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HomeMy WebLinkAboutBUILDING SITE PLANS71 GENERAL NOTES GONTNs ENERGY CONSERVATION NOTES CONTIN: ELECTRICAL NOTES b. RE[WORCIN6 STEEL SHALL BE LAPPED 4b BAR DIA. MIN. WHERE SPLICED AND SHALL I. TYPE OF CONSTRUCTION: TYPE V, UNPROTECTED, GROUP IRS OCCUPANCY PER B. CONSTRUCTION SHALL BE IN AGGORDANGE WITH A.G.I. 530.1-II/A.S.GE. 6-II/T.M.S. 602-II, 3. 7T2U55E5 TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MIS/G. EQUIPMENT. I. CONTRACTOR SHALL VERIFY WITH F.P.4L. THE LOCATION OF SERVICE AND SHALL FLORIDA BUILDING CODE 6TH EDITION (2011). BE WILED TOGETHER. PROVIDE CORNER BARS SAME 5IZE AND NUMBER AS HORIZ. BEAM U RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 201E ENERGY 5MCIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON LOCATE METER 4 PANELS AS REQUIRED. REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. CONSERVATION RESIDENTIAL. FOR MASONRY STRUCTURES. TRUSS DRAWIN65.1HE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING GODS AS ADAPTED BY THE 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO COORDINATION BETWEEN THE TRUSS DESIGN AND AIR CONDITIONING DESIGN 2. ALL WIRE SHALL BE THHN COMM. UNLESS NOTED OTHERWI5E. T. PLACING OR DEEM IN BAR LISTS SHALL CONFORM 5 AGI 5 "MANUAL OF STANDARD UNCONDITIONED SPACES SHALL BE WEATHER5TRIPPED AND INSULATED TO A COUNTY AND ALL APPLICABLE AMENDMENTS. G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THEREQUIREMENTS. PRACTICE FOR DETAILING REINFORCED CONCRETE GON5IRLGTION A5 PUBLISHED BY THE LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD BUILDING OFFICAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 5. WHERE REQUIRED BY OTHER CODE5, SERVICE AND FEEDER CONDUCTORS SHALL BE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. FRAMED OR EQUIVALENT BAFFLE OR RETAINER 15 REQUIRED TO BE PROVIDED 4. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, COPPER OF EQUAL AMPACITY. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. ACCORDANCE KITH SECTION 21222.4 FB.G. WHEN LOOSE FILL 15 INSTALLED, TO PREVENT L005E FILL FROM SPILLING INTO THE COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM FOUNDATION NOTES LIVING SPACE. b. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT DRAWIN65, 516NED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 4. ALL BRANCH GIRGUIT5 IN RACEWAY OR NON METALLIC, SHEATHED CABLE. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 5. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE i PROVIDE AN APPROVED M015TURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO ENERGY REQUIREMENTS OF THE FB.G. CHAPTER 13 ENERGY EFFICIENCY. I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b" X b" X WI.4XWI.4 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR T. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. CONSTRUCTION. W.W.M. OR FI5ERME5H ON 6 MIL VISOUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL ANDLEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. EACH LIFT OVER 4'-0" HIGH. GLEANOUTS SHALL BE SEALED AFTER GLEANING A PRE TREATED FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF INSPECTION, AND BEFORE GROUTING. 6. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SWINGING DOORS T. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, EGT. SHALL VERIFY ALL OF THE SLAB DEPTH AND MUST BE SUPPORTED AT 5'-0" 0/0 EACH WAY WITH IN WINDOWS, RATE HOFF NO MORE THAN 0AND SLIDING GLASS DOORS SHALL HAVE AN AIR USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT COLLAPSE SPECIFICATIONS. DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, EGT. APPROVED MATERIALS. INFILTRATION RATE .3 CFM PER SQUARE FT, AND STEEL NOTES OR DAMAGE. NO MORE THAN 0.5 GFM PER SQUARE FT AND MUST BE TESTED LISTED AND T. PROVIDE DISCONNECT SWdTGH OF SIZE AS REQUIRED BY LOAD AND UNITS. 8. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED 2. ALL REINFORGIN6 STEEL TO BE GRADE (20.LABELED IN ACCORDANCE WITH R402.4.3. 0. T. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL b. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C, EQUIP. AND AT BY THE ENC1 EER AS CONSTRUCTION PROGRESSES. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EFL) DISPLAY CARD 1. STRUCTURAL STEEL SHALL CONFORM TO THE A15C "SPECIFICATION FOR THE DESIGN, PROVIDE ALLOWABLE STRE55 VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBER 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS IN ACCORDANCE WITH FBG 201E ENERGY CONSERVATION R401.3. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 5UILDIN65" , MATERIALS SHALL USES. 10 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. q. ALL WRITTEN DIMENSIONS ON THESE DRAWIN65 TAKE PRECEDENCE OVER OTHERWISE NOTED. CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: W SHAPES - Agg2/A K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER 6RADIN& AGENCY. RECOMMENDATIONS. SCALED DIMENSIONS. gglM-Oba, OTHER SHAPES - A36/A 36M-06, PLATES A%/A 56M-06, BOLTS - A 301-01b q. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, 4. FOOTING DE516N BASED ON A55UMED 501L BEARING CAPACITY OF 2500 P.5.F., TUBULAR - A5TM A500/A500M-13 GRADE B (46 K51) b. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR SOIL BEARING CAPACITY MASONRY NOTES CHANNEL TYPE STUDS AT 24" O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH I/2" LAUNDRY AND WET BAR OUTLETS PER NEC 210.8(A). UNITS SHALL DISPLAY LABEL5 5HOWIN6 COMPLIANCE WITH THE F.B.G. ENERGY REPORT BY A FLORIDA REGISTERED ENGINEER. GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL CONSERVATION CODE. 2. WELDED CONS GTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 5GREW5 AT 12" O/C MAX. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS S. ALL SITE PREPARATIONS 4 DRAINAGE RECOMMENDATIONS MADE IN THE 51TE I. CONCRETE UNITS TO BE A5TM C qO-IIb. ASTM GRADES NI OR NII. PROVIDE PRECAST "STRUCTURAL NEI DING CODE". ELECTRODES FOR FIELD AND SHOP WELD5 SHALL BE RI SELECTED BY OWNER. 11, RESIDENCE LOCATED IN NEGLIGIBLE WEATHERIN6 AREA, AND IN VERY HEAVY SPECIFIC 6EOTECHNIGAL REPORT MUST BE STRICTLY ADHERED TO. LINTELS A5 NECESSARY. (f'm = 1500 P51) A.W.S. A5.1 ETOX . TERMITE INFESTATION AREA PER FRG 301, q. METAL LATH OVER SHEATHING SHALL BE 5/b' V-&ROVE OR LED. G IN65 AND 50FPI75 SHALL BE HIGH RIB TYPE. FASTEN TO SOBTATE AT 4" C AS FOL OW5; I II. PROVIDE PRE -WIRED TELEPHONE OUTLETS A5 SHOWN ON PLAN. 12. INTERIOR TO BE 1/2" DRYWALL FINISH. 6. FILL PLACED WITHIN V-O" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF 2. MORTAR TYPE M PER A5TM G ZTO-Oba. PLAN NOTES CONCRETE: 5/4" LONG STUB NAILS W/ 5/5" HEAD. HORIZONTAL VERTIG WOOD 2. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS SHOWN ON PLANS. GLEAN WELL GRADED SAND IN 12" LIFTS MAX) AND VIBRATORY COMPACTED TO FRAMING MEMBERS W/ NAILS OR 5TAFLE5 TO PROVIDE AT LEA T 1-3/4" TRATION 15. ALL INTERIOR GYPSUM BOARD TO BE MIN. 1/2" THICK WITH (15 GAGE, 13/6" LONG, ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR A51M D 1551-01. 5. CONCRETE FILL 1. A PERMANENT 56N WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED INTOOD R�IZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRA TICAL 15. