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HomeMy WebLinkAboutPLANSs � T; F�ENERAL NOTES ,zI GONTN: ENERGY CONSERVATION NOTES GONTIN: ELECTRICAL NOTES st��, revisions <4� °A, no. date GONSTRUGTIONi TYPE V, UNPROTECTED, GROUP R3 OCCUPANCY PER b. R€IMPORGIN6 STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL B. GONTRUCTION SHALL BE IN AG00RDANGE WITH A.G.I. 530.1-II/ASGE6-II TMS602-II, 3. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2011 ENERGY AHU AND MISC. EQUIPMENT. I. CONTRACTOR SHALL VERIFY WIH F.P.4L. THE LOCATION OF SERVICE AND SHALL LDIN6 CODE bH EDITION (2011), REINFORCING AT EACH FACE. LAP 4b BAR DIA. MIN. CONSERVATION RESIDENTIAL. N SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON LOCATE METER 4 PANELS AS REOUIRED. 2. CONSTRUCTION SHALL FOLLOW THE FOR MASONRY STRUCTURES. TRUSS DRAWIN55.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE COUNTY AND ALL APPLICABLE AMENDMMENTS.EANS. BUILDING GODS AS ADAPTED BY THE 7 PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO AGI'S "MANUAL OF STANDARD 2) ATTIC ACCESS DOORS OR HATCHES FROM GONDITIOND SPACES TO COORDINATION BETWEEN THE TRU55 DESIGN AND AIR CONDITIONING DESIGN 2. ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE. PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE UNCONDITIONED SPACES SHALL BE WEAHER5TRIPPED AND INSULATED TO A 0.IN HVHZ AREAS HE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE REQUIREMENTS. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. CONCRETE REINFORCIN6 STEEL INSTITUTE UNLE55 NOTED OTHERWI5E. LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLAN IN 3, WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE designed AN FOUNDATION NOTES FRAMED OR EQUIVALENT BAFFLE OR RETAINER 15 REQUIRED TO BE PROVIDED ACCORDANCE Pin SECTION 21221.4 P.B.C. 4. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, COPPER OF EQUAL AMPAGITY. g 1 EN) LOOSE FILL 15 INSTALLED' TO PREVENT L005E FILL FROM SPILLING, INTO THE COLUMNS, AND FOOTINGS UNTIL REVIEH OF APPROVED TRUSS AND FLOOR SYSTEM drawn PAR LIVING SPACE. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT DRAWIN65, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 4ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. 5. THESE PLANS, A5 DRAWN AND NOTED, COMPLY KITH THE BUILDING ENVELOPE SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 5. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. . Checked AN PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE GONGRETE OR OTHER 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO ENERGY REQUIREMENTS OF THE FB.G. GRAFTER 13 ENERGY EFFICIENCY. 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b" X 6" X COMPACTED 3) THE BUILDING THERMAL ENVELOPE SHALL BE NTS R4 2A.1 TO R LIMIT AIR 1. GLEANOUT OPENINC75 SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT GEMENTITOUS MATERIALS AND THE WOOD A5 PER CODE. CONSTRUCTION. date 2/I2/11 W.W.M. OR FIBERMESH ON b MIL VISQUEEN (OR EQUAU ON GLEAN HELL COMPACTED FILL LEAKAGE IN ACCORDANCE WIH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. EACH LIFT OVER 4'-0" HIGH. GLEANOUT5 SHALL BE SEALED AFTER GLEANING AND scale /4" = I'-O" N.N.0) PRE TREATED FOR TERMITES. MM SHALL BE LOCATED IN HE MIDDLE TO UPPER HALF INSPECTION, AND BEFORE GROUTING. b. BUILDER SHALL 8E RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING 6. VERIFY ALL E.ONDUGTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER I. THE CONTRACTOR, Or n 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR SPECIFICATIONS. DIMENSIONS, CONDIITTIONS ATNJOB SITE, PLANT SPECIFICATIONS, EGT.Y �L AAPPROVED MATERIALS. D �5T BE SUPPORTED AT 3-0 0/G EACH WAY WITH INFILTRATION RATE OF NO MORE THAN 0.3 GFM PER SQUARE FT, AND 5WIN6IN6 DOORS USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT COLLAPSE NO MORE THAN 0.5 GFM PER 5OUARE FT AND MUST BE TESTED L15TED AND STEEL NOTES OR DAMAGE, fob no. F-11-0I0q . MUN 6. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED 2. ALL REINFORGIN6 STEEL TO BE GRADE 60. LABELED IN ACCORDANCE WITH R402.4.3. 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 1. DIMENVONlAL LUMBER SHALL BE SOUTHERN PINE. NO..2 OR BETTER AND SHALL BY THE ENGINEER A5 CONSTRUCTION PROGRESSES. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EFL) DISPLAY CARD I. STRUCTURAL STEEL SHALL CONFORM TO HE A15G "SPECIFICATION FOR THE DESIGN, PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBER b. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP, AND AT - 3. COLUMN AND WAIL CENTERLINE5 SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS IN ACC.ORDANGE WITH FBC 2011 ENERGY CONSERVATION R401.3. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL USES. g0 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 PUMPS NOT VI5IBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER tq:cCi ` CT OF RECORD S ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER OTHERWISE NOTED. CONFORM TO THE APPLICABLE ASTM 5PECIFIGATION AS FOLLOWS: W SHAPES - Agg2/A KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. RECOMMENDATIONS. SCALED DIMENSIONS. 991M-06a, OTHER SHAPE5 - A36/A 36M-05, PLATES A36/A 36M-O6, BOLTS - A 501-01b JOSEPH P. McCARTY UNITS 10. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 PS. T TUBULAR - ASTM A500/A50OM-I3 GRADE B (46 KSI) b. NON-BEARIN6 INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE q. PROVIDE 6FCI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW CONTRACTOR TO SUBMIT 501E BEARING TEST RESULTS OR SOIL BEARING CAPACITY MASONRY NOTES CHANNEL TYPE STUDS AT 24" 0/0 WITH MATCHING TRACKS TOP AND BOTTOM, WITH / I2" LAUNDRY AND NET BAR OUTLETS PER NEC 210.6(A). UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH HE F.B.C. ENERGY REPORT BY A FLORIDA REGISTERED ENGINEER. CONSERVATION CODE. GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL ARCHITECT 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING 5OCIE7Y 5CREH5 AT 12" O/C MAX. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS , Inc. 11. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY 5. S 50FPITS SHALL BE HIGH RIB TYPE. FASTEN TO 5UBSTATE AT 4" O/O AS FOLLOW5• NOTEALL 51TE PREPARATION 4 DRAINAGE RECOMMENDATIONS MADE IN THE 51TE I. CONCRETE UNITS TO BE ASTM C 10-IIb. ASTM 6RADE5 NI OR NII. PROVIDE PRECAST "STRUCTURAL IAELDIN6 CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE SELECTED BY OWNER. TERMITE INFESTATION AREA PER FRG 501. SPECIFIC, 6EOTECHNICAL REPORT MUST BE STRICTLY ADHERED To. LINTELS AS NECESSARY. Wm a 1500 P51) A.W.S. A5.1 E10XX. 11. METAL LATH OVER 5HEATHIN6 SHALL BE 5/6" V-GROVE OR DIMPLED. CEILINGS AND PROVIDE PRE -WIRED TELEPHONE OUTLETS A5 SHOWN ON PLAN. 900 E. OSCEOLA STRT 12. INTERIOR TO BE I/2" DRYWALL FINISH, b. FILL PLACED WITHIN 5'-0" of RE CONSTRUCTION PERIMETER SHALL CONSIST OF 2. MORTAR TYPE M PER ASTM G 210-08a. PLANCONCRETE: 3/4" LONG STUB N1AIL5 H/ 3/6" HEAD. HORIZONTAL AND VERTICAL WOOD r� p GLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF 95% MODIFIED FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4 PENETRATION 72.287. 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS SHOWN ON PL4LIVIN6, 3. ALL INTERIOR GYPSUM BOARD TO BE MIN. If2" HICK WITH (13 GAGE, 13/B" LONG, PROCTOR ASTM D 1557-01. 3. CONCRETE FILL INTO HORIZONTAL HOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL q/64" HEAD; O.OgB" DIAMETER, 1 1/4" LONG, ANNULAR -RINGED; 5D COOLER NAIL, I. A PERMANENT 516N WHICH IDENTIFIES HE TERMITE TREATMENT PROVIDER AND NEED 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX REG 0.086" DIAMETER, 5/8" LON6, 5/64" HEAD; OR 6YP5UM BOARD NAIL, 0.066° 1. AFTER STANDARD GLEANING AND 6RUBBINO HAS BEEN COMPLETED AND APPROVED, A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED N/ 5000 PSI FOR REIN5PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS G DIAMETER, I SO' LONG, q/32" HEAD) SPACED AT 1" O.G. FOR NAILS AND 12" O.C. FOR APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING PEA GRAVEL CONCRETE. SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT 14. ALL OL05ET LIGHTING SHALL COMPLY WIH NEC SEC. 4I0.b. I DA 5'REW5• GROUND. OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES In LEG,1/16" 14. HALL5 AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT B. THE MIX DESI6N SHALL BE APPROVED BY THE ENGINEER. 2. PROVIDE 3" STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT GROWN METAL MTL. FRAMING: SELF TAPING 50REWS s12 x 1/2" WASHER HEAD STAPLES 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C WN5, G 1325, C 1118, OR C 12T8 AND 6. SPLICES SHALL BE 46 BAR DIAMETERS AV CONTINUOUS AROUND ALL CORNERS AND (HVAG, EHW, HASHER/DRYER) LOCATED IN HE GARAGE AT FLOOR LEVEL PER F.B.G. 5HALL NOT BE USED FOR SOFFITS OR CEILIN65 PROTECTION PER NEC, SEC. 210.12 SMOKE DETECTORS SHALL BE CON 9 INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AS BACKERS GHANIESE5 IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. C. