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HomeMy WebLinkAboutBuilding PlansGENERAL NOTES `°"M ELECTRICAL NOTES revisions ' I. TYPE OF CONSTRUCTION: TYPE V, UNPROTECTED, GROUP IRS OCCUPANCY PER b. REINPORGIN6 STEEL SHALL BE LAPPED 48 BAR VIA. MIN. WHERE SPLICED AND SHALL ENERGY CONSERVATION NOTES CONTIN: no. date FLORIDA BUI DING BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 550.1-II/A.S.G.E. 6-II -11 3. TRUSSES TO BE DESIGNED TO L CODE bTH EDITION (2017): U RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING GORE 2017 ENERGY /T.MS: 602 CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. I. GONTRAGTOR SHALL VERIFY WITH FP.dL. THE LOCATION OF SERVICE AND SHALL REINFORCING AT EACH PAGE. LAP 48 BAR DIA. MIN, CONSERVATION RESIDENTIAL. SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON LOCATE METER d PANELS AS REQUIRED, 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING GORE AS ADAPTED BY THE FOR MA50NRY STRUCTURES. TRU55 ORAWIN65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE „ COUNTY AND ALL APPLICABLE AMENDMENTS. T FLACIN& DRAWINGS ON BAR LISTS SHALL CONFORM TO AGIS MANUAL OF STANDARD 2) ATTIC ACCESS DOORS OR HATCHES FROM C.ONDITIOND SPACES TO COORDINATION BETWEEN THE TRUSS DESIGN AND AIR CONDITIONING,2: DESIGN ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE: PRAGI7GE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A G. INHNHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE REQUIREMENTS.. CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. LEVEL EQUIVALENT TO THE INSULATION ON THE 5URROUNDIN6 SURFACES A Woop BUILDING OFPICAL To ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 5. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. FRAMED OR EQUIVALENT BAFFLE OR RETAINER 15 REQUIRED TO BE PROVIDED ACCORDANCE WITH SECTION 2122.2.4 F.B.G. 4. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS G designed AN COPPER OF EQUAL AMPACITY. g /� WHEN 05E FILL 15 INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING. INTO THE COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM i FOUNDATION NOTES LIVING SPACE. 6. VERTICAL CELLS FOR MASONRY TO BE &ROUTED SHALL HAVE VERTICAL ALIGNMENT DRAWIN65, 516NM AND SEALED BY A FLORIDA REGISTERED ENGINEER: awn PAR 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 5. ALL WOOD IN CONTACT WITH MA50NRY 3. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE OR CONCRETE SHALL BE PRESSURE TREATED. eCKed AN ENERGY REQUIREMENTS OF THE P.B.G. CHAPTER 13 ENERGY EFFICIENCY. „ „ 5 I PROVIDE AN APPROVED VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER •COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO I. FLOOR SLAB TO BE 4 THICK POURED CONCRETE SLAB WITH b X b X WL4XWI:4 3) THE ILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR 1. CLEANOUTOPENIN6S SHALL BE PROVIDED AT THE BOTTOM OF GROUTED o CELLS AT CEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE. CONSTRUCTION. cam: to 10/9/15 W.W.M. OR FIBERMESH ON b MIL VISQUEEN (OR EQUAL) ON GLEAN WELL COMPACTED PILL LEAK IN AGGORDANGE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. EACH LIFT OVER 4'-O' HIGH. GLEANOUTS SHALL BE SEALED AFTER GLEANING AND PRE TREATED FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF INSPECTION, AND BEFORE GROUTING. ale , q 4) WI OWS, SKYLIGHTS, AND SLIDING GLA55 DOORS SHALL HAVE AN AIR b. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING b, VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER I/4 _ *y" I -0 (U.N.0) 7. THE CONTRACTOR SUBCONTRACTOR SUPPLIER, EGT. SHALL VERIFY ALL OF THE SLAB DEPTH AND MUST BE SUPPORTED AT 3-0 0/0 EACH WAY. WITH 1NF a ILTRATION RATE OF NO MORE THAN 0.3 GFM PER SQUARE FT, AND SWIN61N6 DOOR5 USED DURING ERECTION OF TRUSSES AND STRUCTURAL 5LAB5 TO PREVENT COLLAPSE SPECIFICATIONS. DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, EGT: APPROVED MATERIALS. NO M A A c� b ORE TH NOS GFM PER SQUARE FT AND MUST BE TESTED LISTED AND OR D STEEL NOTES MACE: no. P-18-0115 GRU o : �... 8..5TRU 2. ALL REINFORCING 5 TO BE LABELED IN ACCORDANCE WITH R402.4.3. : 1. PROVIDE D15CONNECT SWITCH of 51ZE AS REQUIRED BY LOAD AND UNITS. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED IEEE GRADE 60. BY THE ENGINEER AS CONSTRUCTION PROGRESSES. „ 7. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL 5) CONTRACTOR SHALL PROVIDE ENERGY I. STRUCTURAL _ PERFORMANCE LEVEL (EPU DISPLAY CARD TRUE STEEL SHALL CONFORM TO THE AISG "SPECIFICATION FOR THE. DESIGN, PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR 8. PROVIDE NON FUSIBLE GENERAL DUTY SAFETY SWITCHES A R A SIDLE MEMBER T A G EQUIP. AND AT 3. COLUMN AND WALL CENTERLINES SHALL GOINCIDEWITH FOOTING CENTERLINES UNLESS. • . , .,.. IN ACCORDANCE WITH F$G 2017 ENERGY CONSERVATION R401.3. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS ALL 'USES. 90 P51 IN HORIZONTAL SHEAR PUMPS VISIBLE FROM CIRCUIT - ..• q: ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER OTHERWISE NOTED. AL SHALL AND SHALL HAVE A MODULES ELASTICITY OF I600 IT BREAKER PANEL AND A5 PER MANUFACTURER. SCALED DIMENSIONS. CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: W SHAPES - A9112/A KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER &RADIN& A6ENGY. RECOMMENDATIONS. fl91M-06a, OTHER SHAPES A56/A 36M-08, PLATES A36/A 56M-05, BOLTS A 307-07b : 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW CONTRACTOR TO SUBMIT SOIL BEARIN6 TEST RESULTS O TUBULAR - A51M A500/A50OM-13 6RADE B (46 K51) 8. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 6AU&E GEE q• PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, 6ARASE EXTERIOR KITCHEN JOSEPH P. MCCARTY R SOIL BEARING CAPACITY MASONRY A IOTEQ CHANNEL TYPE STUDS AT 24" O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" LAUNDRY AND WET BAR OUTLETS PER NEC. 210.8(A). UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.G. ENERGY REPORT BY A FLORIDA RE615TERED ENGINEER NOTES O GYPSUM DRYWALL EACH SIDE. ATTACH " CONSERVATION CODE. ACH DRYWALL WITH H LONG 01,16LE HEAD DRYWALL.: 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDIN6 SOCIETY SCREWS AT 12 O/C MAX. 10. ELECTRICAL Y Of1 ARCHITECT Inc. IL RESIDENCE LOCATED IN 5. ALL SITE PREPARATIONS a DRAINAGE RECOMMENDATIONS MADE IN THE SITE CGOMG TE UNITS TO BE ASTM G 90- A �� FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS � NE6LI61BLE VE,ATHERIN6 AREA, AND IN VERY HEAVY Ilb. ASTM GRADES NI NIL PROVIDE PRECAST STRUCTURAL WELDING CODE . ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE SELECTED TERMITE INFESTATION AREA PER FRG 301: SPECIFIC 6EOTECHNIGAL REPORT MUST BE STRICTLY ADHERED TO. LINTELS AS NECESSARY. (I'm = 1500 P5p A.W.S. A5:1 FTOXX. LE TED BY OWNER. q. METAL LATH OVER SHEATHING SHALL BE 3 8" - „ / V GROVE OR DIMPLED: CEILINGS AND Q 12. INTERIOR TO BE 1/2 DRYWALL FINISH. II. PROVIDE PRE -WIRED TELEPHONE 9OO E. OSCEOLA STRT ^ �+ SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4' O/G A5 FOLLOVLS• NOTE OUTLETS A5 SHOWN ON PLAN. b: FILL PLACED WITHIN 5-0 -0F THE CONSTRUCTION PERIMETER SHALL CONSIST OF 2. MORTAR TYPE M PER ASTM 0710-08a. PLAN NOTES " , CLEAN WELL GRADED SAND IN 12" LIFT5(MAX) AND VIBRATORY COMPACTED TO CONCRETE: 5/4 LONG 5TO NAILS W/ 5/8" HEAD. HORIZONTAL AND 13. ALL INTERIOR GYPSUM BOARD TO BE MIN.1/2" THICK WITH (13 6A6E 1 5/8" LONG VERTICAL WOOD 12. PROVIDE FRAMING MEMBERS VU NAILS OR STAPLES TO PROVIDE AT LEAST I-3/4' PENETRATION PRE WIRED T.V. OUTLETS FOR GABLE A5 SHOWN ON PLANS. 7 : ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557-07. 