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN b DUPLEX RECEPTACLES. O.Ob HEAD; ORgB" DIAMETER, I/4" LONG, ANNULAR-RM BOARD 5D COOLER NAIL, FOR REIN5PECTIO AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN WO FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS 0.086" DIAMETER, 15/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" T, AFTER STANDARD GLEANING AND GRUBBING HA5 BEEN COMPLETED AND APPROVED; A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 P51 DIAMETER, 1 5/6" LONG, 11/32" HEAD) SPACED AT T" O.G. FOR NAILS AND 12" O.G. FOR APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING PEA GRAVEL CONCRETE. SHALL BE POSTEE NEAR THE WATER HEATER OR ELECTRICAL PANEL. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF, LATH, OR BE BENT 14. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SEC. 410b. OVER A RIB WHEN RIB LATH 15 INSTALLED'. SHEATHING: 14 GAUGE STAPLES LEG, T/Ib" SCREWS. GROUND. 2. PROVIDE 3" 5 EL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT CROWN METAL MTL. FRAMING: SELF TAPING SCREW5 #12 x 1/2' WASHER HEAD STAPLES I 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE AtRC,- 14. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER DEMENT OR CLASS MAT B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER SHALL NOT BE USED FOR SOFFITS OR CEILINGS GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 128S, C 1525, C 1116, OR C 1218 AND b. SPLICES SHALL BE 48 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND (HVAG, EHW, WA R/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G. PROTECTION PER NBC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNED TO INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AS BACKERS CHAN6E5IN DIRECTION. CORNER BARS SHALL BE 4b BAR DIAMETERS EACH. WAY. G. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF q"-II" MAX., WHICH MECHANICAL CODE. ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BA R BACK-UP. 10. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING I DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND 51MULT NEOUSLY. FOR WALL TILE IN TUB AND 5HOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER MEANS THAT THE CONSISTENCY SHALL BE A5 PLUID AS POSSIBLE FOR POURING WITHOUT 3. PROVIDE Ix2 PT. FIRESTOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A 05L. FRG T02.4.1 4 FRG 102.4.2). 10. MAXIMUM ETEKAT FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN. SE6RE6ATION OF THE CONSTITUENT PARTS. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHER LOCATIONS PER LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER 16. PREWIRE FOR GARAGE DOOR OPENER SENSOR. - MAXIMUM WA1ER/GEMENT RATIO MUST N07 EXCEED 0.65. 15. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE F.B.C. SECTION R302.11. BARRIER. 1'1. PROVIDE ARC -FAULT CIRCUIT INTERRUPTOR PROTECTION IN Dl ELLIN6 UNIT LIVING, GREATER THAN 450. ENGINEER. 4. ALL GLAZING WITHIN 24"(46" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE IL PNEUMATIC FASTENERS SYSTEM TO BE HILT] -COIL NAIL PROGRAM. TYPE TO BE CRF DINING; FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOM5, 5UNROOMS, CLOSETS, HALLWAY5 16. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT BEAM SCHEDULE NOTES 1126 1-1/2" LONG AND .120 DIAMETER U.N.O. GREATER THAN 200. 4. REINFORCING: TEMPERED. ALL WINDOW5 OR GLASS ENCLO5URE5 AT OR WITHIN 56" OF TUBS AND OR SIM. ROOMS PER NEC 210-12 (5). SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN I&: PROVIDE 6ROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, C ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A 12. D LOADS DS PER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED VERTICAL: SIDELIGHTS, SLIDING CLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. SINGLE-PHASE 15 AND 20 AMP GIRGUII'S SERVING: BATHROOMS, GARAGES, KITCHENS; CRITICAL RADIANT FLUX NOT LESS THAN 0.12 NW1T PER SQUARE CENTIMETER. I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.EJ OF BEAM OR WIND LOADS PER F.B.C.FB.G. 201T. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE THROUGHOUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE AGGE50RY BUILDINGS, OUTDOORS, OR WITHIN 12" OF EDGE OF ANY SINK. A. ASTM A615/A bISM-0q. PER REINFORCING SECTION (GRADE 60). 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FR6316. 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CRSI BAR BENDS UNLESS OTHERWISE 5. EGRESS WINDOWS'HALL HAVE A MINIMAL NET OPENING ID 24" HIGH, HE WIDE, AND MIN. I Ig. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2O0f GFM OR MORE. 18 PER FRG 102.2.1 ALL GYPSUM BOARD MATERIALS AND AGGE550RIE5 SHALL ��' B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR let FLOOR WINDOWS. ' SMOKE DETECTORS To BE IIOV W/ BATTERY BACK UP - ARC, FAULT CIRCUIT c CONFORM TO ASTM G 36, G Tq, G 415, C 514, G 630, G 131, G q60, G 1002,0 1041, G 1171, 2 ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH MECHANICAL NOTES SMOKE DETECTORS TO BE INTERCONNECTED 50 THAT ONE SMOKE DETECTOR A.F.P.MAX. A L ACTIVATES SMOKE DETECTORS F G IITb, G 1215,0 1315,0 13g6 OR G 1658 AND SHALL BE INSTALLED IN ACCORDANCE IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. AT 54 .F.F. M IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4' D" DROP, THE 51L ALL TORS IN THE RESIDENCE I WITH THE PROVISIONS OF FRG, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM SHALL BE NO LE55 THAN 56" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. 1. ALL HEATING, AIR CONDITIONIN6, REFRIGERATION AND VENTILATION EQUIPMENT SHALL BOARD SHALL CONFORM TO A5TM C 551 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE 20. CEILING AREA 110 V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 FT. FROM BEAMS ONLY. ALL SLICES TO BE A MINIMUM OF 46 BAR DIAMETERS, FROM THE MASONRY. 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION. THE DOOR TO BATHROOMS, WASHER/DRYERS, A/C, SUPPLY AND RETURNS 4 KITCHEN5. q INSULATION MATERIALS, INCLUDING FACINGS, SUCH A5 VAPOR RETARDERS OR VAPOR SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING 4, BUN= ALL STRUCTURAL BEAM TOP GARS IN PAIRS OVER SUPPORTS WITH TOP BARS D. VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED IN 1. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNE55 SHALL BE DETERMINED USING 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS, THE PHOTOELECTRIC TYPE. ASSEMBLIES, WALL A55EMBLIE5, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME FROM ADJACENT BEAMS. (UNQ). SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX THE COLUMN SCHEDULE. TABLE 2405.3 4 .3A OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E 64 OR UL 125. M 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA56 THROUGH RATED 21. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR 5. DROP BOTTOM OF TIE BEAMS AS RE_<OARED AT WINDOW 4 DOOR HEADS (28 MAX) " E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE b. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.G. SECTION 24-13 UNLESS ASSEMBLIES IF ANY. SLEEPING PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR ADD 2-K5 BOTTOM IF DROP EXCEEDS b . CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME CONCRETE NOTES REINFORCING BARS TO CONTINUE UNINTERRUPTED. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER b. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED b TO FIT BLOCK A5 SET FORTH IN CHAPTER 16. JUMPERS OR TRANSFER GRILLES. I UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. ARK HORIZONTAL: I. CONCRETE SHALL CONFORM TO ASTM 614/0 114M-01, SHALL HAVE A MAXIMUM q. PICKETS AT STAIRS, LANDINGS 4 BALCONIES SHALL BE SPACED TO PREVENT 5. