 PSF 0 10" 0 C MAY,. SPACING. & 2" FROM EDGE -34.5 PSF L FL 17499.1 SH .H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +34.8 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -46.6 PSF I M FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.9 PSF +55.6 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.8 PSF '.. N FL 17499.1 SH 25 MI WINDOWS & DRS SGL IMPACT. .3/18' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.8 PSF 0 FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +34.8 PSF +55.0 PSF -55.0 PSF 0 IV O/C MAX. SPACING & 2" FROM EDGE -37.8 PSF P FL 17499.1 SH 28 MI WINDOWS &DRS SGL IMPACT 3/18' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55, PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -36.9 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 10353.3 MAX. 104-1/4" HORIZ. MI WINDOWS &DOORS 1/4" TAPCONS W/ 1-1/4" MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 ROOFING NOA NO. 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 pef. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGLAS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SIBS UNDERLAYMENT INC. PLIES NAILS AND TN 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. LIFT OVER 4.-0 HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND.. BEFORE GROUTING. S ECIFlED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 310-11 AND ACI 301-05, ALL .SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11, 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 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 - HAVE A MODULES ELASTICITY OF 1800 KSI OR BETTER, AS IN HORIZONTAL AN AP ROVED LUMBER 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 FlBERMESH CONCRETE BELOW GRADE-3" 13, NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 0 24' D.C. PLUMBING. NOTES ON 0.008 VSQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12'. O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3 F.B.C. .. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS STANDARD PRACTICEY THE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED B CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. SUBSTRATE AT 4' O/C AS FOLLOWS; CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD, HORIZONTAL AND VERTICAL WOOD ' 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND PENETRATION INTO. VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10-0' FROM ROOF JACKS. MEMBERMEMBERS, S. RS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5, FILL PLACED WTHIN 5'-0" OF 1HE 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 MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WNDOW AND DOOR BEAMS (28° MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 6. WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16' CROWN METAL MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6• INSTALL CHASE'. PIPE FOR HVAC. 8. 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 REQUESTED BY THE BUILDING OFFICIAL 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 15, PNEUMATIC FASTENERS SYSTEM TO BE HIL T-COIL NAILPROGRAM. TYPE TO BE CRF 112C MECHANICAL NOTES 1-1/2" LONG AND .120' DIAMETER D.N.D. 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 WIRED,TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFQRCNG AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TH: EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL 11, AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. S. fHEACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARDPRACTICE CONCRETE CONSTRUCTION AS CONCRETE R NFORCIINGOSTEELFNSTITUTE UNLESS NOTED OTHERWISE. PUBLISHED BY THE S IT EEL NOTES 1ARAGE NOTES 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R30L2(1), 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN 1, OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD PROPOSED SIN"LE FAMILY RESIDENCE BY: r 0 IL rrfmil"111, I 1 � RE LOT 57 MEADOWOOD COPYRIGHT 2018 TYPICAL "MI" WINDOWS o m to 18g" I 36" 52a„ 25J. SH 15 SH 25 SH 35 SH H35 V,1, 20 IN MA 38' M.a 541/8' M.O. 271/2' R 2Y, OR 5/4 BOARD Ix, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK r_ \ \ 38" � 70" 38" f/ �f SH 35 I \ rpAIi . BAY WINDOW FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES- A-3 BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. Aft LOAD SCHEDULE LOCATION im DEAD E63m TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND. I ULITIMATE WIND SPEED a 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NQIELTHIS STRUCTURE IS DESIGNED IN ACCORDANCE r NTH CHAPTER 16 OF THE FLORIDA. BUILDING CODE I; AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. i WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS ON ON LIJI 2x P.T. DOORS NOT LESS THAN ?" (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN',' (35 MI THICK, OR 20-MINU7E FIRE -RATED DOORS. 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE OONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3, THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN j" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 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-5 TRUSS PLAN E-1 ELECTRICAL PUN M-1 MECHANICAL PLAN SYMBOLS LEGEND 1 DETAIL 4 INTERIOR .SCALE DMc. 2 ELEVATION 3 DETAIL Dwc. SCALE COLUMN LABEL F# FOOTING DOEL SECTION Dvc. SCALE POT SHELF HEIGHT AS NOTED SECTION A DWG. SCALE HEGHTEAS NOFTED -�lF F1�. Z Z ARCHED OPENING SEE �•I - LG- PLAN OR ELEV. WOOD: BUCK # INTERIORELEV: MASONRY CONSTRUCTION SCALE SHOWN TYP. TYPICAL M.G. 35 1/4" W M.O. 37 1/4" W M.O. 41 1/4" W M.O. 551/2" W M.O. 78 1/2" W X 99' H X 99' H X 99" H X.99" H X 99' H �■ GROUT FILLED CELL SEE EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB BEAM LABEL FOUNDATION PLAN ® ■ ■ ® ■ ■ ■ ■ ■ A REVISION I EDGE OF SLAB N NORTH ARROW - 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14 SIDELITE PR 3080 DR F1 By. (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) o r v BREAK LINE ELEV a' r DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24 5/4' BOARD OR 1x8. m� GRAPHIC SCALE CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY. WITHOUT APPRECIABLE LOSS IN RESISTANCE. slue 1/6" - P-0" 0'-O' FIN. FL. SLAB ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. GI L JU1ty) POi1ttill NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATIQ�.' 1� ui C 8 Lu o: Lu J Z) LLJ J J w Z w 3 0 CL W U y a J S Z 0 1, �b sn � O co Ln a 5 cn'o E Lu!5 cn cv o on o c= N �m a) Eu aA -a 0 � c L f6 O O N 3 3:Q n C Vh he •tm N ca. co pd V `� c Ln ca E c o M LU O C '� N 0) 0 udi = c c O Ln rn v o C=7 p m`o 0� Z d a 0 UJ Lo G3 E 28 •• fig' 0 ,G U 0 cC; cC) Q U r tJLo r 1744 C- 4: i J LM_ :0 p O Q W ~ F� L!) 0 J I Q W J.N.O. COVER SHEET I C1 B" FIBERMESH OR FIBERMESH • a. i WELDED WIRE MESH OR W.WM. SEE FOUN, NOTES FOOTING REBAR 1-#5 CONT. 3" MIN. COVER 1 SEE FOOTING SCHED. 34 THICKENED EDGE #1 N ( d re•' r • CONC. COLUMN 11 MATCHING DOWELS 48 BAR DIA. SC GRADE W/STD. HOOKSIN. EXTERIOR CONT. "3 , 'L OTYP. 1 MONOLITHIC FOOTING g" MATCHING DOWELS FORU _, n COLUMNS 48 BAR DIA. MIN. W/STD. HOOKS PAD REBAR EQ. EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE ED. REMAIN. SPACE 07HERS EQUALLY I° O ISOLATED PAD l MATCHING DOWELS FOR Zia, FIBERMESH FIBERMESH OR COLUMNS 48 BAR DIA. MIN. W/STD. HOOKS OR W.W.M. WELDED WIRE PAD REBAR FOOTING REBAR MESH (SEE 1 SEE FOOTING SCHED. SEE F0077NG SCHED. SCHED, SCHEDULE) EDGE BARS ALWAYS OMIT CENTER BAR WHEN REMAIN. SPACE ONLY (2) REQD, I 1 OTHERS EQUALLY. 