3. LONG FILL ION 2.287,6735 19/64" HEAD; 0.048" DIAMETER, 1 1/4" LONG, ANNULAR -RINGED; 5D COOLER NAIL, I. A PERMANENT S16N WHICHINTO HORIZONTAL IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED WOOD FRAMING MEMBERS, AND 3/4 PENETRATION INTO VERTICAL IS. DEDICATED CIRCUITS SHALL HAVE DIAMETER, DIAMETER, 16,11 LONG, 5) SP HEAP T -GYPSUM BOARD. NAIL, 12. O.C.7, AFTER STANDARD GLEANING AND GRUBBING. FOR REIN NO MORE THEN b DUPLEX RECEPTACLES. „ HAS BEEN COMPLETED AND APPROVED, A. CELL :LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE PILLED 30 SPEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED: THE SIGN WAD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS COMMON NAILS °O �'I SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. SHALL BE BENT OVER TO EN6A6E AT LEAST A THREE STRANDS 0P LATH, OR BE BENT ST I DA DIAMETER, 15/8"LONG, 9/'32' HEAD) SPACED AT 7 O.G. FOR NAILS AND 12 O.FOR ' APPLY VIBRATORY GOMPAGTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING PEA VEL CONCRETE. 14. ALL CLOSET LIGHTING 5H SCREWS. GROUND. OVER A RIB WHEN RIB LATH IS INSTALLED: SHEATHING: 14 GAUGE STAPLES. In LE6 7 Ib" ALL COMPLY WITH NEC 5E0. 410.8. 14. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR 6LA55 MAT 2. PROVIDE 3".STEE PO CROWN / B. THE IX DC516N SHALL BE APPROVED BY THE ENGINEER. L 5T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT WAl METAL M11. FRAMING: SELF TAPING SCREWS >el2 x I/2' WASHER HEAD STAPLES 6YP5UM BACKERS IN COMPLIANCE WITH A5TM C 1288,C, 1325, C 1178 OR C 1278 AND D. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS A r 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC. -FAULT Q , GO ROUND ALL CORNERS AND (HNAG, EHW, WA.�lER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.C. SHALL NOT BE USED FOR SOFFITS OR CEILINGS PROTECTION PER NBC SEC. �" i . 210.12 SMOKE DETECTORS SHALL BE CONNECTED To h C INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS A5 BACKERS CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. G. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF 5' MAX. WHICH MECHANICAL GODS. _ ARG FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BAG -UP. MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS POSSIBLE FOR P 10. WHERE CEMENT PLASTER 15 APPLIED LATH OVER FRAME CONSTRUCTION BONDING FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOVER AREAS.. (PER CURING WITHOUT DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS < 3. PROVIDE lx2 P.T.FIRESTOP VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS: OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVID N SOUND SIMULTANEOUSLY. FRG 702.4.1 d FRG 702.4.2). 10: CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. SE6RE6ATION OF THE CONSTITUENT PARTS 16 A DEL: J MAXIMUM WATEWCEMENT RATIO MUST NOT EXCEED Ob5. 1 HORIZONTALLY AT INTERVALS NOT EXCEEDING l0'-0", AND ALL OTHER LOCATIONS PER LAYER OF WATER BARRIER OR BY INSTALLIN6 A HOUSE WRAP BENEATH THE WATER H- 15. HALLER AND GEILIN6 FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF NOT b. PREWIRE FOR GARAGE DOOR OPENER SENSOR �( U P. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE F•B.G, SECTION R302.II. BARRIER. GREATER THAN 450. ENGINEER. 17. PROVIDE ARC -FAULT 16. WALL AND GEI IN6 - , ,, AROOMS, CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LL L FINISHES SHALL HAVE A FLAME SPREAD GLA551FICATION OF NOT 4. ALL GLAZING :dITHIN 24 (48 IN HV AND PAROLEE TO A IL PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. I IN6, BEAM SCHEDULE NOTES HZ) L DOOR SHALL BE TYPE TO BE GRP DINING, FAMILY PER NE PENS/210- LIBRARIES BEDOOOMS SUNROOMS G GREATER THAN 200. 4. REINFORGIN6: TEMPERED. ALL hIFIDOWS OR 6LA55 ENCLOSURES AT OR WITHIN 56" OF 11JBS AND 1126 I I/2 LONG AND .120 DIAMETER U.N.O. , CLOSETS, HALLWAYS F G OR 51M. ROOMS PERNEG LT CI (UI 17. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A SHOVERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN S P 18 PROVIDE &ROUND -FAULT CIRCUIT _ TB CRITICAL RADIANT FLUX D HOOPS AND STIRRUPS i VERTICAL: SIDE I I 12. TRU55 MANUFACTURER SHALL DE51 IT INTERRUPTER PROTECTION FOR ALL 125 VOLT, RED NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. I. SCHEDULE RRUPS SHALL BE PLACED AT EACH END (E.EJ OF BEAM OR �- L 6HT5, SLID NG GLASS DOORS. AND FRENCH DOORS SHALL BE TEMPERED. 6N TRUSSES TO COMPLY WITH ALL SUPERIMPOSED g WIND LOADS PER FBA. 2OIT INLLE-PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, 6ARA6E5, KITCHENS, EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE THROUGHOUT (T.0) BEAM A5 INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE " AGCESORY EVILDING5, OUTDOORS; OR WITHIN 72 OF EDGE OF ANY SINK. ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRG316. 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CRSI BAR BENDS UNLESS OTHERWISE A. ASTM A615/A 615M-09. PER REINFORGIN6 SECTION (GRADE 60). 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. NOTED. E5RE55 WINDOWS SHALL HAVE A MINIMAL NET OPENIN6 OF 24" HIGH ' 20 WIDE, AND MIN. 19. SMOKE DETECTORS REQ UIRED ON ALL HVAG MMOMMEEM UNITS WITH 2O01 GFM OR MORE. IS PER FRG 702.2.1 ALL GYPSUM BOARD MATERIALS AND AGGE550RIE5 SHALL �. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE IT SH NO NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Est FLOOR WINDOWS. CONFORM TO ASTM G 36, G 19, G 415, G 514, G 650, C A31, C 960, G 1002, C 1047, G 1177, ALL T ,, SMOKE DETECTORS TO BE IIOV W1 BATTERY B - 2. ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLESS BE 5LO D MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT N THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 ABOVE THE FLOOR LATCH MECHANICAL NOTES BACK UP ARC, FAULT CIRCUIT C 1178, G 1278; G 1395; G 1396 OR G 1658 AND SHALL BE INSTALLED IN ACCORDANCE NL 55 OTHERWISE NOTED EVE THOUGH IT 15 SMOKE DETECTORS TO BE INTERCONNECTED 50 THAT ONE SMOKE DETECTOR IN AN JACENT CELL TO THE VERTICAL WALL REINFORCING. AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE IS MORE THAN A 4b" DROP, THE SILL .WITH THE PROVISIONS OF FRG, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM ACTIVATES ALL .SMOKE DETECTORS IN THE SHALL BE No LE55 THAN 36 A.F.F. OR PROVIDE A A RESIDENCE BOARD SHALL CONFORM TO ASTM G 557 3. ALL TIE BEAMS (MARK '"T8") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- N APPROVED SAFEGUARD: I. ALL HEATING AIR LAND ITIONIN6, REFRIGERATION AND VENTILATION EQUIPMENT SHALL W BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. G. VERTI AL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH CONFORM To THE REQUIREMENTS SET FORTH IN THE CORNER BUILDING CODE THE GEILIN6 AREA IRO V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 19 INSULATION MATERIALS, JNCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR FROM THE MASONRY. b. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. FT. FROM r , MEGHANIGAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION . THE DOOR TO BATHROOMS, WITHIN20 F . O A/G SUPPLY AND RETURNS 4 KITCHENS. PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF-GEILIN6 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS. WITH TOP BARS ASSEMBLIES, WALL ASSEMBLIES CRAWL SPACES AND ATTICS 5HALL HAVE A FLAME D. T IN AREAS SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF FROM ADJACENT BEAMS. (UNO . VERTICAL SCHEDULE. SHALL BE AS LOCATED ON THE PLAN AND A5 INDICATED IN RE S OTHER THAN FBL FIXED GLA IM THICKNESS SHALL BE DETERMINED U51N6 2. A 4 CLEARANCE IS TO BE MAINTAINED AROUND ALL AIR HANIDLIN6 UNITS. I THE PHOTOELECTRIC TYPE.... Z SPREAD INDEX NOT TO EXCEED 25 WITH AN AGGOMPANYIN6 SMOKE -DEVELOPED INDEX ) THE GOL MN SCHEDULE. TABLE 2405.3 d .3A OF FB.G. A5 THE MINIMUM THICKNESS ALLOWED. I NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E 84 OR UL'125.ui A DROP BOTTOM OF TIE BEAMS E REQUIRED AT. PROVIDE WINDOW d DOOR HEADS (28 MAX)MAXJ FIRE DAMPERS AT SUPPLY AND RETURNS WHIC 21. CARBON MONOXIDE ALARM T E. VERTI�AL REINFORCING EACH SIDE OF ANY OPENING IF 8. IN HVHZ AREAS PROVIDE HURRICANE SHHUTTERS AS PER F.B.G. H PA55 THROUGH RATED 0 BE INSTALLED WITHIN 10 OF A ROOM USED FOR ADD 2 M5 BOTTOM IF DROP EXCEEDS 8". REQUIRED SHALL BE SECTION SPECIFIC P UNDUCT ASSEMBLIES IF ANY. 5LEEPIN6 PURP05E5 WHEN THE BUILDING HAS A F0551L BURNING HEATER OR 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 6ARA6E PRIMARY POWER SHALL COME CONCRETE NOTES M REINFORCING BARS TO CONTINUE UNINTERRUPTED. APPROVAL TO IN C; AFTE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS 4 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8 TO FIT BLOCK .ALL DWELLING ROOMS MUST HAVE HVAG RETURNS: RETURNS MAY BE DUCTED,' FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER - AS SET FORTH IN f AFTER Ib. WORK. JUMPERS OR TRANSFER GRILLES. UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. I:GONGRETE SHALL CONFORM TO ASTM G94/G q4M-0q, SHALL HAVE A MAXIMUM HORIZONTAL: 9. PICKETS AT STARS, LANDIN65 d BALCONIES SHALL BE SPACED TO PREVENT • C W WATER/GEMENT RATIO of Ob5 AND SHALL HAVE 3000 P51 COMPRESSIVE STRENGTH IN 7. ALL ADDED L061'NDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO „ 5 A/ UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING AEV. � 2. IF USED, A COMBINATION SMOKE] CARBON MONOXIDE ALARM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM PA55ASE OF A 4 DIAMETER SPHERE. LABELED BY A NATIONALLY REG RM SHALL BE LISTED OR /�y/ 28 DAYS (UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE SUPPORT UNLESS OTHERWISE NOTED... SCHEDULE. ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OP b" ABV. ADJOINING GRADE: O6NIZED TESTING LA80RATORY. L.L WITH AGI 318-11 AND ACI 501-10. ALL CONCRETE MA50NRY WORK SHALL BE IN PADS SHALL BE A MINIMUM 4-O x4I-O" PAD FOR DOUBLE UNIT. Q ACCORDANCE WITH AGI 530-11. 8. REFEIR TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL IO. IN ZERO LOT LIVE HOMES: DRYER VENTS, EXHAUST FANS d KITCHEN HOODS SHALL NOT ^3. TAMPER 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. RE512103 FOR 125 VOL ARE REQUIRED IN DWELLING UNITS IN ALL AREAS SPECIFICATIONS. B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OP AT LEAST A GAGE LADDER VENT THROUGH THE : SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. SPECIFIED IN NEC, 21052 FOR 129 VOLT, 15 d 20A RECEPTACLES PER NEC 406.11 TYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/G VERT. REINFORCEMENT SHALL rn 2, MINIMUM CONCRETE COVER OVER : 1-1/2 RGIN6 SHALL BE: - ALSO BE PROVIDED AT THE BOTTOM AND TOP OF. ALL OPENIN65 AND EXTEND NOT LE55 P L p � p _ r FOOTINGS � 3" BEAMS AND COLUMNS: I-I/2" 9. ONE -QUARTER OF MAXIMUM BOTTOM REINFORGIN6 STEEL AREA OF EITHER ADJACENT U M B I NG NOTES 24;. INTERSYSTEM BONDING TERMINATION FOR GONNEGTIN6 INTERSYSTEM BONDING AND FRAMING NOTES CiROUNDIN6 CONDUCTORS SHALL BE PROVIDED FOR TVCOMMUNICATIONS RADIO - BEAM SHALL EXTEND THRU SUPPf �27 AND LAP WITH A CLASS "A" TENSION LAP SPLICE THEM 24" BEYOND THE OPENING. PROVIDE 8" MIN EMBEDMENT INTO CONCRETE COLUMNS � 1 GATV, ETC. PER NEC 250.94. L� ON EITHER SIDE OF SUPPORT. AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T" INTERSECTIONS. I. ALL PLUMBIN5 FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, .. 3:REINFORGIN6 STEEL: GRADE 60 (FY=60.000) ASTM A615/A bISM-ON. I ' ^ � , „ 10. SPLITING OR GRACKIN6 OF 5TRUGT,x:: -1 COMPONENTS DUE TO IN5TALATION OF 5. GENERAL: I. FINAL 516NED ANC, SEALED ENGINEERED TRU55 AND FLOOR SYSTEM DES16N MUST BE F.B.C. - lJ 4. DETAIL of CONCRETE REINFORCEMENT SHALL R IN ACCORDANCECONSTRUCTION" WITH THE MANUAL 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3 FB.C. 25• A MINIMUM OF 15 %F OF THE LAMPS A PERMANENTLY INSTALLED RMANN6 FIXTURES d' }- U HARDWARE IS NOT. PERMITED. SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DESIGNERS MUST ___I OF STANDARD PRACTICE FOR REINFORCED CONCRETE GONISIRUGTION" A5 PUBLISHED r 3. 015PO51TION OF RAIN WATER SHALL ry i SHALL BE HIGH-EPFAGY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY Q ® Z A. STRllGTURAL DESIGN IS IN AGGORDANGE WITH A.G.I. 530-II/ A.S.G.E. 5-II/T.M.S. 402-11; WIDE ALL TRUSG .ONNEGTIONS A5 PART OF THE DESIGN. - ALL COMPLY WITH F.B.G. PLUMBING CODE GHAPT_,� u. LLI Z 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 101-O" FROM ROOF i INSTALLED LIOWIN6 FIXTURES SHALL CONTAIN ONLY H16H-EFFAGY LAMPS. (LOW /��// JACKS: LL Q BY THE CONCRETE REINFORGIN6 STEEL INSTITUTE UNU.E55 NOTED OTHERWISE. II. UNLESS OTHERWISE NOTED, THE IMSTv_I.ATIN OF SPECIFIED HARDWARE SHALL BUILDING GORE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON Q >- CONFORM TO THE MANJFAC`;URES INS�'n.TI0N5 AND STANDARD PRACTICES BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 2.BEARIN6 POINTS OF TRUSSES SHALL HAVE VERTICAL 5'fUpS IN A NUMBER EQUAL TO S. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. I VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH EFFAGY LAMPS) � 5. ADEQUATE VERTICAL AND HORIZONTAL 5H ORIN6 SHALL 8E PROVIDED TO SAFELY THE NUMBER OF PLIES OF THE BEARING MEMBER HEN THE BEARING MEMBER 15 2 OR 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH SUPPORT ALL LOADS DURING CONSTRUCTION. 12. LINTELS SHALL HAVE A MINIMUM 4" IsEARIN6 EXCEPT RECESSED LINTELS SHALL () SHOWER HEADS SHALL 126,`RE ZONED AND UNCONDITIONED SHALL BE SEALED TO LIMIT AIR LEAKAGE BE W O LLI LU MORE PLIES UNLESS NOTED. BE FINISHED WITH A SMOOTH, NINABSORBENi SURFACE TO A HEIGHT NOT LC -SS THEN EN N HAVE 8 BEARING. 70 INCHES ABOVE THE DRAIN INLET. I CONDITIONED AND UNGONDITIONEP SPACES. U = Y U LU UJ W f-. L1J = coDE S USED. n PROPOSED RESIDENCE FOR. oD o � o q JURISDICTION: ST. LUGleCOUNTY, FL c� � � c j m } 9 "� Q 8 d a - FLORIDA BUILDIN6 CODE 67H EDITION (20CI) e/'"�_ U /� " CODE : 2017 FLORIDA EUILDIN6 GODS 6 TH EDITION V ,Ll` - a�Y ��Q A.SNEr MFP7-10 2014 "� �Q PROJECT ADDRESS : SEE TITLE BLOCK PROJECT NAME: CRUCE/RA%5A " "_= T"• - A.SGE: 7-10 g� � �D 9®' - FBC 201-1 PLUMBIN6 CODE, F% 2011 MECHANICAL CODE, FEY, 2011 ENERGY ARGHITEGT/EN&INEER : JOE MOGARTI' ARCHITECT o oaoa CONSERVATION CODE Q.. �.` TYPE OF GONTRUGTION : C135 , X FRAME BUILDIN6 DES16NED : ENCLOSED c' P 9' _ OPEN PARTIALLY ENCLOSED DRAWING INDEX n„o D WIND SPEED (3 SECOND GUST) V u1t : 110 mph 611 COVER SHEET WIND SPEED (NOMINAL) V asd : 132 mph 0 �. A -I FLOOR PLAN EXPOSURE: C ? ° o A-2 ELEVATIONS INTERNAL FRE55URE COEFFICIENT, 0.18 A-4 ELEVATIONS IMPORTANCE FACTOR: 1.0 BUILDING R15K CATEGORY _2_(1,2,3 OR 4) 15.4 - A-4 BUILDING d WALL SECTIONS d DETAILS MEAN BUILDN6 HE16HT : I FT, 5-1 FOWA71ON PLAN OVERHAN6 I -8 Inches ROOF FITGH b / 12 5-2 FRAMING DETAILS COMPONENTS d CLADDING WIND PRESSURES: 24.2 / -32.4 PSF 5-3 FRAMING PLAN (ACTUAL BUILDING DE516N PRESSURES FORWINDOV,'5 AND DOOR5 L15TED ON PLANS) 1233 SE PORT ST. LUCIE BLVD. 5-4 BEAM HE16HT PLAN ROOF DEAD LOAD : 15 LIVE LOAD : 20 PORT ST LUCIE, FLORIDA 34952' a FRAMED FLOOR LIVE LOAD 5-5 BRACING PLAN (772) 340-7223 _ E-1 ELECTRICAL PLAN SHUTTERS : YES NO W _ P5F DEAD LOAD : N/A LUCIE I I WW.PACE2000HOMES.COM ONS 1T . Lam. U I O . M-1 HVAG PLAN : : � IMPACT RE515TANT ASSEMBLY , YES X NOmum --- F-I FLOOR FIN15H PLAN Co PLAN / ELEVATION SYMBOLS LEGEND C 2 C2 Z1 FOUNDATIONED CFIJ_ PLAN SEE AS 5HELFNOTED HEIGHT . FIT C41 COONCREETE COLUMN L'Cl�/1Cl ED DROPPED A5 NOTED NON -BEARING FRAME TT ARCHED OFENIN& SEE drawing CONSTRUCTION _M 7 _ _L WL .PLAN OR ELEV. f _...., " f° _" BEARIN6 FRAME I HOUR FIRE RATED COVER SHEET :. L . CONSTRUCTIONRWRUM WALL10 FRAME CONSTRUCTION MASONRY CONSTRUCTION I C - -- ABOVE OR BELOW TYPICAL E EV. BEAM HE16HT F1EV CHANCE sr" LUCIE COUNTY LDING D GN sheet REVIEWEb FOR CO P G REVIEWED BY /'�' DATE V O'-0" FIN. FL. SLAB FLOOR ELEVATION PLANS AND PERM UST BE KEPT ON J®B _ sIo S WILL BE MADE 1T R NO INSIDE N UrT _ ATE O i DOOR 50HEOULE N* 57rLEDOOR M.O. D.P. NOTES WD HOT W H + - 001 DOUBLE EXTERIOR 6'-0" 6'-b" -15" 83" 34.14 51.55 Main egress do not shutter 002 OVERHEAD I6'-01, '7'-0" I412" 54" 31A5 38.88 tiara e dr 003 SLIDING DOUBLE EXTERIOR 6'-0" 8'-0" 12" qb" 34.14 51.35 K/lowrise track 004 5LIDING DOUBLE EXTERIOR 6'-0" 8'-O" 1211 qb" 34.14 "3'L35 N/lowrise track 005 51NOLE 2'-6" 6'-8" - - Interior dr 006 BIFOLD DOUBLE 3'-0" 6'-8" - - - Interior dr 005 POCKET 2'-W 6'-VI - - - Interior dr OOq BIFOLD 2'-15" 6'-8" - - - interior dr 010 POCKET 2'-b" 6-8" - - interior dr Oil - 51NOLE 2'-6" 6'-8" - - - Interior dr 012 BIFOLD DOUBLE 6'-0" 8'-01' - - - Interior dr 015 51NOLE 2'-8" 6'-8" - - Irt solid core w/closer 014 SINGLE 2'-8" 6-8" - - Interior dr 015 INT-BIPA55 6'-0" 6'-8" - - - _ Interior dr OI6 51NOLE 2'-4" 6'-8" - - - _ _ Interior dr Oil 51N6LE 2'-b" V-6, Interior dr OIB BIFOLD 3'-0" 6'-511 - ' Interior dr Olq 51N5LE 2'-8" 6'-8" - - r Interior dr 020 INT-BIFA55 6'-0"' 6 '-5" - - Interior dr fir. HINDON 50HEDULE M* TYPE 5TYLE M. d p NOTES 151Z W rT W H. + I - 001 T.G. TRAN50M 6'-5" I'-1" IV' 20" 37.54 '41.05 002 5H2864 51N61LE HUNG 2'-8" 6'-4" 65" ,16.5" 35.14 5b.35 Dbl 005 5142,564 SINGLE HUNG 2'-8" 6'-4" 65" 16.5" 55.14 5,5 35 Obi 004 51-14053 SINGLE HUNG 4'-0" 5'-3" 44", 63.5" 36.14 3q.35 Eciress 005 F.G. PICTURE 4'-0" 2'-6" 4q" 30.5" 51.54 41.05 T.6. 006 51-14053 SINGLE HUN6 4'-0" 1 5'-3" 4,1" 63.5" 36.I4 3,135 Egress 0017 51-12064 SINGLE HUN6 2'-0" 61-4" 25" '16.5" 51.64 50.61 00& 5H2O64 51NOLE HUN6 2'-01' 6'-4" 25" 76.5" 37.&4 41.05 " OOq 5H2564 51N&LE HUN6 2'-V1 6'-4" 65" 16.5" 55.14 38.35 T.6. Dbl -010 51-121564 SINGLE HUN6 2'-5" V-4" 65" 76.5" 55.14 36.35 T.G. Dbl Oil 51-121564 511146LE HUN6 2'-b" V-4" 65" '76.5" 35.14 5b.35 T.O. Dbl 012 SH2564 51146LE HUN6 2'-V' 61-41' 65" '16.5" 35.14 36.55 T.6. Dbl 015 51-14064 51NOLE HUN6 4'-0" 6'-4" 441" 763" 014 51-12864 511146LE HUN6 2'-b" 6'-41' 65" '16.5" 35.14 38.35 T.G. MI 015 51-12a64 51N6LE HUNG 2'-81' 6'-4" 65" 16.5" 35.14 ' 55.35 T.6. Dbl 016 51-12064 51N57LE HUNG 2'-01' 6'-4" 25" 76.5" 37.,54 41.05 T.G. Oil 51-12O64 51NOLE HUN6 2'-0" 6'-4" 25" 76.5" 37.54 41.05 OIB SH2O64 51WLE HUN6 2'-0" 6-4" 25" 76.5" 37.64 41.05 T.6.- 01q T.6. PICTURE 2'-1" 1 2'-b" 1 26" 1 30.5" 37.64 50.61 Frosted 020 T.G. PICTURE 5'-0" 4'-2" V` 50.5" 56.14 41.26 Frosted w/ rids 021 T.G. PICTURE 2'-I" 2'-b" 26" 305" 37.84 41.05 Frosted 02.2 F.6. PICTURE 3'-O" 3'-6" Clear t.G. 1 revisions 58'-10" no. date 10 REV #1 10/29/Ib '-8 18'-0" BLD6 GMTS I'-4" L 151-1011 41-O I/2" b'-T 1/2" 3'-0 " 121-0 31-0" designed AN O O drawn PAR 0 ® 0lill 11 lill III ii ilig .01110 B-B A-4 n r i o q FAMILY - ROOM to _ WL HI 1!4 --- ------- ------ ® ©o 0 0 &04 " HOT/GOLD WATER LANAI 4'-4" GLG. m 13 r _ STUB our 14'-4" 15'-l0' NOOK ui T-2" T,-2, b' 3 3'- S'-10" 9'-4" GLO. Io'-&- 2 ; N. N Q N 00 -b"5 'n 1/2" --1 BEVELED ARGHe e- AfL2L Q fBEDRM 9'-4" GLG. /\I° 15 14 " " O T3 2 10'-0" GLG. ' 2 MASTER BEDRM .w2 LG. TRAY GL6 1-4 TO 10-4" BLa 5INK ; VEN MID OVER 0141 020 O OQ RANGE 2 -2n -4 b-On Lii-4' 2'-0" a 4-q l/2i 5H KITCHEN , 1/2 2 1IIIO6 ] - is I l0'-O" GLG . UPPER _ 10' GABS BRLIVIJG I T uG.® oROOM I O GOFF GLG m v L m ui p d NICHE W/BASE I � 10'-O" TO 11'-0"II I L _ REF. - - 4" I r IRIS ®36" A.F.F. d I I ry 5 5H ° 005 45" HIGHRE a �^ 1 ty I IGATES WALLT ® b'� b'_b° iv 3'-4" 3'-T 1/2" N W.LC. - 014 m in 0 _ a I q -4" GL6. r �i m A.F.F. / B D AWES ®b'-O ` N I to F in t7 L - 007 I k o0 as Q `� � Oil BEDRM 2_ O �� a _ IRIS L_ �,1 012 , 9-4 GLG... � O vRwR ooa 8' 1 o UTILITY '- I/2" II'-4" I I OoaJi ROOM D r 18 MASTER m DINING = '1 9'-4" GLG. l� _ °a I r I BATHRM IB' O '- FOYER ROOM K' m 4 6'-s v 1. OIS Fr4Rl ®9'- ° Olo 3,�„ r 10'-0°a-b"m N I� 0 2x4 wD. om - ui L I TO b'-0 10' O Il2" J -T I/ _ 3'-2' 4 1' 2'-6 1/2" 013 E CURB APPLIED 51DE Q RDEN TUB o = O OND WALL BY 2" OF WALLS W/R-II MIN A4 as 001 4 iv E.W.H. 22;k- BATTS TYP I PULL ON 57A1R 22 010111 111111111O lWPG. LT. J 1 m II ry to 7 9j�1 1 200 AMP METER MAIN m REG'D 5HWR. ENGL. " = 3'-7" 3'-T" 5'-b" -I" I I GARAGE ELEC. PNL: 'A ® E DISCONNECT iV - 8 I 0\ti I Q GLG. I n O �! I QI COV' I I I I 0 I SMOOTH .2 H 5 TU�GO FINISH IN iv r. PbR I I : GARAGE INTIERIOR TYP.. p S'-0" 21-3" 2' S 12'-4" GL 5.1 r+ 11_6 f...... LIGHT ATTIr- JORAGE L - - - - - - - - - - - - - --1 i Aeeusel I _I T'-lo" -021-5" g" I 20'-01 I I A- A checked AN date 10/4/16 scale 1/4' = I'-0" NN.O job no. P-0-0113 . GRU JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 STU _LORIDA a �L,��oPRG�\ im %u U z W 0 vJ LJ 0 ''<^ VJ Q' O 0 _>_ > ~ U LLJ C' o O Lu rD o o V �NC Ui C, JE V Lu � U N U -i ILL � J 1L U a: , CO Lo f-- LL Cn >- m CALCULATIONS AIR CONDITIONED AREAS GONG DRIVE BY 13LDR-1 'INFfSFtM' TI ::.: pp ��II drawing FLOOR FLAN revisions no. dat designed AN drawn PAR checked AN date oiaile scale 1/4' = I'-0• (U.N.0) fob no. P-Ib-0II5.CRU JOSEPH P. McCARTY U Ali ARCHITECT, Inc. 1 OSCEOLA 287.6735 ,.• D• 9639 Q 0 w D' U ® Z LJL.I 0 w (D o JE 0 r-) N �ULLI U w W U U = �C o o- H >- 2INFORMATION .6 ff BANDING NUSMOOTH 5=00 FINISH m a' mr 6ALV MTL FLA5HIK6 AND 5TUCCP STOP ® RO F 8 HIGH RA15ED STUCCO BANDING 4 0 l^USMOOTH STUCCO FINISH -; HALL INTERSECTIONS TYP.' b" HIGH RAISED STUCCO BANDING WSMOOTH STUCCO FINISH FIBER&LA55 SHINGLE ROOFING 12 6 1233 SE PORT ST, LUCIE BLVD. PORT ST LUCIE FLORIDA 34952 - -e ENTRY (772) 340-7223 0 WWW.PACE2000HOMES.COM' _ O 9'-4" T.OB.B. LEI . 6ARA&E 4" HIDE RAISED STUCCO BANDING RAISOTH PU5MOOTH 5TUG00 FINISH ° ---- b" ED SMO TEXTURRED 5TUCC0 Q ® FT] STUCCO BAND A5 FIN15H `o SHOHN cam 04 wkLRG 11 3 - - - - - - O'-0: FIN. FLs SL - - - - - - SHEET INFORMATION b" HIGH RA15ED STUCCO b" HIGH RAISED STUCCO RAISED STUCCO b" HIDE RAISED STUCCO BANDING drawing SILL BANDING H/5MOOTH SILL BANDIN6 K/5MOOTH BASE AS SHORN H/5MOOTH STUCCO FINISH E C- / /� T STUCCO FIN15H STUCCO FIN15H C 4� f"! 0 FRONT ELEVATION SCALE: 1/4" = 1'-0" BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE : SWING DOORS, OVERHEAD DOORS., SLIDING GLASS DOORS,. FIXED GLASS, WINDOWS, AND SKYLIGHTS OPENING PRODUCT " r1ANUFACt➢RER GLASS -ATTACHMENT METHOD DESIGN MaNUFnDTURm DMIGN ACCEPTANCE NO. ID .MODEL PRESSURES PRESb11RE SEE. EXTERIOR SMOOTH : TW€RMA-TRU IMP, 1/4 T.C." WCI-114" MIN EMBED a 4 O.C. SEE DOOR ! 50.0 PSF ' SCHED. EXT. DOOR STAR SCHED. FL 20468.2 SEE CLASSIC O�@PAY BP. N/A 5/I6" x 1-54' MIN EMBED LAG SCREWS SEE DOOR a 36.0 SCHED. O.H.G.D. . (ONE PER BRACKET) SCHED. - 42.0 FL 16546.5 SERIES SEE SLIDING GLASS. SERIES N.I. I/4' TZA 1-3/4" MIN, EMBED, INTO SEE WIND, W.0 SCHED. DOOR 5GD 610 PGT BLOCK a 4'-6" O.O. SCHED.: - 140.0 11-0420.09 SEE E FIXED GLASS SERIES PGT N.I. 1/4' T.C.'6 1-1/4".MIN. EMBED. INTO SEE WIND. ! 85.4 N-O•A• a SCHED, WINDOW PW-770 BLOCK SCHED. 11-0614.05 SEE .SINGLE HUNG SERIES PGT N.I, I/4' T.C." 1-3/8". MIN. EMBED, INTO SEE WIND.- 455,0 N.O,Q, a SCHED. WINDOW BFf-200 BLOCK SCHED. -. 90.0 11-0630.02 DESIGN PRODUC MOVE MANUFACTURE ATTACHMENT METHOD PRESSURES ACCEPTANCE NO. MULLIONS I"x 2.