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV, 22. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR WATER/CEMENT RATIO OF Ob5 AND SHALL HAVE 5000 PSI COMPRE55IVE STRENGTH IN T. ALL ADDED L06ITUDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM PASSAGE OF A 4" DIAMETER SPHERE. ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 28 DAYS ( UNLESS NOTED OTHERWISO ALL CONCRETE WORK SHALL BE IN ACCORDANCE SUPPORT UNLESS OTHERWISE NOTED. SCHEDULE. PADS SHALL BE A MINIMUM 4'-O"xc!-O" PAD FOR DOUBLE UNIT. WITH AGI 316-11 AND AV 301-10. ALL CONCRETE MA50NRY WORK SHALL BE IN 10. IN ZERO LOT LIKE HOMES: DRYER VENTS, EXHAUST FANG 4 KITCHEN HOODS SHALL NOT 26. TAMPER RESISTANT RECEPTACLE5 ARE REQUIRED IN PHELLIN6 UNITS IN ALL AREAS ACCORDANCE WITH ACI 550-11. a. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q GAGE LADDER VENT THROUGH THE 51DE WALL AND MUST MAINTAIN A 10'-0" SETBACK. q) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. SPECIFIED IN NEC 210.52 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC 406.11 5PECIPICATION5. TYPE REINFORCEMENT SPACED NOT MORE THEN 16" 0/0 VERT. REINFORCEMENT SHALL PLUMBING NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LESS FRAMING ,NOTES 24. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND FOOTIN65 . 3" BEAMS AND COLUMNS: 1-1/2" q. ONE-OUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT THEN 24" BEYOND THE OPENING. PROVIDE b" MIN EMBEDMENT INTO CONCRETE COLUMNS 6?OUNDIN6 CONDUCTORS SHALL BE PROVIDED FOR N, GOMMUNIGATIONS, RADIO, BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "A' TENSION LAP SPLICE AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T" INTERSECTIONS. I4 CAN, ETC. PER NEC 250.g4. ON EITHER SIDE OF SUPPORT. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405; 3. REINFORCING STEEL: GRADE bO (FY=b0.000) A5TM Ab15/A 615M-0q. FBG g, ��; I. FINAL SIGNED A SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MJST BE i .5. A MINIMUM OF i5 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL 10. SPLITIN6 OR CRACKING OF STRUCTURAL COMPONENTS DUE TO IN5TALATION OF SUBMITTED TO THIS ,OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DESIGNERS MUST 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.5, FB.C. .SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF'15% OF THE PERMANENTLY HARDWARE 15 NOT PERMITED. 3. V15PO51TION OF RAIN WATER SHALL COMPLY WITH F.B.G. PLUMBING CODE CHAPTER 11. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" A5 PUBLISHED A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530-11/ A.5.C.E. 5-11/T.M.5. 402-11, PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN. jI INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM OFF THE FROM ROOF JACKS. 1 VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. II. UNLESS OTHERWISE NOTED, THE INSTF:J_!-ATION OF SPECIFIED HARDWARE SHALL BUILDING GORE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON 2. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. THE NUMBER OF PLIH5 OF THE BEARING MEMBER WHEN THE BEARING MEMBER 15 (2) OR b. SHOWER COMPARTMENTS AND W4LL5 ABOVE BATH TUBS WITH SHOWER HEADS SHALL . 126. RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 12. LINTELS SHALL HAVE A MINIMUM 4` FEARING EXCEPT RECESSED LINTELS SHALL MORE PLIES UNLESS NOTED. BE FINISHED WITH A SMOOTH, NONAB50RBENT SURFACE TO A HEIGHT NOT LE55 THEN CONDITIONED AND UNCONDITIONED SPADES. SUPPORT ALL LOADS DURING CONSTRUCTION. HAVE b" BEARING. "10 INCHES ABOVE THE DRAIN INLET. CODES USED: Qo PROPOSED RESIDENCE FOR: I JURISDICTION : CITY OF PORT ST. LUCIE, FL D - FLORIDA BUILDING CODE &TH EDITION (2011) I CODE : 201E FLORIDA BUILDING CODE b TH EDITION M U R RAY RESIDENCE - NEC, (NFPA TO) 2014 Q PROJECT ADDRESS :SEE TITLE BLOCK PROJECT NAME: MURRAY RES. - AS.( T-10 a P Qd - FBG 201E PLUMBING CODE, FBG 201E MECHANICAL CODE, FBG 201-1 ENERGY ARCHITECT/ENGINEER: J05EPH P. McGARTY A 09 ° CONSERVATION CODE o Q o � TYPE OF GONIT2UGTION : GBS : X FRAME BUILDING DESIGNED : ENCLOSED X OPEN PARTIALLY ENCLOSED D RAW I N G INDEX WIND SPEED (3 SECOND GUST) V u1t : ]TO mph WIND SPEED (NOMINAL) V asd : 132 mph 6-1 COVER SHEET .o o00 F-I FLOOR FIN15H PLAN EXP05URE : TM _ A I FLOOR PLAN INTERNAL PRESSURE COEFFICIENT: 0,1& A-2 ELEVATIONS IMPORTANCE FACTOR, 1_0 BUILDING RISK CATEGORY (12,3 OR 4) A-3 ELEVATIONS 4 SECTIONS MEAN BUILDN6 HEIGHT :.3 FT. 5-1 FOUNDATION LAN OVERHANG : Inches ROOF PITCH : / 12 5-2 FRAMING DETAILS COMPONENTS 4 CLADDING WIND PRE55URE5.: 24.2 7 -52.4 P5F (ACTUAL BUILDING OE51ON FRE55URE5 FOR WINDOWS AND DOORS LISTED ON PLANS) 5-3 FRAMING PLAN k I 5 4 BEAM HEIGHT PLAN ROOF DEAD LOAD : 15LIVE LOAD : 20 r 5-5 BRACING PLAN FRAMED FLOOR LIVE LOAD: /A P5F DEAD LOAD: WA E-I ELECTRICAL PLAN ��RS ' YES - F T = PIERCE 1 gj�I fiy4t 4 M-1 HVAG PLAN IMPACT RE515TANT ASSEMBLY YES X NO PLAN / ELEVATICN SYMBOLS LEGEND �® FOUNDATION TION PLAN IT FILLED CELLSEE ���� A5 NPOTOTTED HEIGHT CONCRETE COLUMN t%1'�'.CC!/1Cl/1C!/1Ll/lA HEIGHT AS NOTEDROPPED D CONSTRUCTION -LPL - Z PLANR ELEV. SEE ------ PrA,R!NG PRAME I HOUR FIRE RATED cON5TRUCTION WALL FRAME CONSTRUCTION Ulltlll1111 MASONRY CONSTRUCTION ABOVE OR BELOW TYPICAL E E BEAM HEIGHT ELEV CHANGE I /vl ^ 5O` C/ 0'-0" FIN. FL. SLAB FLOOR ELEVATION 1� SITE revisions WINDOW SCHEDULE V& TYPE STYLE SIZE M.O. D.P. NOTES W H W H + 001 F.G. PICTURE 2'-0" T-0" 25" 36.5" 37.84 41.05 002 SH2864 SINGLE HUNG 2'-8" 6'4" 65" 76.5" 35.14 38.35 003 SH2864 SINGLE HUNG 2'-8" 6'-4" 65" 76.5" 35.14 38.35 004 T.G. SIDELITE 1'-0" 8'-0" 70" 99" 34.14 37.35 005 T.G. SIDELITE 1'-0" 8'-0" 70" 99" 34.14 37.35 006 T.G. PICTURE 4'-5" 2'-6" 54" 30.5" 37.84 50.67 Obs. 007 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 27.5" 76.5" 37.84 41.05 Obs. 008 SH16 SINGLE HUNG 1'-7" 6'-4" 1 20" 76.5" 37.84 41.05 009 SH16 SINGLE HUNG 1'-7" 6'4" 20" 76.5" 37.84 41.05 010 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" 35.59 38.80 011 SH16 SINGLE HUNG 1'-7" 6'-4" 20" 76.5" 37.84 41.05 012 SH16 SINGLE HUNG 1'-7" 6'-4" 20" 76.5" 37.84 41.05 013 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" 35.59 38.80 Egress 014 SH14 SINGLE HUNG 1'-7" 4'-2 1/2" 20" 51.25" 37.84 41.051 T.G. Obs 015 SH26 SINGLE HUNG 3'-1" 6'-4" 38" 76.5" 36.14 39.35 Egress 016 j SH25 SINGLE HUNG T-1" 5'-3" 75" 1 63.5" - - 017 1 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 1 63.5" 1 - DOOR SCHEDULE M K STYLE DOOR M.O. D.P. NOTES WD HGT W H + 001 SINGLE EXTERIOR 3'-0" 8'-0" 70" 99" 34.14 37.35 Main egress do not shutter 002 SINGLE EXTERIOR 2'-8" 6-8" 37" 83" 36.14 39.35 1 1 Lite 003 SLIDING TRIPLE EXTERIOR 12'-0" 8'-0" 144" 96" 32.31 35.511 S.G.D. 004 SINGLE EXTERIOR 2'-8" 6'-8" 37" 83" 36.14 39.35 Ext 1-lite 005 OVERHEAD 16'-0" T-0" 1 192" 84" 31.95 38.88 Garage dr 006 SINGLE 2'-8" 6-8" - - Int solid core w/closer 007 SINGLE 2'-8" 6'-8" - 008 SINGLE 2'-4" 6'-8" Upgraded dr 009 SINGLE 2'-8" 6'-8" 010 BIFOLD DOUBLE 6'-0" 6'-8" 011 SINGLE 2'-8" 6'-8" 012 BIFOLD 2'-0" 6-8" 013 BIFOLD 3'-0" 6'-8" 014 SINGLE 2'-8" 6'-8" - 015 BIFOLD DOUBLE 6'-0" 6'-8" - 016 POCKET 214" 614" - 017 POCKET 2'-6" 6'-8" 018 SHOWER 2'-4" T-0" T.G. 019 SINGLE 214" 6'-8" - 5q'-10" q'-10" C ,_5„ ® 0 0 ® 0 0 ry ry e B.o. BM • a'-o" B.o. BM • e'-o° BEDROOM 3 ® ® ® 2'-2" q'-4" 2 2" -------•- - q'-4"GL6. <t -- ---- FAMILY O I ry 1 w ROOM ^BB OUTDR SHWR -O' HD. I ® q'-4' TO 10''4" YP. A-g _, A3 p a m 22'_V1 4 m 004 p - IR15 LANAI NI W.I.C.N rE=:::l ® q 4 o ----5� I 2'-1° T_4" �,_i" 5'_8„„ - 101.011 (V E) ry _0u i 14 r q _ - oos B THRM '-4" GL6. \ /// \ I 13 TUB/SHWR coMBo p MASTER 012 _ olb �y / + I d w. I s 5H m METEf t MAIN d D15 ONNEGT B E R 7M I- - -� --- T o GOP 1' 4" T . GL6. // BL 10'-4" I I / O 51NK = 014 ew 1 / / W/D15P. MICRO O O I I b' DEEp JEAM5 IN 12" T, r AGGU #dr iv II RANGE L EF�RED GL6.