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HomeMy WebLinkAboutBUILDING SITE PLANSILE COPY PROJECT LOG ISSUED FOR START 11.08.18 ISSUED FOR PERMIT 12.11.18 ST. L CIE COUNTY BUILDIA REVIEWED FOR COMPLIA C REVIEWED HY DATE FLAN AND PERMIT MUS SITE LR NO INSPECTIONIS! _Z WILL BE MADE LL MANUFACTURES LADLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST El AAjN ON ALL DOORS AND WINDOWS i I ni wRPFCTIONS ARE APPROVED THE PLANS AND ALL PROPOSED WORK ARE U8JECT TO ANY CORRECTIONS SEC IRED BY FIELD INSPECTORS THAT MAY a NECESSARY IN ORDER TO �n aLYWITHALLAPPLICABLE CODES. LED FASTENERS OR ATTACHMENTS :THE RESPONSIBILITY OFTNE CONTRACTOR OF RECORD. GENERAL NOTES THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPUCABLE AMENDMENTS. 4. THESE PLANS, B DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENEROY EFFICIENCY. 5. ALL WNDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT, EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FR FRENCH DOOR B.P. BI PASS FIN. FINISHED BILK. BLOCK FL FLOOR BLW. BELOW G.T. GIRDER TRUSS BRIG. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED O.G. CEILING GFI GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COL COLUMN GWB GYPSUM WALLBOARD CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HOT. HEIGHT DBL DOUBLE HPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS, INSULATION DW DISH WASHER INL INTERIOR E.E. EACH END LO, LONG ELEC. ELECTRICAL LIN, UNEN ELEV. ELEVATION LT, LIGHT E.S. EACH SIDE LT. LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST UNTELS AS NECESSARY. (fm - 1500 PSI) 1. PROVIDE 1x2 P.T. FlRESTOP HORIZONTAL *CEILING & WALL INTERSECTIONS OR 0'-0" O/C 1, THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY NTH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND THESE PLANS WERE PREPARED VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPOR NG ASSUMPT10N THAT E HAS BEEN DESIGNED UNDER H SHALL LOCATED METER & PANELS AS REQUIRED. 2. MORTAR TYPE M PER ASTMFRAMG C 270 92. SCHEMESHOWNWILL CLOSELY PARALLEL DESIGNERS LAYOUT.E USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PS PEA 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED, 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 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 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 4. REINFORCING: DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST RENEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. ACCORDINGLY. VERTICAL; 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE. EGRESS VANDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st 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. BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. 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 AUGNMENT, EVEN THOUGH IT IS IN AN 4• IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE ( COPIES OF SHOP DRAWINGS AND 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. ADJACENT CELL TO THE VERTICAL WALL REINFORCING. F.B.C. AS THE MINIMUM THICKNESS ALLOWED. ENGINEERING CALCULATIONS SIGNED AND SEALED B BY A FLORIDAEGISTERED ENGINEER, OF C. VERTICAL REINFORCING STEEL STALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. 5. PROVIDE A MINIMUM OF a CLEAR ALL AROUND AIR HANDLER UNITS. THEIR ROOF TRUSS DESIGN FOR RENEW INCLUDING TWO (22)) COPIES PIES FOR ARCHITECTS RENEW PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBWTY TO 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT MSIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 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 DWELUNG 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 RECOMMENDATIONS. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. M.T. MAX. METAL THRESHOLD MAXIMUM STL. SW STEEL SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS 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. 9. PROVIDE OR BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. MANUFACTURER TB.EP LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS MICRO. MICROWAVE TTHHROUGH BOLT CONTINUE UNINTERRUPTED. DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS MIN. MINIMUM T.O. THROUGH OUT BEAM SCHEDULE NOTES SELECTED BY BUILDER. M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM HORIZONTAL B. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND MONO. MONOUTHIC T.O.PL TOP OF WOOD PLATE BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MTL. METAL T.O.T.B. 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 OTHERWSE O.H.D. OVER HEAD DOOR TYP. TYPICAL NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 0/C P.L.F. ON CENTER POUNDS PER UNEAR FOOT U.N.O. UL UNLESS NOTED OTHERWISE UNDERWRITERS LABORATORIES 5. GENERAL 2. ALL BOND BEAMS (MARK "B8") REINFORCING SHALL BE CONTINUOUS THROUGH BOND MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF UMBER CONSTRUCTION. 