38 EXT. CONTI, MONOLITHIC MASONRY WALL BEYOND PAVER RECESS CONIC. BRICK PAVER SET IN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE �i�l�l IE31� aIF ZSEE OTHER PEXT. EQ. DETAILS FOR EE S EDULE FOOTING BEYOND 19SEE AT PAD WOOD POST, FIBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH PAD REBAR SEE F007ING SCHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY. SEE SCHEDULE O IN ° MONOLITHIC OVERHEAD GARAGE OHD RECESS I 1ti r :,•�: zo" DRIVEWAY / GARAGE INTERSECTION I CONC, POURED FILLED — CELL W/ STL. PER PLAN 48 BAR DIA. SPLICE 8"x8" PRECAST 1•. LINTEL. SEE LINTEL SHOP DWGS. FILL COLUMNS 1 AND LINTEL SOLID }` W/ GROUT 7,. 8"x8" FILLED CELLS W/ i#5 VERT. TYPICAL DETAIL LINTEL ON COLUMN 48 BAR DIA. SPLICE m_ ..! A m " P" SEE BEAM SCHEDULE -FOR REINFORCEMENT I N :��I FILL COLUMNS SOLID 8"4' FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE TYP HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN DOWELL & EPDXY (1) #5 REBAR INTO SLAB FILLED CELL LOCATION W/ 4" MIN. EMBED. INTO SLAB CONIC. SLAB & MONOLITHIC ----'- ----- FOUNDATION PER PLAN MISSED COLUMN STL. DETAIL FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIPTION DETAIL NO, F-1 20" x 18' X CONE. W/2 15 CON EXTERIOR MONOLITHIC 1 F-2 20" x 18" X CONE. W/2 15 CONT. OLI7HIC 0 TER RECESS 38 F-3 1 2'-6' x 2'-6' x 12' 111 #5 E W. BIM. PAD 0 INTERIOR WOOD POST 6 F 4 4'-6" x 3'-0' x 12" W/4 15 E W. BIM. ISOLATED PAD 7 F-5 3'-6" x 1'-8" x 12' 1 #5 E.W. BTM. MONOLITHIC ® PAD 19 F-6 2'-6" x 3'-0° x 12" W/3 15 E.W. BTM. MONOLITHIC M PAD 19 7E-i 10" x DROP x CONT. III CONT. THICKENED EDGE AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION CONC. BLK. W/ 1 FULLY GROUTED CELL WA-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" WIDE 8x16 CONC. BLOCK W/2 FULLY GROUTED CELLS WII-15 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-3 BLOCK GROUTED CELLS W/ 2-15 VERT 4'X4° C-4 WOOD POST PROVIDE BASE AND CAP AS NOTED ON DETAILS A 60'-0"4( A4 f0'-8° TO.B.B. rh Fna� 26'-4" 18'-011 15'-8" 191_611 6'-8" 1'-4" 16'-0" Y 7'-10" 7'-10" 1 ' 8" T.O.B.B. -4 T.O.B.B. 6'-4" 6'-0. I 7'-4" 1 8" 2'-6" V-8" P-6° '-2" F6 (2) SIII 35 I C2"FEF C2 H9 C2 ®� HEAD 0SH,38'-0" C2 ®® 80 HEAD 8'-0" FG.000L. U7a O ---------� Lit Lt in AN ran C2 " 0 0 M o� F 6.7 0I F I FORM SHOWER PAN 1 1/2" LARGER ON A L b 0a° o c w x SIDES THAN ACTUAL I F1 O ■ N FINISHED DIMS. C3 b SHOWN HERE 1/ " 1 '-5 1/2" . I IEi fill RECESS I I o 2-6' •� 12080 SGD 1� Lit 0-- ---iEAD®8'-o°— — — — — — — — — — I 14'-4 1/2" � { I I F1 �r L o ® I o I Ii N`° L—J C4 _ I r SUPPLY PLUMBING & F3 C4 , UNDER El TO ISLA ® BND 28'-2" FLOOR OUTLET W/BRASS COVER F1 21'-2" a c NOTE: ALL COLUMNS ARE C1 U.N.O. I _ I I � 7n I �I 0'-0" FIN. FLOOR SLAB 0 b o I I 111"I F1 FORM SHOWER PAN — 1 1/2" LARGER: ON ALL L2'-8" 1, 3'-9" 10'-4° 6'-11" SIDES THAN ACTUAL FINISHED SHOWN HERE I, I fill o c b 2'-3" 3'-0 2'- �in a 7-4' J•.r = •a I F 3080 DR W/ I 1 4-0 L_p r--- TRANSOM BV — — —� a F1 I oW, F1 2 1 iv I I ® io — —---J tzn F1 I NOTE: FORM GARA E SIDE DEMISING WALL RECESS 1-1/2" FINISHED DI S SHOWN HERE // `* () 2 H 26 I F1 ao I / . / HEAD 8'-0" N __ L---- -------J �'-3" 3'-3" ® C2 (2) !;H 26 STEP OUT HLAU 8 - / TG. 0 COL, F4 C2 a cdcd r4cd // / o0 00 ,. cjd )ER SLAB UN E CHASE B" W X 5-J�" D RECESS I m ro FOR PAVERS (FOOTING. • � DEPTH MEASURED FROM I a# ai b 8070M OF RECESS) W/ I o o! i 6" W X 3/4" D RECESS N SLOPE 2"-' BEHIND (SLOPED) CONIC. PAD %0 I I I E4 C. PANEL I lb EXTEND 5-1/2" D P RECESS 4" 1 F2 PAST EDGE OF OPENING, TYP. L_---------0----------J ® FINISH EDGE OFCONCRETE A CZ o AT RECESS, TYP. A4 o o H 2 HEAD8'-ON F5 F5 3'-8" _7 3'- 3'-8" v 2' Ell 2'-3- 2'-3' 2'-8' 91-4 T.O.B.B. 11' 4" T.0.&B 7-3" W-10' 7'-2" 3'-11` P-8Y W-0. 21-8. 