-15 x .315 TUBE P.G.T. 1/4' X 1-3/8" MIN. EMBED. TAPCONS (4 PER CLIP) 11-0630.01 OWENS (6) 1-1/4" LONG 12 GA.NAILS - +0.0 ROOF ASPHALT SHINGLE$ CORNING PER SHINGLE -0.O 16-0425.01 SOFFIT 1/4" WARDISOFFIT JAMES SO X 2' LONG NAILS a 8". O.G. AT ALL BEARING. � 104.0 HARDIE 11.0821.21 HURRICANE 34 GA BERTHA EASTERN METAL i/4" POWERS W/ l/8" EMBEDMENT < I/4- t3 2.60 PANELS GALVANIZED STEEL STORM PANEL6 SUPPLY n 20 MACHINE SCREW WITH NUT s 12 O.G. US64,2 R4 revisions no. date designed AN drawn .PAR checked AN date 10/11i16 Scale 1/4 1'-0' 414.0) job no. P-18-0113 . CRU (f'tl, lAt!7E5,:1.+'T RMiIDRE, JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 STU 639 M co 9639 ` * 0 U 0'-0' FIN. FL. 51 �C�STFRED PSG W U z W ,LArL'� U) G� U W C) Z W �LJ ®LQ N U LLJ cnsLu� c) U c¢n LEI LL- C/) m BUILDER INFORMATION 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952` (772) 340-7223 WWW.PACE2000HOMES.COM a. y_ I SHEET INFORMATlON� drawing ELEVATION & SE(O'PTIOS sheet A-3 —PRE -ENO TRU55E5 ALL EXTERIOR Ce LIN15 MATERIAL TO BE HY-RIB LATHE AND STUCCO FA5TENER5 AT 24" O.G., EITHER 1-5/4' MIN EMBEDMENT ROOFING NAILS WITH I/6" SHANK AND 516" HEADS OR STAPLES WITH 1-5/4" MIN EMBEDMENT LEGS 4 1/16' (16 6A6W EXT, PORCH CLG DET. #1 GONG. OR MASONRY ALUMINUM FRAME, FASTEN Ix4 MIN. P.T. BUCK SET IN STUCCO FINISH GONG. COLUMN 2xb P.T. BUGS SET IN DOOR THRESHOLD SET CAULK 4 IN BED OFFASTENED ALUMINUM FRAME T/ STRUCTURE THRU BUCK1-1/21 3/I6" TAPGON EVB SEALANT AND NAILED H/ HO G01 PERIMETER SEALANT WEATHER STRIPPIN6 BY SEALANT FASTEN W/ 1/4" DIA. x 2-5/4" MI 3" FROM EP. FASTENED TO SILL W/ #5 x 1 1/2" 5GREW5 0 16" O/G SECURE FRAME TO SILL. / WITH SILICONETAPGONS �n L 0 12" 0/C• MIN. I-I/4" EMBED 0 /4' NAILS AT AX GONG. OR MASONRY GONG. OR MA50NRY Izb P.T. EIJGK SET IN SEALANT AND NAILED DOOR FRAME FASTEN 7TO/VCK W/(2) 3/Ib"x 2-ITAPGON DOOR MANF. GARAGE DOOR OOO AND 4" O/0 MAX. PERIMETER SEALANT CAULKING PERIMETER SEALANT Y 11-1/2" CASE HARDENED SCREWS 2 Q' O/G 6ALV. 5TL. VERT. TRACK ° Q o STUCCO FINISH a qod qo COIL NAILS AT 12" O/G. ` FLOOR COVERING BY MANE. FASTENED TO DOOR FLOOR COVERING Y�l. _ GONG. OR MASONRY MA o a 0 'o ° MAX. % TRACK PER PROD. TRIM ' �Oo •. o: . o o q° Ix4 MIN. P.T. BUCK SET IN75TUCCOFIN1514 DRYWALL BOARD APPROV. 5PEC.5 DOOR FRAME FASTEN TO BUCK WV (2) NIO 6ALV. x 2-I/2" SCREWS 0 2'-0" O/C ° 9' ° ':.o. o o, d d o. �. •o :. Oa •.. CPO 0 .' T `PRECAST OR POURED SEALANT AND NAILEDCAULKING WI-112' CASE HARDENEDALUMINUM COIL NAILS AT 12' 0/G. MAX. FRAME, FASTEN TO STRUGNRE THRU BUCK r Wl3/Ib:.TAPGON:SGREW5 DRYWALL BOARD CAULKING o o ° 00 d Q O � 6ALV, STL. TRACK BRACKETS FASTENED TO WOOD JAMB PER PROD. APPRV. SPEG.S -. DOOR TRIM.. CONC. FLOOR L SLAB SILL H/ 1 #5 BAR � , _ ®12 -O/G: MIN.d I/4 EMBED .DOOR FRAME FASTEN - 2xb MIN. P.T. ATTACHED TO COLUMN W/ ;, PERIMETER SEALANT PERIMETER SEALANT PERIMETER SEALANT DRYWALL BOARD CAULKINGERIMETER SEALANT THRU BUCK E B , T:G x I-3/4' MIN. EMBED 0 GROUT BED GONGRE1i SLAB " V2 x 5-1/2 REDHEADS H/2" VIA. xYo ,- _THK WASHERS 0 2 O O/C VERT. (b 57=0 FINISH HEAD/JAMB DETAIL DOOR (DOOR) STU'GGO FINISH SILL DETAIL DOOR (DOOR) SILL DETAIL (WINDOW) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) 5"/13 0/0 JAMB/HEAD DETAIL (S.G.D.) SILL DETAIL (S.G.D.) MAX. FROM ENDS) JAMB DETAIL (GARAGE DOOR) CONT. DOUBLE 2X4 TOP 7TIE 5/8"TYPE X" GYPSUM ON FURRING 0 16" 0/G —V'L- 2X4 57U05 0 I60. 0/C 112" TYPE 6YP5UM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ I" LONG BUGLE MEAD SCREWS TO EACH 510E 0 12" 0/C P.T. 2X4 WOOD 50LE PLATE ATTACHED TO SLAB W/ 516" v WEDGE ANCHORS AT 24" D/G (TYPICAL) INTERIOR MONOLITHIC FOOTING (5EE FOOTING SCHEDULE) 8 1 BEARING WALL SECTION A4 SCALE: 314' = P-O' EXTERIOR GMU WALL revisions no. date designed AN drawn PAR checked AN date 10/41116 scale 1/4" = 1'-0' (U.N.0) job no. P-0-0113 . GRU ,AQl"WlTl=rT 11C bGi`I'1D f1:` JOSEPH P. McCARTY ARCHITECT, Inc. D E. OSCEOLA STRT FIBEFE LA55 SHINGLES OVERT LAYER 12 �� 287.6735 87 G7 3C 30# FELT UNDERLAYMENT OVER Iq/32' LO / VV I JJ..11 EXT GRADE CVXSCHEDULE PLYWD. ELFV 5) (SEE DIAPHRAGM SCHEDULE FOR NAILIN6 PATTERN ST PRE-EN6. WOOD ROC•F TRIJ55'5 0 F 024" OIG TYPICAL ;.H/APPROVED 6ALV. TRUSS p ANCHORS EA. END R-20 MIN BATT I co !< SEE ENERGY CALG5 JII60 SEE ELEV. O U NOTE: x ?� GREY, MTL:DRIP � ALL WALL AND CEILING FINISHES SHALL HAVER I/2 5A6 RESISTANT G G 'ON.IX2P.T. L6, FLAME SPREAD CLASSIFICATION 201 ON OF EDITION ATER — END. APPLIED TO % P' GONTIN.2X8 �> D THEN 200 AS PER FBG R 201T bTH EDITION UNDERSIDE OF TRUSSES NOTE. PRE-PRIMEDSPRUGE . FASCIA FIRE STOP INSULATION _ L TION MATERIALS, .... AL INCLUDING PAGIN65 SUCH A5 VAPOR (, „,. ., ,.. .. ,. RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN STl1GG0 OVER HI RIB FLOOR-GEILIN6 ASSEMBLIES, ROOF-GEILIN6 ASSEMBLIES, WALL P.B. SAW MTL LATHE CONT. MASONRY BOND BEAM ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME 5EGURRED TO TRU55E5 O.H. SEE STRUCTURAL DYd5515GHEDULES SPREAD INDEX NOT TO EXCEED 200 WITH AN ACGOMPANYIN6 5MOKE-DEVELOPED INDEX NOT TO EXCEED 450 HHEN TESTED IN I CONT. METAL POUR STOP ' ' ACCORDANCE HITH ASTM E 64. � e NOTE: 1/2' DRYWALL 1 EXF05ED ATTIC, INSULATION. ALL EXP05ED INSULATION MATERIALS t J INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT : 5/6' STVCO FINISH FLUX HOT LESS THAN 0.12 HATT PER SQUARE CENTIMETER. EXPOSED OVER 6" GONG. BLOCK IX2P.T. FURRING 0 Ib" 0/G OVER °/q' z FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE THK RI610 FOIL BACKED INSULATION W UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC HALLS SHALL SEE ENERGY CALC.'S FOR R-VALUE COMPLY HITH SECTION R516 NOTE: MAIN SLAB I _Z R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A106.1, AlObA, _ i II— I— AIO5.5, A106.b, A106.11, AII&I, AI16.3, AI36.1 AND A131.1. -1 I III=I R102.42 CEMENT, FIBER -CEMENT AND OLA55 MAT III —III— 6YP5UM BACKERS. CEMENT, FIBER -CEMENT OR 6LA55 —III—I I MAT 6YP5UM BACKERS IN COMPLIANCE WITH A5TM G { 1266,0 1525 OR G 111b AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SHALL BE USED AS BACKERS FOR VJ II APPLIED HOOD BASE W FIN. FLOOR TO BE ON MIN, � �.. f R ABOVE CROWN OF ROAD MIN. MONO. GONG. FOOTING. POUNDATIO PLAN '^SEE U) FOR NOTES 4 Df TAILS ':^° II=II INil Q Al ICI_—ry —I I Tom_ n r ITT —III III-1 .00b MIL VISOUEEN I —I I III —I I I I I —I I I ��„III,iIILIIIIIIII�IIIIIi,IIII--I� W U D HALL TILE IN TO AND SHOWER AREAS AND WALL B-B TYPICAL WALL SECTION LL PANELS IN SHOWER AREAS. USE FIBER CEMENT TYPICAL HHERE FIBER6LAS5 A-4 5CALE: 514" PREFAB UNITS ARE NOT INSTALLED. O _J W LL W f✓1 Z �0LLJ® C c%4 c.) LJ U Cr- LIJ C/) U C) W =5 Q LL Q L0 a— $— (2) #10 S.M.S. TOP 4 BOTTOM 0 EACH SW IM FINISHED GEILIN6 - SEE O TYP. WALL SECTION GONT, 25 6AUSE METAL TRACKS TOP 4 BOTTOM KI (1) #10 SM5 0 24" O/G 2X4 STUDS 0 16" O/C 112" TYPE 6YP5UM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ O I' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/G CON'. 25 6AWE METAL TRACKS .TOP 4 BOTTOM X?..T. 2X4 SOT PL. CONIC. FLOOR SLAB <� I4" 3d/2 " 7APGON5 0 24fi O.C.OR HILTI PINS .145" DIA x 1" L6. 