13. DEDICATED CIRCUITS STALL HAVE NO MORE THEN 8 DUPLEX RECEPTACLES. P.S.F. P.S.I. POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH V.I.F. W.A. VERIFY IN FIELD WEDGE ANCHORS A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ATE 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, PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER 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 B" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8 (a)• P PKT. KT. PARTITION POCKET WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M:S 802- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDLING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. PLYWD. PLYWOOD 05. SPECIFCATIONS 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 R.O. S.C. ROUGH OPENING SOLID CORE 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 S.G.D. SLIDING GLASS DOOR B. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. SH SINGLE HUNG 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND WNDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18 ARC FAULT -INTERRUPTER PROTEC11ON PER NEC 21010 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 16080 WAYNE DALTON N/A Z)0/0 HIM W/ I-I/4" WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF 2-3/4" . EDGE DISTANCE. 6" FROM END -34,8 PSF B FL 17499.1 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF FL 15349.5 W/(2) 3114 F.G. 0 16' O/C MAX SPACING & 2' FROM EDGE -32.7 PSF C FL 17499.1 SH 16 MI WINDOWS & DRS SGL IMPACT 3/15- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5 W/1814 F.G. 0 10" O/C MAX SPACING & 2' FROM EDGE -36.3 PSF D FL-7630.2 3080 DR W/ 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 SIDELITE 6" & 14" O/C MAX. SPACING. -34.8 PSF E FL 15349.5 4628 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & Y FROM EDGE -36.3 PSF F FL 17499.1 SH 25 MI WNDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF G FL 15349.5 51020 TRANSOM MI WINDOWS & DRS SGL 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 -44.8 PSF H FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16- 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 FL 17499.1 (2) SH 35 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF J FL-7630.1 2880 SGL LITE 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 8- & 14 O/C MAX. SPACING. -41.7 PSF K FL 22401.3 12080 5GD MI WINDOWS & DRS SGL IMPACT 3/16- 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 SGL IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & S FROM EDGE -34.8 PSF M FL-7630.1 2680 SGL 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. -34.8 PSF N FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT- 3N. TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10' AX. SPACING & 2' FROM EDGE -36.3 PSF 0 FL 15349.5 3214 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16. TAP66 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 P FL 17499.1 SH 36 MI WINDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1 IN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX SPACING & 2' FROM EDGE -34.8 PSF Q FL 15349.5 4514 TRANSOM MI WINDOWS & DRS SGL 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 R FL-7630.1 2880 SGL UTE DR THERMA TRU N/A 1/4° TAPCONS W/ 1-1/$ MN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 8° & 14' O/C MAX SPACING. -41.7 PSF S FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/1C 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 T FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF U FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 010' O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF V FL 17499.1 SN 23 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PS O Ur O/C MAX. SPACING & 2- FROM EDGE -36.3 PSF W FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PS 0 10' 0/C MAX SPACING & 2' FROM EDGE -34.8 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. FL 15353.3 -1/4'4 HOR12. MI WINDOWS & DOORS 1/4' TAPOONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CLIP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL ROOFING NOA NO. 17-0822.15 CAPISTRANO CONCRETE TILE EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 sf P -172 sf. P PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGINC. USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT PLIES NAILS AND TIN CAPS 12" GRID, 6" O.C. AT A MIN. 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SPACED 0 EVERY HI RIB (4" 0/C) W/ 1-3/4' EMBED. N/A N/A PER NAIL SCANNED BY St. Lucie County 1909 - ()_�V LIFT OVER 4-0 HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 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. N0. 2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PS IN BENDING FOR A SINGLE MEMBER USES. 90 PSI FOUNDATION NOTES IN L SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN W OF ANY SLEEPING ROOM. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - ETORIZODT AN APPROVED LUMBER GRADING COLUMNS311V BEAMS AND - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED 1. FLOOR 9LAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONC ETE BELOW GRADE3 " 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 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 PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE, SUBSTRATE AT e O/C AS FOLLOWS; " OTHERWISE NOTED. CONCRETE: 3/4' LOG 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. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., S. 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 3/4" PENETRATION INTO VERTICAL WOOD 4 ALL PLUMBING PENETRATjbNS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WTHIN V-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 MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8". MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEIUNGS REINFREQUESTED BY THE BUILDNGCEMENT AT ROFFICIAL.AL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARSDOWELS COLUMN AND LL ABOVE. 15. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES 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 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 R3012(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL° AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACES "MANUAL OF STANDARD PRACTICE CONCRETE FOR ED CONCRETE CONSTRUC71ON AS PUBLISHED BY THE REINFORCINGDETAILING STEELFNSTITUTE STEEL NOTES GARAGE NOTES UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC'SPECIFICATION FOR THE DESIGN 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: G�°ti �Ili?blES AVALON LOT 03 MEADOWOOD COpYRIGHT 2018 TYPICAL "MI" WINDOWS IN N N to co to SH 15 SH 25 SH 35 N 25j" / SH H35 ■ ■ • ■ ®■ M.G. 20 1 /8" M.O. 38" M.O. 54 1 /8' M.O. 27 1/2" 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK 38" 70" 38" / \� • - 1 SH 35 ` TYP. BAY WINDOW 114 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION, MATERIALS DOORS NOT LESS THAN V' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 LESS THAN V" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 28 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN ;" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCA71ON JJL D.EAQ PART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND: UUTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASIDE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE OVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS 2x P.T. Z Ul M.O. 41 1/4' W X 98 1/2' H /-EDGE OF SLAB 71 9 M.O. 78 1/2" W X 98 3/4" H EDGE OF SLAB 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 5/4" BOARD OR 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. M.O. 35 1/4' W M.O. 37 1/4" W X 98 1/2' H X 98 1/2' H EDGE OF SLAB EDGE OF SLAB 2680 EXT DR 2880 EXT DR (OUT SWING) (OUT SWING) SYMBOLS LEGEND OCTAL DETAIL Dwc SCALE SECTION OWo. SCALE SECTION DWc. SCALE # NTERIOR ELEV. SCALE B� BEAM LABEL REVISION N NORTH ARROW -�� BREAK LINE GRAPHIC SCALE SCALE: 1� /, DRAWING INDgX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN W LL m LU M w iL Ui J LU Z L Z J O y w a m Z g a Q rru O a c C7 Oro a a o.Cnw o n U N QU Ca. QU '0 1 c N N . a 1 L fa E fa O C d 0 7 c d o w E E o }' E E ,p W 03 0 co = Lii Ln a)U E O a a0 0 v (D 'b Ln Z 0 E 0 LL s (.) m A Y� C/) c _ LLJ U C:) 0 2 Ln CN 0 N TT 3: 1 4 owc. 2 INTERIOR ELEVATION 3 _rn E C# COLUMN LABEL F co a" LIJ O Uj F# FOOTING LABEL � a V ASTNOTED SHELF HEIGHT r D/%T%/%Tf/%T%/ffl7 i DROPPED SOFFIT n _ HEIGHT AS NOTED U_ ARCHZ - 1 PLANEOROELEV. SEE �I MASONRY CONSTRUCTION@ 0 0 TYPICAL 0 U ■■ GROUT FILLED CELL SEE 0 LU FOUNDATION PLAN M 3: V 0 0 = NON -BEARING FRAME I J CONSTRUCTION I- W (1 BEARING FRAME CONSTRUCTION 1/4" = 1'-O" U.N.O. ELEV BEAM HEIGHT CHANGE COVER SHEET A0'-0" FIN. FL. SLAB FLOOR ELEVATION 1�10- 0 C-1 _. _'/`�/ MW 03 PW FIBERMESH OR WELDED WIRE MESH SEE FOUN. NOTES FOOTING REBAR SEE F007ING SCHED. O TYP. EXTERIOR CONT. MONOLITHIC FOOTING WOOD POST, FIBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH PAD REBAR SEE FOOTING SCHED. EDGE BARS ALWAYS REMAIN. SPACE 07HERS EQUALLY. GRADE 7 w� FBERMESH OR W.W.M. < 1-15 CONE. 3" MIN. COVER 10 34 THICKENED EDGE #1 81, � MATCHING DOWELS FOR COLUMNS 48 BAR DIA. MIN. W/STD. HOOKS OR W.W.M. EQ. EQ. FOOTING REBAR SCHED. SEE F0077NG SCHED. SEE SCHEDULE OMIT CENTER BAR WHEN 38 ONLY (2) REQD. MONOLITHIC Pa EXT. CONT. MONOLITHIC CONC. COLUMN MATCHING DOWELS 48 BAR DIA. MIN. NI4 PAD REBAR I 0. 1, EQ. L SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE SCHED. REMAIN. SPACE 07HERS EQUALLY ISOLATED PAD CONC. POURED FILLED TYP. HOLLOW CELL W/ STL. PER PLAN MASONRY BLOCK RUNNING BOND ell, I PER PLAN DOWELL & EPDXY (1) #5 - REBAR INTO SLAB FILLED CELL LOCATION W/ 4" MIN. EMBED. INTO SLAB MISSED COLUMN STL. DETAIL CONC. SLAB & MONOLITHIC FOUNDATION PER PLAN FOOTING SCHEDULE DETAIL MARK SIZE WxD REINFORCING DESCRIPTION NO. F-1 20' x 18" X CONT W/2 15 CONT. EXTERIOR MONOL17HIC I EXTERIOR MONOIJ7HIC F-2 20' x 18" X CONE W/2 15 CONT. ® RECESS 38 PAD 0INTERIOR 6 F-3 2'-6" x 2'-6" x 12' W/3 15 E. W. BTU. WOOD POST F-4 3'-0" x 3'-O" x 12" W/1 5'S 012" O.C. E. W. 87M. ISOLATED PAD 7 THICKENED EDGE 7E-1 10" x DROP x CONT. W/115 CONT AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION CONC. BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT, Bx8 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 W/1-15 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 842 C 3 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 1-15 VER1: EACH CELL IRREGULAR 45' U17ERED CONC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-15 VERT. 4 X4" C-5 WOOD POST PROVIDE BASE AND CAP AS N07ED ON DETAILS :1.1:L1:� �1/.