3'-11" 24'-4' 11'-1" 11'-4" 13'_ ' 60,-00 PROJECT LOG ISSUED FOR START 10-22-19 ISSUED FOR PERMIT i 11.13.19 W a � S Lua: r J Ei w Lij uT 5� J Z LLf W 3 N N N o 0 a Z 0 r a 0 N N O 'CL� � E ja � n n co n.p rnw nLE a� x N s 2 c srca=� co N� C7 vi c 03 Vn �' rco � � � p _ c o +� aci � Ln -cpCL id=°uj C C N L = cn cm 3 a o o C7 @ E N a a cYo p g Ra w z cu W u Ln Q} rc E QAll0 U u s o 0) ON.4 J rN 0 0 Z L L Z rFQ I� ~ 0 U O Li H Q J W 0 � � FOUNDATION v PLAN A-1 CALCULATIONS TOTAL U/A 2,503 S.F. COVERED ENTRY 55 S.F. COVERED LANAI 168 S.F. GARAGE 661 S.F. TOTAL AREA 3,387 S.F. ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS, 2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. 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 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS, 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. (2) J10 SM.S TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" 0 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 HILT( PINS .1450 DIA x i" LG. 0 16" 0/C W/ i" WASHERS INTERIOR PARTITION A°2 3/4" = V-0, IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TOTAL AIR VOLUME CUBIC FEET = 23277.9 (2) 110 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TIP. WALL SECTION 2x6 BLOCKING 0 CABINET LOCATIONS FASTEN EA. END TO STUDS W/ (2) #10 EA. END ALS.M.S, 25 GAUGE CHANNEL SHAPED STUDS- (2X4 STUDS 0 16" 0/C) (24 STUDS 24" 0/C) W/1 FULL LENGTH LAYER OF 0 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILT( PINS .145" DIA x 1" LG. 0 16" O/C W/ 1" WASHERS TYPICAL- INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'D' R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. I WASHER 260R2 RAGE DRYER VENT I DRYER VENT LOCATION FRONT VIEW FNISHED CEILING I 2x WD BLOCKIN( EACH SIDE OF h FOR MOUNTING 2x MTL. STUDS TYP. FINISHED FLOOR TYP. MEDICINE CABINET 6'-6" I AC 12" AC CONC. PAD DETAIL N.T.S. GARAGE CEILING 2x4 STUD; GARAGE FLOOR ELECT. PANEL / CHASE (2) S 350 ® 14'-4"CD 8" LINEN • " ------- M a TH 3 m ?Adp N PAVERS c 2'-4" I 2'-4" a 9'-4" CLG. b m. = aI to NOOK COVERED m • I {/��) -6 5 ' 112 ® 0 9'_4• CL, LANAI I MASTER I • 2880 1 '-B" CLG. SUITE • r. (AB MAIN SLAB) 1'-7° I �Qf • M] O 9'-4' 10'-4" CLG. 'i p 1 N 12080 SGD (3 PANELS)OJ 4'-4° I =I b= I a 3 BEDROOM 3 al KITCHEN CR WN ® b NIY MOLDING ALL LVLs i 9'-4" CLG. CKING F CABINETS — — — — — J m FROM 36"- 6"-96" 8I .p • 12'-0". 4" 6'-0" 1'-B" N N 10 $ a M 2'- " b vl S� FLAT ® 8' H8'R • y = a (ISLAND ii55 S�2 O •r 5080 BP x~c g ' � 1. 2680 2680 • i 7 - - n HISL_� - — - EOW GREAT ROOM o s-a" CLG. a 5080 BP DBL 10'-B" CLG. HERS OVEN 9'-4" CLG ?�p 5-10, 5-10° B-4" CLG. 2880 m 12-D• N .�, 31 a V o BEDROOM 2 jZR — o7REF i LIS>a, o O • o � a, 9'-4" CLG. N 2,-0. — OO O M • HDR. ® MASTER S2 = G •^ BT 5,-6. - < TEMI9 FRMLS L TO FUR • BATH ° a — Z. > 9'-4" CLG. TOP bF GL 0 84' A.F.F. —� o c z r 1,-4„ 5'-2. " '-2° 2880 x 7 -6" a c O • - N r , 0 n 3'-8 -4 }( RSHWAN • , �L FLAT HDR. ° ° 0 n ° ® 2, Iv 7,-0„ �. _6• o m 9'-4" LG. _ ®_8-8" FP ai c`Z o x OP M b BATH 2 11'-4° 'v 6'-6" spii bo — ACTIVE ($� GLASS HELF N"v • LINEN T OPT] UTIL. 11 �w-1JJJ a DINING 10'-8" CLG. o,0 I 1 = FOYER 12'-4° CLG., N oc ce ® 49" 0 60" & .F.F. O 5 SH 9'-4" CLG. 1 Tm e — N OPT BACKING FOR FUTURE S q� LL N UPPER CABINETS GARAGE SEPARATION S L- _0 FROM 36'-96" DEN REQUIREMENTS PER • • a • • 9,-4„ CLG. N • M R302.8 18'-0" 4" 080 DRJW/A8V. D IDELITEBLW.