�1 (/r/ GSO3® b" KITCHEN O I \_ _ - 3'-10" 2' 4" _ _ _ I 10'-0" 6L6. 5'-4" I rLIVING� liv 5'-10" 3'-10 2'-8° 2, 4„ 0" II'-b° I5 Q - ROOM I o F___ BEDROOM Z - V TO -0" ry LO WALL I GARBAGE P.O. I q'-4" GL6. O . 0Typ I 1110'-O� �- J I---J L - - - - ry I- PANTRY `�i I 015 L m ry a- - - - - - J - 12'-2" 3'- 3' 8" REFS -ry = ry IN II Q L L J I_ OI o 200 AMP A 12II"xll2 - q�,BEARIN620'-O" ELEG. PNL.E.H.H.- in BOX COL. TO GL6. 3'-q" 2'-b" WALL ®q -' - - - - - .r v O ry _ _ M. BATH O ❑ m 6 m T.O. 2x4 NV. BEARING WALL • b'-4" - - - N q'-4" GL5. FOYER 42" HIGH WA ALFLL W/GAP - EXTEND CURB 3'- 8'-8" 0'-Oi' BEYOND WALL BY 2" DNING col q T" AR yT RIOOM 007 L- I B in 10'-0" GL6. T.O. 2xb HO. BEARING WALL ® 5'-4" i DRY R TR 7 PULL DN Sr ra L J�bPG LT. J I O TP 5 4 UTILITY REG'D T _ q' "GL6. /2" THK 6YP5UM ry ORD APPLIED EACH 51DE g OF WALL5 KKR-11 MIN O BATT5 TYP ry o ®® ® o ® 0 GARAGE I 005 - 9 0� 00 PORCH �t - 9 � a'-4" GL6. aH I - ©= I d�� 10'-0" GL6. m o 13'-2" of 3'- I" 3'- f" 3'-2'I b' " 2'-8 I/2" 4'-0 I/2" 4'-O I/2" 21-8 I/ 2'- -10" 20' O" I PORCH 6 ten, q'-4" GL6. - - - B.O. BM - -®-b'-0" - - - - - - - --a - " - - - - - - - - - - - B.O. BM a' B.O. BM • a'-8" I m � ry FLOOR PLAN SCALE : 1/4" = I'-0" CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 1963 SF 1963 SF NON CONDITIONED AREAS FRONT PORCH 207 SF 2 CAR GARAGE 446 SF COV'D PORCH 301 SF 953 SF GROSS AREA GROSS AREA 2916 SF U W ® Z > UJ LW/ Ld.. 0 O= }' LL1 00 O LU C) M N a- LLIJ Q V N E- O c� G i- Is.. La_ li] 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM o V ® • Z am C*J® SHEET INFORMATION drawing FLOOR PLAN sheet A-1 revisions no. PRODUCT P.A. FL / NOA EXP. DATE MODEL MANUF. GLASS ATTACHMENT METHOD BLDG D.P. PRODUCT D.P. SINGLE HUNG (5H) 11-0650.06 514-7`100 PST IMPACT 1-/1/4" X 1-3/4' MIN. EMBED. TAPCON5 0 67191" OG SEE WINDOW 5CHED. 110.0 q'-4" T.O.B. FIXEDOLA55 I6-0430.05 101/720/b20 POT IMPACT 1-/I/4" X 1-5/4" MIN. EMBED. TAPOONS 0 6712" OG SEE WINDOW 5GHED. t 60.0 (PW1 5LIDIN6 6LASS IT-0420.I2 2/11/2020 -00 PST MDPGD IMPACT T.C.S X I-5/4" MIN. EMBED. TAPGON5 0 5"/13" SEE HINDON 56HED. s q0.0 PSF DOOR 0)GI MULLIONS 11-0630.01 I x 2.15 EXT. PST I/4" X -3'6" MIN. EMBED. TAPCON5 (4 PER CLIP) SEE WINDOW SCHEDULE 145.4 PSF x 0.516 SOFFIT STUCCO r60b` FIN. F 51DIN6 111-0621.21 HARDIE JAMES HARDIE SEE SHEET .A-4 -52.4 -012 OVERLAPPING PLANK PLANK 6ARA6E DOOR PLI6546.5 MODEL 13H6 LOPAY 5/I6" X 1-5/6" MIN. EMBED. LAG 5GREH5, SEE DOOR 5GHED. + 36D PSF CLASSIC (ONE PER BRACKET) -42.0 P5F SERIES EXT. DOORS FL 1630.1 RT EXTERIOR THERMA-TRU IMPACT 1/4' T.G. NU2-3/4" MIN. EMBED TA.'s MIN. SEE DOOR 5GHED. t SOD P5F SMOOTH STAR 0 4" O.G. SEE DOOR 5GHED. x SOD 105F ROOFING MATERIAL 5-V-CRIMP FLI1651.1 6/21/I61 .052" ALUM. 5V GULF COAST MDPGD (1) Mq-I5 x I-1/2" 5.5. PANEL TITE H/SEALIN6 SEE PLANS - 10&5 P5F CRIMP SUPPLY d HASHER 0 12" O.G. 266A MANUF. COASTAL 5V CRIMP PANEL 5-V-CRIMP METAL /.10'-0" T.OBB q'-4' T.O.B.B FIBERGL 1'-4" TA.B.B. T.O.B_B. 0'-0' FIN. FL. HARDI PLANK 51DIN6, 1 6 ram& : TRIM BANDS, -® Emmin HARD] PLANK SIDINS wjlmm m I�M.� TFX7URRED STUCCO `... 6" HIDE RA15ED SMOOTH 5T000O BAND WIDE RA15ED SMOOTH STUCCO BAND REAR ELEVATION 50ALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" I, Lopo /I I ICI I I 1 I i`I`� �i�I�i�I�IEI■�I�■1■�i i�il.�l��!i� FRONT ELEVATION 5CALE: 1/4" = 1'-0" designed BM drawn PAR checked PAR date 1/3/16 scale 1/4 1'-0" (U.N.0) job no. F-16-010q . MUR ARCNIFC i CIF RECORD JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT -772.287.6735 S �—IDA_ T n 111 > W U-00 W 00 O W C M N L.L Z d IW ED Q ® U-1 Q C 4 n o ri d- LL LL m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W. PACE2000H OM ES. COM z C*J SHEET INFORMATION AMR drawing ELEVATIONS sheet A-2 GONG. OR MASONRY 2x4 P.T. BUCK BET IN SEALANT FASTEN W/ I/4 VIA. x 31/4 ' TAPCON5 5" FROM E.E. o. ANDb" O/G MAX. fl O° T DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ #6 6ALV. x 2" SCREWS a 2'-0' O/G TRIM PERIMETER SEALANT STUCCO FINISH HEADIJAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK 4 FASTENED TO SILL W/ #b x 1 1/2" 5CREW5 • 18" 0/G PERIMETER SEALANT FLOOR COVERING o p '.o ° ° o. 0 'O.. i` � .o \_ CONC. FLOOR SLAB PERIMETER SEALANT 5T1GG0 FINISH SILL DETAIL (DOOR) ALUMINUM FRAME SECURE FRAME TO SILL WITH 51LICONE j�a�l L� CAULKING ;., Oo ° °00 a 'Q o" . Oo 'J` L PRECAST OR POURED BILL W/ 1 #5 BAR PERIMETER SEALANT SILL DETAIL (WINDOW) FRAME, FASTEN TO STRUCTURE TO STRUCTURE THRU BUCK W/ 5/16' TAPCON SCR ro ® 12' 0/6. MIN. 1-1/4' EMBED PERIMETER SEALANT STUCCO FINISH GONG. OR MASONRY Ix4 MIN. P.T. BUCK SET IN SEALANT AND NAILED M-1/2' CASE HARDENED COIL NAILS AT 12" O/G. MAX. DRYWALL BOARD CAULKINC JAMB DETAIL (WINDOW) I4 MINPBUSEIN x.F.T.BUCK T SEALANT AND NAILED W/ 1-1/2' CASE HARDENED COI NAILS AT 12" 0/0. MAX. GONG. OR MA50NlR( a ° ' qO" DRYWALL BOARDAPPROV. CAULKING f� TO 5IRUGT RE THRUF BUCK Nil5/Ib' TAPCON SCREWS ® 1.2 O/G. MIN. I-I/4' EMBED STUCCO FINISH PERIMETER SEALANT GONG, P.T.B MASONRY — Ix6 . BUCK SET IN SEALANT AND NAILED W/I 1/2" CA AILS AT 12" 0/G O° . COIL SE 0. ° a MAX.TRACK DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W „ (2) 5/Ib x2-1/2" TAPCON SCREWS ®2 0" O/C JAMB/HEAD DETAIL (S.G.D.) TDOOR FRAME FASTEN TO BUCK W/(2) 3/I6"x I 2-1/2" TAPCON SCREWS 0 2'-0" O/C FLOORCOVERIN6 o m j� I 'o - �°° o, '� -QO GROUP BED CONCRETE SLAB SILL DETAIL (S.G.D.) CONIC. COLUMN WEATHER STRIPPINEr BY DOOR MANE. GARAGE DOOR 6ALV. STL. VERT. TRACK Y MANF. FASTENED TO PER PROD. SPEC.'S GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB PER PROD. APPRV. SPEC.'S(2) 2x6 MIN. P.T. ATTACHED TO COLUMN W/ /2"x 5-I/2" REDHEADS W/2" DIA. xYe" 1HK WASHERS e9 2 -0O/C, VERT, (6" MAX. FROM ENDS) JAMB DETAIL (GARAGE DOOR) LI PRE -ENO TR 65E5 ALL EXTERIOR GEILI MATERIAL TO BE HY-RIB LATHE AND ST1GG0 FASTENERS AT 24"O.G., EITHER I-3/4" MIN EMBEDMENT ROOFING NAILS WITH 1/6" SHANK AND 3/8'DOOR HEADS OR STAPLES WITH 1-5/4' MIN EMBEDMENT LESS 4 1/16" (I6 SA(SE) EXT. PORCH CLG DET. #1 IMETER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) WINDOW ATTACHED ACGORDIN6 TO FRO R615.62 WINDOW ATTACHED ACCORDING TO PRO R615b.2 WINDONATTACHED AGGORDIN6 TO FRG R615b.2 HARDI PLANK NOTE: ATTACHMENT TO CBS NARDI PLANK SIDING TO BE ATTACHED OVER TYVEK BUILDING TRAP OR 15» FELT OVER OVER CMI. NARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1-1/4' LAPS AT TOP OF PLANK. HARDIPLANK TO Be ATTACHED WITH ETOF FASTENING 5YSTEM5 INC. ETOF BLOCK NAIL. (E74F NO. ASM-144-125, HEAD VIA, - 50, SHANK VIA. " %' , LENGTH " 125' LONG1, OR MAX SYSTEMBLOCK NAIL (4P-0552 HT-ICC, HEAD DIA.. 030", SHANK VIA. - 0.50', SHANK PIA. " 0.15', LENGTH -19'1 OR ABROSMITH BLOCK NAIL (5525 HP, HEAD VIA. In 030, SHANK VIA, In 0.1444, LENGTH - I09 PLACED IN THE OVER LAPPED AREA AT V O.C. VmTIGALLY AND IY O.C. HORIZONTALLY INTO BLOCK HARDI PLANK NOTE: ATTACHMENT TO WOOD FRAME NARDI PLANK SIDING TO BE ATTACHED