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WIH A SLUMP OF g"-II" MAX., WHICH MECHANICAL CODE. ARC, -FAULT CIRCUITS AHEAD Of SWITCH AND HAVE 5ELF CONTAINED-0P. 10. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING -G FOR WALL TILE IN TUB AND SHOWER AREAS AND HALL PANELS IN SHOWER AREAS. (PER MEANS THAT HE CONSISTENCY SHALL BE A9 FLUID A5 POSSIBLE FOR POURING WITHOUT DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SY. FRG 102.4.1 4 FRG 102.42). 10. GONGRETE FOR FOUNDATIONS AND FOOTIN65 SHALL BE 2500 PSI MIN. SEGREGATION OF THE CONSTITUENT PARTS. 3. PROVIDE Ix2 P.T. FIRESTOF VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DEL. /1 MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.65. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHER LOCATION PER LAYER OF HATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER 16. PREWIRE FOR GARAGE DOOR OPENER SENSOR., ( U G WALL AND CEILING FINISHES SHALL HAVE ASMOKE-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. GREATER THAN ILIN 11. PROVIDE ARC -FAULT CIRCUIT INTERRUPTOR PROTECTION IN DWELNG, ENGINEER.4. ALL GLAZING HITHIN 241(4b" IN SHALL BE II. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF IGREA E TND N 210I0. FINISHES SHALL HAVE AFLAME -SPREAD CLASSIFICATION OF NOT BEAM SCHEDULE NOTES 4. REINFORCING: TEMPERED. ALL WNDOW5 OR GLASS NCLOSURES AT OR WIHIN�ROF TUBS AND 1126 1-1/2" LONG AND .120" DIAMETER U.N.O.DINING, FAMILY ROOMS, KITCHENS, LAUNDRY RMS, DENS/ LIBRARIES, �y FRFD P� 7. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL 6LA55 IN SUNROOMS, CLOSETS, HALLWAYS OR SIM. ROOMS PER NEC, 210-12 (B). 12. TRJ55 MANUFACTURER SHALL DESIGN TRUSSES TO GONIPLY WITH ALL SUPERIMPOSED 16: PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, CRITICAL RADIANT FLUX NOT LE55 THAN 0.12 HATT PER 5WARE CENTIMETER. I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EE) OF BEAM OR VERTICAL: SIDEL16HT5, 5LIDIN6 GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. 51N6LE-PHASE 15 AND 20 AMP GIRGUITS SERVING: BATHROOMS, GARAGES, KITCHENS, -, EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE THROUGHOUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE WIND LOADS PER F.B.C. 2017. AGGE50RY BUILDINGS, OUTDOORS, OR WITHIN 12° OF EDGE OF ANY SINK. A. ASTM Ably/A 615M-Oq. PER REINFORCING SECTION (GRADE 60). 5. EGRESS WINIDOWS SHALL BE OPERABLE FROM HE IN51DE WIHOUT HE USE OF TOOLS. ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRG316. S 6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20° WIDE, AND MIN. 15 PER FRG 102.2.1 ALL GYPSUM 80ARD MATERIALS AND AGGEESORIE5 SHALL NOTED. NET AREA OF 5.1 5:F. FOR And FLOOR WINDOWS AND 5.0 S.F. FOR H, FLOOR WINDOWS. Iq. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS HITH 2O01 GFM OR MORE. CONFORM TO ASTM G 36,0 -7q, G 475, G 514, C 650, G 451, C 460,6 1002, C 1041, G 1177, B. WHEN A FOUNDATION DONEL DOES NOT LINE UP WIH A VERTICAL GORE, IT SHALL NOT SMOKE DETECTORS TO BE IIOV W/ BATTERY BACK UP - ARC, FAULT CIRCUIT G 1118, C 1218, G 13g5, G 13gb OR C 1656 AND SHALL BE INSTALLED IN ACCORDANCE 2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLE55 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 SO THAT ONE SMOKE DETECTOR � IN AN ADJACENT CELL TO HE VERTICAL WALL REINFORCING. AT 54 A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE i WITH THE HALL CONFORM OF FRG, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM SHALL BE NO LE55 THAN 56" A.F.F. OR PROVIDE AN APPROVED 5AFE6UARD. I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL W BOARD SHALL CONFORM TO ASTM G 551 3. ALL TIE BEAMS (MARK " TO REINFORCING SHALL BE BAR THROUGH TIE- G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH CONFORM TO THE REQUIREMENT$ BET FORTH IN THE TLORIDA BUILDING CODE 20. CEILING AREA 110 V. SMOKE DETECTORS SHALL NOT BE OL05ER THAN 3 FT. FROM i BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. III INSULATION MATERIALS, INCLUDING FACINGS, SUCH EI VAPOR RETARDERS OR VAPOR FROM THE MASONRY. b. ALL BARROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION. THE DOOR TO BATHROOMS, WASHERVRYERS, A/C SUPPLY AND RETURNS 4 KITCHENS. P �.i %- PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR GEILIN6 ASSEMBLIES, ROOF -CEILING 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS SMOKE DETEGTOR5 MAY BE WIHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF �� Z Z ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME FROM ADJACENT BEAMS. (UNTO). D. VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED IN 1. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL BE DETERMINED USIN6 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. THE PHOTOELECTRIC TYPE. SPREAD INDEX NOT TO EXCEED 25 WIH AN AGGOMPANYIN6 SMOKE -DEVELOPED INDEX THE COLUMN SCHEDULE. TABLE 2405.5 4 .3A OF F.B.C. AS THE MINIMUM THICKNESS ALLONED.U. NOT TO EXCEED 450 WHEN TESTED IN AGGORDANlGE KITH ASTM E 64 OR UL 123. 5. DROP BOTTOM OF TIE BEAMS A5 RFOUIRED AT WINDOW 4 DOOR HEADS (28" MAX) 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED 21. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR 0 J O E. VERTICAL REINFORGINI6 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 A55EMBLIE5 IF ANY. 5L EPIN16 PURPOSES WHEN THE BUILDING HAS A F0551L BURNING HEATER OR (J W CCa U U ADD 245 BOTTOM If DROP EXCEEDS 8'. CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW THE EXTERIOR WALL COMPONENTS OF HE ENCLOSED BUILDING HAS SPECIFIC PRODUCT APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME L W CONCRETE NOTES 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED B" TO FIT BLOCK REINFORCING BARS TO CONTINUE UNINTERRUPTED. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS 4. ALL DWELLIN6 ROOMS MUST HAVE HVAG RETURNS. RETURN MAY BE DUCTED, FROM HE BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POHER LU O U U 0 AS SET FORTH IN CHAPTER 16. WORK. JUMPERS OR TRANSFER GRILLES. UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. W I. CONCRETE SHALL CONFORM TO ASTM C441C q4M-Oq, SHALL HAVE A MAXIMUM HORIZONTAL: q. PICKETS AT STAIRS, LANDINGS 4 BALCONIES SHALL BE SPACED TO PREVENT 5. A/G UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. � W WATER CEMENT RATIO OF OTH AND SHALL HAVE CONCRETE P51 COMPRESSIVE STRENGTH IN 7. ALL ADDED S OTHERWISE INAL BEAM REINFORGIN6 SHALL EXTEND b" MINIMUM INTO PASSAGE OF A 4" DIAMETER SPHERE. LA. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR r W J A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED A5 SCHEDULED IN THE BEAM LABELED BY A RATIONALLY RECOGNIZED TESTING LABORATORY. z 0 26 DAYS (UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE SUPPORT UNLESS OTHERWISE VOTER ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ASV. ADJOINING GRADE. WITH AGI 318-II AND AV 301-10. ALL CONCRETE MASONRY WORK SHALL BE IN SCHEDULE. PADS SHALL BE A MINIMUM 4'-O"xq'-O" PAD FOR DOUBLE UNIT. 0. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FAN 4 KITCHEN HOODS SHALL NOT q) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT 23. TAMPER RESI5TANT RECEPTACLES ARE REQUIRED IN DNELLIN6 UNITS IN ALL AREAS CO ACCORDANCE WITH AGI 530-II. b. 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 SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. UJ SPECIFICATIONS. 7Ei;IFIED IN NEC 210.52 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC. 406.11 �'`� V 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: TYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/C VERT. REINFORCEMENT SHALL L J Lli FOOTIN65: 3" BEAMS AND COLUMNS: 1-1/2" q. ONg-QUARTER OF MAXIMUM BOTTOM REINFORGIN6 STEEL AREA OF EITHER ADJACENT AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LESS PLUMBING NOTES 24. INTERSYSTEM BONDING TERMINATION FOR GONNEGTIN6 INTERSYSTEM BONDING AND W THEN 24" BEYOND HE OPENING. PROVIDE 8" MIN EMBEDMENT INTO CONCRETE COLUMNS FRAMING MOTES r 0 � =F.CJNDIN6 CONDUCTORS SHALL BE PROVIDED FOR N, GOMMUNIGATIONS, RADIO, BEAM EXTEND RRU SUPPORT AND LAP WITH A CLASS "A" TENSION LAP SPLICE AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T" INTERSECTIONS. CAN, ETC. PER NEC 250.44. 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615/A 615M-Oq. ON ETHER SIDE OF SUPPORT. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, W ff) 0. 