�C SOM COVERE20 MIN. SOLID CORE ENTRY 22x54" EY6iNY4'-8° 77F7 CLG.WSW. PULL DN STAIR LT. JDA B OV/ERSIZEQD i WE THERSTRIPPING a• ABV MAIN SLAB ) (_ ® • •1• • /— _ _ Owl • — • • •• •• • 2 H 26 • •� mm oo as F-4 Cs p 2 CAR GARAGEcd o ® SMOOTH COAT STUCCO FINISH EXCEPT AT ILL I I b O °S m o 0 1 7 ATTACH P.T. 2X8 1 o ABV. GARAGE DOOR -m PER MANUF. SPECS o I • SEE DETAIL THIS PAGE FRAME -OUT o l ELEC. & CHASE z � 1 ° ELEC. PANEL 23'-0" I HOSE 1" in ro BIBB CHASE L--------- A ® o A4 • •• • • • • • o • b o IN 7'_3° SH 26 ( ) 2'-3° 2'-3" 2'-B" 7'_3" 6'-0' 9,-4" PROJECT LOG ISSUED FOR START 10.22-19 ISSUED FOR PERMIT 11-13-19 ui m g W � J u W y W zL W_ U � a Q � N z o a On 0 O co ='rn� n� + s +i 2 c C? 3 3y CD rn F`fig o m2: gC t Sow uH'O N of Hogg uig @1912 0 W 40 a E 0 V W g ::a cCD 0) � z 9 Lff O C`J x ham" 004 � 0 0 O O W 3 Ln Q J u) 1/4" = 1'-0" U.N.O. FLOOR PLAN A-2 _L 14, L IP 14 - 0„ RPaifc ¢3" Product Submittal Sheet wayloom'com 8000 NW 79th Place I P 306.477,6464 kw=sia n Diet ^,. Funding Systems Li Pnlem(, Florida 33166 1 F 301 FLAT CONIC. TILE PROJECT LOG ISSUED FOR START 10.22-19 ISSUED FOR PERMIT 11-13.19 Soffit Vents (One Piece) fIM Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &am p 9. Y P; plaster. ---- CS58 300V 518" 3"wide vent (one piece) 5" overall rddth, parfo oted'larges 90 1 , 3" Spifit Vants-Cormiduous one-piece Sotflt Vent with reinforcing rib to key lnticstucco ilamp; plaster. Ve -t Cps arc provided to connect SoMtt v = to s aset In allignment. Vent area'. 16 square inches per lineal 4. Caulk an indemecaons, buapints, ends and corners at time of installation. Product Submittal Sheet A 3ri3O V"cam 8000 NW 79U Pace 1 P30n bpi W4 69fh ,'Fhs'�.'q' YvJlglp �jP ti� Ont,wesem Dietrich Building S, 6liann, F@dda33156 0. Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. IN - � _---- 8-" 718 r1 2 712" solid flange Iendated ilai -e 15 j� Mid Well ControlJalnts- Designed to relieve sfressadd assist in controlling cracks in extaoor wall finish Intersections of Ts available. US sell Number 7,757,00 Caulk all intersections, bun pints, ends and comers at 6me of installation FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) 12 PRE-ENG. WOOD ROOF TRUSSES 6 024e 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END INSULA71ON PER ENERGY CALC SEE PLAN/ ELEV. RAT RUNS PER TRUSS MANF. DRYWALL OR 1/2" "TOUGHROCK" GALV- M7L DRIP OR EQUAL) APPLIED TO ON 1X2 P.T. If UNDERSIDE OF TRUSSES FIRE STOP 2x8 PAINTED TEXTURED SPRUCE FASCIA 2'-0" CONT. Bill MASONRY BOND BEAM CEMENIlTOUS FINISH ON METAL LATH TYP. O.H. 1115 CONT TOP & BOT - FILL W/ CONC. W/ J. CONTINUOUS VENTING CONT. METAL POUR STOP ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) 1/2" DRYWALL Il PT. FURRING 0 24" O/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE DECORATIVE BAHAMA SHUTTER I MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, Til I I CEMEN77TOUS FINISH V MEDIUM TEXTURE OVER 8" CONC. BLOCK DECORATIVE CEMENIITOUS FINISH NOT TO EXCEED 5/8"THICKNESS ON BLOCK WALLS, Til TYPa ENTRY / GARAGE BUMP OUT SCALE 3/4" = 1'0" FLAT CONCRETE 77LE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) 12 PRE-ENG, WOOD ROOF TRUSSES 6 ATTIC VENT CALCULATION: (SQ IN) 024" 0/C TYPICAL ROOF AREA CALCULATED 0 3387 (SQ.l x 144 = 487,728 SO IN, W/APPROVED GALV. TRUSS / 150 = 3,252 SQ.IN. REQUIRED NET VENT AREA ANCHORS EA. END INSULATION 15 SO IN, PER LINEAR FT, (217 LF) VENT = 3.255 SQ. IN, TOTAL PER ENERGY CALC NOTE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS SEE PLAN/ ELEV. RAT RUNS PER TRUSS MANE GALV. MR. DRIP 5 8" DRYWALL OR 1/2" "TOUGHROCK" ON iX2 P.T. (OR EQUAL) APPLIED TO e UNDERSIDE OF TRUSSES FIRE STOP 2x8 PAINTED TEXTURED SPRUCE FASCIA 2'-0" CONT. Bill MASONRY BOND BEAM CEMENTiTOUS FINISH ON METAL LATH TYP. O.H. W/ 115 CONT TOP & BOT - FILL W/ CONC. EDGE ZONE W/ 3" CONTINUOUS WN7ING CONT. METAL POUR STOP ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) 112" DRYWALL I I Ill P.T. FURRING 0 24" O/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE CEMENTITOUS FINISH OVER B" CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-F011. BETWEEN STUDS A 511 WOOD BASF 0'-0" FlN. FL, SLAB TYPICAL WALL SECTION SCALE 3/4" = I l b j� D.P.