0 16" O/C W/ 1" N45HER5 TYPICAL INTERIOR PARTITION 5CALE: 3/4" = 160" (2) #10 5.14.5. TOP 4 BOTTOM ® EACH STUD �y ` PIN15HLV GEILIN6 - SEE TYP. WALL SECTION Ix4 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO O STUDS W/ (2) #10 5.M.5. EA, END 2X4 STUDS 0 16" 0/G 112" TYPE 6YP5UM WALLBOARD APPLIED VERTICALLY 4 ATTACHED I" LONG BUOLE HEAD 5GREN5 TO EACH 510E 0 12" O/G CONT. 25 OAUGE METAL TRACKS TOP 4 BOTTOM.HLP.T. 20 BOT FL. CONC. FLOOR SLAB 114" 3-112" TAPGONS • 24" O.G. OR HILTI PINS .145" DIA x 1" L6. ® 16" 0/6 VI/ I" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'-O" 1/4" "POWER5 CALK -IN" LEAD ANCHORS BEYOND, 0 12 O.G. WITH STAINLE55 STEEL 5CREW5 TO ANCHOR PANELS. PRE-ENGINEERED PRECAST LINTEL ' n e WOW. HDR. HT. ' PER PLAN5 CAULK P.T. WOOD BUCK d HORIZONTAL .050" ALUMIN. STORM PANELS. DIRECT MOUNT TO WALL. ALL BOLTS AND WASHERS HILL BE STAINLE55 STEEL. MOUNTING AT ALUMINUM WINDOW (REFER TO k 51DES OF OPENING, TYPICAL ALL FLOOR PLAN FOR SCHEDULE) m WINDOW OPENINGS. DRYWALL OR MARBLE SILL m PRECAST SILL 5/6" THK. TEXTURED STUCCO FINISH ' , ,, � OVER 8xbxib GONC, BLOCK 6TYP WINDOW W/SHUTTER DETAIL A4 N.T.5. FL# 11164.1 12 L-1 L I I b A ERED COVERED NAI LIVING q _ ROOM b LFOYERb PORCH SHEET 1INF0RMATION,, drawing o'-O" FIN. FL. SLAB S E CT I O I S& DET'A.ILS AA BUILDING SECTION A -A SCALE: 1/4" = 1,-0" sheet A-4 c` 200 AMP ELEC. PANEL "A" 105000 AIC RATED CIRC. DESCRIPTION POLE BKR WIRE KVA. 100% 100% KVA. ARE BKR POLE DE5(RIPTION GIRO. 1. AHU. HEAT PUMP #I_ _ _ 2- 60 - b_ -O _ _IOA 0 --0-- 8 40 2 COMPRE55OR #1 -2 3 5 RANGE --_- - 2_ so-- 6_ 12.0 0 -0 - 5A "10 So 2 DRYER _______ 6 - q MICROWAVE--__- 1 _20 12 1.2 - O 0 _-1.5- -12.- 20 -1. _ WASHER 10 - I I REFR16ERATOR 1- 20 12 1.2 O 0 -_---- 4.5 10 --_ 25 _._ 2 _-- WATER HEATER -- ----_-__ 12 13 GENERAL LI&HTINC- - 1_ IS _ 14 0.52-_ O _ 14 15 GENERAL L16HTING _ _ I _ _Is _ 14 0.52__ O 0 --1.0 12 20 1 6ARBA6E. DISP05AL 16 1-1 GENERAL LI6HTIN6 ( 15 t 14 052 O 0 . 1.2 -.12 20 1 DISHWASHER 18 Iq GENERAL LIBHTIN6 I IS 14' 0.52 0 003 12 20 1 BATH CFI RECEPT. 20 21 6ENERAL LIGHTING 15 14 0.52 _O 0 0.4 12 20 I O.H. DOOR OPENER -22 25 . GENERAL LI&HTIN& __I_ 15 - 14 0.52-- O O __I_5- 12 20_: _ I _ SMALL APPLIANCE 24 25 GENERAL LI614TIN6 J. 15 14 OS.2 O 0 1.5 I2 20 I SMALL APPLIANCE - 26 2T.. GENERAL LI6HTING- _1_ IS -14_ 0.52___0 "0 - 0.52 <_I4 - I5 I GENERAL LIGHTING ` 28 2q GENERAL LICHTIN6 I - 15 _ 14. 0.52-_ O O _ 052 _I4- F 15 _ I -GENERAL LIGHTING. 30 31 GENERAL LIGHTING-_-1- IS 14 0.52-_ O _.._---- ._ --_ SPARE -----_- 32 33. GENERAL LIOHTIN6 I 151-14 0.52_- O -_--__ __- SPARE 34 55 --------------- 5PARE : - SPARE - 36 3i SPARE --- SPARE 3b 39 SPARE ------ SPACE --- 40 41 SPACE - SPACE. -- 42 SUB TOTAL 20:12 Id�O O 18.14 - SUB TOTAL TOTAL (NO A/C) 55.26 Ist 10,000 at 100% _ 10.00 REMAINDER AT 40% = 11.50 A/C LOAD AT 65% = 6.50 TOTAL = 2"T. O x 1000 / 240 = 115.55 AMP5 THI5 PANEL m PANEL DISC 200A 2 _ _ (1) SETS OF (3) •2/0 AW6. THWN IN 1-1/2" CONDUIT (";; I1ET OF (5) *2/0 AA&.. THWN ,7; I-1/2" CONDUIT F i ELECTRICAL SYMBOLS .Q... DUPLEX RECEPTACLE -SWITCH TELEVI51ON JACK sB 4 SMOKE. DETECTOR g F.P.4L. METER 4 DISC. AT 12' A.F.F. I - SINGLE POLE PREWIRED DUPLEX RECEPTACLE �3 SWITCH mp 220 v.RECEPTACLE SWITCH ® BREAKER / 11B AT BASE THREE WAY II AT 12' AFF. DISCONNECT PANEL Pc DUPLEX RECEPTACLE f4 SWITCH oT HVAC PADDLE FAN g EXHAUST AT 6" A5V.000NTER FOUR WAY THERM05TAT W/OR NO/ FAN DUPLEX RECEPTACLE SNITCH INTERCOM (MASTER) M FLOURESCENT L16HT FIXTURE EXHAUST FAN FLUSH IN FLOOR R RHI05TAT AT 60" A.F.F. DUPLEX RECEPTACLE SNITCH TELEPHONE OUTLET z INCANDESCENT L16W LV DOOR JrGFI &ROUND FAULT B DIMMER ® • AT 12 A.F.F.DUPLEX FIXTURE CL&. MNTED. RELEASE Q� RECEPTACLE SW OUTL FL�FIXTUREKALL. INCA�E�ENT L(2) MNTED. I VOLUME CONTROL Top REC.I IK KEYED FLUSH wP DUPLEX RECEPTACLE fl SECURITY SPEAKER ® HI HAT CL6.MOUNTED OUADRUPLEX RECEPTACLE WATERPROOF KEYPAD ...SECURITY IN GL6. 1'r, DUPLEX RECEPTACLE -JUNCTION ® HI HAT ® LOW VOLTA6E !tJC UNDER COUNTER BOX U LI6HT5 VAPOR PROOF TRANSFORMER ® 6FI DUPLEX RECEP. ® DOOR RECE55M FLUORE50ENT FB CEILING MTD. FAN BOX IIGFIc AT &" W.000NTER I CHIME EYEBALL STRIP FIXTURE Q INTERCOM (SLAVE) ❑ DOOR wR GFI WEATHERPROOF TA0LE 220VOLT OUTLET STATION PU5HBUTTON �I lCre revisions no. d E FLOOR FINISH PLAN 5GALE : 1/4" = I'-O" (cUu:,::igll) designed AN drawn PAR checked AN date 10/�5n6 scale 1/4" = I'-O" N.N.0) job no. P-10-0113 . GRU W U Z W 0 C) W Q Cn w Q CY wo z W 0p uJ o [IfLu W M N U L.L J Cn � U � ��� m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WWW.PACE2000HOMES.COM z am CM drawing FLOOR FINISH PLAN sheet F-1 s- FOOTING SCHEDULE DETAIL MARK SIZE "P) REINFORGIN6 DESCRIPTION NO. w2 N5 COWIN. EXTERIOR MONOLITHIC F-1 16'xl6"xCONT ONE STORY I - W.2 p5 CONTIN. EXTERIOR MONOLITHIC P-2 16 xIB"xCONT. Wa A{5 CONTIN. AT SHOWER RECE55 .5 INTERIOR MONOLITHIC F-3 Ib"xle'xCONT. AT DROP 31 EXTERIOR MONOLITHIC F-4 16"xlb'xCONT. W/3115 CONE, -'I TOP $ 2 BTM ONE 5TORF 43B THICKENED EDGE TE-1 10' x DROP CONT. N4#.4 CONT.. AT DROP 34 THICKENED E06E TE-2 6 x 6 x CONT. !N #J CONT. AT ED&E 35 0'-0" FIN. FLOOR 5LAB ,.v v W LL- COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION bx6 CONC. BLK. WA FULLY 6RaMV CELL W l-#5 VERT EA. CELL C-1 BLOCK 0 61,00 O/C MAX. OR A5 LOCATED A PLANS 6x16 C-2 BLOCK CON,BLOCK W/2 FULLY GROUTED CELLS W I-05 VERT. EA. CELL &12 RINKER T329 OR EQUAL C-3 BLOCK GONG. "0' BLK. FULLY &ROUTED W/245 VERT. 45' IRREOULAR RINKER T990 OR EQUAL G-4 BLOCK FULLY &ROUTED W145 VERT. EA. CELL. r I I / - .. p FLOOR 5LAB TO BE 4tl THICK POURED CONCRETE � mIm21 iv I I 5LAB WITH 6'X6"XWI.4XWI.4 W.W.M. ON 6 MIL I �ter O V15OUEEN (OR EQUAL) VAPOR BARRIER ON CLEAN I j m I WELL COMPACTED (To 95%) GLEAN SAND FILL. 25 -I (`-- ' d >- O O I I uJ O ua N cn ® I ) fl U = c) Li w CA EE 0-) J Lo Lo ° 1 / I ,I I' revisions no date FILL COLUMNSs . _ m c BREAK AWAY SIDE OF AND LINTEL L . ti WGROUT ... .. MASONRY COLUMN FOR .. CONTINUOUS FOUR T..5B T designed A � BEAM SCHEDULE I N I 9 u e FOR REINFORCEMENT I- .I drawn PAR __ _ _w...... .. _ checkedAN 113 VERT. TIES ONLY AS REOD._.�:. SEE LINTEL SCHEDULEI ARdate Io/a/IL n I r. scale I/4' = r o' cu.No) li I HIGH STRENGTH PRECAST LINTEL __. _.. • — <: _ N 1e1 W/REINFORGIN6 AS REOD. ! la/32" ROOF PLYWOOD. NAIL �Oh n0. P-I5-0115 : GRU SEE LINTEL 50HEDULE I I' PER DIAPHRAGM SCHEDULE 141/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE BLOCK OR MASONRY ENO. AND APPROVED WODD TRUSSES SEE COLUMN SEE PLAN COLUMNS BEYOND _„ " TYP. WALL SECTION FOR ACTUAL HEEL' PRE-EN6. WOOD TRU55'5 SEE ::.. FILL COLUMNS SOLID 8 x8 FILLED CELLSTECT OF RECOR,: SEE FOUNDATION PLAN AND OVERHANG GONVITIONS. C ..TYP: WALL SECTION FOR ACTUAL 2X P.T.PTPASTEN TO COLUMN W/ I/4 ---- W PEA &RAVEL CONCRETE SEE PLAN AND COLUMN SEE TRU55 CONNECTOR 50HEDU E HEEL AND O.H. CONDITIONS VIA. TAPGONS 0 12" O/G VERT. SCHEDULE FOR REINF' SELECT CONNECTOR 5HOWN ON U5P RT16A or RT16-2 CLIP W/ (a) SENN�A66ERED 4 b" MAX. FROM JOSEPH P. McCARTY TYPICAL CHANGE BRAGIN6 PLANS INSTALL PER. MFR. IOd x 1-1/2' NAILS TO TRUSS 4 W SPECIFICATIONS ARCHITECT, Inc. TYP. DIET. LINTEL ON C LUMN 10a NAILS To PLATE 3/4"=1'-0' IN BOND BEAM HEIGHT SEE PLAN �± p �. T.O. WAIL ELEV. - STRAP / L. TOP PLATE TO ` 900 E. OSCEOLA STRT STUDS W/ LISP SPTH46 OR L BLOCK OR MASONRY 4-0" M 2x STUDS U-STRAP OVER TOP PLATE AND 'COLUMN SEE PLAN r� pp 0 16- 0/0 DOWN EA. 51DE W(6) IOd NAIL5 772.207.6735 �^ 8"xlb" BOND (cam PLAN)' (TYPICAL) VIA. TAPGON5N0 2' 0%VERT. I/4' BEAM (PER 50LID BLOGKIN& 0 4'-0" 0/G VERT. MAX. 1 STA66ERED 4 6" MAX. FROM �+ 6 SCHEDULE) MASONRY BOND BEAM ENDS STU F iDA l MAX. UPLIFT = 1380>< L" GAN WALL FI MAX = L0O# FASTEN TO END STUD W/ 16d NAILS AT F 1 _r F2 MAX, = 645# 12" O/G VERT. 4 0" (MAX) FROM ENDS �9 ,* 'I LPREGAST s2 s2 - S2 ' CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL FILL COLUMNS RM" ROOF PLYWOOD W/ Iod NAILS 0 4" O/G :I AND LINTEL SOLID INTO 2x4 $P BLOCKING (FLATWI9E) x CONT. ROOF SHEATHING ED6E NAILIN6 l W/ 6ROUT EN6. AND APPROVED WOOD TRU55E5 SEE J (SEE FLAW ALONG BLK'6 T TYP. WALL 5EG7ION FOR ACTUAL HEEL mmiium x b'-0' LONG } SELL" FILLED AND OVERMAN& CONDITIONS 5IMP50N MST W/(22)10 " n CELLS VU INS SEE TRU55 CONNECTOR SCHEDULE SELECT TO 6.T. 4 (I) 5/L" VIA. the lace VERT. CONNECTOR BASED ON BRACING PLANS INSTALL THREADED ROD � 0 PER. MFR. SPECIFICATIONS LU TYP. DIET. LINTEL ON COLUMN `' X--BRAGS BETWEEN EVERY SIMPSON HDU4-5D52 ° - 1R1155 W/ 2x4 SP 4 (2) Ibd END 2G 3/4' =:1'-0° W/(IO) 1/40x 2-I/2" 2$B.BRAGE NAIL5, EA. END: BLOCKING 16MT TO 5D5. TO P05T t , 6 6'-0e O/( EA 7RL66 6M W/ D 145" 4 W/ (10) Ibd U P.A.F. x3' La 04" O/G x GONT NAILS, EA. END 4 7 • z " SAFE LATERAL LOADS FOR - : I I� _ SAFE UPLIFT LOADS F - 1 IbD NAIL �• .