5PLITIN6 OR GRAGKIN6 OF STRUCTURAL COMPONENTS DUE TO IWALATION OF 5. GENERAL: I. FINAL SIGNED AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM DESIGN MUST BE PB.C. 25. A MINIMUM OF 75 % OF RE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES -J Cam" U SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DESIGNER5 MUST 2. ALL PLUMBING FIXTURES SHALL MEET HE REQUIREMENTS OF TABLE 604.5, F.B.G. SHALL BE HIGH-EFFAGY LAMPS OR A MINIMUM OF 15% OF THE PERMANENTLY ® d 4. DETAIL OF PRACTICE REINFORCEMENT SHALL R IN ACCORDANCE WITH "RE MANUAL HARDWARE 15 NOT PERMUTED PROVIDE ALL TRV55 CONNECTIONS AS PART OF THE DESIGN. 3. DISPOSITION OF RAIN HATER SHALL COMPLY WITH F.B.G. PLUMBING CODE CHAPTER 11. L IJ _ OF STANDARD PRACTICE FOR REINFORCED CONCRETESCONSTRUCTION" NOTE UGT HE IS PUBLISHED A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.G.I. 530-II/ A.Sb,E. 5-II T.M.S. 402-II, 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM IOb" FROM ROOF JACKS. INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFAGY LAMPS. (LOW O Q - BY THE CONCRETE REINFORGIN6 STEEL INSTITUTE UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED, THE INTA!.LATION OFSPEGIFIED HARDWARE SHALL BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON 2. BEARIN6 POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO 5. CONDENSATE DRAIN MUST 8E A MINIMUM OF 12" OFF THE BUILDING. VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH EFFAGY LAMPS) U O CONFORM TO THE MANUFACTUREE INT '.!CTIONS AND STANDARD PRACTICES BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE5. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 2. LINTELS SHALL HAVE A MINIMUM 4" 6iARIN6 EXCEPT RECESSED LINTELS SHALL HE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER 15 (2) OR 6. SHOWER COMPARTMENTS AND WALLS ABOVE BAH TUBS WITH SHOWER HEADS SHALL }- � � SUPPORT ALL LOADS DURING CONSTRUCTION. " MORE PLIES UNLESS NOTED. BE FINISHED WITH A SMOOTH, NONAB50RBENT 5URFAGE TO A HEIGHT NOT LESS THEN 26. RECESSED D AND UNCONDITIONED SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN O _g -1 N HAVE T BEARING. 10 INCHES ABOVE THE DRAIN INLET. CONDITIONED AND UNGONIDITIONlED SPACES, () L J < C/) C � J H H Q CODES USED: --�_ >- cn n- PROPOSED RESIDENCE FOR: oo e o JURISDICTION : CITY OF PORT ST. LUCIE, FL , � Q LJ m Q Q4 - NEC(NFLORIDA BUILDING GODS bTH EDITION (2011) CODE : 2011 FLORIDA BUILDING CODE 6 TH EDITION MU N YA N R E S I D E N C - �L ' ��� O' NEC MFPA 10) 2014 PROJECT ADDRESS : SEE TITLE BLOCK PROJECT NAME: KEY LARGO BUILDER l.I FOR'v!ATION - A.5.0.E: 1-10 >� ��D4 •P FBG 2011 PLUMBING GODS, FBG 2011 MECHANICAL GODS, FBG 2017 ENERGY ARCHITECT/ENGINEER: JOE MG GARTY CONSERVATION CODE o Q ° t � s , i TYPE OF GONTRJGTION : G85 : X FRAME o va n '0 a BUILDING DESIGNED : ENCLOSED -X OPEN PARTIALLY ENCL05M rQ p p DRAWING INDEX HIND SPEED (3 SECOND 6UST) V ult : 110 mph 6-1 COVER SHEET WIND SPEED (NOMINAL) V asd r 132 mph { 00. F-I FLOOR FINISH PLAN EXPOSURE A-1 FLOOR PLAN INTERNAL PRESSURE COEFFICIENT : 0,115 A-2 ELEVATION IMPORTANCE FACTOR: 1.0 BUILDING P15K CATEGORY 2 (1;2,3 OR 4) s _ A-3 ELEVATIONS MEAN BUILDN6 HEIGHT. J53 FT j A-4 BUILDING 4 WALL 5EGTION 4 DETAILS OVERHANG : P-b" Inchas ROOF PITCH : 6 / 12 5-1 FOUNDATION PLAN COMPONENTS 4 GLADDIN6 WIND PRESSURES : 24.2 / -52 4 P5F 5-2 FRAMING DETAILS (ACTUAL BUILDING OE516N PRESSURES FOR WINDOWS AND DOORS L167W ON PLANS) 1233 SE PORT ST. LUCIE BLVD. 5-3 FRAMING PLAN ROOF DEAD LOAD : _ 55 LIVE LOAD: 20 PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 5-4 BEAM HEIGHT PLAN FRAMED FLOOR LIVE LOAD; Nam_ PSF DEAD LOAD : WA WV/W.pACE2000HOMES.COM PORT ST. L U CIE, /1 �/ I E, F L 5-5 BRACING PLAN SHUTTERS : YES NO X E-I ELECTRICAL PLAN IMPACT RESISTANT ASSEMBLY : YES X NO M-I HVAG PLAN - PLAN /ELEVATION SYMBOLS LEGEND Q GROUT FILLED CELL SEE ®� FOUNDATION PLAN POTSHELFHEIGHT A5 NOTED C*J z POU CONCRRETE COLUMN YE1111!/1Ll/1!!/!1 , HEIGHT AS NOTED ,: NON-6EARIN6 FRAME _ _ _ PLAIN W OPENINGSEE drawing CONSTRUCTION EARIING FRAME E I NHOU FIRE RATED COVER SHEET NSTRUFRAME CONSTRUCTION MASONRY CONSTRUCTION ABOVE OR BELOW TYPICAL E BEAM HEIGHT SCANNED ELEV GHAN6E Sheet BY St. Lucie County Gj-1 �0'-O" FIN. FL. SLAB FLOOR ELEVATION W :L revisions no. ui 5 FLOOR FINISH PLAN SCALE : 1/4" = I'-O" designed AN drawn PAR checked AN date 5/26/15 scale 1/4" - 1'-0" (U.N.0) job^... P-19-0101 . MUN W U z ui VJ W W J W U) d sou W Q p CD J pi J 0:�I—i12�_ < >- U) CL' 0 �e 0- IL Z O O O N Lu C) CL co 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM O drawing FLOOR ,. INISk PI-klkl sheet F-1 m r = 0'-0 J00 ® ® BEDROOM 2 4 3 ONLY INTERIOR ELEVATION 'A' 50ALE: 1/4" = I'-0" HT. FIN. FL. SL DOOR SCHEDULE N K STYLE DOOR M.O. D.P. NOTES WD HGT W H + - 001 DOUBLE EXTERIOR 6-0" 6'-8" 78" 83" 36.46 39.86 Main egress do not shutter 002 OVERHEAD 16'-0" T-0" 16'-0" 84" 22.9 29.9 Insul. Gar. Dr 003 SINGLE EXTERIOR 2'-8" 6'-8" 37" 83" 38.27 41.66 Ext 1-lite 004 SLIDING TRIPLE EXTERIOR 12'-0" 8'-0" 144" 97" 23.9 26.0 S.G.D. 005 DOUBLE EXTERIOR 6'-0" 6'-8" 78" 83" Ext 1-lite fr dr 006 SINGLE 2'-8" 6'-8" - - - 007 POCKET 2'-8" 6'-8" - - - 008 SINGLE 2'-8" 6'-8" - - 009 POCKET 2'-6" 6'-8" - - - 010 SINGLE 3'-0" 6'-8" - Frosted t.G. Int. Fr dr 011 SINGLE 2'-8" 6'-8" - 012 BIFOLD DOUBLE 4'-0" 6'-8" - - 013 SINGLE 2'-8" 6'-8" - Int solid core w/closer 014 SINGLE 2'-8" 6'-8" - 015 INT-BIPASS 6'-0" 6'-8" - 016 SINGLE 2'-8" 6'-8" - 017 BIFOLD 2'-0" 6'-8" 018 SINGLE 2'-8" 6'-8" - 019 INT-BIPASS 6'-0" 6'-8" 020 BIFOLD 2'-6" 6'-8" - - WINDOW SCHEDULE M* TYPE STYLE SIZE M.O. DJ'. NOTES W H W H + 001 T.G. TRANSOM 6'-5" T'-7" 78" 20" 40.07 143.47 Clear 002 SH26 SINGLE HUNG T-1" 61-4" 75" 76.5" 24.1 26.2 Brittany 003 SH26 SINGLE HUNG T-1" 61-4" 75" 76.5" 1 24.1 26.2 Brittany 004 SH25 SINGLE HUNG T-1" 64" 38" 63.5" 24.1 26.2 Egress 005 F.G. PICTURE 4'-0" 2'-6" 49" 30.5" 24.2 26.2 T.G. Obs. 006 SH25 SINGLE HUNG T-1" 5'-3" 38" 63.5" 24.1 1 26.2 Egress 007 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 27.5" 76.5" 24.2 32.4 008 SHH36 SINGLE HUNG 2'-2 1/2" 6'4" 27.5" 76.5" 24.2 32.4 009 SH25 SINGLE HUNG T-1" 5'-3" 75" 63.5" 37.21 40.61 010 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 63.5" 37.21 40.61 011 SH35 SINGLE HUNG 4'-5" 5'-3" 54" 635' 38.27 41.66 012 SHH35 SINGLE HUNG 2'-2 1/2" 5'-3" 27.5" 63.5" 24.2 32.4 013 SHH35 SINGLE HUNG 2'-2 1/2" 5'-3" 27.5" 63.5" 24.2 26.2 014 SHH36 SINGLE HUNG 2'-2 1/2" 6-4" 27.5" 76.5" 24.2 26.2 T.G. Obs. 015 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. Obs. 016 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. Obs. 017 F.G. PICTURE 2'-1" 2'-6" 26" 30.5"1 24.2 32.4 T.G. Obs. 018 F.G. PICTURE 2'-1" 2'-6" 26" 1 30.5"1 24.2 32.4 T.G. Obs. PANTRY DOOR GRAPE PANTRY 6LA55 DOOR LIKE MOM INTERIOR DOORS/BIFOLD ,/BIPA55 MODEL MA5ONITE 2- PANEL EXTERIOR DOOR HARDWARE KWIK5ET DAKOTA IN SATIN MCKEL INTERIOR DOOR HARDWARE KWIKSET TUSTIN IN SATIN NICKEL GROWN MOLDING/LOOATIONS MASTER BEDROOM COFFER $ LIVING ROOM OOFFER/BEAM5 #45 5-1/4" PRIMED FINGER JOINT TRIM DETAIL/LOCATIONS DININ6 ROOM (SAME AS MODEU M51 PANEL MOLDING 1/2XI Y,& BASE BOARDS #5160 5 YA PRIMED FINGER JOINT GASIN65 BABY HOWE GA51NG I1/16X2-1/4 FRONT DOOR 6'0"Xb'6".IMPACT I-LITE DOORS MASTER BEDROOM EXTERIOR DOOR 6'O"X6'6" IMPACT I-LITE DOORS rn 0 I b'-4" 4'-5 1/2" 60 1HB RV ilia ^BB 60 AMP -O-O A-4 POOL PANEL ' FAMILY ROOM 6 P ;p Ia a °o ao®°° 0 ----------- - - - - - -- o T to O -:2"I " II-2 8' 2 V-2" NOOK I oos PORCH _ +11_4" GLG. ry W ® ® CA ; m O i 19 0 rll F- - - - - - - � �--- BEDRM 3 12 OI I ------ --- 2'-2" 2-_2�� 004 ry l0'-4"_1 ®� _ ®� o _ I 5'-On 7 6 _411 0 ER I N II BEDRMCO F - I ryAST - r1- - - -I�- - - '- -I I'-4I' ISP. HALL 018 q1 .fl q'-411 T0�0' 4" I I VENTED 0.. a BL O q'-4" Olq III MICRO INK^ 2'-0" 15'-0" OVER I p w �° N RANGE O O 5 5H - 1T 8" - - - - - I = - KI o HE N > 01-7 ry IR15 I I I r I LIVINh' I -DROP BE I IZX ID.w. ' ': I O 3 o L- ------ N 12" DP ROOM I I COFFERED GL6 I -J I $ BATHRM q'-4 GL6. - GOFF GL6 I I µ 016 _ i- w 10'-0" TO 11'-OI' I L I 2 Ir= --� ---I ------I ---1 r---� O IRIS I I - o � - - - - - - QU L LWAL EQUAL '^ REF. O10 4'-4" 3'-5' N - - - 014 YP. " ° W.I.C, -LI- ---I�----� - A4 all r,, . -� 00-1 Arn0AC0. � G.�r.1 006 '- * a'-o° _o, 5' a" UTILITY= OOM BEDRM 2 = L IRIS - - - 01a q'-4" GL6. _ N > m OIS A fi O FULL HE16HT COLUMN i I I Al O O 00 020 �i p VTR D_ I 2 4" II'-6" 2" HIGH WALL W/GAP r MASTER FOYER DINING m - = 2' a" BATHRM 10'-0" GL6 R ROOM - L J u �1 � I I I 2x4 . BEARING 14 p q'-4" GL6. r 0'-OI GL6. SHE I WALL TOP a q'-4" oo i 5'-5" 6'-b" I I'-5" r 5'-5" 3 5 _ I I/ TO CENTERLINE OF WA L : " _ l7 1/2" THK GYPSUM EXTEND CURB BRD APPLIED EACH 51DE 6 RDEN W _ BEYOND WALL OF WALLS VVR-II MIN 200 AMP O BY 2" BATTS TYP ELEC. PNL. 