= +33.5 PSF 0-36.9 PSF tiff..// SIMULATED LAP BOARD. STUCCO BASE SIDING ( STUCCO) D.P. +29.7 PSF 0-32.6 PSF 1 EDGE ZONE I I I I I I al DP - +31.9 PSF i-34.9 PSF 12 6 12 �6 DECORATIVE RAFTER TAILS DECORATIVE �— BAHAMA SHUTTER I 14'-8" T.O.B.B. D.P ile+34.8 PSF ABV. +31.9 PSF D -37.8 PSF U -34.9 PSF DP = +32.2 PSF 0 -35.1 PSF BLW. FRONT ELEVATION - ISLAND 12 6 REAR ELEVATION 6. -0 11 EDGE ZONE I I I I O'-0" FIN. FLOOR SLAB 10'-B" T.O.B.B. 9'-4" T,O.B,B, O'-0" FIN. FLOOR SLAB W d m LU J W LlJ < LL LL Z p3 U @ N _ A H a 6 R �gR o Z O � I In m O 2 In O 4) S 'iJ5 L_ 117 t ru O C cc ,cu N 7 .Cn :� N" co c�2 o ov a m o` c c 8 C N �' C tancn 4U w o n� c E � d OZ '9 o � � O Li9 `�' E °' o m =a Y O t! � G U Z `O CA inn -?Lj @1 C 0. k/jj 4) w- o h, U Q o C J tit LO M I N t I 11'-4" T.O.B.B. O 0 O LLJ 9'-4" T.O.B.B. r" U LPf I f Q J I El LL I N FIXED GLASS N FIXED GLASS OJ � � 1/4" = 1'-0" U.N.0. 3- ' 0" I 0 0 ELEVATIONS D.P.= +34.8 PSF D.P.= +34.8 PSF D.P.= +34.8 PSF 0- 37.8 PSF 0 -37.8 PSF O -37.8 PSF I_ 0'-0" FIN. FL SLAB _ RIGHT ELEVATION - ISLANDIR W A. i 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 Ppr 4'-0" MAh.1 -- CONT. MASONRY BOND BEAM - CONT. POUR STOP - 8" CMU WALL 1 A5 CONNECTION DETAIL USP KCCQ44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN F SPECS �.. 56801 MAX. NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C SIMPSON MGT W/ 22-10d NAILS'INTO TRUSS �CONC. TiE BEAM OR MASONRY BOND BEAM ANCHOR INTO BEAM W/ / 5" MIN. EMBED. SETIN EPDXY MAX. UPLIFT = 3965# 4CONNECTION DETAIL GABEL END BLOCKING SEE, PLAN (3) i6D TYP. x4 DIAGONAL BRACE RESIRXNk 0 4'-O." 0/C, TYP. 2x4 LATERAL BR ING ((pp)) 0 4'-O" O/C, EA. ]TRUSS REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 WOOD POST TEE -BRACE AT EA. VERT. SEE FRAMING PLAN NAiL W/i6d NAILS 0 8" 0/C PLAT (6) 114.4-112 LG. �TE SDS SCREWS TO POST 4 57UPSON HOU5 A5 CONNECTION DETAIL HOLD DOWN 5645/ MAX (1) 5/8" DIA. WEDGE ANCHOR �- 4' MIN. EMBED. I�LI 4CONNECTION 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 16d NAILS PRE-ENG, WOOD TRUSSES 0 SEE TYP. WALL SECTIONS -ACTUAL AND OVERHANGECONDITiONS PLAN BOX -OUT DETAIL A5 SCALE: i 4 = 1-0 FASTENERS ALLOWABLE LOADS SIMPSON MODEL N0. CMU CONCRETE UPLIFT GRAVITY HU28 6-1/4"x2-3/4" 6-1/ '0-3/4" 575 LBS 2400 11TEN 71TEN HU210 8-i/4x2-3/4" 8-1/4"xt-3/4" 575 LBS. 2400'' TiTEN' TITEN 4)�CONNECTION DETAIL —�— TRUSS TOP CHORD NAIL SHEATHING TO LADDER EDGE PER DIAPHRAGM SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) �20 LADDER AT i6" 0/C ZX4 CONT LADDER EDGE W/,(2) 16d NAILS �`. 8" O.C. TO TOP CHORDi OF TRUSS 1`•— WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO TRUSS. SEE TRUSS ENGINEERING DETAILS FOR TRUSS CONNECTION CONT CONC, OR MASONRY TIE BEAM SEE VE BEAM SCHEDULE PRE-ENG WD. TRUSSES 0 24' 0/C (SEE CONNECTION SCHEDULE) 19/32" EXT GRADE PLYWD, 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"4" PCS. EXTERIOR PLYWOOD (i6) W53 TO G.T. DE BEAM OR BOND BEAM 5/8- WEDGE ANCHORS 0 24" 0/C a e • SiMPSON KECCQ44 W/3 xd"xlj4 STEEL WASHERS • e OR APPROVED EQUAL. EMBED (4 ) MIN. 7105/ UPLIFT MAX. 2x4 CROSS BLOCK 0 24" (14) WS3 TO WD. POST O/C TYP. TOE NAIL EA, END W/(3) 16d WOW POST NAILS SEE FRAMING PLAN TYPICAL TRUSS CONT, 20 RIBBON W/ 3-16d (14) 1/4" x 2-1/2" NAILS EA. STUD SDS THROUGH POST CONNECTION DETAIL ONHDUS" HOLD A5 Hoto DOWN ALLOWABLE LOAD 1061 1/TRUSS UPLIFT o: OR APPROVED EQUAL 5645# UPLIFT MAX. a (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. II 4CONNECTION DETAIL "LOTTS" LINTEL BEAM SCHEDULE 1B%FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 it-4" 1413 584 581 170 8F24/1B1T 2 4'-6" 10000 250 6849 100 8F40/1B1T 3 S-6" 10000 250 7428 100 8F16/1B1T 4 4'-0" 8859 270 5572 100 BF16/i13iT 5 4'-0" 8859 