�1010 A 8"x8" PRECAST LINTEL. SEE LINTEL SHOP DINGS. FILL COLUMNS AND LINTEL SOLID W/ GROUT 8 x8" FILLED CELLS W/ 1 5 VERT. (TYP.r 1 TYPICAL DETAIL Al LINTEL ON COLUMN 48 BAR DIA. SPUCE SEE BEAM SCHEDULE FOR REINFORCEMENT BAR DIA. S ICE +.: m FILL COLUMNS SOLD 8"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL a� BEAM HEIGHT CHANGE mm mm ojro mm mm mm m o;m as 00 00 00 cs O N N ^ 60'-0` ^ 16'-0" 15'-8" 10'-6" 17'-10" 3'-71/2' I it I 6'-101/2" 15'-4" I 3'-0' 6'-7" 5'-9" C2 HEAD 0 8350" C2 HB C2 C2 SH H33 ■ IBM ol HEAD 0 8'-0" ®®Lz ------ ----I ® 4. o 3/ N SH36W \ FG 18" HIGH I F2 Fl i 2880 SGL LITE o I C4 FG ABV SG88 HEAD 0 8'-O" FORM SHOWER PAN 1 1/2" LARGER ON ALL C4 SIDES THAN ACTUAL FINISHED DIMS. 5'-6" M F1 o / F1 SHOWN HERE N TE-1 F1 o " 52 F1 o o 4 1 N I � 9 12080 SGD SUPPLY U.G. COND. F1 W/ 12016 FG. ABV. (4 PAI IEL) FOR POWER TO ISLAND I o HEAD 0 10'-0" 'o 26'-2" 1: 15-2" n a " C5 ® I C5 I [� F3 5'-11/2 F3 I II�� r L _ J FLOOR OUTLET W/BRASS COVER I 2'-8" 0 26'-10" ® I I 0'-0" FIN. FLOOR R SLAB_ '� I F1 Mel F1 NOTE: I N ALL COLUMNS ARE Cl U.N.O. I zo`-1" I � —_—° — _III ���FORM SHOWER PAN 1 1/2" LARGER ON ALLSIDES THAN ACTUAL 7 FINISHED DIMS. L-4 SHOWN HERE 30SII---SIDELITE F1 o C3 FG TRANSOM ABVo �-� �4 u, �o F2 I I E N— I 6. F1 o O I F1 O 4" o I� — �; — — o 0 0 C4— 10 N c s \ C2 MINI a ®® ® ® ® — — ® (2) S 26 rd 4'-0" 3'-8" 14'-4" "' ®HEAD ao SH 25 _ I _ W/FG ABOVE C2 " 0 8'-0" ' HE D ®8'-0" ® I ® ® C2 ® O I F4 I B W X 5-Nf D RECESS I FOR PAVERS (FOOTING UNDER SLAB DEPTH MEASURED FROM UNE CHASE A 4'-6" I BOTTOM OF RECESS) W/ A4 oJ 6" W X 3/4" D RECESS •I aim m m m m m m BEHIND (SLOPED) mm mmmm mm r4 cd o 0 0 0 oo � 0 o 0, °p °o v v o v "v a 22'-0" N v o F2 4'-2" 4'-2" i F1 E SLOPE 2" CONC. PAD •N 4'-4" B'-4" 2'-4" 2'-0' 6'-6" 2'-0' 4'-7" 6-7" c I NOTE: NOTE: FORM GARAGE SIDE DEMISING WALL o RECESS 1-1/2" SMALLER THAN ACTUAL O FINISHED DIMS SHOWN HERE EXTEND 5-1/2" DEEP RECESS 4" PAST EDGE OF IPENING, TYP. FINISH ED E OF CONCRETE AT RECESS, TYP. C2 F2 F2 ® F2 ---� m N SH HEAD 26 8'-0" T.O.B.B. \ \ 1 8'-4" T.O.B.B. Alk 10-8" T.O.B.B. 10'-8" T.O.B.B. S-8" S-10" 4'-2" 4'-2" 3'-10" 3'-8" 7'-6" 8'-4" 7'-6- 4'-7" 6'-7" l l'-2" 23'-4" 15'-0" 10'-6" PROJECT LOG ISSUED FOR START 11-08-18 ISSUED FOR PERMIT 12.11-18 W a W J W W J ui Z - Q 3 -8 K mop LL W U a 4 LL h N ❑ O a 0 o a o o+ :0 -0 c o o n a oa ca. 0 cu L EAd y S y N ,�In E Eo o � c a c� 2 o r2 C = O u N o ET as = U F- E ,,, o= 0 I.;J a E_ 2t U d cacu V En rk:e z O E Ln C CD t U U} W Q C_ 0) O J CV OcN �i O J LL 0 0 O 0 M O 0 0 Lu U 1 � J O w � V 1/4" = 1'-O" U.N.O. FOUNDATION PLAN A-1 7 W - 03 CALCULATIONS IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS R-30 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50, PROJECT LOG ISSUED FOR START 11-08-18 ISSUED FOR PERMIT 12-11-18 TOTAL U/A COVERED ENTRY COVERED LANAI GARAGE TOTAL AREA 2389 S.F. 70 S.F. 226 S.F. 582 S.F. 3267 S.F. (2) #10 S.M.S. TOP & BOTTOM ® EACH STUD 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 - 16'OLENG(THXLA STUDS0/C) 24k4W/®FULL ROOF 1/2" TYPE GYPSUM WALLBOARD O APPLIED VER71CALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12' 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONIC. FLOOR SLAB •.. HILTI PINS .145• DIA x 1" LG. ® 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/40 = 1'0" (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE O TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24' O/C 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/2• TYPE GYPSUM WALLBOARD 0 APPLIED VERTICALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HIL77 PINS .145" DIA x 1" LG. 0 16" 0/C W/ 1" WASHERS INTERIOR PARTITION A 2 3/4 - 1 -0' 6'-6" AC 12` AC CONC. PAD DETAIL N.T.S. FINISHED CEILING 2x WD BLOCKIN( EACH SIDE OF It FOR MOUNTING 2x MTL. STUD: TYP. FINISHED FLOOR TYP. MEDICINE CABINET ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. 3/4° THK TEMP TOP OF KNEEWALL W/ PT FRAMELESS GL 2X TOP PLATE & 1/2 W/ CLIPS PLYWD & 1/2" NOW 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 FlNI H FINISH THIS SIDE a. 0 is O ROMAN SHWR PT 2X SILL PLATE L L L L LLLLLL LLLLLL LLLLLLL 5 .. TYP. KNEE WALL SECTION CEILING TYPICAL • 16' FINISHED FLOOR SOAP NICHE z J IL 0_ O O w Ld WASHER DRY R 28-1/2° SPACE DRYER VENT 4 4: — I 9n DRYER VENT LOCATION FRONT VIEW GARAGE CEILING (4) 2x4 METAL STUDS FLOOR RO CEILING 15° ELECT. PANEL BACK TO BACK W/ METER GARAGE FLOOR ELECT. PANEL / CHASE 0 0 w N � b 2® in o os 0 b 'a i iv iv a I _(21S 335 MASTER SUITE 9'-4'/10'-4" CLG. w 10'-8" 14'-8° FLAT ARCH SPRINQ 0 8'-0" :r P ®8'-8° 1-7 7r 3'-7 1 /2• 6'-10 (DSHH33 36 (TEMP) 2880 6 FGABVGH scL LITE _ _ CABANA u' " b T NOOK� N ll'-4" CLG. 10'-2" 10" 10" FLAT ARCH of SPRING 0 8'-0" TOP 0 8'-8" b 5'-6" 2'-8" 5-6" a 3m II 010 oFj 00 10� V _ ISLAND 5 I HIS II N` KITCHEN DAL 2680 I 2680 °0 I DW ll'-4" CLG. 5'-8° 3'18 -8' 4" V-4" J6 KITCHEN CROWN MOLDING ALL LEVELS HERS o a-- a 2680 z5'-11° 3'- 8 1'-4" 2 NICHE "i z .o 2. 3. 