'A' - OFEN x 2 CII.X T.G. a 42" A.F.F. O I I 2 3 22 x54" � c� I I HILL DN STAIR - L HLPO. LT. J oD SHWR. I I Q I I I " ❑ COV'� i III a m I6 17 O ry I I PORC III GA RAGE m ql I I iz'-o" cL6. I I BOX OUT TO WIDTH OF v 2'-q" 3'-10" 2'-q" 2'- I I COLUMN a PORCH TYP III O GONG WAl BY iLDR -0' T 10" '-0' q'-4" _0' 2'-1" 8" 20'-0" A -A - - i - - - - - - - - - - - - - - - i AGGU #1 (V ry - I I = I I I 002 MAINTAIN A CLEAR 64" I I OPENING m0 _ 001111101 NOTE: ALL WINDOW 4 DOOR GLAZING TO BE IMPACT RES15TANT 4 LOW-E . CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 2254 SF 2254 SF NON CONDITIONED AREAS FRONT PORCH 189 SF 2 CAR GARAGE 526 SF COV'D PORCH 283 SF 999 SF GROSS AREA GROSS AREA 3253 SF revisions no. designed AN drawn PAR Checked AN date 2/12/Iq scale 1/4" = I'l (U.N.0) fob no. P-Iq-0IOq . MUN JOSEPH P. McCARTY ARCHITECT, Inc. )00 E. OSCEOLA STRT 00 q72.287.6735 LU ry Q 2A1' I-- LU LLI LPL.! � ULI J F-i/)C) L�0L_J F iV C ru^ i;Cr, Z 0 0 N LLl rJ IL m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W. PACE2000 HOMES. COM W O EOv am Chi Z SHF_i M INFORMATION DRIVE BY drawing GONG DRIBLDR FLOOR PLAN FLOOR PLAN 50ALE : 1/4" = I'-0" sheet A-1 e revisions no. HARDI HORIZONTAL HARDI HORIZONTAL _ 51DIN6 IN 6ABLE END OMNLA NW H16H 5TANDIN6 METAL SEAM ROOFIN6 12 RIGHT ELEVATION SCALE: 1/4" = 1'-0" 114" T.OBB. ® ENTRY 10'-0" T.OBB. W-4" T.OBB. &-0" T.OBB. " IN. FL. SLAB 10 22'-10"T.O.PL. HIDE RAISED STUCCO ® CUPOLA VERT. EDGE BANDIN6 6" HIGH OVER W HI6H RAISED STUCCO BANDING HARDI HORIZONTAL 510IN6 SEE HARDI INSTALL NOTES ON SHEET A4 I" HIGH STANDING METAL SEAM ROOFING - SEE METAL ROOFING NOTES ON SHEET A4 12'-0" T.OB.B. - - - - - -® ENTRY I 13 OBB 4" HIDE RAISED STUCCO VERT. EDGE BANDING HARDI HORIZONTAL SIDING 6" HIDE RAISED STUCCO BANDING AROUND DOOR 0'-0" FIN. FL. SLAB 140 FRONT ELEVATION SCALE: 1/4" = 1'-0" designed AN drawn PAR checked AN date 2/12/Iq scale 1/4" = I'-0" (U.N.0) job no. F-19-01041 . MUN RE^ona. JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 72.287.6735 0 C) z ® L vJ LLJ W JU) ® �e pL Z z Q � Q 0 o Q -J rJ N z Qt) J i! - I— rr-Q 0 E C.) < \_ �11LL- m BUIL J R WFO MATiOi i 1.233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W Ww. PACE2000HOMES.COM WO VO V EO Z SHEET IP ROP MATIU"^' " drawing ELEVATIONS revisions no. HARDI PLANK 51DIN6 PRODUCT P.A. FL / NOA EXP. DATE MODEL MANUF. GLASS ATTACHMENT METHOD BLDG D.P. PRODUCT D.P. 51N5LE RN6 (5H) 11-0630.05 SH-1700 P&T IMPACT 1-/1/4' X 1-5/4" MIN. EMBED. TAPGONS o 6"/111" OG SEE HINDON 50HED. 110.0 FIXED6LA55 18-0450.05 T01/120/620 P6T IMPACT 1-/1/4" X 1-3/4" MIN. EMBED. TAPOON5 0 6712" OG SEE HINDON 50HED. i DOD (PH) SLIDING GLASS IT-0420.12 2/1-1/2020 T10 P6T MDPGD IMPACT 1/4" T.C.'S X 1-5/4" MIN. EMBED. TAPGON5 0 5"/13" SEE HINDOH 5CHED. ! 9O0 PSF DOOR MULLION5 IT-0630.01 1 x 2.15 EXT. P6T 1/4" X 1-3/8" MIN. EMBED. TAPCON5 (4 PER CLIP) SEE WINDOW SCHEDULE 1110.0 P5F x 0,516 SOPFIT STUCCO 51DIN6 11-0,521.21 HARDIE JAMES HARDIE SEE SHEET A-4 -32.4 -12 OVERLAPPING PLANK PLANK 6ARA&E DOOR FL16546.5 MODEL 13146 LOPAY 5/160 X I-5/8" MIN. EMBED. LA6 5GREN5, SEE DOOR SGHED. * 56•0 PSP -42.0 P5F CLASSIC (ONE PER BRACKET) SERIES EXT. DOORS FL "1630.1 RT EXTERIOR THERMA-TRU IMPACT 1/40 T.G. H/2-3/4" MIN. EMBED T.G.'s MIN. SEE DOOR SCHED. 150.0 P5F SMOOTH STAR o 4' O.G. SEE DOOR SGHED. t 50.0 P5F ROOFING MATERIAL STANDING SEAM PL11696.6 12/31/14 EN&LERT ENOLERT, INC. 010 PANCAKE HEAD SOREN X 1" (3116"" MIN PENETR. - 54.9 -150D PSF SERIES 1101 Tim BOTTOM SUPPORT), 6I", O.G. (STANDING SEAM) O OPEN REAR ELEVATION SCALE: 1/4" = 1'-0 LEFT ELEVATION SCALE: 1/4" = 1'-0" designed AN drawn PAR checked AN date 2112A9 scale 1/4" = I'-O" (U.N.0) job no. P-I41-0105 . MUN JOSEPH P. McCARTY 10'-0` T.O.B.B. A ARCHITECT Inc. 4-4 T.O.B.B. 900 E. OSCEOLA STRT 12'-0" T.OB.B G ENTRY 10'-0" T.OBB. 9'-4" T.O.BB. 6'-0" TD.B.B. ZIZONTAL 510IN& RAISED SMOOTH ERT. EDGE BAND PIN_PL. 5L 72.287.6735 b f' W C) z o r LLJ rr ^^ VJ U-1 LL 1 U) ULJ U) LL@ rJ C ® (-, 0 � N LIJ z <�((/)Q_ >- (� U �y G �e 0- ILL m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WWW.PACE2000HOMES.COM drawing ELEVATION SECTIONS Sheet A-3 PR54N6 7RL65E5 ALL EXTERIOR CEII INIG MATERIAL TO BE HY-RIB LATHE AND STUCCO FASTENERS AT 24" O.G., EITHER 1-5/4" MIN EMBEDMENT ROOFING NAILS WITH 1/6" SHANK AND 3/b" HEADS OR STAPLES WITH1-5/41 MIN EMBEDMENT LE65 4 1/I6" (16 6ACO EXT. PORCH CLG DET. #1 GONG. OR MASONRY ALUMINUM FRAME, FASTEN Ix4 MIN. P.T. BUCK SET IN STUCCO FIN15H GONG. COLUMN 2x4 P.T. BUCK SET IN SEALANT FASTEN DOOR THRESHOLD SET IN BED OF CAULK 4 FASTENED TO RILL W ALUMINUM FRAME `SECURE FRAME TO SILL TO STRUCTURE THRU BUCK W 3/I6" TAP( -ON SCREWS 0 12" 0/G. MIN. 1-1/4" EMBED SEALANT AND NAILED W/ 1-1/2' CASE HARDENED COI NAILS AT 12" O/C. MAX. PERIMETER SEALANT GONG. OR MA50NRY DOOR FRAME FASTEN TO BUCK 3/I6"x WEATHER STRIPPING BY DOOR MANF. 6ARAGE DOOR DIA. x MI T 4" x I I/2" SCREWS 0 0 1 16" O/G ,L/ WITH SILICONE GONG. OR MASONRY Ixb P.T. BUCK SET IN SEALANT AND NAILED 2-1/2" TAPCON C FROM ROM TAPGONS fl0° Q o CORNERS $12' O/C MAX 0 4 PERIMETER SEALANT CAULKING PER PERIMETER SEALANT Y— 57000O FINISH ° ° ' �° ` — W I-I/2" CASE HARDENED Oo COIL NAILS AT 12" OX. SCREWS ®2'-O" 0/0 FLOG R GO COVERING 6ALV. STL. VERT. TRACK BY MANF. FASTENED TO L FLOOR COVERING (�--GONG. OR MASONRY o 0 0 ° MAX. TRACK PER PROD. DOOR TRIM q Ix4 MIN. P.T. BUCK SET IN DRYWALL BOARD 0 d ys APPROV. SPEC.'S DOOR FRAME FASTEN TO BUCK W/ #10 6ALV. x 2-I/2"a 0 2'-0" O/G o o o °0 .O .� ° o o . OaDQO. PRECAST OR POURED SEALANT AND NAILED W/1-1/2"GA5E HARDENED COIL NAILS AT 12" O/G. MAX. CAULKING F—ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 5/16" TAPGON SCREWS2x6 DRYWALL BOARD CAULKING m o p o(2) �po o, 6PER 6ALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB PROD. APPRV. SPEC.5SCREWS DOOR TRIM GONG. FLOOR SLABSILL W #5 BAR 0 12" O/G. MIN. I-I/4" EMBED DOOR FRAME FASTEN MIN. P.T. ATTACHED TO COLUMN W PERIMETER SEALANT PERIMETER SEALANT PERIMETER SEALANT DRYWALL BOARD CAULKING RIMETER SEALANT THRU BUCK W/ (2) I/4' T.0 x 1-3/4" MIN EMBED 0 GROUT BED CONCRETE SLAB 1/2"x 5-1/2 REDHEADS W/2 DIA. xYe THK WA5HER5 0 2'-0" 0/0 VERT. (b' STUCCO FINISH HEAD/JAMB DETAIL (DOOR) 5'UGGO FINISH SILL DETAIL (DOOR) SILL DETAIL (WINDOW) JAMB DETAIL (WINDOW) STUCCO FINISH HEAD DETAIL (WINDOW) 5"/13" 0/C JAMB/HEAD DETAIL (S.G.D.) SILL DETAIL (S.G.D.) MAX. FROM ENDS) JAMB DETAIL (GARAGE DOOR) STANDING SEAM ROOFING OVER 30# FELT UNDERLAYHENT OVER AM" EXT 6RADE GDX PLYWD. FASTEN MTL ROOF PER MANUFAGT. SPECIFICATIONS FOR ITC MPH WIND PER FB.G.-R 12 2011 6TH EDITION (°EE DIAPHRAGM SCHEDULE FOR NAILING PATTERN (SEE ELEV:S) (NOTE: FEEL AND STICK ROOFING MAY BE USED IN LIEU OF FELT PAPER AS SECONDARY WATER BARRIER) PRE-EN6. WOOD ROOF TRUSSES 1GYNENE SPRAY FOAM 024" 0/0 TYPICAL INSULATION WAPPROVED 6ALV.TRU55 SEE ENERGY GALC5 ANCHORS EA. END 6.0. TO PROVIDE IGNITION SEE ELLN BARRIER PER FBG EGR4053 _ _ FOR IGYNENE IN5UL 1/2" 5A6 RESISTANT GL6. x BRD. APPLIED TO 6ALV. MTL. DRIP UNDERSIDE OF TRUSSES ON IX2 P.T. w CONTIN. 246 PRE -PRIMED SPRUCE I.-b" FA5CIA 2x4 BLOCKING AT MID HEIGHT OH 5T000O OVER HI RIB PB. 6ALV MTL LATHE SEGURRED I/2" GYPSUM BOARD OVER 294 TO TRUSSES, WOOD STUDS AT 16' G/C. W/R-II MIN SEE FRAMING PLAN FOR VENT BATT INSULATION WHERE REQUIRED GAL05 4 LOCATIONS EXTERIOR FRAME HALL-5 TO BE STUCCO OVER PAPERBAGKED WIRELATH W/ II GA. 2" LONG NAIL5 WITH %" DIA. HEAD 0 6" O.G. OVER TYVEK BLD6 WRAP OVER 1%2' GDX PLYWD. SHEATHING W/IOd NAILS TO STUDS 0 161 O.G. PERIMETER AND FIELD D o TYPICAL WALL SECTION q_4 SCALE: 3/4" = 1'-O" .�C.f9L WVl OF P.T. WOOD BUCK TO MASONRY FASTEN PER PRODUCT APPROVAL AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATER PROOFING N.T.S. EXTERIOR CHU WALL WATERPROONN6 COATIN6 ON WINDOW SILL, JAMBS AND HEAD, APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE FACE OF THE WALL. i EXTERIOR FACE OF BUCK AND SILL. NUMBERS REPRESENT INSTALLATION SEOUENGE HARDI PLANK NOTE: ATTACHMENT TO CBS HARD] PLANK 51DIN6 TO BE ATTACHED OVER TYVEK BUILDING WRAP OR 15= =dT OVER OVER CMU. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1-1/4" LAPS AT TOP OF P_ANK. HARDIPLANK TO BE ATTACHED WITH ET4F FASTENING SYSTEMS INC. ET4F BLOCK NAIL. (ET4F NO. A5M-144-125, HEAD DIA. - 30", SHANK DIA. _ 0/(4" , LENGTH = 12S' LONG), OR MAX 6Y5TEMBLOGK NAIL (GP-0632 WT-IGG, HEAD DIA. = 0.30", SHANK DIA. = 0.50", SHANK DIA. = OJ5', LENGTH - 1.3") OR AER05MITH BLOCK NAIL (5325 HP, HEAD DIA. = 0.30", SHANK DIA. = 0.1444", LENGTH - 125) PLACED IN THE OVER LAPPED AREA AT V O.G. VERTICALLY AND 12" O.G. HORIZONTALLY INTO BLOCK. HARDI PLANK NOTE: ATTACHMENT TO WOOD FRAME HARDI PLANK SIDING TO BE ATTACHED OVER TYVEK BUILDING WRAP OR 15# FELT OVER NEW PLYWOOD, HARDI PLANK TO BE APPLIED HORIZONTALLY WITH 1-1/4' LAPS AT TOP OF PLANK. HARDI PLANK TO BE ATTACHED WITH 6d x 2-1/2' LONG GALVANIZED BOX NAILS PLACED IN THE OVERLAPPED AREA AT 8" ON CENTER VERTICALLY AND 16" ON CENTER HORIZONTALLY INTO S'UD5 THROUGH AM' PLYWOOD SHEATHING. I01/52" PLYWOOD SHEATHING TO BE NAILED TO STUDS WITH ]Od NAILS 0 4" O.G. FEIRIMETER 4 FIELD. (2) #10 5.M.5. TOP 4 BOTTOM 0 EACH STUD FINISHED CEILING -SEE O TYP. WALL SECTION CONT. 25 6AU&E METAL TRACKS TOP 4 BOTTOM W/ (1) #10 5M5 0 24" O/G 2X4 5TUD5 0 16" O/G I/2"TYPE 6YP5UM WALLBOARD 0 APPLIED VERTICALLY 4 ATTACHED W/ 1" LONG BU6LE HEAD SGREW'5 TO EACH SIDE 0 12" O/G CONT. 25 6AU6E METAL TRACKS i TOP 4 BOTTOM Wm.T. 2X4 BOT PL. GONG. FLOOR SLAB 1/4" 3-P2" TAPGON5 0 24" D.G. OR HILTI PIN5 .145" DIA x 1" L6. 0 16" O/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION (2) #10 5.M5. TOP 4 BOTTOM 0 EACH STUD FINISHED GEILIN6 - SEE Ti?. WALL SECTION Ix4 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO 0 STUDS W/ (2) #10 5.M.5. EA. END 2X4 5TUD5 0 16" O/C 1/2" TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY 4 ATTACHED W I" LONG BbGLE HEAD SGREW5 TO EACH SIDE 0 12" O/C GONT. 25 6AU6E METAL TRACKS TOP 4 BOTTOM W /P.T. 2X4 SOT PL. GONG. FLOOR SLAB 1/4" 3-1/2" TAPGON5 0 24" O.G. OR HILTI PIN5.145" DIA x 1" L6. 0 16" D/G W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE: 3/4" = P-O" 5TANDIN6 SEAM ROOFING OVER 50# FELT 12 UNDERLAYMENT OVER I11/52" EXT GRADE COX PLYWD. FASTEN MTL ROOF PER MANUFAGT. SPEGIFICATION5 FOR (SEE ELEV.'S) LATEST CODE EDITION (5EE DIAPHRA6M SCHEDULE FOR NAILING PATTERN PRE-EN6. WOOD ROOF TRUSSES 024" O/G TYPICAL WAPPROVED 6ALV.TRU55 SFE axy. ANCHORS EA. END 6ALV. M. DRIP ON IX2 P.T. GONTIN. 2x6 PRE -PRIMED SPRUCE FASCIA STUCCO OVER HI RIB 11-0,1 APPROVED TRUSS PB. 6ALV MTL LATHE q.H. CONNECTORS SEE SECURRED TO TRUSSES BRAGIN6 PLAN HARDI 51DIN6 OVER TYVEK BLD6 2Xb WOOD STUDS WRAP OVER 15# FELT PAPER OVER 0 161, O.G. TYP. 1%2" GDX EXT. PLYWD SHEATHING NAILED PER DIAPHRAGM SCHEDULE C-c) TYPICAL SECTION @ CUPOLA A-4 I SCALE: 3/4" = 1'-0" 10,04.1ml TYPICAL PRE ENGINEERED No. TRUSSES 0 24" O/G� STANDING SEAM ROOFING OVER 30# FELT UNDERLAYMENT OVER N/52" EXT GRADE COX PLYWD. FASTEN MTL ROOF PER 12 MANUFACT. SPECIFICATIONS FOR I10 MPH WIND PER F.B.G.-R 2011 6TH EDITION (amELEV.SJ (SEE DIAPHRAGM 504EVULE FOR NAILING PATTERN PRE-EN6.HOOD ROOF TRU555 024" 0/0 TYPICAL WAPPROVED 6ALV. TRU55 ANCHORS EA. END SL=EELEV - NOTE: AND GEILIN6 FIN15HE5 H ALL WALL SHALL AVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 A5 PER FSC R 2011 6TH EDITION NOTE: INSULATION MATERIALS, INCLUDING FAGIN65, SUCH A5 VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 A55EMBLIE5, ROOF-GEILIN6 ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACGOMPANYIN6 SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E 434. 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 SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXP05ED ON THE UNDER5IDE OF THE ROOF DECK OR ON THE ATTIC, WALLS SHALL COMPLY WITH SECTION R516 SPRAY FOAM INSULATION - SEE ENERGY CAL6.5 NOTE: R702.3.1 MATERIALS. ALL 6YF5UM BOARD MATERIALS AND ACGE55ORIE5 SHALL CONFORM TO A5TM G 56, G 14, G 415, G 514, G 630, G q31, G 1160, G 1002, G 104T; G 1171, G 11-16, C 12T6, G 1515 OR G Oft AND SHALL BE INSTALLED IN ACCORDANCE WITH THE FROV15IONS OF TH15 SECTION.. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM G 557. NOTE: R102.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A105.1, A106.4, A106.5, A106.b, A106.11, AII6.1, AII6.3, AI56.1 AND A131.1. R102.4.2 CEMENT, FIBER -CEMENT AND 6LA55 MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR 6LA55 MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM G 1265, G 1325 OR C 11-75 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 FIBER CEMENT TYPICAL WHERE FIBERGLASS PREFAB UNITS ARE NOT INSTALLED. 6ALV. MTL. DRIP PRE -PRIMED SPRUCE FASCIA OEM STUCCO OVER HI RIB F.B. 6ALV MTL LATHE SECURRED TO TRUSSES O.H. 2" HIDE SOFFIT VENTING PER VENT r,ALr,. WHERE NEEDED IN NON INSUL. AREAS 5/b" STUCCO FINISH OVER b" CONC. BLOCK SEE EXT. PORCH _ _ GL6. DETAIL L_5EE EXT. P H GL6. DETA LIVING RN FOYER \ COFF. GL6. ! GOFF. GL6. ° --COVERED— ENTRY —_ 1 11 L 1 11 J STUCCO STOP TYP.- 0'-0" T.O. _SLAB 5L MAIN A0 f �a BUILDING SECTION A -A A-4 SCALE: 1/4" = V-0" ICY SPRAY FOAM INSU TION SEE GALLS. G.( TO PROVI BARRIER PER FEY, EGR4051 FOR IGYNENE IN5UL 1/2" 5A6 RESISTANT GL6. BRD. APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. MASONRY BOND BEAM SEE STRUCTURAL DW6SJSGHEDULES CANT. METAL POUR STOP 1/2' DRYWALL IX2 P.T. FURRING 0 16" 0/0 OVER V THK RI61D FOIL BACKED INSULATION SEE ENERGY CALG.5 FOR R-VALUE II APPLIED WOOD BASE FIN. FLOOR TO BE IV MIN. II ABOVE CROWN OF ROAD MIN. MONO. GONG. FOOTING II SEE FOUNDATIO PLAN FOR NOTES 4 DETAILS ,. a a 4 l a.' . —^ III —I —1 1I- MIL V15OUEEN B-B TYPICAL WALL SECTION A-4 I SCALE 3/4" = 1'-0" 22'-10" T.O.PL. ®CUPOLA revisions no. designed AN drawn PAR checked AN date VIVA scale 1/4" = 1'-0" (U.N.0) job no. P-11-0101 . MUN gPCi 1"E TO EC0FRE1 JOSEPH P. MCCARTY ARCHITECT, Inc, OSCEOLA STRT 77 287.6735 LLJ U LLl ® F_ LLj W LLI I- u) NLLIJ L.L. Lu Y LLI V Z O U o � J N z Q _LU ® � U a_ i u) af 0 0- LL_ m 1233 SE PORT ST. LUCIE BLVD. S _ HIGH STANDING METAL PORT ST LUCIE, FLORIDA 34952 SEAM ROOFING - SEE METAL ROOF NOTES TH11115!f�AeELADDER O.H. BY BLOR 772) 340-7223 STUCCO OVER F.E. 6ALV. MTL LATHE OVER TYVEK BLD6 WRAP WWW.PACE2000HOMES.COM OVER 1%2" GDX EXT. PLYWD 5HEATHIN6 NAILED PER DIAP6RA6M SCHEDULE BOX OUT BEAM TO WIDTH OF o _ COLUMN TYP. 0 PORCH SEE NOTE "A" O 12-0 T.0.0.0. O ENTRY v 10:-0_" T.O.B.B. 13 V-0_" T.O.B.B. z - - - - - - - -C+j HARDI HORIZONTAL 51DIN6 W/4" WIDE RAI5ED SMOOTH STUCCO VERT. EDGE BAND 0'-0" FIN_FL, 5LLSk NOTE "A" BUILD OUT OVER COLUMNS: STUCCO OVER PAPERBACKED WIRELATH NV 11 GA. 2" LONG NAILS WITH %' DIA. HEAD 0 6" O.G. OVER TYVEK BLDG WRAP OVER 19E2" GDX PLYWD. 5EGURE SHEATHING W/IOd NAILS TO BLOCKING 0 6" O.C. IN FIELD 4 PERIMETER TYP: SECURE PT 2X BLOCKING TO CMU W/GA5E HARDENED KAIL5 0 12" O.G. 5TA56ERED WHEN NNEGESSARYAND TO FRAMING W/Ibd NAILS AS NEEDED drawing sheet A-4 xN 60 AMP POOL PANEL B 10,000 AIC RATED GIRD. I DESCRIPTION POLE 5KR WIRE KVA. 100% 100% KVA. WIRE 5KR POLE I DESCRIPTION GIRD. PUMP----- - 2- 20 _ 12- 22 O O -_IA _12 - 20 - I - POOL --- 2 --- --- -- --- ----------- --4 5 --- ----------- --b RV PLUG IN 2 60 b IOA ___________ _ --- -- ------ --- -- --- ----------- -10 _ 12 SUB TOTAL 1 122 O 1 O 1 IA SUB TOTAL TOTAL = 5.2 x 1000 / 240 = 55.0 AMPS THI5 PANEL 225 AMP ELEC. PANEL "A" 10,000 AIC RATED GIRD. DESCRIPTION POLE 5KR WIRE KVA. I00% I00% KVA. WIRE 5KR POLE DESCRIPTION GIRO. -- AHU HEAT PUMP OI ----------- - 2- ---I-------.--- 60 6 O IOA O O 8 40 2 COS #I 2 --k -s - 5 RANGE ----------- - 2- --- 50 -- - 6 --- 12.0 --- O -- O ------ 5.0 ID --- 50 -- 2 --- DRYER ------- ----------- 6 - a -I- _ q- MICROWAVE - 1 _ 20 12 1.2 O O 19 12 20 1 WASHER --- 10 II REFRISm*TOR I 20 12 1.2 O O 45 1025 2 WATER HEATER--- 12 Ig GENERAL LIGHTING I IS 14 052 O - 14 15 GENERAL LIGHTING - I- 15 14 052 O O IA 12 20 I GARBAGE DISPOSAL 16 17 GENERALLI6HTING - I- 15 14 052 O O -_1.2 12 20 -I DISH ASHLER _ 18 Iq- GENERAL LIGHTING _ I 15 _ 14 052 0 O 05 -12_ 20 1-1 - BATH sm REGEPT_- _20 21 --- GENERAL L16d+TIN6 ----------- - I - 15 -- 14 --- 052 --- O -- O -- 0.4 12 --- 20 -- 1 --- O.H. DOOR OPENER- ----- _22 2g- - - GENERAL LI6FITING ----------- - I- -- 15 14 --- 052- -- O -- O --15- 12 _ 20 -- - 1 - SMALL APPLIANCE - _24 25 GEIERAI. LIGHTING _ I_ 15 14 052 O O -_I5- 12 - 20 _ 1 - SMALL APPLIANCE _26 2T --- GENERAL LIGHTING ----------- 1 --- 15 -- 14 --- 052 --- 0 -- O -� 052 14 - 15 - I - GENERAL LISWIN6 ----------- -26 2q GENERAL L16HTING - I - I5 14 OS2 O O 052 14 - 15 - I _ GENERAL L16HTIN6 - -so _ 81_ GENERAL LIGHTING r - I - IS 14 052 0 0 IS -12 - 20 - I C- CEN, VA ------ -52 gg GENERAL LI6HTIN6 I I5 14 052 O --------------- SPARE _� g5 SPRINKLERAUMP 2 20 12 5.0 0 ___ SPARE 56 --- SPARE -w gq 60 AMP 5UB PANEL ----------- 2 ---- a6_ g,2 --- 0 -- _-- `- .40 -- -.'- --- --- -- --- SPK�------- 42 --- SUB TOTAL 2012. IOA O Iq.b4 SUB TOTAL TOTAL (NO A/C) 59.116 Ist 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.410 A/C LOAD AT 65% = 6.50 = x 1000 / 240 = H&." AMPS T14I5 PANEL. 0) -VM OF W 7FM CU IN 2` CONDUIT WA14 CU BOND 41917 OF IV) IWO NO, 11WI IN 1-1/20 CONDUIT WEN IVAIM L 25 O2t225Al 125A (°S) 06 ANS. T" IN 11 Co mfT 1 #4 CU. 6W MIRE TO COLD WATER PIPE AND 1-"R GDX W CU Vi9nDIWAL 6Ra w ROO AND TO ONE REINFORCBNG BAR IN THE FO(WA770N 20'-0`LON6 MH ELECTRICAL RISER DIAGRAM ELECTRICAL NOTES: A. NEAT STRIP LOAD GOYEW OVM COWSW70R UNIT LOAD. B. 6ffa;tAL LIGHTING GALCULA7B7 • 2234 (W.FTJ x 5 (WATl!