OVER TYVEK EUILDING MAP OR 154 FELT OVER NEN PLYHOOD. NARDI PLANK TO BE APPLIED HORIZONTALLY WITN 1-1/4' LAPS AT TOP OF PLANK. NARDI PLANK TO BE ATTACHED WITH bd x 2-1/2' LONG GALVANIZED BOX NAILS PLACED IN THE OVERLAPPED AREA AT 6' ON CENTER VERTICALLY AND 16' ON CENTER HORIZONTALLY INTO 5=5 THROIIGII 1"2' PLYWOOD SWATHINS. I4/32' PLYHOOD 5HEATHIN5 TO BE NAILED TO STUDS. W17H IOd NAILS a 4' O.C. PERIMETER O FIEND. METAL ROOF PANEL ATTACHMENT PROVIDE #10-12 x I'A-FONT PANCAKE HEAD WOOD CORROSION RE51STANT FASTENERS WITH SEALING WASfIB2. FASTENERS 5NALL Be OF 51,12FIOIET LENGTH TO PENETRATE THROWN THE ROOF SHEATHING A MINIKH OF FASTENERS 514ALL BE PLACED IN ACCORDANCE WITH PRODUCT APPROVAL (NOA a II-MI6CS) AND MANUFACTURES SPECIFICATIONS. ALL FASTENERS ARE TO BE LOCATED 6' O.G. IN THE OVERLAP OF THE PANEL PARALLEL TO THE ROOF SLOPE. FOR PERIMETER AND CORNERS USE %, BEAD OF SILKFLEx 201 SEALANT. NOTE: ALL WALL AND GEILIN6 FIN15HES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 AS PER FBG R 2011 6TH EDITION NOTE: INSULATION MATERIALS, INCLUDING FACIN65, SUCH A5 VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF-GEILIN6 ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN AGCOMPANYIN6 SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E M. NOTE: EXPOSED ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LE55 THAN 0.12 WATT PER 5QUARE CENTIMETER. EXP05ED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALL5 SHALL COMPLY WITH SECTION R516 NOTE: R702.5.1 MATERIALS. ALL 6175UM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO A5TM G 56, G 71, C 4-15, C 514, C 650, G 951, C 460,0 1002, C 1041, G ]ITT, G 11T8, C 1276, 0 15,45 OR C 1596 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF 6YFWM BOARD SHALL CONFORM TO A5TM G 557. NOTE: R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A106.1, A106.4, AIObS, AI06.6, AIOb.11, AII8.1, A118.5, A156.1 AND A151.1. R702.4.2 CEMENT, FIBER -CEMENT AND CLASS MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR GLASS MAT 5YP5UM BACKERS IN COMPLIANCE WITH ASTM G 1286, C 1525 OR 0 1176 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. USE PIBER CEMENT TYPICAL WHERE FIBEROLAS5 PREFAB UNITS ARE NOT INSTALLED. �vo� OP P.T. WOOD BUCK TO MASONRY DOOR, FASTEN PER PRODUCT APPROVAL AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATER PROOFING EXTERIOR CM1U WALL WATERFROOPIN6 COATIN6 ON WINDOW SILL, JAM05 AND HEAD, APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE FACE OF THE WALL. EXTERIOR FACE OF BUCK AND SILL L NUMBERS REPRESENT INSTALLATION SEQUENCE N.T.S. 5-V-CRIMP METAL ROOFIN6 OVER PEEL 4 STICK UNDERLAYMENT OVER I4/52" EXT ORADE COX PLYWD. (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-EN6. WOOD ROOF TRUSSES 024" 0/C TYPICAL W/APPROVED 6ALV.TRUSS- ANCHOR6 EA. END 6ALV. MTL. DRIP ON IX2 P.T. CONTIN. 2X6 PRE -PRIMED SPRUCE FASCIA bTUGGO OVER HI RIB F.B. 6ALV MTL LATHE 5EGURRED TO TRUSSES 5/6" STUC.CO FIN15H OVER b" GONG. BLOCK STUCCO STOP TYP. aL O'-0' T.O.SLAB MAIN SLAB O.H. 12 (SEE ELEV.5) 0 > MIN BATT INSULATION ENER6Y GALCS 1/2" 5A6 RESISTANT CL6. BRD. APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. MA50NRY BOND BEAM SEE STRUCTURAL DW65JSCHEDULE5 CONT. METAL POUR STOP 1/2" DRYWALL IX2 P.T. FURRING a 16" 0/C OVER %4" TW R161D FOIL BACKED INSULATION SEE ENERGY GALC.'5 FOR R-VALUE APPLIED WOOD BASE mFORFIN, FLOOR TO BE 145" MIN. ABOVE CROWN OF ROAD MIN. MONO. GONG. FOOTING 9'-4" T.O.B.B. SEE FOUNDATION PLAN NOTES 4 D TAILS V-4" T.O.B.B. V/ a q l . ` � a • . � 4 I a,IL III=� I —I �06 MIL VISQUEEN V.B. �IIIIIII � III; 'f'T=TI I I fT= 0'-0" FIN. FL. TYPICAL WALL SECTION SCALE: 3/4" = 1'-0" INSULATION PER ENERGY CODE WHERE HECE55AR PLYWOOD --{-1/2" SA6 RE515 DRYWALL TYP—� 1141 ATTIC ACCESS SECTION 1-1/2" = T-O" BOTTOM CHORD I DECOR. TRIM MOULDING (2) *10 SM.5. 70P 4 BOTTOM 0 EACH STUD FINISHED GEILIN6 - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP 4 BOTTOM W/ (1) #10 5MS a 24' 0/0 2X4 5TU03 a 161 O/G 1/2"TYPE 6YF%M WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ In LON6 BUGLE HEAD SCREWS TO EACH SIDE ® 12" O/G CONT.2$ 6AU6E METAL TRACKS TOP 4 BOTTOM K'P.T. 2X4 BOT PL. GONG. FLOOR SLAB 1/4" 5-1/2" TAPGONS 6 24" O.G. OR HIL71 PIN5 ,145" DIA x PLO. a 16" O/C W I" WA5HER5 TYPICAL INTERIOR PARTITION SCALE: 3/4' = I'-0' (2) #10 6.M5. TOP 4 507TOM ® EACH 57VO FINISHED GEILIN6 SEE TYP. WALL SECTION Ix4 5LOOKIN6 CABINET LOCATIONS. FASTEN EA. END TO 5TUD5 W/ (2) #10 S.M.S. EA. END 2X4 STUDS @ off /G 2X TYPE 6 WALLBOARD APPLIED VERTIG Y d ATTACHED W I" LONG BUGLE H REWS TO EACH SIDE ® 12" 0/G CONT. 25 6AU6E METAL TRACKS TOP 4 BOTTOM WUP.T. 2X4 B07 PL. GONG. FLOOR SLAB 1/4" 5-1/2" TAPCON5 ® 24" O.G. OR HIL71 PIN5.145" DIA x 1"La ® 16" O/C !W I" WA5HER5 TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE: 5/4" = 1'-O" �BUIL®1NG SECTION A -A °'Q SCALE: 1/4" = V-0" FLASHIN6 a ALL INTERSECTIONS :OLUMN TOP AS :L. SL lqio revisions no. designed BM drawn PAR checked PAR date 1r3n6 scale 1/4' = Ib" (U.N.0) job no. P-16-0101 . MUR JOSEPH P. McCARTY ARCHITECT, Inc. CEOLA STRT 77 87.6735 n n z Lu > W ® O \\ UJ N �s Lam. ryo I.- 0 m M C:) CV (� Z a Lu Q o LLI U a-°CV- � u_ L m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WWW.PACE2000HOMES.COM drawing ELEVATION & SECTIONS sheet LEFT ELEVATION A-3 SCALE: 1/4" = 1'-0" revisions no. re 200 AMP ELEC. PANEL "A" 10,000 AIC RATED GIRL. DE5CRIPTION POLE BKR WIRE KVA. 100% 100% KVA. WIRE BKR POLE DESCRIPTION GIRD. I AHU HEAT PUMP #I 2 60 b O 10.0 O O 6- 40 2 COMPRESSOR #1 2 3 4 5 RANGE ----------- 2 --- 50 -- 6 --- 12,0 ------ O O ------ - 5.0 10 --- SO -- 2 --- DRYER ------------ b 7 --- --b— q MICROWAVE 1 20 12 1.2 O 0 1.5. 12 20 1 WASHER 10 II --- REFRIGERATOR ----------- --­ 20 -- 12 --- 12 ------ O O ------ -- 4.5 --- 10 --- --- 25 -- -- 2 --- --- WATER HEATER ----------- ----------- 12 --- --15— —------------ 6ENERAL L16HTIN6 — 1 — 15 -- 14 --- 055 ---- -- O 14 --- 15 6ENERAL LIGHTING I 15 14 033 O O IA 12 20 6ARBA6E DISPOSAL 16 7 GENERAL LI6HTIN61 I5 14 053-- O O 12 12 20 I DISHWASHER 15 Iq --- 6ENERAL LI&HTIN6 ----------- I --- 15 -- 14 --- 053 ------ ' 0 0 ------ 0.5 12 --- 20 -- I --- BATH GFI REOEPT. ----------- 20 --- 21 GENERAL LI&HTIN6 1 15 14 035 O 0 0.4 12 20 1 O.H. DOOR OPENER 22 25 6ENERAL LISHTIN6 15 14 OS3 0 0 1.5 12 20 I SMALL APPLIANCE 24 25 GENERAL LIGHTING IS 14 053 O 0 1.5 12 20 1 SMALL APPLIANCE 26 2,1 GENERAL LI6HTIN6 1 15 14 0S3 O 0 053 14 15 I GENERAL LIGHTING 26 —2q — — 6ENERAL L16HTIN6 — ---------- I --- 15 -- 14 --- OS3 ------ O 0 -- --0.53— 14 —— — 15 -- I — ------------- 6ENERAL LI&HTIN6 50 --- gl SPARE SPARE 52 53 SPARE SPARE 54 35 SPARE --- SPARE 56 37 SPARE SPARE 38 gq SPARE SPACE 40 41 SPACE SPACE 42 5U5 TOTAL q.17 10.0 1 O 116.16 1 SUB TOTAL TOTAL (NO A/O) 21.35 Ist 10,000 at 100% = 10.00 REMAINDER AT 40% = &AE5 A/C LOAD AT 65% = (0.50 TOTAL = 25.45 x 1000 / 240 = 41.62 AMPS TH15 PANEL 0) SETS OF (3) ✓e2/0 A06. THWN IN I-1/2" CONOUIr (05ET OF (3) *2/0 AH6. THW'N IN 1-14?" CONDUIT 4 1 *6 CU. 6ND. HIRE METER PAWL O DISC 200A 2 PANEL 200 A 200A 1 M CU CND. HIRE TO COLD WATER PIPE AND 1-5/6" 6DX 10' CU SUPPLEMENTAL &ROUND ROD AND TO ONE REINFORCEIN6 BAR IN THE FOUNDATION 20'-O° LONG MIN. ELECTRICAL RISER DIAGRAM ELECTRICAL NOTES: A. HEAT STRIP LOAD 60VERN5 OVER CONDENSOR UNIT LOAD. B. 6ENERAL LIGHTING CALCULATED ® 1,03 (SO.FT) x 3 (WATT5160.PT) = 