2, _2^ �" o FLAT ARCHow -----------------.o o 4 SPRING ® 9'-0" a - - TOP ®10'-6° — — — — — 'd. FLAT ARCH I = — — — SPRING 0 8'-0" 5'-B' TOP ® 8'-8" 4" 6'-2° - L� D N ~ (ROUGH IN) 0 FOYER ®� UTIL. 12'-4" CLG. z ®a N 4�_O. c� iv N I I¢ r PT D �r� 1, 2'-6" b 2'-6. o 'a •a n a 3080 DR W/ 1 13 DINING M 11-3 11 LOPT Wj I 90 rBATH STER SIDEUTE & I I 0 11'-4" cic. o FG TRANSOM ABV —1� N ❑ 4 CLG. o ° ABV E N 4'-8' 10'-8" 6'-6" 8 11'-0" 4° -6 WOD5 SI- mm cd cd mm cd cd dd dd N N 60'-0" 15'-B" I I i i I I I ----- - ol ---- I N o I � COVERED lb- LANAI ABV o ll'-4" CLG. I c0 (ABV MAIN SLAB) BLW. N PAVERS 6'-9 1/2• in 1 S / M 12080 SGD 4 PANELS) 2680 �W 16" HIGH FG TRANSOM ABV SGL LITE 13'-9 1/2 2'-10 1/2' 17'-4" GREAT ROOM W ll'-4" CLG. Z 15'-4" 1 BEDROOM 2 9'-4" CLG. BEDROOM 3 9'-4" CLG. 41.6' BATH 2 6080 BP JHR NOAP ' — — — VAN PAVERS MECH ��H I A ARCH ® 36" AFF 1 N E 4'-4" 7'-0" SPRIN ®� Do a COVERED N TOP -8" ®� ® ENT C & ° 5' B• oil (2) H 26 4'-0" WORK AREA i 14'-0° LG. ;o W/ 1//2 FG ABV. i ® ® 1 1 " (ABV MAINSLAB) 'm 1 25 �i (TEMP) O kaFn 20 MIN. SOLID CORE ® DOOR W/ RABBITTED 2554 I ® JAMB OVERSIZED 48"WIDE x 680 DEEP I I _,ETAE 7RTPP1NU__ — PULL ON STAIR TUB DECK I L W/SW. LT. J A 4'-6" 1 cd ad m cd m cd A4 m m ATTACH P.T. 2X8 m m cd ad cd m m cd m oc ABV. GARAGE DOOR CS dddd dd cd cd PER MANE. a* aADD 100 _ ao 22'-0" �o°� 2 CAR GARAGE 4'-2" 4'-2' w A 4'-4• 8'-4° 2'-4" 2'-0" 6'-6" 2'-0" 4'-7" 6'-7" SMOOTH COAT APO1= o o STUCCO FINISH b o w EXCEPT AT DRYWALL I o io 0o O w m Z HOSE BIBB - CHASE b � SH 26 � / O \ \ 9'-4" T.O.B.B. 10'-8. T.O.B.B. 4'-2" 4'-2- 8'-4" 4'-7- 6'-7" 7'-6" 7'-6" Ile l l'-2" 23'-4" 10'-6" 60'-0" Ov W d _I w J a W N w< r LL LL Z D 2 O 3 � w ~ 19 o m z J R Z L Oa 0 O N of cp ct c o r° i 01 G5i O O .0 O O 'vf r° E 2 c0 00 3 Sj_I �.c" U d = N 0✓ p c 0 z- o 0 0 Eco c c a `-.—p 0 N C N O j C 0 cu E E o fO o 0 c 0 -8— w U C -_ a) O srrO [0.� I­_O U-)C c 0 S Ln Ln a p E M 'S _1_� N bi L7 Z v a t "v 15 En a� b z � � 0 Q CLG vs 0 Ln L CL r 1.r� �0 u Q c �. v- 0 N h . t V O loloo J a o 0 W Mo 0 U � J W OJ 2: Ln 1/4" = 1'-0" U.N.O. FLOOR PLAN A-2 MW 03 Product Submittal Sheet onyloorp.com 8000 NW 79th Place P 305.4''17.6464 Clarkmastem Diabbh Building Sy earls LLC Miami, Floods 33166 P 305.4774108 Soft Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. +".i• � » C558-300V 5/8" 3" wide vent (one piece) 5" ovafBll width, perforated flanges 15 u 3" Soffit Vents -Continuous one-piece Soffit Vent with reinforcing rib to key into stucco! &amp: plaster. Vent Clips are provided to connect Sent Vent and to assist in alignment. Vent area'. 15 square inches per lineal ft. Caulk all intersections, butt joints, ends and corners at time of installation, Product Submittal Sheet vinyloondcom ''. 8000 NW 79th Place P 305.47764e4 glarkweatern Clench 3uirdmg Systems LLC Miamr, Floods 33166 F a05.4774108 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. intersections of Ts 1, . available, <- �..% 1678-50UL 7I0"x112" 3-1/2"solitl flange, 14/4"pertorefed flange '.Y Mid r Control Joints - Designed to relieve stress and assist in controlling cracks in a%tador wall finch. Intersections of Ts available. US Patent Number 7,757,450 Caulk all Intersections, butt joints ends and corners attlme of Installation. ATTIC VENT CALCULATION; (SQ IN) ROOF AREA CALCULATED 0 3267 (SQ.FT.) x 144 = 470,448 SQ IN. / 150 = 3,136 SQ. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT. (210 LF) VENT = 3,150 SO, IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS BARREL CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 30# FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 024" 0/C TYPICAL W/APPROVED GALV- TRUSS ANCHORS EA. END I$ SEE PLAN/ El GALV. MR. DRIP ON iX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONIC. BLOCK DO NOT EXCEED 5/8" THICK R 4.1 FI-FOIL BETWEEN STUDS 0'-O" FIN. FL. SLAB N 12 6 , 15 INSULAWIN PER ENERGY CALC. RAT RUNS PER TRUSS MANF. 5/8" DRYWALL OR 1/2' "TOUGHROCK" (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. 8706" MASONRY BOND BEAM 111115 CONT TOP & BOT. - FILL W/ CONIC. CONT. METAL POUR STOP 1/2" DRYWALL iX2 P.I. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONIC. F0071NG SEE FOUNDA77GN PLAN FOR N07ES & DETAILS �'; • 76• III-1 I I-111_ MEDI CEME FOR WALLS ;l U U FINISH TO SIMULATE LAP BOARD SIDING U ��� I, ` �p D.P.= +31.9 PSF BLW. -34.8 PSF FRONT ELEVATION - AMERICANA PROVIDE CEMEN11TOUS FINISH PRIOR TO METER INSTALL - - D.P.= +33.5 PSF O-36.3 PSF D.P.= +33.5 PSF O-36.3 PSF O D.P.= +4131.9 PSF .7 PSF PO -34.8 PSF O -F31.9 PSF D 34.8 PSF O ±34.8 PSF (AROUND CORNER) D.P.= +33.5 PSF 36.3 PSF O D.P.= +31.9 PSF O-34.8 PSF D.P.= +31.9 PSF O-34.8 PSF D.P.= +28.5 PSF O-31.3 PSF ME +31.9 PSF -41.7 PSF D.P.= +29.9 PSF NO CORNER) 36.3 PSF - - I - - - - - _ - - - - - REAR ELEVATION - AMERICANA 12 6 D.P.= +31.9 PSF O-34.8 PSF RIGHT ELEVATION - AMERICANA 14'-0" T.O.G.T. 11'-4" T.O.B.B. 10'-8" T.O.B.B. 9'-4" T.O.B.B. 4 ;HUTTERS. 0'-0" FIN. FL. SLAB 14'-0" T.O.B.B. 12'-0" T.O.B.B. ll'-4" T.O.B.B. 9'-4" T.O.B.B. II 0'-0" FIN. FLOOR SLAB l 14'-D" T.O.B.B. Ot ll'-4" T.O.B.B. 10'-8" T.O.B.B. 9'-4" T.O.B.B.4 PROJECT LOG ISSUED FOR START 11-08-18 ISSUED FOR PERMIT 12-11-18 ^W pe pe LL o W J u a w LL LL w Z z N m z J �_ m 0 a rn Z c 0 Oa 0 c fa-0 0 0 Lin c+ 01 c - ,0 0 c 0- a c o,o' w Q O v 0 a� avti " r`o c _ @ E O N n C 4--+ vra C N O a M- E E 0 0 $ E v 0 a W on aU Cr ccc � 0 oW o I H- E (n i = C) 2 vi a) ,moo -4 O FF-- E cf O.