$W.FT) = 6,762 / 1.5 (6ENLMCIR) = 520.15 (WAT7SEW C. CONDUIT 512E. A SM 5019-PANM GALG.LATIONS R BRANCH CIRCUITS MA IN ROhEx. A.I.C. CALCULATIONS (2 x 40 x 2b)dWA-VW x 240) = I.73 t/1 + 1.78 ■ .36 36 x 25,10 = gmoq AJ.C. OF SERVICE = Rg25D9 AJ.C. RATING OF PANG. = 10,000 RV JIB\ WP I GFI I \ CAN \ / *60o„ \\ FAMILY \ ROOM / - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ FB / \\-- \ / y \\\----------- ----------------- \ / I \ \ \ \ I CXAC PORT \ COV'D NOOK \ \ I \ PORCH \ FB \ TEL \ \ \ d4 I r----- —� BEDRM 3 \ CAT 6+i6" L — — — — — — — — — — — — — F/ \ I +7b" �6FI / B E) RUC ru API ASTER �" I MI \ III B RM �ATv BHA L +60' \ I in GFII a MICRO / I\ I I I I I I O AcR T I_------- L—�—J I--- � '� III I �I C _ __ � \� Io LI IN1GI _ = =/ %III I \ \ BATHRM �------ q' fir— °+�—�—� + --- \ 4 �, / \ \ �v09 I// I I I I I CFIdb rVA006�T I \ � GAN GFI / \ GVAG PORT \ � ®/ // I \\ ILITY \ \\ DRM 2 L— `T Lwx.�r.� // / \ ROOM B\ BATT�M //K JER RING O M FL/ I / \ PNL.M I \ X ' F222I3 1AIR� I 40 AMP RV PLUS 4 revisions no. date designed AN drawn PAR checked AN date sneiia scale 1/4" = r-0` (U.N.0) job nO. P-19-0109 . MUN W U Z Lu ry W JU) LL, c c� Z ® � 0 U Z 0 0 N z <<U) C) �® d 0- m SU_� 5F� 3�,�FJ-�°'^�'�1�JC; 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W. PACE2000 HOMES. COM W o • z 0#J c" 1 IN'r vtl-i CN drawing MECHANICAL PLAN & PROD. APP ®. AFF. sheet M-1 �,,1• r �v revisions VTR 2 ]IL I �Av MASTE SH) 1�SE p PLUMBING RISER DIAGRAM FOOTING SCHEDULE DETAIL MARK 51ZE (WxD) REINFORCING DESCRIPTION NO, EXTERIOR MONOLITHIC F-1 I6"xl8"xCONT. W2.#5CONT ONE5710RY I EXTERIOR MONOLITHIC F-2 16"xlb"xCONT. W/2 #5 CONT AT 5HOWER REG/GARAGE 3 INTERIOR MONOLITHIC F-3 I6 "xIB xCONT. W�2 AT DROP 01 PAD AT EXTERIOR F-4 3'-0' x 3'-0" x 12" W/4 ✓5 E,I'I• BTM. MONOLITHIC 7 PAD AT EXTERIOR F-5 3'-0" x 5'4" x 12" W/ #5 ® 12" O,G. E.W. BTM. MONOLITHIC 7 EXTERIOR MONOLITHIC F-6 16"xl6"xGONT, Wr3 #5 CONT. -1 TOP 6 2 BTM ONE STORY 43B THICKENED ED6E TE-1 10" x DROP x CONT W/I#5 CONT. AT DROP 34 THICKENED ED6E 7E-2 6 x 6 x CONT. W1#5 CONT. AT ED6E 35 COLUMN SCHEDULE - MARK 512E TYPE DESCRIPTION 6x6 GONG. 5LK. WA FULLY GROUTED CELL W/I-#5 VERT EA. CELL G-I BLOCK ® 6'-O" O/G MAX OR A5 LOCATED ON PLANS bx16 G-2 BLOCK GONG. BLOCK W/2 FULLY GROUTED CELLS W/-#5 VERT. EA. CELL bx12 RINKER T324 OR EQUAL G-3 BLOCK GONG. "O" ELK, FULLY GROUTED W2-05 VERT. 450 IRREGULAR RINKER TR90 OR EQUAL G-4 BLOCK FULLY GROUTED Wi145 VERT. EA. CELL. 12x12 C-5 BLOCK GONG. O' BLOCK FULLY 6ROUTED CaL W/445 VERT. INT. BEARING WALL MATGHIN6 DOWEL5 FOR SEE FRAMING PLAN I . COLUMNS 46 BAR OIA. I i MIN. W/57D. HOOKS (1) #5 LET TRAN5VER5E REBAR ONLY AS RE-OO. I SEE FOOTING 5GHED. I 1 :a °. CANT. ROAR SEE OEXT. 5GHED. EGy FOOTING SGHED. SGHEDU.E 31 CONT. MONOLITHIC INT. CONTMONOLITHIC all MATGHIN6 DOWELS FOR TI V COLUMNS 46 BAR DIA. ,I MIN W/STD. HOOKS ° -3 GONT. r _�- _ s 3'MIN CO VIEW U"i J O Egg FOOTJ 65GH€D. THICKENED EDGE #1 Lu �A ° •�' •-' f1 VI I' — FOOTING REBAR 1 #5 MESH SEE FOOTING 5GHED. 3' MIN GLR. 8' 5GHED, OMIT CENTER BAR WHEN ONLY (2) REOO. O3 EXT. CONT. MONOLITHIC 35 THICKENED EDGE #2 MASONRY COLUMN MATLkIN6 INT. BEARING I DG10IM5 FOR j . MASONRY WALL MATGHIN6 DOWELS GOLLM5 - 46 ( 46 BAR DIA. MIN. BAR DIA MIN GRADE W/STD. HOOKS W/ 57D. HOOK5 Li 11° ° L EQ. EQ. SEE FOOTING SGF9XULE __• _ EDGE BAR5 AUW*rS SEE 5GHED. REMAIN. SPACE DAN�Ew` PAD REBAR SEE EQ. "E0 EQUALLY FOOTING 5GHED. O ISOLATED PAD 50H DLE 43B IN . MONOLITHIC PAD TuB I_4" Ib'-4" 1/2.1 n 0 F--------------- , I I I I 4 I I o m G G2 G2 I I i� ® ® — I N o PI ------ I� FI o FI m I — FI 0 — — — — I I N m -- 1011111111111111110 I i Fb O F- I � I m ® I I I loll 21_III I o FI _ IF I-------- 00 5" II I 7 I F6 L I Eo1 FIX7VRE5 SHOWN I, IPLUMBING FOR REFERRENGE ONLY I I 1 O II J I II I O'-0' FIN. FLOOR SLAB- �//a N o � .71 p ( FLOOR SLAB TO BE 4" THICK POURED CONCRETE I _� SLAB WITH FIBERME514 ON 6 MIL V15OUEEN (OR I p r m I EQUA-) VAPOR BARRIER ON GLEAN VEL- `Q COMPACTED (TO 95%) GLEAN SAND FILL. I I I =� I I - = r I IO I ell 1514110 B'-5" 8'-6" II'-8" 2 q° O I F6 r- - - - - - - - - - - - - _ P — — 0 II_ 3S" / I TE-1 o FI J = O I F& P6 I I / m T-bll L-----�— — r I DROP S� I L--�--0 ----I `�� 0 4 / ® N ® ®10011101111 ® ® I I I - I\ r'.^ F2 il_ 11 yl"GII I I f4 W I l� 2 / 31_711-1" 6'-4" N 4 V, I I e131101 1011110 o \ I r ^' `} 1_ tl N FI N 21_All I GON IN. 4" SLAB TO GARAGE WALL FI FI I I vJi I F2 I O 4" GONG PAD q-4 4 Q I F2 I o G5 5 TV G5 I I II /� '7'-1011 1_0I 1-I" e? I I " I I I I I I I _ I F2 ---- FI ------F2 I ® m® oZZ®® no. date designed AN drawn PAR checked AN date 2/12/14 scale 1/4" = 1'-0" (U.N.0) fob no. P-19-0104. WN ARCHITECT OF RECQRD JOSEPH P. MCCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 7 .287.6735 STUA IDA U� ry r iI a .JJ i...l...._,,.. ..............-.,,. ..m..,,-,tee U W ® ~ W ''^^ vi W �Lli L.L —, ® U) � Z 0 W ® —1 -J CD N i UO Q� �- �e r I.L m BUILDER, INFORMATION: " 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WWW. PACE2000HOMES.COM W o• V o Z C+J drawing FOUNDATION PLAN sheet S w N I FILL COLUMNS AND LINTEL SOLID K/ GROUT _T.OB.B• �_ #3 VERT. TIES ONLY AS REOD. SEE LINTEL SCHEDULE F f H16H 5TRENOTH PRECAST LINTEL (") W/REINFORGIN& AS REOD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DET. LINTEL ON COLUMN 3/4" = 1'-0" BREAK AWAY 5112E OF MASONRY COLUMN FOF , A CONTINUOUS POUR SEE BEAM SCHEDULE - FOR REINFORCEMENT •11 `: ] 1. FILL COLUMNS SOLID 615r6" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN 5GHEDULE FOR REINP. TYPICAL CHANGE IN BOND BEAM HEIGHT BEAM (PER SCHEDULE) �' `6"x5" PRECAST 1 LINTEL. FILL COLUMNS ^('' AND LINTEL SOLID K/ &ROUT (' 6"xb" FILLED GELL5 W/1#5 VERT. (TYP) TYP. DET. LINTEL ON COLUMN 3/4" = I' O" SAFE LATERAL LOADS FOR A" PRFGAST 1 PRF4TRFrAF1'J II-1 N7F1 4 SAFE UPLIFT LOADS FOR 6" PRECAST 4 PRESTRESSED U-LINTELS CAM-C� SAPS LOAD PLF TYPE LENGTH 8U8 8F8 R10NF. cxu 2'-10'(347 PRECAST 1293 1642 2135 3'-6- (421 PRECAST 1025 1024 1830 4'-0' (48') PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64') PRECAST 411 411 734 5'-10'(707 PRECAST 340 339 607 6'-6` (78') PRECAST 507 721 483 7'-6" (90') PRECAST 424 534 357 9'-e (112`) PRECAST 326 512 227 10'-6'(126') PRECAST 284 401 178 II'-4"(1361 PRECAST 260 452 152 12'-0'(1W) PRECAST 244 402 135 13'-4"(160') PRECAST 217 324 109 14'-0'(168') PRECAST 205 293 98 14'-8-(176� PRESTRESSED N.R. 284 89 15'-4-(1847 PRESTRESSED N.R. 259 82 17'-4'(208') PRESTRESSED N.R. 194 63 19'-4-(232') PRESTRESSED N.R. 148 51 21'-4-(256') PRESTRESSED N.R. 125 42 22'-0'(264� PRESTRESSED N.R. 116 39 24'-0-(2881 PRESTRESSED N.R. 91 33 4m7+m SAFE LOAD - POUNDS PER LINEAR FOOT TYRE LENGTH M-IT SF12-IT I 8F16-1T I SF20-IT BF24-IT 8F26-tT 8F32-IT 8F8-2T BF12-ZF sF16-ZT 8F20-2T BF24-2f 8F28-Zf BF32-2T 2'-10'(34� PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 F 4460 5747 7034 8321 96M 3'-6` (427 PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 1 3547 4569 5591 6013 7636 4'-0- (48' PRECAST 1363 2192 1 3079 3966 403 5740 6627 1363 2192 1 3079 3966 4853 5740 8627 4'-6" (541 PRECAST 1207 1940 1 2724 35M 4292 5077 5861 1207 1940 2724 358 4292 1 5077 1 5%1 5'-4' (64') PRECAST 1016 1632 2290 1 2949 3607 4265 4924 1016 1632 2290 1 2949 M07 4265 4924 5'-10'(70' PRECAST 98 1492 2093 2694 3295 W97 4498 929 1492 2093 2694 3295 3597 4498 6'-6' (781 PRECAST 83512 1340 1850 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'-6- (90' PRECAST 727 23 1021 1 12 21 11 2571 10 303 10 358 9 727 1166 1634 2102 2571 3039 358 9'-e (112' PRECAST 591 600 11 15 147 15 181105).215206). 