� L PRECAST 4 PRESTRESSED U LINTELS OR L PRECAST 4 PRESTRESSED U LINTELS u - .SEE_, N WOpp pOST W. LOAD`� a ♦ SEE FRAMIN& PLA C�C4 SAFE C"�" C' d" SAFE LOAD - POUNDS PER LINEAR FOOT T.D. YW L P Q 8FB-IT SF12-IT 8F16-IT eF2o-1T 6F24-1T 8F2a-IT 8F3z-IT MASONRY BOND BEAM (10) I/4"x 2-1/2" 5D5. TYPE RDNF. TYPE SEE BEAM SCHEDULE LENGTH SUB 6F8 DNu LENGTH 8F6-zT 8Ft2-2T 8FI6-2r 8F2o-2r an+-zr 8F2s-zr W32-2T TO POSTco ui 2'-10°(34� PRECAST 1293 1642 2135 2'-10'(347PRECAST 1972 3173 4480 5747. 7034 e321 9608 j 1972 3173 4460 5747 7034 8321 9608 I SIMPSON HMW-5062. 3'-6' (421 PRECAST 1025 1024 1830 3'-6' (421 PRECAST : 1569 2524 3547 4569 5591 6613 7636ry 1363 2524: 3079 4566 5591 5740 6627 e CONNECTION DETAIL 4'-0' (481 PRECAST 765 763 1365 4'-0° (48'} PRECAST 1363 2192 3079 3988 4&53 5740 66z7 � 2X4 P.T. WOOD BOT..PLATE S2 R ° > ° W WALL `/' m - 1383. 2192 3079 3988 4853 5740 8827 ------ \ 4'-6' (541' PRECAST 592 591 1057 4'-6- (54' PRECAST. 12D7 1940 2724 3508 4292 5077 5861 �.. 2x6 P.T. BLOCKING 0 6'-0" O/C STd= PLAN � 12D7 1940 2724 3508 4292 5077 5861 PRE-EN6. WOOD TRUSSES ll FASTEN EACH END TO TRIGS W/ 3-16d NAILS 1016 1632 2290 2949 3607 4265 4924 SEE TYP. WALL SECTION E •J 5'-4' (641 PRECAST 411 411 734 5'-4" (841 PRECAST 1016 1632 2290 2949 NO 4265 4924 U5P H6AVIO CLIP 0 USP H&AMIO CLIP ALONG TRUSS 0 4'-0' 0/0 Wl (4) FOR ACTUAL HEEL AND BLOGKIN61^/ (4) 5116E E :: " LLJ L L- 5'-10'(701 PRECAST 340 339 607 6-10-(701 PRECAST 909 1492 2093 2694 3295 3807 4498 O.H. CONDITIONS 1 5/16 x2 LONG TAPCON5 To BEAM 4 (4) 1/4 XI-I/2' 11, 929 1492 2093 2694 3295 3897 4498 x2' LON6 TAPCONS SCREWS TO TRU55 BTM. CHORD v > �-- 6'-6 (78' PRECAST 507 721 483 6'-6° (7B� PRECAST 635(I2 1340 18W 2419 2959 3498 4038 U5P HTW20 TWIST STRAP I TO BEAM 4 (4) : J Of )— d 835 INN 18W 2419 2959 305 4038 :.FASTEN W/ NAILS PER CONNECTION DETAIL 1/4'XI-1/2 SCREWS To GONG. TIE BEAM or n/ uLl 727 23 1021 1 I2 210 11 257110 to 3508 9 SCHEDULE A5 REOD. 52 91-OGKIN6 MASONRY BOND BEAM LL 7'-6" (90') PRECAST 424 534 357 7'-6 (90' PRECAST 727 n66 18.i4 2102 2571 3039 3508 :. (SEE �� ''- 1 C� Q O 591 680 11 1s 147I 15 1811 15 215XI6 249 1s FRAME BEARIN6 WALL CV 9'-4" (112') PRECAST 326 512 227 9'-4'. (112') PRECAST $91 851 1326 1705 2084 2463 2342 C LU c> ® Lu 0 SW 552 914 15 IIW15 1458(15 17 15 2007(151.6 (� LR� 10'-6'(1261 PRECAST 284 ao, ,7B, 10'-6"(126') PRECASTELEy. S2 C 7NNECTION DETAIL V c]io U j W SW 086 1183 1526 1865 2204 2544 474 485 798 15 10 15 1272 15 15t0(15 1749(15 ' _ U 11'-4" (136 PRECAST 260 452 152 1 i'-4° (136") PRECAST 494 599 lone 1422 1738 2053 2369 STRAP DBL. TOP PLATE TO 51UD5 <JL S Q V{/ "USP" SPTH 4, 6, OR L U-STRAP OVER 470 9 441 723 14 936 14 1151 15 1 15 ,SB2 15 -J_ J a. 12'-0' (144'� PRECAST 244 402 135 12'-0' (1447 PRECAST TOP PLATE AND DOWN EACH SIDE 470 543 928 1349 1649 190 2247 NOTES:. zz 418 15 373 606(14 793(14 962 14 1141 14 1321 14 V1! (b) IOd NAILS (TYPICAL) ENS. AND APPROVED WOOD TRUSSES SEE [ , ' 13'-4' (160') PRECAST 217 324 109 13'-4 (1607 PRECAST TYP. WALL SECTION FOR ACTUAL HEEL v 1 1- m 428 Ass 770. 1t4s t444 ma 1ea3 W/ HOOD STUDS 0 I6" O/G (PER PLAN) I -EACH CONNECTOR SHALL BE FASTENED TO THE TIE BEAM WITH: AND OVERHAN6 CONDITIONS 341 15 42D 570 14 1050 ee4 (8 1694 (8 1954 (7 VOLT. BLOCKING 0 4'-0' O/G LW 14'-0°(1687 PRECAST 205 293 98' i4'-0"(168'� PRECAST 410 420 709 1050 1434 8 t884 8 1954J. VERT. MAX. Al I/4" 4' TAPGONS ��[;ER If*•f FQRIVIA-r(Qr� n§n 7 239 323 519113 671 13 823 1 978 14 11 14 B) MIN. SPACING BETWEEN TAPWNS TO BE ' �., •• 14'-8'(176� PRESTRESSED N.R. 284 89 14'-8'(176� PRESTRESSED 246 390 655 968 1324 a 16 11 187 11 STRAP PT BOTTOM PLATE TO STUDS 224 302 485(13 628 13 767 i 909 13 1052(13 W/ "USP" SFTH 4, b,. OR L U-STRAP OVER 15'-4'(184� PRESTRESSED N.R. 259 82 15'-4"(184� PRESTRESSED BOTTOM PLATE AND UP EACH 91.E G) DO NOT HAMMER TAPGONS AND ONLY UPLIFT=1195 LBS 230 384 809 897 1224 8 15 14 1801 14 187. 255 404 12 520 12 637 12 754 1z EgU W/ W IOd NAILS (TYPICAL) INSTALL A5 PER THE MANUFACTURERS 1T-4'(2081 PRESTRESSED N.R. 194 63 1T-4"(2081 PRESTRESSED SPECS. i92 30.3 500 732 993 (8 128e(14 1470(14 5/5" WEDGE ANCHORS a 24" OIC 2 - EACH CONNECTOR SHALL BE SECURED TO THE ' 19'-4"(2321 PRESTRESSED N.R. 148 51 19'-4"(2321 PRESTRESSED 162 222 347(It 446(11 546(12 546(12 746(12 AND 6" MAX. FROM OPENIN65 WOOD TRU55 WITH: 166 261 424 616 831 a 105714 1 14 W/3"x3'xl/4'.5TEEL WASHERS A) IOd x1-I/2" COMMON NAILS. ° 21'-e(2561 PRESTRESSED N.R. 125 42 21'-e(2561 PRESTRESSED 1 22 198 306(11 393 11 480 11 567 11 654 11 U EMBED 4" MIN. 3- ADDITIONAL STRAPS MAY BE NECESSARY L15P RT16M HURRICANE CLIP W/ ' 142 230 369 531 713 903 13 1 13 TO. MEET THE UPLIFT REGUIREMENTS.To A (4) 1/4' x I- " d TAPCON5 INTO USPMTW20 TWISTBTRAP 22'-O'(264') PRESTRESSED N.R. 116 39 22'-O'(2641 PRESTRESSED 137 t91 z35(10 37e(n 681 m 561 11 629ryt FLOOR SLAB MAXIMUM OF 2 STRAPS OR23a0# 137 2z1 354 soe Set ( 861 13 997U3 _ BEAM AND (q) IOd x,l-I/2 VU (4) I/4' x I- " m TAPCONS 24'-0'(2881PRESTRESSED N.R. 91 33. 24'-0"(288'PRESTRESSED 124 175 267(10 34110 41610 49110 56610 SECTION ALLOWABLE UPLIFT LOADS NAILS INTO'(RU95 INTO .BEAM AND .(IU 124 200 316 450 600 7 756 12 875 13 FA5TENER TOTAL FASTENERS INTO EACH M•-^ tBER Iod x 1-1/2" NAILS INTO O THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS 12 TRUSS. SIZE L L 10 BOND OR TIE 7 r FOR GR40 FlELD ADDED REBAR. _ 1260 1260 430 _BEMs 5AFE GRAVITY LOADS FOR 5" PRECAST 4. PRE5TRE55ED U-LINTELS IOdxl I/2" 13a5 L a" GMU WALL i 100CArn SAFE LOAD..- POUNDS PER LINEAR FOOT TYPE LENGTH 6U8 8F8-0B 8F12-0B 8F16-08 8F20-OB 8F24-OB BF28-OB am-OB 8F8-1B 8F12-18 OF16-1B BF20-1B 8114-IB 81`28-119 BF32-18 2'-10-(341 PRECAST 2231 - - 3069 4605 6113 7547 8974 10394 11e09 3069 4605 6113 7547 8974 10394 II= 3'-6'. (421 PRECAST 2231 3059 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 IISW 4'-0" (487 .PRECAST 1966 2561 2751 3e2) 4890. 5061 7034 8107 2693 4605 6113 7547 8974. 10394 11809 4'-6- (541 PRECAST 1599 1269 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 $672 10204 IIW9 5'-4' (64' PRECAST 1277 1349 1438 1999 2560 3123 3686 4249 1883 3090 5365 7547 36 71491 87 19 1012119 5'-10"(70' PRECAST - lost 1105 1173 1631 2090 2549 3000 3470 1451 2622 4360 7168(45 60 19 718 18) 8328 20 6'-6' (78' PRECAST 908 1238 2177 3400 3031 3707 4383 5061 1238 2177 3480 5381 8360 1039 37 14 7'-6'. (901 PRECAST 743. 1011 1729. 2632 2205 2698 3191 3685 1011 1729 1 2661 3898 5681 8467 N 6472 15 9'-4- (1121 PRECAST 554 699 1160. 