� u = Z O fo Li C1. u U 15 a) N Ln 0 1 O J L.L W Z O U 0'-0" FIN. FL. SLA - - - - M 0 O w U p Q J OJ W 2L (~13 1/4" = 1'-0" U.N.O. ELEVATIONS A-3 TYPICAL WALL SECTION SCALE 3/4" = 1'0" FA i PROJECT LOG ISSUED FOR START 11-08-18 ISSUED FOR PERMIT 12.11.18 6 a = 6'-0" c tV D.P.= +33.5 PSF O -36.3 PSFo I io FIXED GLASS 5'-10" D.P.= +33.5 PSF O-44.8 PSF i-iN IN -ice IN 1-010 WIWI 14'-0" T.O.B.B. 12'-0" T.O.B.B. 11'-4" T.O.B.B. 9'-4" T.O.B.B. i� _ 0'-O" FIN. FLOOR SLAB 0 D.P.= +28.5 PSF O -34.8 PSF LEFT SIDE ELEVATION - AMERICANA CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) CEMENTITOUS FINISH ATTACHED TO METAL LATH 12 6� ATTACHED TO UNDERSIDE OF TRUSSES AT RUNS PER TRUSS MANF. (MAX. 8' O.C) PRE ENGINEERED WD. TRUSSES @ 24" O/C TYPICAL 12 �6 N 14'-0" T.O.B.B. � °O u 11'-4" T.O.B.B. O J. ENTR 10'-6" o OPENING ti TO DINING. ROOM a .o w COUNTER BEYOND ®M m®®M®® o LOW WALL OV. PATIO GREAT ROOM M FOYER 0"-0" - - - FIN. FLOOR SLAB � TYPICAL INSTALLATION „ WINDOW ASSEMBLY AS REQUIRED MANUFACTURER MARBLE CAULK SEAM AT ..; a WINDOW INSTALLA MORTAR OR i. GROUT ,� i"' •' ,.i ��.. DRYWALL FURRING TO JRY WALL *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 7 SILL IN FULL DRTAR BED AND HEAD JOINT STUCCO OR DECORATIVE CEMENTITIOUS COATING [.)tame PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION D.P.= +33.5 PSF GARAGE BEYOND O-36.3 PSF BUILDING SECTION A -A CONC. COLUMN 1x2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONC. OR MASONRY KE47HER STRIPPING BY DOOR MANF. 1-1/2" CASE HARDENED COIL PERIMETER SEALANT 2x6 P.T. BUCK RIPPED GARAGE DOOR NAILS AT 12" 0/C. MAX. CONC. OR MASONRY TO K107H OF DOOR JAM GALV. STL. VERT TRACK BY MANF. FASTENED TO C. OR MASONRY oA3co qo 1x6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENEE SET IN SEALANT FASTEN W/ 1/4" DIA. x 3-1/4" TAPCONS 3" FROM E.E. TRACK BRACKETS W/ qo COIL NAILS AT 12" 0/C. ° .O00 Q ° AND 12" 0/C MAX. 1/4"-20x1/2" CARRIAGE o°O o MAX. o° 0 BOLTS & LOCK NUTS DRYWALL BOARD DOOR TRIM GALV. STL TRACK CAULKING BRACKETS FASTENED 1"—ALUMINUM FRAME, FASTEN DRYWALL BOARD DOOR FRAME FASTEN TO BUCK W/ TO WOOD JAMB W/ TO STRUCTURE THRU BUCK CAULKING (2) 6 hAtV. x 2" 3/i6 4-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO W/ 3 16" TAPCON SCREWS 0 12 0/C, MIN, 1-1/4" EMB D DOOR FRAME SCREWS 0 2 -0 0/C uAMU.lS WIHW OF COLUMN W/ 5/8" WEDGE PERIMETER SEALANT FASTEN % BUCK W/ (2) 3/16"x2-i/2" TAPCON DOOR TRIM ATTACHIANT SHALL ANCHORS 0 2'-D" 0/C VERT. PREVAIL WEN SUBMITTED (6" MAX. FROM ENDS) AND STUCCO FINISH SCREWS 0 2'-0' O/C PERIMETER SEALANT W CoMPLETE INSTRU 170NS 2" FROM INSIDE EDGE OF 2X8 HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK DOOR THRESHOLD SET W/ 3 16" TAPCON SCREWS ® 12 0/C. MIN. 1-1/4" EMB ALUMINUM FRAME D `SECURE FRAME TO SILL DOOR FRAME FASTEN TO BUCK W/(2) 3/16"x IN CAULK & FASTENED TO SILL W/1 WITH SILICONE 2-1/2" TAPCON #8 x 1/2" SCREWS 0 18' O/C PERIMETER SEALANT 1L/ �" CAULKING SCREWS 0 2'-0" O/C PERIMETER SEALANT STUCCO FINISH CONC. OR MASONRY FLOOR COVERING FLOOR COVERING 1x2 MIN. P.T. BUCK SET IN OOo 0 0 80 ¢ ' SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12' 0/C. OQo 10 . Oa . :... .o•f•'• 0 O QOoo �. O 0 0 oop ' ob ,O o 0 ° MAX. PRECAST OR POURED SILL 1 BAR GROUT BED CONC. FLOOR DRYWALL BOARD CAULKING A PERIMETER SEALANT CONCRETE SLAB PERIMETERSEA ANT STUCCO FINISH JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) SILL DETAIL (DOOR) WINDOW ATTACHED ACCORDING TO FBC 170T4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P,T, HEADER, 4' MIN. EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & 1x PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. W a m w 9 Lu a w Z LuLu J LjJ z Q N w 3 n u 0 a LL Z Oa L � � t "I. Lo a • - "" i Lu • , g:11 i • OLL o 0 0 LLJ F y O Q J I W 1/4" = 1'-0" U.N.O. SECTIONS ELEVATIONS A-4 - MW 03 r ENG. AND APPROVED WOOD TRUSSES SEE TYR WALL SEC77ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICA710NS \ SEE PLAN 4'-0" CONE. MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL CONNECTION DETAIL ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CON0177ONS 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 — 8" CMU WALL CONNECTION DETAIL USP KCCQ44 OR / SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS 5680/ MAX. WOOD POST SEE FRAMING PLAN (6) i14'x2-i12" LG. SOS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 5645/ MAX. (i) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. A5 CONNECTION DETAIL NAIL SILL PLA7E THROUGH TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS ® 24" 0/C W/ 19/32' EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-i6d NAILS PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTIONS \ ACTUAL HEEL AND OVERHANG CONDI710NS 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) 16d NAILS TYPICAL TRUSS A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 1/7RUSS UPLIFT NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES (1) 5/8' ANCHOR INTO BEAM W/ 5" MIN, EMBED. SET IN EPDXY PRE-ENGINEERED WOOD ROOF TRUSS 0 24' 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONIC. 11E BEAM OR MASONRY BOND BEAM MAX. UPLIFT = 3965# A5 CONNECTION DETAIL 1/4" THICK PLATE HANGER?