5Abq / 11 (6EN1764IR) = 535.3 (WATTS/EA) C. CONDUIT 51E. D. 5EE SUB -PANEL GALCULATION5. R. BRANCH CIRCUITS RUN IN ROMEX A.I.C. CALCULATIONS ELECTRICAL SYMBOLS (2 x 40 x 26,144)/(5000 x 240) - L73 1/1 + L15 - .36 .36 x AIg4 = g525.0g A.I.G. OF SERVICE = g525.0q A.I.G. RATING OF PANEL = 10,000 DUPLEX RECEPTACLE AT 12" A.F.F. 5WITGH 51N6LE POLE 4 TELEVISION JACK PREWIRED sn SMOKE DETECTOR n O F.P.4L. METER 4 DISC. Q� n AT BASE GEPTAGLE �3 THREE WAY AT 12" A.FPLEX LE � DISCONNECT® PANEL RECEPTACLE 5WITGH Q HVAC x PADDLE FAN EXHAUST FDUPLEX c AT 6" ABV. COUNTER 4 FOUR WAY THERM05TAT 1V OR NO/ LIGHT FAN e GFI Q� DUPLEX RECEPTACLE FLUSH IN FLOOR DUPLEX RECEPTACLE 6ROUND FAULT DUPLEX RECEPTACLE TOP REG. 5WITCHED R � n �K 5WITGH RHI05TAT 5WITGH DIMMER 5WITGH KEYED O M V ® U INTERCOM (MASTER) AT 60" A.P.P. TELEPHONE OUTLET AT 12" A.F.F. TELEPHONE OUTLET FLUSH IN FLOOR PLOURE5GENT LIGHT FIXTURE INCANDESCENT L16HT FIXTURE CLG. MNTED. INCANDESCENT L16HT FIXTURE WALL. MNTED. F (2) I EXHAUST FAN LV DOOR RELEASE VOLUME CONTROL IIWP DUPLEX WATERFROOFPTAGLE I SECURITY N CL6.R ® GL&.MOUNTED RECEPTACLE ('Jr, ��uc DUPLEX RECEPTACLE UNDER COUNTER i JUNCTION BOX L��SEQIRITY LJ LI6HT5 ® HI HAT VAPOR PROOF ® LOW VOLTAGE TRANSFORMER c GFI GFI DUPLEX RECEP. AT 6' ABV. COUNTER cc DOOR CHIME RECESSED EYEBALL FLuoREscENT FB CEILING MTD. FAN BOX STRIP FIXTURE Q STATION (SLAVE) p I PUSHBUTTON Q� II G I GFIRECREFTTACLE � 220 OLT OUTLET I" I� I I I I I I I I I ( I I I I I I I I I I I I I I -I I I I I I I I I I I� TO 5WITGH designed drawn checked date scale job no.. T ps W ui N� ry 3U I BM PAR PAR 12/4/16 1/4" = I'-O" (U.N.0) P-16-OIOg . MUR W, Lu L3_ rG ® O Lu cti W W C J U Lu ®- m M Q 9 d O N W U C �P LL L.E_ m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM drawing ELECTRICAL PLAN sheet E-'I c CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 1963 SF 1963 SF NON CONDITIONED AREAS FRONT PORCH 207 SF 2 CAR GARAGE 446 SF COV'D PORCH 301 SF 953 SF GROSS AREA GROSS AREA 2916 SF FLOOR FINISH PLAN 5GALE : 1/4" = 1'-0" i revisions no. date designed eM drawn PAR checked PAR date 12/4i1a scale 1/4" = 1'-0' (U.N.o) job no. P-10-010q . MUR U z w ® Z > W W 0 O Lu N = Wco CD m O Q CD W 0 M N LNL� n- w Q Q N E- O am- u- dLL m p ttp t: „5i; yC tt �" t its 1 f�Ett{� v.: vs E fE 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WM.PACE2000HOMES.COM W V a C H T iNFQFMATION . t drawing FLOOR FINISH PLAN sheet F-1 C J METER revisions no. date designed BM drawn PAR checked PAR date 12/4/16 scale 1/4" = P-O" (U.N.0) job no. P-18 0109 . MR ARCHIECT OF RECORQ $� LG. W Z W/ 0 w I Lu � v ; ... ® O Lu N _ uJ � o uJ LUG¢ 04 Lu Lu 0 N EL a �- �LL-� m BUILDER INFORMATION� I 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WWW.PACE2000HOMES.COM o dfim j i SHEET INFORMATION drawing MECHANICAL PLAN sheet _1 revisions no. VITR 2 JIL �p� W� TUB 3� 2� MASTER BATHRM 2 2" SUER 9� 4' S1V. T J,BIV VTR I L 2� KITCHEN i 2 2 VTR Z� �pd JIL fiASO UB BATHRM TUB L'" LAUNDRY - Tosr,�R PLUMBING RISER DIAGRAM y d MATCHING DONFLS FOR =� COLUMNS 46 BAR DIA. b' MATGHIN6 NT BEARING MIN, hV57D. HOOKS OOAEL5 FOR MASONRY WALL I. l COLUMNS - 46 1 SEE PLAN I BAR DIA. MIN. N1/ STD. HOOKS ® SHOWER T. TRANSVERSE ROAR (1) #5 CONT. WHERE OCCURS I SEE 6 SCHED, "I ° N Z POOTIN5 REMAR SEE FOOTING SGHED. tHeV FTC REBAR SEE EO.T EQ.FOOTING OMIT CENTER BAR SLED. T CENTER BAR O WEN ONLY (2) REQD. 5GH DULE N ONLY (2) REGO F5 EXT. CONT. MONOLITHIC EX . MONOLITHI @ DROP (U #5 g MATCHING DOWELS FOR BAR DIA. COLGONT. AT MID. OF ?I �rl MIN, "TMNS . MIN, W/STD. HOOKS r , :«° Z CURB 5EE PLAN ®SHOWER 1-#5 GOUT. -11-- s 3" MIN. COVER 1O" l TRANSVERSE REBAR WHEREOGG 5C�THICKENED EDGE #1 kN- I- 1 11AR 9MEN FOOTIN& 14 CON SCIAV . 3" MIN. GLR a SCHBAR 2) REQO• 3 O EXT. CONT. MONOLITHIC 35 - THICKENED EDGE #2 TNT. BEARING WALL SEE FRAMING PLAN MATCHING INS BEARING DOWELS FOR I MA50NRYWALL COLUMNS - 46 (1) #3 CONT TRANSVERSE REBAR BAR 01A. MIN. ONLY A5 READ. W(/ STD. HOOKS SEE FoOrIN6 5CHED. --4--- - . WELDED WIRE MESH N #5 CON . I GOUT. RWAR SEE EO EO FOOTING SGHED. OMI FTC REBAR SEE EG CENTER BAR WHEN FOOTING SGHED. SCHEDULE ONLY (2) R€OD. CENTER BAR 9EN ONL(2J REQD. 43B 31 TNT. CONT. MONO @ DROP IN . CONT. MONO @ DRYOP FOOTING SCHEDULE DETAIL MARK 51ZE (WxD) REINFORCIN5 DE50RIPTTON NO. ko #S CONT. - I TOP $ 2 BIM. EXTERIOR MONOLITHIC F-I 16516'ScCONT ONE STORY 1 Wl/3 #0 CONT. - I TOP $ 2 BTM. EXTERIOR MONOLITHIC F-2 Ib xl6"xCONT. AT SHOWER RECESS 3 K,3 #9 CONT. - I TOP $ 2 BTM. INTERIOR MONOLITHIC F-3 I6 xl6"xGONT AT DROP 31 K/3 49 CONT. - I TOP $ 2 BTM. EXTERIOR MONOLITHIC F-4 16"xl6"x00NT. ONE STORY 43B A/3 45 CONT. - 1 TOP d 2 BTM. EXTERIOR MONOLITHIC F-5 I6 x0"xCONT AT DROP / SHAR CURB F5 THICKENED EDGE TE-1 10" x DROP x CONT. W/1#5 CONS AT DROP 94 THICKENED ED6E TE-2 6 x 6 x CONT. AA45 CONT. AT EDGE 33 COLUMN SCHEDULE MARK 51ZE TYPE DESCRIPTION bx6 GONG. BLK. Wq PULLY 6ROUTEO CELL W445 VERT. EA. CELL G-I BLOCK It 61-0" 0/4 MAX. OR AS LOCATED ON PLANS 6x16 G-2 BLOCK GONG. BLOCK W/2 RXJ-Y GROUTED CELLS W/1-#5 VERT. EA. CELL 6x12 RINKER 752q OR EQUAL G-3 BLOCK CONC. "O"VLK PULLY 6ROUTED W/2-05 VERT. 45" IRREGULAR RINKER r, 40 OR EQUAL G-4 BLOCK FULLY &AWW W 145 VERT. EA CELL. IRREGULAR RINKER f#9T4 OR SQUAL G-5 BLOCK FULLY SNOW W/145 VERT. EA. CELL. 12x12 G-6 BLOCK GONG."O"BLK. FULLY6ROUTED W/445 VERT. 23'-4" 5'-4" 2'-51, O1101 1011111111111110111111111111111111111101 0 I----- II -- — — — — — -----------� — — - FI O I 9 Y G2 G2 I I FI � I FI �I In r _- I I F4 I _ ' 0-0" FIN. FLOOR SLAB d� m Is I �i m I I I kt in I G2 I FLOOR SLAB TO BE 4' THICK POURED GONGRETE I m I I I .d. ry I SLAB WITH b"Xb"XHIAMIA W.W.M. ON b MIL VISGUEEN (OR EQUAL) VAPOR BARRIER ON GLEAN G4 WELL COMPACTED (TO 95%) GLEAN SAND FILL. j o I 1=4 a I 101 — -- 05 IF Fr- 0 o I TURES SHOWN I 4" THK GONG RRENGE ONLY ffrOR I PAD r s I VCATHERINC AREA PER I FI - TABLE 301.2.(1) I Q m I I keATHERIN6,LIN TERMITE: VERY E EE AVEY I I a o 1 I— — — — — — — — — — —• — — — — — — —� _ _ — —— _ - N o (D O I F3 r2 I1 � I I 4" ® G2 i'-10" IB'-3" I17 FI I e x1 �11 � I m 1� r = r e -- i— I III 20'-b" o° o FI i 35 I �I F5: I I I I F4 Dr-4FI—III 1 � O O F O 00 I I O O� F4 - oo o ooL-----J 00 ® FI FI I G2 F5 G2 Q — R4'-O I FI o io , n , -2' 3'-�" 3 -1 3'-2' n 6 b 2 -8 1/2' n i " " ' " 1/2 4 -O I/2 2 -81 I/2 2 - �- " F2 10 ----8'1" --- J 6 Q 6 I 211411 6 FI 6 6 FI G6 Q I F2 m L — — — — — — — — ---------J I 02 o 0 1111111111111111111111111111111001 — 00 0 n designed BM drawn PAR checked PAR date 1/3116 scale 1/4" = I'-O" (U.N.0) job no. P-I6-OICA . MUR LLJ U LLJ ® U Z W > LU ® O Lu M Lu CD CD LLu 0 coN � LLu U :D �t u- is m I BUILDER INFORMATION 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W. PAC E2000 H OM E S. CO M W O drawing F O UNDA I_. O d PLAN sheet S-1 SAFE LATERAL LOAD5 FOR A" PQPr.AeT A PRPB71RF6SF0 U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 4 PRESTRESSED U-LINTELS SAFE GRAVITY LOA,D5 FOR e," PRECAST 4 PRESTRESSED U-LINTELS revisions no. FILL COLUMNS AND LINTEL SOLID W 6ROUT T.O.B.B. � I 95 VERT. TIES ONLY A5 REGD. SEE LINTEL SCHEDULE z I: HIGH STREN6TH PRECAST LINTEL N Le) W/REINFORCIN6 A5 REGO. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DIET. LINTEL ON COLUMN 3/4" BREAK AWAY SIDE OF Q / MASONRY COLUMN FOR • CONTINUOUS POUR SEE BEAM 5CHEOULE FOR REINFORCEMENT II' m I• — GI� I Ir FILL COLUMNS SOLID 6"x6" FILLED CELLS. W/ PEA &RAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL CHANGE IN BOND BEAM HEIGHT - - -' T - 6"xlb" BOND BEAM (FER G SCHEDULE) •I � 5"xb" PRECAST '1 LINTEL. FILL COLUMNS I, AND LINTEL 50LID 4 Vl 6ROUT 1; { 6"xb" FILLED CELLS K/145 VERT. (TYP) TYP. DET. LINTEL ON COLUMN 3/4" '•-b C_`4Rrn SAFE LOAD PLF LENGTH T1(PE BUB 8F8 NE OCmu 2'-10'(341 PRECAST 1293 1642 2135 S-6' (421 PRECAST 1025 1024 1830 4'-0' (481 PRECAST 765 763 1365 4'-6' (541 PRECAST 592 591 1057 5'-4' (64� PRECAST 411 411 734 5'-10'(701 PRECAST 340 339 607 6'-6- (781 PRECAST 507 721 4B3 7'-6- (90� PRECAST 424 534 357 9'-4- (1121 PRECAST 326 512 227 10'-6'(1261 PRECAST 284 401 178 ll'-4'(1361 PRECAST 260 452 152 12'-0'(14-41 PRECAST 244 1 402 135 13'-4'(160� PRECAST 217 324 109 14'-O'(1681 PRECAST 205 293 98 14'-8"(1761 PRESTRESSED N.R. 284 89 15'-4"(1841 PRESTRESSED N.R. 259 82 IT-4"(208' PRESTRESSED N.R. 194 63 19'-4°(2321 PRESTRESSED N.R. 148 51 21'-4'(2561 PRESTRESSED N.R. 125 42 22'-0'(2641 PRESTRESSED N.R. 116 39 24'-0'(2881 PRESTRESSED N.R. 91 33 3�fBLOCK OR MASONRY COLUMN 50 PLAN 2X P.T. FASTEN TO COLUMN W 1/4" VIA. TAPCONS ® 12" 0/0 VERT. 5TA66ERED 4 b" MAX. PROM ENDS BLOCK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN H/ 1/4" VIA. TAPGONS 0 12" 0/6 VERT. STA66ERED 4 b' MAX. FROM ENDS FASTEN TO END STUD K/ I6d NAILS AT 12" 0/0 VERT. 4 6" (MAX) FROM ENDS 4CONNECTION DETAIL PRE-EN6. WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS U5P HTH2O THIST STRAP FASTEN W/ NAILS PER SCHEDULE A5 REGD. FRAME BEARINB WALL tfl ELEV. 51MP50N 5PH 4 W/(10) IOd x 1-1/2" NAILS EACH STUD TOP 4 SOT. PLATE5 W/ HOOD STUDS ® 16' 0/6 (PER PLAN) SOLID 5LOCKIN6 0 4'-O" 0/G VERT. MAX. SIMPSON 5PH 4 W/(10) IOd x 1-1/2" NAILS EACH STUD TOP 4 SOT, PLATES 5/6" WEDGE ANCHOR5 0 24" 0/0 AND 6" MAX. FROM OFENIN65 u K/5"x5"xl/4" STEEL HA5HER5 IL EMBED 4" MIN. FLOOR SLAB nr lr kI s2 CONNECTION DETAIL Cws7-Cm" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-IT BF18-IT %70-IT OF24-IT 8F28-IT 8F32-IT VO-ZT 0F12-2T 8F16-2T BF20-2T 8F24-2F UM-ZT 8F32-2T 2'-10'(34� PRECAST 197z 1173 4480 6747 7034 8321 9608 1972 3173 4460 5747 7034 &i21 9608 3'-6' (421 PRECAST i569 2524 3547 4569 5591 6613 MM 1569 2524 3547 4569 5591 6613 7636 4'-0' (48') PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3968 48M 5740 60V 4'-6' (541 PRECAST 1207 1940 2724 3508 4292 5077 5851 1207 1 1940 2724 35M 4292 5077 5861 5'-4" (641 PRECAST 1018 1832 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4285 4924 5'-10'(701 PRECAST 909 1 1492 2093 2694 3295 3897 4498 929 1 1402 2093 2694 3295 3897 4498 W-6' (78' PRECAST 833 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6' (901 PRECAST 72723 1021 16 12 210 tt 257110 30 10 3508 9 727 1168 1W 2102 2571 1 3039 35M 9'-4" (1121 PRECAST 591 680 11915 147115 181115 215 16 249 15 591 851 1328 1705 2084 2463 2842 10'-0'(1261 PRECAST ISM 552 91415 110XIII 145815 173 15 200715 530 686 1183 1526 1865 2204 2544 ll'-4'(1361 PRECAST 474 495 79815 103 15 127215 IEK5 174915 494 599 1028 1422 1738 2053 2369 12'-0' (1441 PRECAST 470 9 441 723 14 936 14 1151 15 I 15 1582 15 470 543 925 1349 1649 1948 2247 13'-4' (1601 PRECAST 418 15 373 608 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0' (1681 PRECAST 384 15 346 559 14 723 14 887 14 1 14 1218 14 410 420 709 10% 1434 8 1694 (0 1954 14'-8-(1761 PRESTRESSED 239 323 519(13 67t 13 823 13 978 14 11 14 246 390 655 965 1324 8 162 11 187411 15'-4'(1841 PRESTRESSED 224 302 485 13 528 13 767 M 909 13 105 13 230 364 609 897 1224 8 156 14 1801 14 17'-4'(2081 PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 5W 732 993 8 12 14 1470(14 19'-4'(2321 PRESTRESSED 162 222 347 11 446 11 548 12 646 12 746 12 166 261 424 616 1 831 (8X 1057 14 1225 14 21'-4"(2561 PRESTRESSED 142 198 306 11 T 11 480 it 567 tI 654 11 142 230 369 531 713 903 13 1048 2 22'-0' (2641 PRESTRESSED 137 192 295 10 378 I1 461 10 545 11 629 11 137 221 354 508 681 861 13 997 13 24'-0"(2881 PRESTRESSED 124 175 267 10 341to alb 10 491 10 566 to 124 200 316 450 600 756 12 875. 13 (,#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR46 FlELD ADDED REM. STRAP DM. TOP PLATE TO STUDS W/SIMPSON "5PH 4,6 OR 6" STRAP OVER TOP PLATE AND DOWN EA. SIDE W/ (4) 10d NAILS (TYPICAL) SIMPSON L67A 12 EACH SIDE FASTEN TO STUDS AND HEADER W/(6) IOd NAILS TYPICAL HEADER OR 6.T. SEE FRAMING PLAN SIMPSON DTT2Z HOLD DOWN EACH 51DE OF DOOR 5/6" WEDGE ANCHORS 0 24" 0/6 AND 6" MAX. FROM OPENIN65 14/3"0"xl/4" STEEL WA5HER5 EMBED 4" MIN. V /INTERIOR MONOLITHIC FOOTING (SEE 50HED) (MAX. UPLIFT 1500#) eS2 CONNECTION DETAIL C"°1/� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUB BFB-OB 8fl2-0B 8F18-08 BF20-OB BF24-OB BF28-OB 8F32-OB 8F8-1B SF12-18 8F18-18 8F20-18 8F24-18 8F28-18 8F32-1B 2'-10"(34") PRECAST 2231 3W9 4605 6113 7547 8974 10394 118M 3069 4605 6113 7547 8974 10394 118M 3'-6' (42' PRECAST 2231 3D69 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0' (481 PRECAST 1966 2561 Z751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 -10394 11809 4'-6� (54' PRECAST 1599 1960 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547(7).8672 10294 118M 5'-4' (64 PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 734 19 87 19 1012 19 (70') PRECAST 1062 MIS 1173 1631 209D 2549 3W9 3470 1451 2622 4360 7168 45 19 718 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5081 1238 2177 3480 5381 8360 1039 37 882 14 T-6" (90') PRECAST 743 1011 1729 2632 2205 2698 3191 3885 1011 1729 2661 3898 5681 8487 44 6472 15 9'-4- (1121 PRECAST 554 699 1160 1625 2564 3486 2818 MM 752 1245 1543 2564 3486 4705 37 6390 4 10'-6'(126� PRECAST 475 sae so 1247 2093 27n 2103 2538 643 1052 1333 2093 2781 3643 38 4754 45 il'-4'(136") PRECAST 362 582 945 1366 1846 2423 3127 4005 582 945 1386 1846 2423 3127 4006 12'-O'(144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 IW4 2193 2505 3552 13'-4'(160') PRECAST 296 471 755 1075 1428 IBM 2316 2883 471 755 1075 1428 1W8 2316 2883 14'-0'(168') PRECAST 279 424 706 1002 1326 1697 2127 2630 422 706 1002 1328 1897 2127 26M 14'-8"(1767 PRESTRESSED N.R, NR NR NR NR NR Mt NR 4SB 783 1370 1902 2245 2517 2712 15-4'(184") PRESTRESSED N.R. NR NR NR NR NR Ni 412 710 1250 1733 2058 2320 2513 1T-4'(208') PRESTRESSED N,g, NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4"(232') PRESTRESSEDR N.R.NR NR NR NR NR NR NR 235 420 750 1037 128 1515 1716 21'-4' (2567 PRESTRESSED N R NR NR NR NR NR N6i NR 180 340 598 645 111 1, 1466 22'-0° (264� PRESTRESSED N.R. NR NR N4 NR NR NR 185 315 550 784 1047 1285 24'-0'(288') PRESTRESSED N.R. NR NR Ni NR NR NR NR 129 250 450 854 884 IOB2 1222 (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FlELD ADDED REBAR. ROOF SHEATHIN6 1a 0" u1 CONNECTION 2xb P.T. BLOOKIN& 0 6'-0" O/C FASTEN EACH END TO TRUSS W/5-I6d NAILS 51MP50N HSAMIO CLIP W/ (4) 14"x 2-1/4" LON BEAM 4 (4) 1/4" x 1-1/2" 5.D.5. SCREWS TO BL CONIC. TIE BEAM or MASONRY BOND BEAM (SEE PLAN) DETAIL 1"2" ROOF PLYWOOD W/ IOd NAILS 0 4" O/C INTO 2x4 SP BLOCKING (FLATWISE,) x CONT. ENO. AND APPROVED WOOD TRUSSES SEE ROOF SHEATHING - T7'P. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON BRAGIN& PLANS INSTALL PER. MFR. SPECIFICATIONS 2x BLK'6 0 TOP, - X-BRACE BETWEEN EVERY BOTTOM 4 PANEL TRL65 W/ 2x4 5P 4 (2)16d END NAILS, EA. END OX MAX.4-0° O/G MX. 1< 2x4 P.T. BLOCKING (TIGHT TO W7oD T�55, EA. TRU55 SIDE) W/0/45° d SEE PLAN PHAWNRYBONDBEAM PA.F. x3" L6. 