2 15 591 851 1326 1705 2084 1 2463 1 2842 10'-6-(126' PRECAST 530 552 91915 1185(15 1458 15 1732(15 200715 530 686 1183 1526 1865 1 2204 1 2544 11'-V (136' PRECAST 474 485 798 15 10 15 1272 15 151 15 17 15 494 599 1028 1422 1738 2053 2369 12'-0' (1447 PRECAST 470 9 441 723 14 936 14 115105 1 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4'(160") PRECAST 418 15 373 8814 78314 982 14 114114 1RI(L 428 455 770 it45 1444 1718 1993 14'-0'(168' PRECAST 35415 30 559(74 723(14 887 14 1 14 121 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8'(1761 PRESTRESSED 239 323 519 1 67103 82303 976 14 11 14 246 390 855 968 1324 8 162501 187 11 15'-40(184' PRESTRESSED 2243D2 230 354 48505, 609 818 13 897 767 2 122418 909 13 1562(14 1 13 1501 14 17'-4'(208� PRESTRESSED 187 192 255 303 404 t2 500 520 12 732 63 993 8 754 12 12 14 872 12 14 14 19'-4'(232' PRESTRESSED I' 186 222 1 261 347 11 424 44601 618 50021 831 8 646 (121 1057 14 74802 1 14 21'-4'(256' PRESTRESSED 142 142 18 1 230 305014 369 39: 11 S31 480 11 713 167 11 98 13 154 11 1048 13 22'-0'(264' PRESTRESSED 137 192 295 10 378 11 461 10 54501 62901 137 221 354 58 681 861 13 997 13 24'-O'(288'PRESTRESSED 124 124 175 200 287(10 316 34I10 450 416(10 800 49110 756 I 2M 56610 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED RETPR. SAFE GRAVITY LOADS FOR 6" PRECAST 4 PRESTRESSED U-LINTELS 4 ^MP-44NN SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENM 8U8 8F8-OB 8Ft2-8 6FI6-OB 8F20-8 BF24-08 anS-8 SF32-0B Bf8-IB 8F12-18 SF18-I8 OF20-18 8F24-iB 8F28-18 8F32-111 2'-10"(34' PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10M 11809 3'-8' (42� PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 30� 488 6113 7547 8974 10394 11809 4'-0" (487 PRECAST 1966 2561 2751 311M 4890 5961 7034 8107 2893 4805 8113 7547 8974 10394 118M 4'-6" (547 PRECW 1599 196a 2110 1 2931 37W 4576 5400 1 6224 2189 4375 1 6113 1 7547 8872 10294 1188 $'-¢" (64`) PREGIST 1217 1340 1438 1999 2560 3123 36a 4249 1663 3D90 5365 7547 36 734 19 87UI91 1012 19 5'-10"(70' PRECAST 1062 1105 1173 1631 2090 250 3009 3470 1451 2822 4360 71 45 79 71 19) 8328 20 6'-e (787 PRECAST 908 1235 2177 3480 3031 3707 4383 5061 1238 2177 3480 SWI 8380 1 14) 7'-8" (90' PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 388 501 8487 44 6472 15 V-4" (1121 PRECAST r�r4P752 1160 1625 2564 3486 2818 3302 1245 1843 25a 3488 4705 37 6390 4710'- "(126') PREiASi 475 1247 2093 27n 2i63 25M 182 1533 2093 2781 3843 JB 47a 46 11'-°4"(136' PRECAST 362�1366 1846 2423 3127 4006 945 1388 tab 2423 31274006 12'-O'(144' PRECAST ) 873 1254 1664 2193 2WS 3552 873 1254 1664 2193 2805 3552 13'-4"(1607 PRECAST 296 755 1075 1428 1839 2316 2883 755 1075 1428 1838 2316 2883 14'-0"(168' PRECAST 279L455 78 1002 1326 1697 2127 263D 78 1002 1326 1697 2127 2630 14'-8"(1761 PRESFRFSSED N.R.137o NR NR NR NF t9o2 2z45 25n 27i2 15'-e(184' PRESTR SSED N.R.NR NR I NR I NR NR 1250 1733 2058 a320 2513 17'-4"{2067 PRESTRES'SFD N.R.300 NR NR NR NR NR NR NR 54B g50 1326 i6o9 tag awl 19'-4"(2321 PRFSIRESSEO NR NR NR NR NR NR Ni 235 420 750 1037 1282 1515 1716 21'-4"(2561 PRESTRESSED N.R. NR 1114 NR NR 340 508 845 11NR 13% 1468 22'-6'(2641 PRESTRESSEDN.R. �NR 7R NR NR N4 NR NR 315 550 7a tw7 1285 1399 24'-®'(288' PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 1 654 884 1092 1222 - 19/d2" ROOF PLYWOOD W/ IOd NAILS 0 4" 0/0 INTO 2x4 5P BLOCKIN6 (FLATWI5E) x CONT. - EN6. AND APPROVED WOOD TRUSSES SEE TYP. WALL 6EC77ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS - SEE TRU55 CONNECTOR SCHEDULE 5ELEGT CONNECTOR BASED ON BRAGINl6 PLANS INSTAL PER. MFR. SPECIFICATIONS X-BRACE BETWEEN EVERY TRU55 W/ 2x4 5P 4 (2) I6d END NAILS, EA. END 2x4 P.T. BLOCKING (776HT TO EA. TRUSS SIDE) W/ 0.145" d P.A.F. x3" L6. 04" O/C x CONT. (1) 16D NAIL _ SEE PLAN T.O. WALL MASONRY BOND BEAM SEE BEAM SCHEDULE 19/52" ROOF PLYWOOD. NAIL PER DIAPWA6M SCHEDULE ENS. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR SHONN ON BRACING PLANS INSTALL PER. MFR. SPECIFICATIONS _ SEE PLAN \ 7..0 4'-0" MASONRY BOND BEAM 6" CMU WALL 5 1 S2 52 CONNECTION DETAIL CONNECTION DETAIL PRE-EN6. HOOD TRU55E5 6ABLE END BLOCKING SEE TYP. HALL SECTION SEE PLAN FOR ACTUAL HEEL AND O.H. CONDITIONS U5P HTK20 TWIST STRAP FASTEN W/ NAILS PER SCHEDULE A5 REOD. FRAME BEARING HALL ELEV. 51MP501 5PH 4 K/(10) IOd x 1-1/2" NAILS EACH STUD TOP 4 SOT. PLATES REINFORCE H/ WOOD 5TUD5 0 16' 0/6 (PER PLAN) VERTICAL MEMBERS 50LID BLOGKIN6 0 4'-0" O/G OF SABLE END VERT. MAX. TRll55 H/2x4 T-BRACE AT EA. SIMP50N 5PH 4 H/(10) IOd x 1-1/211 VERT. NAIL N/I6d PLAN VIEW NAILS EACH STUD TOP 4 BOT. PLATES NAILS 0 6" O/G AT T-BRACT 5/5" WE06E ANCHORS 0 24" O/C S2 CONNECTION ANID 6" MAX. FROM OPENIN65 u 1415"0'xl/4" STEEL HASHERS EMBED 4" MIN. FLOOR SLAB &ABEL END BLOCKING -- SEE PLAN SECTION s2 CONNECTION DETAIL TKU55 GOT (2ND BEARING) 11 REINFORCE VERTICAL MEMBERS OF CABLE END TRU55 W/2x4 DBL 2X4 HOOD TOP PLATE TEE -BRACE AT EA. VER7.. (2) SIMP50N MT5 16 TWIST NAIL WVlbd NAILS 0 6" O/C STRAP FASTEN W/(14)I0d x VIEW 1-1/2 NAILS. AT TEE BRAG (5)2X4 WOOD STUDS NAILED BOTH RED.G: S2 CONNECTION DETAIL BOTH WAYS STAGGERED SIMPSON 5P4 H/ (10)IOdx 1-1/2" NAILS EACH STUD 2X4 P.T. HOOD SOT. PLATE AB. EACH 5112E PV 5-1/2" MIN. EMBED CONG.SLAB 4CONNECTION DETAIL NOTES: I - EACH CONNECTOR SHALL BE FASTENED TO THE TIE BEAM WITH: A) 1/4' d TAPCON5 B) MIN, 5PAGIN& BETWEEN TAPCON5 TO BE 1-1/2". G) DO NOT HAMMER TAPCON5 AND ONLY INSTALL A5 PER THE MANUFAOTURER'5 SPECS. 2 - EACH CONNECTOR SHALL BE SECURED TO THE WOOD TRU55 WITH: A) IOd XI-1/2" COMMON NAILS. 5- ADDITIONAL 5TRAP5 MAY BE NECESSARY TO MEET THE UPLIFT REQUIREMENTS TO A MAXIMUM OF 2 STRAPS OR 2340# BLOCK OR MA50NRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN K/ I/4" LIL—: VIA. TAPGONS 0 12" O/G VERT. 5TA6&ERED 4 6" MAX. FROM ENDS BLOCK OR MASONRY COLUMN SEE PLAN it 2X P.T. FASTEN TO COLUMN H/ 1/4" DIA. TAPCON5 0 12' 0/0 VERT. STA66ERED 4 6" MAX. FROM 1z ENDS FASTEN TO END STUD W/ 16d NAILS AT 12" O/G VERT. 4 6" (MAX) FROM ENDS 52 CONNECTION DETAIL TRU55 TOP CHORD NAIL 5HEATHI14*6 TO LADDER E06E PER DIAPHRAGM SCHEDULE Com- FASCIA BOARD (SEE WALL SECTION) 2X4 LADDER AT 16" 0/G 2X4 CONT. LADDER EDGE W/ (2) 16d NAILS 6" O.G. TO TOP CHORD OF TRUSS �—STUCCO ON EXTERIOR GRADE PLYWOOD 5HEATHIN6 APA 40/20 IN/32" - NAIL PER DIAPHRAM& SCHEDULE FASTEN TO 2X4 NAILER W/ 16d NAILS 0 6" 0/C TYP. --�SEETRUSS CONNECTOR SCHEDULE revisions no. date designed AN drawn PAR checked AN date 2/12/19 CC 12 SEE TYP. WALL SECTION FOR ROOF scale 1/4" = 1'-0" N.N.0) SEE ELEV.5) SHEATHIN6 4 FINISH fob n0 P 19-0109 . MUN A4 �� PREFAB TRUSSES - SEE TRUSS PLAN STRAP TRUSS TO DBL. TOP PLATE SEE M55 CONNECTOR SCHEDULE OVERHAN6 DETAIL PER TYP. HALL SECTIONJOSEPH P. McCARTY STRAP DBL. TOP PLATE TO STUDS W/51MP50N p NON VENTED HARDI 5PH4 W/(10)IOd x 1-1/2" NAILS. EXTERIOR FRAME SOFFIT BOARD WALLS TO BE STUCCO OVER P.B. 6ALV. HIRE ARCHITECT, Inc. ~ LATH H/II &A. x 2" LONG NAILS W/ 5/e' VIA. HEAD 0 6" O.G. OVER TYVEK BLD6 HRAP OVER 1%2" HARDI LAP COX PLYHD SHEATHIN& K/IOd NAILS TO 2X4 9OO E. OSCEOLA STRT u� SIDING -ATTACHED STUDS 6 16" O.G. PERIMETER 4 FIELD. PER NOTES 2X GAT FROM CORNER TO 772.287.6735 CORNER ON TOP OF ROOF DECK. ADD (2)16d NAILS DONN TO EACH TRU STU RT FL USE STUCJAT 5INTERSECTION I A OVER 6A LATH FLA5D P Q ALL ROOF _INTERSINSULATION SIMPSON MT5 16 W(14) d NAILS SEE TYR R OAT. FOR AADDDD52)I6d NAILS TO 4 ENEPE 46R-VALUE 5ON MT5 16 PO4) IOd NAILS VERT. CORNER 57UD (5)16d NAILS CUPOLA DETAIL S2 N.T.S. THIS DIAGRAM FOR STRAPPING SPECIFICATIONS ONLY. SEE SECTION FOR ACTUAL FASCIA 4 HEEL CONDITION. MASONRY BOND BEAM SEE BEAM SCHEDULE rW, SEE TRUSS CONNECTOR SCHEDULE 7v Z W ROOF 5HEATHIN6 NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SE NAIL TO LADDER PV I6d 0 b" O/c, 2x4 LADDER FOR O.H. 0 12" O/C � ! wCTION) W CC ," U) F 16" MAX. CONT. 2x4 LADDER PLATE ANCHORED TO 6E u W TRUSS W/ I6d NAILS 0 6" O/G MAX. 0 Z Z �0 LV Q i WALL 5HEATHIN57 NAIL PER SCHEDULE 0 J J o CV 6ABLE END FASTEN TO EA. TRU65 W/ (3)16d TYPICAL z ry F- U) Q Cl W 0 NAILS Q Q SEE OTHER DETAIL5 FOR TRUSS CONNECTOR J ~ ~ U� 0 C) -1 Q d � LUI SIMP50N HETA 20 WITH K IOd xI)` Y � ILL m 0 4b" O.G. CONT. GONG. OR MASONRY TIE BEAM BUILDER i N FtO P IJ, n 1 I O N 5EE TIE BEAM SCHEDULE - EN6. AND APPROVED HOOD TRU55'S SEE TYP. HALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS UPLIFT=1195 LES U5P RT16M HURRICANE jlf�0. (4) 1/4" x I-T' 0 TAPOOBEAM AND (41) IOd NAILS INTOBO BEAM SIDE VIEW NOTE: IF TH15 REPAIR 15 NEEDED ON MORE THAN ONE TRU55 IN A RON THEN TRU55 MUST BE REPAIRED ACCORDING TO DETAIL B INSIDE FACE UPLIFT=1195 LBS L15P MTK20 TH15T STRAP W/ (4) 1/4" x I-i' d TAPCON5 INTO BEAM AND (II) 100 x 1-1/2' MAILS INTO TRUSS. 1/4" 0 TAPCON OUTSIDE FACE U5P MTW20 TH15T STRAP W/ (4) 1/4" x I-J" 0 TAPCON5 INTO BEAM AND (II) IOd x 1-1/2" NAILS INTO 6" GMU HALL 1/4" :9 TAPCON DETAIL B MISSING STRAP DETAIL DETAIL INSIDE FACE 1233 SE PORT ST. LUCIE BLVD.. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 W W W. PACE2000HOM ES. COM o V � • o z SHEET INFOF%(:.rAT ONI drawing . 1 (#) VE NUMBERS W PARENTHESIS ARE PERCENT REDUCTIONS FOR GIF40 FIELD ADDED REBAR. sheet COUPOLA FRAMING PLAN REAR PORCH ATTIC VENT CALCULATIONS GEILIN6 AREA RATIO TOTAL NET FREE VENTILATING AREA 351.0 5.F. 1 11150 2.34 50. FT. OR U5E 14.0' MIN OF 2" WIDE SOFFIT VENTING OR U5E R.36' MIN OF 3" WIDE 50FFIT VENTING FRONT PORCH ATTIC VENT CALCULATIONS COLIN6 AREA RATIO TOTAL NET FREE VENTILATING AREA 251.0 5.F. 1 11150 11.67 W. FT. OR USE 10.04' MIN OF 2"WIDE SOFFIT VENTING OR 05E 6.66' MIN OF 3" WIDE 50FFIT VENTING GARAGE ATTIC VENT CALCULATIONS GEILIN6 AREA RATIO TOTAL NET FREE VENTILATING AREA 630.0 5.F. 1 11150 14.2 W. FT OR U5E 25.2' MIN OF 2" WIDE 5OFFIT VENTING OR U5E 16.8' MIN OF 3" WIDE SOFFIT VENTING ... ' 11.;.. 