• 4" 9• m 3/16' N (2) i12" DIA. THROUGH BOLTS WEDGE ANCHORS DW/ 4" MIN. EMBED. r�) A5 CONNECTION DETAIL PER TRUSS MFR. a N "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 BF24/181T 2 4'-0' 10000 257 7184 106 BF32/1B1T 3 4'-0' 8859 250 5572 100 8F16/iB1T 4 5'-4" 5809 250 3057 100 BF16/lBlT 5 5'-4" 5809 250 3057 100 8Fi6/1B1T 6 3'-6' 10000 1057 9578 371 8F40/1B1T 7 4'-0' IOD00 0 7184 0 8F38 iB1T 8 5'-4" 1773 0 1135 0 8F8/1BiT 9 5'-4" 5809 946 3057 380 8F16/1B1T 10 4'-0" 2866 0 1753 0 8F6 1B1T 11 4'-0" 8859 1222 5572 365 8Fi6 1B1T 12 4'-0' 10000 920 7184 331 BF38/181T 13 13'-4" 504 0 555 0 8F8/1BiT 14 13'4" 2047 1611 866 621 8F24/iB1T t5 4'-0' 10000 257 7184 104 BF38/iB1T i6 10'-6" 1664 250 830 100 8F16/1Ell T 17 3'-6' 10000 408 7428 133 8F16/1Ell T 18 7'-6' 2882 771 1548 308 BF16/i131T 19 4'-0' 10000 400 7184 177 8F32/iBiT 20 5'-10' 1002 0 722 0 8RF6/iBOT 21 5'-10' 10000 462 5480 220 8F32/iBiT 22 2'-10' 10000 376 10000 250 8F56/1B1T 23 7'-6' 6288 1123 2436 412 8F24/iB1T 24 3'-6" 10000 390 9578 233 8F60/iB1T 25 B'-0' 5380 250 2151 102 8F24/1BiT 26 3'-6" 10000 390 9578 233 BF60/iBiT (3) 16D TYP 2 10d TYP. TRUSS REINFORCE VS OF GABLE ENE T-BRACE AT NAIL w/16d N, As CONN�., � ,.. ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 8" O/C 2x4 LADDER FOR O.H. 0 12" 0/C CONT, 20 LADDER PLATE ANCHORED TO GE TRUSS W/ i6d 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/ HILT] XDNI 2-5/8" I.G. 0 6" O/C USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS 0 EA, TRUSS VERT. WEB (24" 0/C) CONT. CONC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE 2x4 LATERAL BRACING 0 4'-0" O/C 8� NOMINAL HEIGHT QUANTITY OF 05 NOMINAL WIDTH REBAR AT TOP 5• TYP. 0 WALLS 4 "BUB Qi m aim 00 m m mm 00 m m mcd 00 cd cd cdcd oa PROJECT LOG ISSUED FOR START 11-08-18 ISSUED FOR PERMIT 12-11-18 7-5 8' ACTUAL NOMINAL HEIGH BF16-i13/1T BF24-OB/lT PROVIDED IN LINTEL (VARIES) 1' 8F24.1B/lT �Y 8F30-lB/lT Lu a m a o w Li W z --30 K U 6 QZ J Q Z pa �fo O a c c ra - 0 c rya m ro L v�cn.ac n w ci ruE4op-S afo �c_CA cuW.� cu = B as c 0:5- p� c E a O t0 c rp c aci E E o o 0 -GEso as co r�o u F- E CT �7 o S cn c c di E 9 _ Z o 0 :5 � m CL ®LL- J W 0 z u O W 2 ' o U J OJ W � I.-: 1/4" = 1'-0" U.N.O. STRUCTURAL PLAN A-5 MW - 03 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING PROJECT LOG ISSUED FOR START 11.08.18 ISSUED FOR PERMIT 12.11-18 a I F/Mm 10141 ►�i�i�i�i�i�i�i�i�i�i�i�i�i lip-4 li I TRUSS BEARING HEIGHT SCHEDULE a 'HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 Q HUS26 © HGUS26-2 © THDH26-2 Q HGUS28-2 Q THDH28-2 Q HHUS46 Q THD46 Q LUS24 Q JUS24 NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1"I"I Y 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 TRUSS CONNECTOR SCHEDULE FASTENERS VRAP PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Ff) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) 10d x 1-112' - 990 1980 335 670 245 490 TC-2 TA14 7 10d x 1-12" - 1205 2410 335 670 245 490 7C-3 HTWM16 8 10d x 1-f 2° 4 1 4" x 1-3 4' WAB. 1225 - 1225 - 1225 - TC-4 HTA16 9 IOd x 1-1 2" - 1870 2430 71 11310 270 1215 TC-5 HTW20 (20 10d x 1-12" 24 10d x 1-112' 1530 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 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. 0.113INCH NOMINAL SHANK DIAMETER ALL WOOD TO WOOD CONNECTIONS 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER SHALL BE USP HTW20 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH 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 I INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE I, 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" O C SHANK 6" O C SHANK 4" 0 C SHANK 4" O C BLOCKED AS SHOWN ON PLAN EXT, WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RA77NG 40120 19132 16" 0/C MAX 8d RING- SHANK 4' 0 C Bd RING- SHANK 4" 0 C 8d RING- SHANK 45" 0 C NAIL CORNER STUDS AT 4' 0/C MAX TYPICAL BLOCK FREE EDGES IN T. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 32116 15132 16" 0/C MAX, 8d RING- SHANK 6" 0 C Bd RING- SHANK 6" O C 8d RING - SHANK 12' O C BLOCK FREE EDGES X � < U � r 113 MAX. IBS. 856 MAX. LBS. E.E. m J TC-1 TC-1 ,J n N N N N N N LO Ir 783 MAX. LBS. E.E. TC-1 CD �- co a Q Q 913 MAX. LBS TC-1 N M V up) (O 1` 00 m C0 W (3 ,p o W 0 m w W W ul Z Z Z Q K �0 U r� a Z Oa 0 o o — o oE�= c u u fo L. (O E K O N d = te a. cu _ c ) c E a o m(o c o c! as o Lan o E E 012 d '� a E u - > o c(°I E mLu e c p S ``"'y y d On .o a �• ` O E Q u O� E f6 0 O 5 0m !C W u L N Q � r. O u- Q1 o 0 0 W o 0 i a W _3 2: V) 1/4" = V-0" U.N.O. TRUSS PLAN A-6 MW = 03 ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE $ SWATCH 4 TELEVISION JACK so SMOKE DETECTOR F.P.