270 5572 100 8F16/1B1T 6 S-6" 10000 250 7428 100 81`16/181T 7 10'-6" 1664 1172 830 307 8F16/iBiT 8 13'-4" 3250 810 1178 206 8F32 iBiT 9- 11-4" 856 250 374 100 8F16/i8iT 10 5'-4" 5809 250 3057 100 8F16/1B1T 11 S-6" 10000 250 7428 100 8F16/iBiT 12 4'-0" 8859 270 5572 100 8F16/1131T 13 4'-O" 8859 250 5572 100 8F16/181T 14 7'-6" 2882 977 1548 323 8F16/181T 15 5'-10" 1002 0 722 0 BRFB i81T 16 5'-10" 10000 976 5480 266 BF44/iBiT 17 7'-6- 7857 876 1 5480 250 BF32 1B1T 18 S-6" 10000 295 9578 113 BF72/1B1T 19 7'-6' 628B 1 250 2436 100 BF24/1B1T SECTION I'� PROJECT LOG ISSUED FOR START 10 ISSUED FOR PERMIT 11- uj L.L m a Lu w � In a L LL J 7 L U Z � 3 y y ti � i J o o Z 0 v) o Er c -2 (n d A � uj fO W 0 �_ �� av 0 -0 co � .Oi 'a_N., 0L ��� �� 402 r c au -o -o 'o o E -0 u � � o a� o of +' c E78'i auO o�B��o V)cm c o c cn co Z 0 a E W Lo a p i S TU J.� O G — OCo u av- 10 ham. P� q p � � U 0 W Ln O U a J Zj 2: C/) 1/4' = 1'-U" U.N.V. STRUCTURAL PLAN �f ,. A-5 Y;. NNN DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3,1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCA77ON PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 19 32" 24" 0/C MAX. 8d RING- SHANK 6' 0 C 8d RING- SHANK 6" 0 C 8d RING- SHANK 6' 0 C Bd RING- SHANK 6" 0 C 6d RING- SHANK 6" 0 C Bd RING- SHANK 4" O C 8d RING - SHANK 4" 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 19132 16' 0/C 1 MAX. 8d RING- SHANK 4' O C 8d RING- SHANK 1 4" 0 C 8d RING- SHANK 1 6" 0 C NAIL CORNER STUDS AT 4" 0/C MAX. TYPICAL BLOCK FREE EDGES INT WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 32116 15/32 16" D/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" O C 8d RING- SHANK 12' 0 C BLOCK FREE EDGES ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH TRUSS CONNECTOR SCHEDULE FASTENERS STRAP PER ALLOWABLE UPLIFT PARALLEL LOAD (172) PERPEND. LOAD (F1) MARK LISP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d x 1-1 2" - 9901 1980 1 335 1 670 1 245 1 490 TC-2 TA14 7 fad x 1-1 2" - 12051 2410 1 3351 670 1 245 1 490 TC-3 HTWM16 8 10d x 1-1 2" 4 1 4" x 1-3 4" WAB. 1225 - 12251 12251- TC-4 I HTA16 9 10d x 1-1 " 1870 1 2430 710 1310 270 1 15 TC-S HTW20 20 10d x 1-1 24 10d x 1-1 2" 1530 1 - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-15. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD a: EDGE STRIP DEFINED q�AS THE LESSER O�F��1D0+N%c T OR 40% 0 HEIGHTTH BUTNNo LE�SSBTNAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. i .\ I 7-- ° - - - ---- ��\ \\ V I\ J I 2 I----------------� 'A -1- NOTE: SEE DIAPHRAGM 2 2 SCHEDULE FOR ROOF ZONE 2 NAILING REQUIREMENTS. - - - ----� ROOF ZONE DIAGRAM NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 121 TYP• TYP• '� I I TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CLIPS ON 1 SIDE OF TRUSS 1 STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN I I PRE ENGINEERED ROOF TRUSSES SEE FRAMING` PLAN FIELD FRAMED RIDGE DETAIL I ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9 -4 10'-8„ O0O0� 11'-4, 14'-8" TRUSS BEARING HEIGHT SCHEDULE 12 USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 (Z) HUS26 ® HGUS26-2 © THDH26-2 HGUS28-2 QD THDH28-2 Q HHUS46 Fa THD46 ( LUS24 ©JUS24 J INDICATES LEFT END OF TRUSS 017A 11AV 164# MAX. 3389# SEE DE PROJECT LOG ISSUED FOR START 10-22-19 ISSUED FOR PERMIT 11-13-19 LLI a A Lu w ui W Z w D Z w a U J ffi o Z N g O 0 o,.2 N 2 �aL ,zao 0 O rn(v n +L c O = C C D En O c v> . Y N a'' cam n .f3 +�.+o . rco c oo E a o w cu O Q� o ) 0 o v O N N v O Y N tf n Ir .a, It J LL- O O 7 LL.I ~ ' J �J ui 2: U-) 1/4" = 1'-0" U.N.O. TRUSS PLAN A-6 PROJ E ISSUED FOR START ISSUED FOR PERMIT ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE SWITCH TELEVISION JACK e NEST ® RECESSED II AT 12" A.SINGLE POLE DETECTOR EYEBALL 4 PRE WIRED F.F. DUPLEX RECEPTACLE SWITCH 220 V RECEPTACLE SECURITY �% USB L. METH Q� FLOOD LIGHTS F.P.