7 . revisions no. I DOOR SCHEDULE K K STYLE DOOR M.O. D.P. NOTES WD HGT W H + 001 DOUBLE EXTERIOR 6-0" 6'-8" 78" 83" 36.46 39.86 Main egress do not shutter 002 OVERHEAD 16'-0" T-0" 16'-0" 84" 22.9 29.9 Insul. Gar. Dr 003 SINGLE EXTERIOR 2'-8" 6'-8" 37" 83" 38,27 41.66 Ext 1-lite 004 SLIDING TRIPLE EXTERIOR 12'-0" 8'-0" 144" 97" 23.9 26.0 1 S.G.D. 005 DOUBLE EXTERIOR 6'-0" 6' 8" 78" 83" Ext 1-lite fr dr 006 SINGLE 2'-8" 6'-8" - 007 POCKET 2'-8" 6'-8" - 008 SINGLE 2'-8" 6'-8" 009 POCKET 2'-6" 6'-8" 010 SINGLE 3'-0" 6'-8" Frosted t.G. Int. Fr dr 011 SINGLE 2'-8" 6-8" 012 BIFOLD DOUBLE 4'-0" 6'-8" 013 SINGLE 2'-8" 6-8" - Int solid core w/closer 014 SINGLE 2'-8" 6'-8" 015 INT-BIPASS 6'-0" 6'-8" 016 SINGLE 2'-8" 6'-8" - _ - 017 BIFOLD 2'-0" 6'-8" - - - 018 SINGLE 2'-8" 6'-8" - - - 019 INT-BIPASS 6'-0" 6'-8" - - - 020 BIFOLD 2'-6" 6'-8" - WINDOW SCHEDULE K TYPE STYLE SIZE i M.O. D.P. NOTES W H W H + 001 T.G. TRANSOM 6'-5" 1'-7" 1 78" 20" 40.07 43.47 Clear 002 SH26 SINGLE HUNG 3'-1" 64" I 75" 76.5" 24.1 26.2 Brittany 003 SH26 SINGLE HUNG T-1" 64" 75" 76.5" 24.1 26.2 Brittany 004 SH25 SINGLE HUNG T-1" 5'-3" 38" 63.5" 24.1 26.2 Egress 005 F.G. PICTURE 4'-0" 2'-6" 49" 30.5" 24.2 26.2 T.G.Obs. 006 SH25 SINGLE HUNG 3'-1" 5'-3" 38" 63.5" 24.1 26.2 Egress 007 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 27.5" 76.5" 24.2 32.4 008 SHH36 SINGLE HUNG 2'-2 1/2" 64" 27.5" 76.5" 24.2 32.4 009 SH25 SINGLE HUNG T-1" 5'-Y 75" 63.5" 37.21 40.61 010 SH25 SINGLE HUNG T-1" 5'-3" 75" 63.5" 37.21 40.61 011 SH35 SINGLE HUNG 4'-5" 5'-3" 54" 63.5" 38.27 41.66 012 SHH35 SINGLE HUNG 2'-2 1/2" 5'-3" 27.5" 63.5" 24.2 32.4 013 SHH35 SINGLE HUNG 2'-2 1/2" 5'-3" 27.5" 63.5" 24.2 26.2 014 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 27.5" 76.5" 24.2 26.2 T.G. Obs. 015 F.G. PICTURE 2'-1" 2'-6" 1 26" 30.6- 24.2 32.4 T.G.Obs. 016 F.G. PICTURE 2'-1" 2'-6" 26" 130.5"1 24.2 32.4 1 T.G.Obs. 017 F.G. PICTURE 2'-1" 2'-6" 26" 130.5-1 24.2 32.4 T.G.Obs. 018 F.G. PICTURE 2'-1" 2'-6" 26" 130.5-1 24.2 32.4 1 T.G.Obs. BEAM SCHEDULE REINFORCING e3 HOOP5 TOP MIO MM MARK 31ZE I OR 57IRR)P5 REMARK5 TYPICAL MA50WY 80ND BEAM GONT. LNLE55 NOTED OT'FrS;0,115E BB-1 8x16 IV - - NONE READ. (2) COURSE5 FILLED CA57CRM HIGH STR646TH LINTEL L-1 Bxb I#5 - NONE REW. FILLED LINTEL CA-STCRETE H16H STRENGTH LINTEL L-2 6x13 /03 - I i5 NONE REW. ALL COURSES FILL® CA57CREM H16H SnVEWTH LINTEL. L-3 8x16 1*0 - N'5 NONE REV. (2) GOURSE5 FILLED CA67CRETE HIGH STRENGTH LINTEL L-4 6xle 0 - 103 NOW REW. ALL COLIRSE5 HUM CASTCRETE HIGH STREWTH LINTEL L-5 ex32 105 - le NONE RECD. (4) COURSES FILLED CASTCRETE HIGH STRENGTH LINTEL L-6 8x35 103 - 16 NONE REOD. ALL COW5ES FILLED CASTCPM H16H STRENGTH LINTEL L-7 &46 CM5 - 05 NONE REX. (6) COUR5E5 FILLEP CA67CREM H16H STREWTH LINTEL L-8 Bx2q m NONE RE60 ALL COUR-W5 PILL®CASTCRETE iL H16H STFB45TH REC. LI105 NONE REOP. FILLED III 0 a a in [1'-4" L 11'-6" LI'-4" L 16-4" 4'-5 1/2"6'-6 1/21, 3'-2" L II'-6" L 5'-2" F-\ I---F- \\ C� La I \ / I \ I \ / I \ / I \ / \\-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ls L3 10 q \\ Y \----------- ----- -------- -- - - \ \ p m II I \ \ I I \ I \J 2 L II \\ iv 003'- - - - - - - - - - - - I I\ I I I \ - - - - I I L-J L---LJ-L---J-/i-� �^ I II - - / \I0'-0" GL6\ I A-1 F---� \ 13- - - - - - - rr- GONG III.'I-- ++--_ / I I 10'-0" TO I�OrI I / - \ \ \ \ \ \ \ \I \ \ q' 4" GL6. " I \I \ I / 1 I I I 22'-l0" r.O.PLTE 22 10T.OPLAE \ \ - /L----J V-4" GL6. v v v v q -4 40. 1 10'-0" GL6 101-0" GL5. \ \ V L- I� / /(13)2x4 wD POST 0 67. LOCATION !01 \ \ Q 12'-0" T.O.B 3. 2 3 3; -0" T.O '--iG 6'-4" \ i -5 I - PULL ON STAIR NLPG. LT. ~ - - - " " \ /0 f \; 12'-O" CL6. \ \. \ 12'-O" GL6. \ \ I 6'-0" �L6. III \ \ - - L-5 L-5 I I � I I � I I I N I I I I I I I' I BEAM HEIGHT LEGEND TOP OF BEAM - 10'-0' A.F.F. TOP OF BEAM : 9'-4" A.F.F. TOP OF BEAM = 3'-0" A.F.F. I I I I I I I I a I I I I 4 1 I I I I ' I designed drawn checked date scale job no. AN PAR AN 2/12/141 1/4" = I'-O' (U.N.0) P-19-0I0q . MUN JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 Li �y LU C] w w ~ LU oY N z Z 00w 0 CD 0 J J CD N c u) W 0 n- m G � a-LJL 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 W W W. PAC E2000HOM ES. COM drawilaa BEAM & WALL HT. PLAN sheet S-4 revisions no. G' MGT SIMPSON—' 5022# REQUIRED UPLIFT 5565# PROVIDED a: = 5-0" v O I i A I o V i NOTE: 5EE DIAPHRAGM 1 2 Ire 1 `1 5GHEDULE FOR ROOF i ZONE NAILING---_;�_ -' REQUIREMENTS. ROOF ZONE DIAGRAM DIAPHRAGM SCHEDULE 0IAPHRA6M NAILING DIAPHRAGM ZONE I ZONE 2 ZONE 3 PANEL FRAMIN6 BOUNDR.'ES EDGE INTER EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED 5HEATHIN6 EXPOSURE 1, OR EQUAL SPAN RATING 40/20 Iq/32" 24" 0/0 MAX. 5d 61 O/C Bd 6" O/C Ad 6' O/C 6d 6" O/G 5d 6" O/G Bd 4' O/C Bd 4" 0/G EXT. WALL APA RATED 5HEATHIN6 EXPOSURE 1, OR EQUAL SPAN RA71N6 40/20 Iq/32" Ih" O/C MAX. 1 ICY! 4" O/G IOd 1 4" O/C IOd 6' 0/G I NAIL CORNER 5TU05 AT 4" O/C MAX. TYPICAL BLOCK FREE ED6E5 EJ5 EJ5 EJ5 EJ5 EJ5 CJ1 CJ11 CJ11 I J11 /Y U COUPOLA FRAMING PLAN I(1) SIPv1PS0 VGT 25 omll ®®■�■�■�Jii L■L■1��1■ � ®� Irmo, Cr I VO—�—�— T IM N 22# RE UIRED U FT O G02 K01 K02 H/2j I G03 xx II O D O © %7 J5 I I � v W W HiN� CJ3 V08 II — � M CA 77 V07 SIMPSON: MGT W/(1) %"A.B. TO BEAMAND (22)10d NAILS TO TRUSS, ALL STRAPS SHALL BE SIMPSON HETA 20 STRAPS WI(9)10d x 1-112" NAILS TO TRUSS EXCEPT WHERE NOTED OTHERWISE (I)HETA 20 = 1510# MAX UPLIFT GAPAGITY (2) HETA 20 = 2055# MAX UPLIFT GAPAGITY (51NOLE PLY) (2) HETA 20 = 2500# MAX UPLIFT CAPACITY (2 OR 5 PLY) NI FA CA CJ3 (1) SIMPSON VGT CJ5 40610 REQUIRED UPLIFT 44140# PROVIDED M J O O O O Q m m Lu U I®IIIIIIIIIIII�IC] MUM NEI== NEI= MEN_= —MGT SIMPSON 51165# PROVIDED w tw U MGT UPLIFT designed AN drawn PAR checked AN date 2/12/1M scale 1/4" = 1'-0" (U.N.0) job no. P-I1-0101 . MUN JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT '--\772.287.6735 al EJ EJ 1=1 `u' W Z I I EJ I I ® H W EJ7 O /� UJ Off EJ U i L6�J U) Q W 2:Z EJ Q Q O 00 o EJ I I 0�-J ry 0 N a CC Y U) 0- 0 ILL m 3 5g65# dRC VIDE DO T � MGT SIMPSON-� 5465# PROVIDED 00 M M M M W W W w J 1233 SE PORT ST. LUCIE BLVD. v PORT ST LUCIE, FLORIDA 34952 n (772) 340-7223 W1MN. PACE2000HOMES.COM o sheet S-5 NOTE: RIN6 5HANK NAI1 5 5HALL BE U5ED OF THE SAME 51ZE AID LENGTH 11.0. COMMON NAIL5 0 b - 5101, CJ{1 ' 0 io IT i> 0 i°' b n ib N IN 2' 2" 2' 5" CL N 59,101, 301 81' 11' 2" 14' 4" 164" 10, 0" 1' 10" 8' 0"Fn 1, 4' 0" N CV o 1 2' �LU / jl v 0 O U Voz N V D D Y : K01 yz� /O K02 O ✓2� s b N N C 18, 0" 0 n =V06 _ 0 m m V05 m 0 C? m r 0 VO4 U CV b co r o _ m V03 O , 6' 0" 1' 6' 14' 0" m io CIO 0) co M J IT I i— �1%T 3' 00 1'0'-0' cLNG // / / / i c� // / J } ,/j / ii I n/ n /n n/ n /n n U / N / � V/ \xi /X /Y \ rr0 xx/ \X / FR ME CUPOLA /ixv v / \ / \ /\I /i 6' /r / /! �//i�� x / -O / /o / '�. w�=T�7' 71 I}z rri rrt� r t / ez // s / / / �j i+#�+t 9 4" BRC 4 9 -4- WALL Hatch Legend CJ3 0 CJ5 0 a, 03 12'-0" A. F . F E02, X 2 PLY E01' ;t 10'-0" A. F . F J7 Trr/ ,91.411 A.F.F Ir M81-011 A. FF 7.011, EJ7 EJ7 in v ,prsusrrttx• «• EJ7 �mm „" �7 S✓� C C� 14' 0" — J7''' s CJ11 CJ11i o CJ11 - EJ7 I �J71CID 7 b t` 5 6" LO U --t —1 JJ 16 )' BR / 1 B G /: jEV G02 / _ / /N/N � / /N / 1 / 2 r r _ / / / n / / `_ / ,Ei EONN y Y/ D01 G03 1/2 7,6 / / / / D02 m m 12'-0" CLNG / / / / /' / / / / 15 GJSr / / / / // // // // // /' // // / / // D02 o 3IT //// / . ,: ,D 2 V0,8 CJ3 / 8 / / / / / / 0/�// /Ax / / / / / //// / //// / / ,/ _ vo7 �, ,j. iw T w w w 10 U U D02 � FRAME � i // ///// ,/ //� / / /:J11!Nx... / CORNER / / / / // / // , /// �/ / �/////X D02 rvrmrtarercca ���tt vu,nao-dnwva:i�wa � _/ / %' - / // D02 20 2' // / / ///// / / / CJ1 1 /// ��// / /' //// D03 ,/ / tx Cil CiM M M CJ M yy11 "Ls]t2ws W W ,W W W VW 0 i ;- 9' 4„ 2' S" 2' 1„ 14' 2" 2' 1" 9' 10" 12' 5" 59' 10" 21' 4" w/2x4 LEVEL RETURNS 6 BY TRUSS COMPANY r 8-1/2" HEEL HEIGHT 5' DETAIL @ CUPOLA 12 v \ FL �'Cti 4t Mcc'Q4 �Y • o h'7S7ERE --_ MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 170 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF SCANNED BY TCDL: 15 PSF TCDL: PSF St. Lucie County BCDL: 10 PSF BCDL: PSF By Date TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT LUS24 15 HTU26 HTU28_- - HHUS26-2 1 HGUS26-2 HGUS26-3 1 HGUS28-2 BUILDER: PACE 2000 RES: MUNYAN MODE: - KEY LARGO ADDRESS: STATELY OAKS SE LOT / BLOCK: -- rCITY: PORT SAINT LUCIE COUNTY ST LUCIE CO DRAWN BY: JL JOB # : 1690522 DATE: 03/2011 SCALE: NTS REVISIONS: 1. 2. 3. 14. I� BUN&VS ou 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475 I