04" O/C x CONT. 0)160 NAIL 5 T. SCHEDULE 2 s2 CONNECTION DETAIL — 19/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE — EN6. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HE AND OVERHANG CONDITIONS SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR 5HOHN ON BRACING PLANS INSTALL PER. MFR. SPECIFICATIONS _ SEE PLAN T.O. WALL qF 4'-0" MASONRY BOND BEAM EDGE NAILING ALON6 BLK'6 x 6'-0" LONG designed BM drawn PAR checked PAR date 1/3/16 scale 1/4" = 1'-0" (U.N.0) job no. P-16-0109 . MR JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 U 2xb BLOGKIN6 7 0 6'-0" 0/C L FASTENED TO W TRL55 EA. END Q H/ (5) Ibd Z TOE NAILS '^ U) Lu W 2x6 BRAGS 0 6'-0" O/C. Q O W (10) 16d NAILS, EA, END >- Lu Lu CV 00 = Lu M d N N LJI�-_ WP U W (, LO. hwLL TEE PLAN N n- O d- LL LL 00 5 TITERS TO OGKIN6 r1e is ncc ;nec annnranhir 5/6' APA RATED 40/o SHEATHING. EXP. I W/ 6d RAILS 0 6" 0/6 (FIELD) 4 4" O/G (E X0 OR AS ALTERNATIVE TO SHEATHING PROVIDE ALTERNATIN6 2x6 DIA60NAL BRAGINS BETHMN TOP 4 STM. CHORDS OF ADJACENT TRUSSES W/ (4) I6d TOENAILS EACH END MR SECTION A. VARIES G HOOD ROOF Tnw EE PLAN UPLIFT STRAP, Nd O. WALL SEE PLAN 4 SGHED. GM1 WALL, SEE PLAN eCONNECTION DETAIL sz SABLE END BLOCKING TRUSS TOP CHORD SEE PLAN NAIL SHEATHING TO LADDER EDGE PER DIAPHRAGM SCHEDULE CONT. FASCIA BOARD (5EE MALL SECTION) 2X4 LADDER AT 16" O/C 2X4 CONT. LADDER EDGE W (2) I6d NAILS 6" O.G. TO TOP CHORD OF 7RL65 STUCCO ON EXTERIOR GRADE PLYWOOD SHEATHING APA 40/20 IF/32" - NAIL PER DIAPHRAM6 SCHEDULE FASTEN TO 2X4 NAILER W/16d NAILS 0 6" O/C TYP. SEE TRU55 CONNECTOR SCHEDULE SEE TYPICAL WAIL SECTION BB/A5 FOR ACTUAL OVERHANG CONDITION. SEE PLAN ATTACH 2x4. P.T.51LL BLOCKING W/ 0.143"@ o x8" LONG PAP 0 12" 0/G BOND BEAM, SEE SCHEDULE 5' QV WALL MASONRY BOND BEAM SEE BEAM SCHEDULE s2 CONNECTION DETAIL s2 CONNECTION DE AIL SEE TRU55 CONNECTOR SCHEDULE 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WW V.PACE2000HOMES.COM drawing F R AMIiVG DETAILS sheet S-2 REAR PORCH ATTIC VENT CALCULATIONS GEILIN6 AREA RATIO TOTAL NET FREE VENTILATING AREA 342.0 5.F. 1 11150 12.2b 50. FT. OR U5E 13.6B' MIN OF 2" WIDE SOFFIT VENTING OR U5E 9.12' MIN OF 3" WIDE SOFFIT VENTIN6 FRONT PORCH ATTIC VENT CALCULATIONS GEILIN6 AREA RATIO TOTAL NET FREE VENTILATING AREA 280.0 5.F. 1 11150 11.66 SO. FT. OR USE 11.2' MIN OF 2" WIDE 5OFFIT VENTING OR USE 7.44' MIN OF 5" WIDE 5OFFIT VENTING revisions WINDOW SCHEDULE NA K TYPE STYLE SIZE M.O. D.P. NOTES W H W H + 001 F.G. PICTURE 2'-0" T-0" 25" 36.5" 37.84 41.05 002 SH2864 SINGLE HUNG 2'-8" 64" 65" 76.5" 35.14 38.35 003 SH2864 SINGLE HUNG 2'-8" 64" 65" 76.5" 35.14 38.35 004 T.G. SIDELITE 1'-0" 8'-0" 70" 99" 34.14 37.35 005 T.G. SIDELITE 1'-0" 8'-0" 70" 1 99" 34.14 37.35 006 T.G. PICTURE 4'-5" 2'-6" 54" 30.5" 37.84 50.67 Obs. 007 SHH36 SINGLE HUNG 2'-21/2" 6'-4" 27.5" 76.5" 37.84 41.05 Obs. 008 SH16 SINGLE HUNG 1'-7" 6'-4" 20" 76.5" 37.84 1 41.05 009 SH16 SINGLE HUNG T-7" 64" 20" 76.5" 37.84 41.05 010 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" 35.59 38.80 011 SH16 SINGLE HUNG T-7" 6'-4" 20" 76.5" 37.84 41.05 012 SH16 SINGLE HUNG 1'-7" 6'-4" 20" 76.5" 37.84 41.05 013 SH36 SINGLE HUNG 4'-5" 6'-4" 54" 76.5" 35.59 38.80 Egress 014 SH14 SINGLE HUNG 1'-7"' 4'-21/2" 20" 51.25" 37.84 41.05 T.G.Obs 015 SH26 SINGLE HUNG T-1" 6'-4" 38" 76.5" 36.14 39.35 Egress 016 SH25 SINGLE HUNG T-1" 5'-3" 75" 63.5" - - 017 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 63.5" DOOR SCHEDULE NARK STYLE M.O NOTES WDOOR +D.P._ 001 SINGLE EXTERIOR 3'-0" 8'-0" 70" 99" 34.14 37.35 Main egress do not shutter 002 SINGLE EXTERIOR 2'-8" 6'-8" 37" 83" 36.14 39.35 1 Lite 003 SLIDING TRIPLE EXTERIOR 12'-0" 8'-0" 144" 96" 32.31 35.51 S.G.D. 004 SINGLE EXTERIOR 2'-8" 6'-8" 37" 83" 36.14 39.35 Ext 1-lite 005 OVERHEAD 16'-0" T-0" 192" 84" 31.95 38.88 Garage dr 006 SINGLE 2'4" 6'-8" - - Int solid core w/closer 007 SINGLE 2'-8" 6'-8" _ 008 SINGLE 2'-4" 6'-8" Upgraded dr 009 SINGLE 2'-8" 6-8" 010 BIFOLD DOUBLE 6'-0" 6'-8" 011 SINGLE 2'-8" 6'-8" 012 BIFOLD 2'-0" 6'-8" - 013 BIFOLD 3'-0" -8" 20 6'-8" 014 SINGLE 6'-8" - 015 BIFOLD DOUBLE 6'-0" 6-8" - - 016 POCKET 2'-8" 6'-8" - 017 POCKET 2'-6" 6'-8" 018 SHOWER 21-4" 7'-0" T.G. 019 SINGLE 214" 6'-8" BEAM SCHEDULE REINFORGIN6 •3 HOOP5 MARK 51ZE TOP MID BTM OR 57IRRUP5 REMARKS TYPICAL MASONRY BOND BEAM GONT. I&E55 NOTED 071HERWI5E BB-1 Bxl6 1#5 - - NONE READ. (7J GOURSE5 FILLED GA57GRETE HIGH 5TREN6TH LINTEL L-I 8x16 1•5 - In NOW RED. (2) GOUR5E5 FILLED CA57GREM H10H 5TREN6TH LINTEL L-2 OK20 1#5 - m NONE REGD. ALL GOURW5 FILLED GA5TGRETE H16H STREN6'M LINTEL L-3 8x21 I05 - 1.5 NOW ROOD. ALL 6OW_eC5 FILLM GA5TORETE H16H 5TRENOTH LINTEL L-4 Bx22 1.5 - M5 NOW READ. ALL COUR5E5 FILLED GASTGRETE HIGH 5TREN6TH LINTEL L-5 8x24 1#5 - 05 NOW fmw. (3) GOURW5 FILLED GASTGRETE H164 STRENGTH LINTEL L4 Bx24 145 - M NONE REOD. ALL GOW5E5 FILLED II - - - - - - - - 12------13 - - - - - - I - - - - - - - - - -� \\ �- ---------- L-1 Q II I _J\HI I A Q \ �41TO� BB I \ \ V q '�' \\ \\ I Q \ I'-4°GLG. ry \\ m 10 \ <\ //?% 005 i -_ DOFF. GL6. ,1'-4" TO 10'-4" / Ln GOFF. GL6. \ 10'-0" TO I I'-0" \ \ \ �a q'-4" T. T. B. �BB. n I T.O. 2x40 '-4 \ WALL v I I �� - / v v h�" I I q -4 GL6. 10'-0" GL6. / / \ 101-0" GLv.\< T.O. 2x6 M. BEARING M�L ® V-4'I / 1-b I m 4 1'4" _ L I 11 / \ T:088. � L 3 - I - - G16. I \ - I W 4 T.0 BB. N m 0O a 9'-0" GL6. I �1 31-11 g'_7" 3'-2'� I / 6' 61 2'-81/21, 4'-0 1/2"3 4 "-01/21, 2'-8 I/� 2_ L. -1011 ----------1 C I I \� I m - " T.O.B.B. - - - - - - - - - - MITRED LINTEL i-_-----------1-----i-O-OTO�1 1, z 51-0" 21'-4" --- BEAM HEIGHT LEGEND _OF OF 5EAM = 10'-O" A.F.F. OF BEAM = 9'-4" A.EF 70F OF BEAM = a'-4" A.F -_ F3 LU ® Z LU LU ✓ W n LLI LLI N � O (O .' O Of � U � oN Imo, n- LLI M Q N O EL 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM o V � • r o am Chi Trawing BEAM P sheet S-4 revisions no. CI DIAPHRAGM SCHEDULE DIAPHRA6M NAILIN6 DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDRIE-5 E06E INTER. E06E INTER. EDGE INTER. LOCATION PANEL 6RADE THICKNESS SPACING REMARKS ROOF APA RATED 5HEATHIN6 EXPOSURE I, OR EQUAL SPAN RATING 40/20 19/32" 24" O/C MAX. IOd 6" O/C IOd 6" O/C IOd 6" O/C IOd 6" O/C IOd 6" O/C IOd 4" O/C IOd 4" O/C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED 5HEATHIN6 EXPOSURE I, OR EQUAL 15FAN RATING 40/20 Iq/32 16" O/C MAX. IOd 1 4" 0/0 IOd 4" O/C IOd 6" 0/C NAIL CORNER 5TV05 AT 4" O/C MAX. TYPICAL BLOCK FREE WOES U ALL NAILS TO BE OF RINSSHANK VARIETY ULE55 NOTED OTHERWISE. a: EDGE STRIP DEFINED A5 THE LE55ER OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILOIN6 OR 40% OF HE16H7 H BUT NOT LE55 THAN 4% OF LEAST HORIZONTAL DIMENSION OF BOLDIN6 AND T AT LEAST 3 FL Z i r- - ------ - - - - - - O I ROOF ZONE PRESSJRES: --------------- ZONE 43.2 P5F. ZONE 2 S 3= 50.5 P5F. a i NOTE: SEEDIAPHRA6M J2 2 SCHEDULE FOR ROOF i/ �� ZONE NAILING 1--- -� REQUIREMENTS. ROOF ZONE DIAGRAM ALL STRAPS SHALL BE SIMPSON HETA 20 STRAPS EXEPT WHERE NOTED OTHERWISE NHETA 20 = 1510# MAX UPLIFT CAPACITY (2) HETA 20 = 2035# MAX UPLIFT CAPACITY designed BM drawn PAR checked PAR date 1/3/18 scale 1/4" = Ib" (U.N.0) job no. P-18-0109 . MUR JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 10.12 � ' W > w r o O w 00 o W U M N Z W 0 0 N EL Cr a_ G d- L~L LL m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WWW.PACE2000HOMES.COM sheet S-5