&METER ILB AT BASE 3THREE WAY AT 12" A.F.F. SMOKE & DISC. DETECTOR Q� HVAC BREAKER ilc AT BEABV.0000ANTER F4 FOUR WAY TMERCOM T ® MONOXIDE DETECTOR PANEL INTERCOM EXHAUST Q SWITCH DUPLEX RECEPTACLE SWITCH I AT 60" A.F.F. FAN O ❑ DISCONNECT FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET FL EXHAUST FAN V AT 12" A.F.F. PADDLE FAN W/ LIGHT DUPLEX RECEPTACLE SWITCH W/ OR WO/ LIGHT R LV DOOR DFI GROUND FAULT D DIMMER TELEPHONE OURET Q� FLUSH IN FLOOR FLUORESCENT o RELEASE II DUPLEX RECEPTACLE SWITCHED �K KEYED ® IN CLGSPEAK, INCANDESCENT LIGHT CONTROL Q� DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNTED. OUAORUPLEX IIwP WATERPROOF KEYPAD WALL OUTLET INCANDESCENT LIGHT T RECEPTACLE FIXTURE WALL. MNTED. ruc DUPLEX RECEPTACLE ❑u JUNCTION SPEAKER HI HAT ® LOW VOLTAGE u UNDER COUNTER BOX HOME RUN ® TRANSFORMER CLG. MOUNTED Q INTERCOM mm DOOR CAT5 © HI HAT FB FAN BOX STATION T CHIME T HOME RUN VAPOR PROOF IN CLG. 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 1 ELECTRIC COOKTOP 2 50 6 10.0 0 1 DBL, WALL OVEN 2 50 6 10.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 1 30 10 - 4.5 0 1 LAUNDRY 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER/DISPOSAL 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 GF1 1 20 12 1.5 0 14 GEN. LIGHTING 1 15 14 7.3 0 NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM NOTE: ACCEPTABLE SMOKE & CAR TO BE 86" A.F.F. IF APPLICABLE DETECTORS TO BE INSTALLED AF BRK SMOKE-9120B C/0—SC9120B KIDDE SMOKE-21007581 NOTE: ALL EDGE OF SNITCH PLATES C/O 21006377—N TO BE NO LESS THAN 4" FROM OPENINGS NOTE; PROVIDE. ARC -FAULT CIRC INTERRUPTER PROTECTION FOR I RECEPTACLE AND LIGHTING OUTL NOTE: GARAGE PUSH BUTTON INCLUDING SMOKE DETECTORS P LOCATED D 60" ABV GARAGE FLOOR 2017 NEC 210-12 (B), 72" MAX. 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. Al 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. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA 48.2 1 9.6 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 15.28 A/C LOAD AT 65% = 6.24 TOTAL = 31.52 31.52 x 1000/240 = 131.3 AMPS 200 AMP SERVICE M "A" PANEL 200 A 1N 2" SETS OF 'f3) #4/0 AWG. THWN 5/8" SUPPLEMENTAL `GROUND ROD AND TO ONE REINFORCEINBAR 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 2503 (SO.FT.) x 3 (WATTS/SQ.FL) = 7509 / 14 (GEN.LTG,CIR,) = 536.4 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S, ONLY. W W UJ IL Dj Z Lu � LL w U J � Z S Oa a + w v, ra O N �L r -p LU �a O- O- O 7 .5''r a) 00 0 Cn ad CL CD Ln o ati EnY�. 4g'ow � C7 W 0-0 o A 0 N am c $ c a a Ln w o np o F- o vy c c p 0 p a) 0 ++ e O N co a) m Ce Z cu O N A J ILL. O a z o 0 �W Ln _J W U 1/ = 1' 0" U.N.O. ELECTRICAL PLAN E-1 ai PROJECT LOG ISSUED FOR START 10.22.19 ISSUED FOR PERMIT 11.13-19. O S FM EXHAUST s x 8 x 6 NOOK BATH 83 CFM 1Oxtmxa 12" 12" 125 CFM R.A. W/ 8" BEDROOM 3 FLEX IoxtOx7 132 CFM 6"0 7 70 6„0 o 8x8x8 91 CFM KIT BEDROOM 2 10,10 III .. o �� ►, °•.�stitirPpnttnttttt ♦.�NUi1,1♦ w� 1 • �♦ raw 4-TON4-TON 22 x5El 'B x 3 x 4 PULL DN 29 CFMOW1 2 CAR GARAGE mq:( �: �;[aq G)HO Hu m �J7 9630 KNOLL4V001) LN FORT (FIERCE, FL 34551 aim" COVERED LANAI GREAT ROOM 12x12x9 237 CFM 00 9„0 T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN 14"0 II i r 7„0 1®xt®x7 127 CFM 4T DRYER EXHAUST 7"0 DINING �Ltiti'stiIItOibt ♦ ♦ t t ♦�s�.�titi, to COVERED ENTRY DO NOT SCALE FLANS MASTER SUITE IOx10x8 199 CFM 9 ui a s W N J LLJ Z z 3 K g LL W U 3 m Z J $ 4 a � Z O 0 rn w c = -5 W m-02 a G C 7 fcp n Y6 c s o o � E Em v� m U C E W -g Q�'� � o vi N Ln U Z� a� 1 4.Lo 0 U c - 0 c o CQ p 1L fi: 1 z Y� al O 0V 0 W LY 0 J W U 1/4" = 1'-0" U.N.O. MECHANICAL PLAN M-1 mwf .-j �xer