1625 2564 306 2818 3W2 752 1245 1343 2564 3486 4705 3 6390 47 10'-6°(1261 PRECAST - 475 sm am 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4°(1367 PRECAST 362 582 945 1366 1846 2423 3127 4008 582 945 1366 1846 2423 3127E 4006 12'a0'(144� PRECAST 337 540 873 1254 1584 2193 2805 3552 540 873 1254 1634 2193 2805 3552 13'-4'(160' PRECAST 296 471 755 1075 1428 108 2316 2883 471 755 1075 1428 4639 2316 203 14'-O'(168' PRECAST 279 424 706 10D2 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8°(176� PRESTRESSED N.R. NR NR NR NR NIR NR NR 450 783 1370 1902 2245 2517 2712 15'-4'(1841PRESTRESSED N.R NR NR NR NR NR NR NR 412 1 710 1250 1733 2058 2320 1 2513 1T-4'(208") PRESTRESSED N.R. NR NR' NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4'(2321 PRESTRESSED N,R, NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4"(256' PRESTRESSED. N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0'(2641 PRESTRESSED N.R. NR M NR NR NR NR NR NR' 315 550 784 1047 1285 1399 24'-0-(2881 PRESTRESSED N.R. NR NR NR - NR NR NR 250 1 450 1 654 1 884 1 1092 1 1222 ***NOTE. (2) 5TRAP5 MAY BE USED TO DOUBLE THE TABULATED CAPACITY.**" ED SIDE VIEW ON MORR CONNECTION DETAIL NOTE. THIS REPAIR I5 5 IN A SZ E THAN ONE TRU55 IN A ROW I. THEN TRU55 MUST BE REPAIRED 1233 SE PORT ST. LUCIE BLVD. AGCORDIN6 TO DETAIL B. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W. PACE2000HOM ES: COM U5PMTW20 TWIST STRAP W/ (4) 1/4" x I-sq" 9 TAFCON5 INTO BEAM AND (ID IOd x 1-1/2" NAILS INTO TRUSS. 1/4' 0 TAPCON IWI 1/4 m TAFGON OUTSIDE FACE INSIDE FACE IL INSIDE FACE DETAIL A DETAIL B UPLIFT=1195 LBS m§" '" MISSING STRAP DETAIL DETAIL MEET TNFORiATioiv drawing) FRAMING DETAILS shee•L revisio s ` no date designed AN drawn PAR iT\ } U checked AN U W w w U U U date loiail8 scale 1/4" = L-0 (U.N.0) e ® 0 171== 0 0job no. P-18-0113 . GRu CA CA © ARCHITECT OF Rt cJ3 cJ3 S2 r7— JOSE.PH P. McCARTY CJ5 CJ5 1 I I ARCHITECT, Inc. SZ 9-4" L6. Do,G 900 E. OSCEOLA STRT Yv- U O O U Q Q Q Q¢ m rn Q Q ¢ ¢ N M a < co r ¢ ¢ d q U 1 ® D02 772.287.6735 — — — — — — — — — — _ — — D03G ST ORIDA CA ER OF ' 39 + CJ3 51M : 9' :GL6. _ — — of VM6 ER 9. l J - CJ5 S2 52 ... VM4 ER €Ji ER ER 51M Q Q Q N U ,s : a�` __: �'� *.;. ma s"'��'E``i�a:i s r�7S aacai T — _ / 5 \ Q N N EJ7 �+ t SZ ¢ a� GL6. EJ9g1 Y I I I ER W r' : EJ?AifI I I I61=p" GL6. I U y8 /-4'G. EJ7 z EJ 7A1. — —Lu . e _ I I y a YGL6' I l I I I 11-4 O 10-4 / \ - EJ7 , REAR PORCH ATTIC VENT CALCULATIONS CEILING AREA RATIO TOTAL IET FREE VENTILATING AREA 281.0 5.F. IA50 1.67 50. FT. OR U5E 1124' MIN OF 2" WIDE SOFFIT VENTING... OR USE 748' MIN OF 3" WIDE SOFFIT VENTING ,,. ...- "+ :.".q' , . >,..-., •_ EJ7 EJ7 x. EJ7 I I I FF GLG PR „ ENGINEERED 24" /C TYPICAL D. TRUSSES r I — — I 'I © II EJT ram^ ui u— Q F Lai ® Z t� o (D ry Q o W ®> ® Lai <� CD N FRONT PORCH - GARAGE ATTIC VENT CALCULATIONS GEILIN6 AREA RATIO TOTAL NET FREE VENTILATING AREA 4470 +2270 5.F. I IA50 14.415Q. FT. OR USE 26.Q6' MIN OF 2" WIDE 50FFIT VENTING OR 9E 1746' MIN OF 3-WIDE SOFFIT VENTING 1 .17 IVI ® f I j l M E % L_ I i ( I' — rr II I I r a. r,A ' E J7 ER- CJsUINFC7'fiTIQI*r�I,: L- U Cn v U � L J ® CL --I� U U) U-) LL C/) m I y�j `I Woo i revisions no. date n r 30 2 101411{$. 0 i i i n i " _ _ i n 1 4 118 14 15 10 i n 4 O I/2 b - 'I I/2 3-0 '_ " 12 O � " 3-p designed g _ drawn PAR Fz- p checked AN \ 0 date Iola/Ib . / l scale I/4 _ I_ O (U•N.a) \ L 2 L-2 job no. P-18-0113 . GRU ARCHITECT OF RECORD I04PPN P hAr('APTV 6 1_ e a DOOR 5GHEDULE ,� K STYLE DOOR M.O�- D.P. NOTES WD H6T W H + _ 001 DOUBLE EXTERIOR ' 6'-0" 6'-a" 18" 83" 54.14 31.55 Main a res5 do not shutter 002 OVERHEAD 16'-0" 1'-0" 142" L54" 505 5b.88 tiara a dr 005 SLIDING DOUBLE EXTERIOR 6'-0" 8'-0" 12" 1 "16" 34:14 51.55 W/lowrise track 004 5LIDIN6 DOUBLE EXTERIOR 6'-0" $'-O" 12" 96" 54.14 31.55 W/lowrise track 005 51N61LE 2'-5" 6'-5" - - - Interior dr 006 BIFOLD DOU13LE - 3'-0" V-5" - - - Interior dr 00& POCKET 2'-81' 6'-511 - - - Interior dr 004 BIFOLD 2'-6" 6'-b" - - - Interior dr 010 POCKET 214" 6'-8" - - - Interior dr Oil 51NOLE 2'-8" 6'-8" - - - Interior dr 012 BIFOLD DOUBLE 6's0" 8'-O" - - - Interior cir 015 51NOLE 2"-8" 6'-8" - - Int solid core w/closer 014 51NOLE- 2'-8" 6'-61 - - - interior dr 015 INT-BIPASS 6'-0" 6'-5" - - - Interior dr 016 51N6LE 2'-4" 6'-8" - - - Interior 017 51NOLE 2'-8" b'-8" - - - Interior dr OIS BIFOLD 3'-0" 6'-8" - - Interior dr Oil 51NOLE 2'-8" b'-8" - - Interior dr 020 INT-BIPA55 6'-0" 6'-8" - - - Interior dr WINDOW SCHEDULE TYPE STYLE 51 Z H - M.O. D.P. _ NOTES W �f W H + 001 T.G. HANSOM 6-5" i'-7" "5" 20" 37.84 41.05 002 5H2,564 51N6LE HUNG 2'-a" 6'-4" ;5" 76.5" 35.14 W35 Pill 003 51-12664 SINGLE HUNG 2'-611 6'-411 65" 76.5" 55.14 W.35 obi ' 004 SH4053 51N&LE HUNG 4'-0" 5'-3" 49" 655"1 56.14 3Q.35 Egress 005 F.6. PICTURE 4'-0" 2'-b" 45" 30.5" 57.54 41.05 T.6. 006 5H4055 51N6LE HUNG 4'-0" 5'-3" 49" 63.5" 36.14 34.35 Egress 00-7 51-12O64 51NOLE HUNG 2'-0'' 6-4" 25" 76.5" 57214 50.67 0o8 `. 51-12O64 SINGLE HUNG 2'-0" 6-4" 25" 76.5" 51.54 41.05 001- 5H2864 51NOLE HUNG 2'-5" 6-4" 65" 165" 55.14 38.35 T.O. Obl ` 010 51-12564 SINGLE HUNG 21-b" 6'-4" 65" 76.5" 35.14 5,535 T.6. Dbl ON 51-12564 51NOLE HUNG 2'-6" 6'-4" 651' 76.5" 55.14 55.35 T.O. D121 012 SH2864 51N&LE HUNG 2'-a" 6'-4" 65" 16.5" 55.14 5a.35 T.G. Dbl 015 5H4064 51NOLE HUNG 4'-0" 6-4" 4LV 76.5" 014 15H2&64 51N&LE HUNG 2'-6" b'-4" 65" 76.5" 55.14 W.35 T.6. Dbl " 015 5H2864 51N&LE HUNG 2'-b" 6'-4" 65" 76.5" 55.14 56.55 T.G.'Dbl 016 51-12O64 51NOLE HUNG 2'-0" 6'-4" 25" 76.5" 37,b4 41.05 T.G. 017 51-12O64 51N57LE HUNG 2'-0" 6-4" 25" 765 57.84 41.05 OIS 5H2O64 51N&LE HUNG 2'-0" 6-4" 25" 76.5" 37.84 41.05 T.G. 0111 T.6: PICTURE 2'-1" 2-6" 26" 30:5 57.b4 50.67 Frosted 020 T.6. PICTURE V-0" 4'-2" 61" 50.5" 36.14 41.26 Frosted w/ rids 021 T.G. PICTURE 2'-I" 2'-6" 26" 50.5" 5-T.&4 41.05 Frosted o22 F.G. PICTURE 5,-0" 3'-e Clear t.6. BEAM SCHEDULE REINFORCIN6 rr3 Hoop, TOP MID BTM MARK SIZE OR STIRRUP5 - REMARKS TYPICAL MA50NRY BOND BEAM CONT. UNLE55 NOTED.OTHERWISE BB -I Bxlb 1#5- NONE READ, (2) COUR5E5 FILLED CA5TCRETE H16H STRENGTH LINTEL L-1 6X6 ' -' 1#3 - NOW REOD. FILLED LINTEL - GA5TGRETE H16H 5TRENOTH LINTEL L-2 bxlb Is<5 - 1�5 NpNE REpD, (2) COURSE5 FILLED CASTCRETE H16H 5TRENOTH LINTEL L-3 bx16 1 1#5 - 1#5 NOW READ. (2) COUR5E5 FILLED ' CA571CRETE HIGH.STRENOTH LINTEL - L-4 8x36 1#5 - I>t5 NOW REOD: ALL COUR5E5 PILLED CASTCRM H16H 5TREN&TIH LINTEL L-5 8x34 1#5 - 1#5 NOW READ: (4) COUR5E5 FILLED CA5TCRETE H16H STRENGTH LINTEL ' L-6 6x52 175 - 145 NONE READ. ALL CaR5E5 FILLED ? � I /\ T PORT `L IE _ S UC , FLORIDA 34952 m _ _ _ _ '. 12 -4 GL l (772) 340.7223 \ ` I- o wWW.PACE2000HOMES.0 M BEAM HEIGHT LEGEND EM TOP OF BEAM = 12-4 A.F.F. TOP OF BEAM = f0 -O A F F. L� TOP OF BEAM - 9` 4 AFF TOP OF BEAM` 8 O A.F.F.. 14'-4 Sheet S-4 M e T ;` 6 ' R yam, 9 ' CJ1 i CJ3 CJ5 "EJ7 , EJ7 -EJ7A1 EJ7A1 EJ7A1 a c a EJ7A1 I ' - EJ7A' EJ7 � v b s EJ7 EJ7 ". of EJ7 OW EJ7 EJ7 EF EJ7 EJ7 i U U U Q Q Q cJ1 CJ3 CJ5 D01G ,,—MGT SIMPSON D02 2495# REWIRED UPLIFT 5965# PROVIDED D03G EJ7 EJ7 EJ7 EJ7 EJ7 12 l CJ3 J3 6 EJA3 ` EJA B03 I I I I EJA4 EJA3 EJ3./ EJA5 ICJJ3 , cJ1 CJ1 MGT SIMPSON� — — — — — B02 2013# REOUIRED UPLIFT5965# PROVIDED -B01G CJ1 CJ3 CJ5 EJ7 ''. EJ7 EJ7" EJ7 CJ5 cJ1 j CJ5 ..CJ3 CJ3 ALL STRAPS SHALL BE SIMPSON HETA 20 STRAPS EXEPT WHERE NOTED OTHERWISE (I)HETA 20 = 1610# MAX UPLIFT CAPACITY cJ1 — — — — — — — — — — — cJ1 (2) HETA 20 = 2035# MAX UPLIFT CAPACITY---- Igo - -- HJ7 - CJ1 'CJ3 HJ7 'CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 CJ5 :CJ3 CJ1 DIAPHRAGM SCHEDULE DIAPHR46M NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNcRIE5 EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL. GRADE THICKNE55 SPAcIN6 REMARKS- ROOF APA RATED SHEATHING EXPOWRE I, OR EQUAL 24" O/C IOd IOd IOd IOd /Od IOd IOd BLOCKED A5 SPAN RATING 40/20 19/32° MAX. 6" O/C 600/C 6" 0/C 6" O/C 6" 0/C 4" O/C 4° O/C SHOWN ON PLAN APA RATED SHEATHING NAIL CORNER 57UD5 ; EXT EXPOSURE 1, OR EQUAL 16" O/C IOd IOd IOd AT 4" O/C MAX. TYPICAL KALL I SPAN RATING 40120 1 14132" I MAX 1 4" O/C 1 4" O/C 1 6" O/C BLOCK FREE EVOE'5