&L METER & DISC. AT 12" A.F.F. SINGLE POLE PRE WIRED EEII QII� RECEPTACLE THREE TCH ® SMOKE / MONOXI E DETECCTTOR MONOXIDE ® B ATPLEX BASE 3 WAY AT012" A.F.F. PANEL QD DUPLEX RECEPTACLE SWITCH (7 HVAC ❑J SWITCH EXHAUST C AT 8" ABV COUNTER 4 FOUR WAY T 'THERMOSTAT DISCONNECT FAN " DUPLEX RECEPTACLE �R SWITCH Q INTERCOM �.p X PADDLE FAN W/ OR WO/ LIGHT F� EXHAUST FAN W/ LIGHT FLUSH IN FLOOR RHEOSTAT AT 60" A.F.F. II GFl DUPLEX GROUND FAULT RECEPTACLE �D SNTCH DIMMER ® L 12H A.F.FONE . AT LIGHHT FIXTURE RELEASE Q� DUPLEX RECEPTACLE �K SNATCH TELEPHONE OUTLET INCANDESCENT LIGHT FIXTURE CLG MN7EQ. v Q VOLUME II TOP REC. SWITCHED KEYED FLUSH IN FLOOR CONTROL Q� DUPLEX RECEPTACLE I� SECURITY ® SPEAKER INCANDESCENT LIGHT FIXTURE WALL. MNTED. QUADRUPLEX IIwP WATERPROOF I KEYPAD IN CLG. RECEPTACLE TUC DUPLEX RECEPTACLE JUNC77ON SECURITY ® HI HA T ® LOW VOLTAGE UNDER COUNTER BOX LIGHTS CLG. MOUNTED TRANSFORMER O INTERCOM p DOOR ® RECESSED © HI HAT FB FAN BOX I STA77ON I CHIME EYEBALL 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 5 10.0 0 1 WALL OVEN 2 50 6 10.0 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 1 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 14 GEN. LIGHTING 1 15 14 7.3 0 148.21 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 CALCULATION NOTES; A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2449 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7347 / 14 (GEN.LTG.CIR.) = 525 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. (1) SETS OF (3) /4/0 AWO, 7HWN IN 2 CONDUIT 200 AMP SERVICE p METER DISC. CO "A" PANEL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDA710N 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0—SC91206 KIDDE SMOKE-21007581 C/O 21006377—N NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F.F. IF APPLICABLE PROJECT LOG ISSUED FOR START 11-08-18 ISSUED FOR PERMIT 12-11-18 W � o � J r W a' ui LJJ = a w 3 Lu z Z ��� 3 O Q 0 a Z o 0 a O Ln L rD j Q Q Q 5i O O +L+ -O C cn QJ T G £ fO E `" o rn 2 rOC{ C (7 N 0-0 c r0 C ET C O r0 0 C N j C d a� E E O fO Q $ E O O d C _O O L cVcnn a7 orrO C U E CT C Ln C = (n _O a E D r� U U 2 Z V d L V -O tu q� 0 LC � N OLo (L% c s 0y U el -0 sw./ 0 Ci Wm J Ln CV fV h O J a U W � o L„ rn O Q J 1 OLU _1 2: U) 1/4" = V-0" U.N.O. ELECTRICAL PLAN E-1 MW = 03 PROJECT LOG ISSUED FOR START 11-08-18 ISSUED FOR PERMIT 12-11-16 HB ® ®®Immilikiii ® a ® ®WINN ®® ® ® O 0 5 AF T wIx6x4 1QDxlDx7 26 MASTER ® COVERED �� ® ® 107CFM B T ® a o ® SUITE LANAI NOOK $ w TOTAL AIR 12") W R.A.G. W w LL LL VOLUME CUBIC lox lox? W/ 6" W. D 3 w BEDROOM 2 FEET = 22218 126 CFM FLEX Z J n 1#xlox ✓ z ®® \� 119 CFM o Q 4"0 Z 7"0 7"0 O uQxl0x7 l6x1®x7 p 116 CFM 70 1 t6 CFM GREAT ROOM 7"0 16"x16' 7„0 1®x101x7 KIT [00007 7"0 W/12"0 123CFM0 FLEX 675 CFM ._ 0 m —° ) >, — 0 0 c fl- 0- R X x -0 '� 0 ,� 0 10 11 CFM -0 � r° E -� co 4 0 JQ 12„0 6 0= a 0 •a' 6x6x5 4"0 3�N c = � --0 0 ® - 34CFM HIS E Lfi'� 0 � o HERS 7„� o o q p- 1ox1®x7 cu E E 0 m o 127 CFM 7„0 s � Fm4""� R Or coa" ca- > � 0 0 12"0 "Ox19x7 -9 cOn a c co0 14"0 127 CFM BEDROOM 3 "' � � � .s 0 6"0 20"x2O" d E _ a racu o 7"0 10x10x7 u ® 50 CFM 133 CFM UTIL. Z 12"x12" mST 6 x 6 x 5 R.A.G. "'c 6 x 4 30 CFM "O ® 2 CFM lOx1Dx7 6x6x5 DINING FL Z ® 125 CFM 46 CFM 70 51'0 O ® 4" 0 DRYER E FOYER EXHAUST o AHU-1 BATH 2 ® " 0 5+0 CFM 4-TON $® FM CY u ° EXHAUST \ ®® vi 5„0 45 CFM EXF UST Q L d S 6x6x4 O ® 0 U 'a Fu 6 M 4"O ° o ° U s ® MASTER COVERED (7MECH c an ® BATH ® am ® 1�® ®® ® w ® ® ENTRY `1 ` o ® ® ® ® ® ® o miHimi N ® 22"x54" ® h. PULL DN STAIR W/SW oil I 2 it V CU-1 v NOTE: 4-TON ALL RETURNS SHALL HAVE DIRECT DUCTING TO RETURN AIR PLENUM BOX. DO NOT SCALE PLAN 2 CAR GARAGE ® o z 0 O ® m 0 W M � W OJ 2:U) 1/4" = 1'-0" U.N.O. MECHANICAL PLAN M-1 MW = 03 APPROVED TRNSSANNA SQUARE CUT OVERHANG r �� �rr�e��r4►� TRUSS BEARING HEIGHT SCHEDULE RECEIVED FFB I o 2019 ST. LII jP TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 &HUS26 © HGUS26-2 0 THDH26-2 HGUS28-2 (D THDH28-2 (3 HHUS46 0 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—Bt Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNEC)ED 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 DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing tinder. 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 TE Trusses shown n is layout are a comport t po of the building and show tr location. Proper erection, temporary and permanent bracing 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. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR, PERSONS ERECTING TRUSSES ARE GAU IIGNED TO SEER PROFESSIONAL ADNCE REGARDING ERECTOR BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE 'BC5—B1 Summary Sheol COMMENTARY and RECOMMENDATIONS fa HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (M). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO 171E TOP CHORDS, (LEY SHALL BE BRACED AS SPECIFIED W 111E TRUSS DESIGN. TRUSSES SHALL BE HANDLED tMIN REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE © CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR Ail REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO T HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope)/ASCE 7-10(Low Rise) Exposure Category : C —'Bldg Category : 2 Wind Design Velocity :1CL4 MPII Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 16 Brian M Bleakly SBucl Eng 176051 2590 N. Kings Highway Fat Place, FL 34951 (T72) 4W4160 BLK: Lucie Count FL Avalon Americana !)ndriwond 1/4 =1 —0 "111 /29/18 pl-,a Avalon—gr