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HomeMy WebLinkAboutBUILDING SITE PLANS41'4" GL6. HT. 17 Q Q I 1Q iQ CA FL 0'-0" FIN_FL. SL BEDROOM 2 d 3ONLY DOOR STYLE MAY CHANGE W/0 NOTICE INTERIOR ELEVATION 'A' SCALE; 1/4" = 1'-0" DOOR SCHEDULE M* STYLE DOOR M.O. D.P._ NOTES WD HGT W H + 001 DOUBLE EXTERIOR 6'-0" 6-8" 78" 83" 36.46 139.86 Main egress do not shutter 002 OVERHEAD 16'-0" T-0" 16-0" 84" 2Z9 29.9 O.H.G.D. 003 SLIDING TRIPLE EXTERIOR 12'-0" 8'-0" 144" 96" 23.9 26.0 S.G.Q. 004 SINGLE 2'-8" 6-8" - - Int solid core w/closer 005 BIFOLD 2'-6" 6-8" - - - Interior dr 006 SINGLE 2'-8" 6'-8" - - - Interior dr 008 SINGLE 2'-8" 6-8" - - - Interior dr 009 INT-BIPASS 6'4" 6-8" - - - - Interior dr 010 BIFOLD 2'-0" 6'-8" - - Interior dr 011 SINGLE 2'-8" 6'-8" - - Interior dr 012 SINGLE 2'-8" 6-8" - - Interior dr 013 INT-BIPASS 6-0" 6-8" - - Interior dr 014 SINGLE EXTERIOR 2'-8" 6-8" 37" 83" 38.27 41.66 Ext 1-iite 015 SINGLE 2'-8" 6'-8" - - - Interior dr 016 SHOWER 2'-6" 6'4" - Shwr biswing dr 017 POCKET DOUBLE 4'-8" 6-8" - - Interior dr 018 BIFOLD 2'-6" 6'-8" - Interior dr 019 POCKET 2'-6" 6'-8" - Interior dr 020 SINGLE 2'-8" 6'-8" - Frosted t.G. Int. Fr dr 021 SINGLE 2'-8" 6'-8" - Interior dr 022 SINGLE 2'-8" 6'4" - Interior dr 023 INT-BIPASS 6'-0" 6'-8" - Interior dr 024 SHOWER 2'-6" 6'-8" - Shwr biswing dr WINDOW SCHEDULE M�K TYPE STYLE SIZE M.O. D.P.- NOTES W H W H + 001 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. 002 SH26 SINGLE HUNG 3'-1" 6' 4" 75" 76.5" 24.1 26.2 003 SH26 SINGLE HUNG S-1" 64" 75" 176.51, 24.1 26.2 004 SH25 SINGLE HUNG 3'-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. 006 SH25 SINGLE HUNG 3'-1" 5'4" 38" 63.5" 24.1 26.2 1 Egress 007 SH25 SINGLE HUNG 3'-1" 5'4" 38" 63.5" 24.2 32.4 008 T.G. PICTURE 4'-0" 2'-6" 49" 30.5" 40.07 43.47 009 SH25 SINGLE HUNG T-1" 5'-3" 75" 63.5" 37.21 40.61 010 SH25 SINGLE HUNG 3'-1 5'4" 75" 63.5" 37.21 40.61 011 SH35 SINGLE HUNG 4'-5 1/2" 5'-3" j 54" 63.5" 38.27 41.66 012 SH35 SINGLE HUNG 4'-5" 5'-3" 54" 63.5" 24.1 32.1 Egress 013 SHH35 SINGLE HUNG 2'-2 1/2" 64' 27.5" 63.5" 24.2 32.4 014 SHH35 SINGLE HUNG 2'-2 1/2" 5'-3" 27.5" 63.5" 24.2 26.2 015 SHH36 SINGLE HUNG 2'-2 1/2" 6'-4" 27.5" 76.5" 24.2 26.2 T.G. 016 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. 017 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. 018 F.G. PICTURE 2'-1" 2'4" 26" 30.5" 24.2 32.4 T.G. 019 SH25 SINGLE HUNG T-1" 5'-3" 38" 63.5" 36.85 48.66 020 T.G. TRANSOM 6-5" 1'-7" 78" 20" 40.07 43.47 Clear 021 SH25 I SINGLE HUNG 3'-1" 5'4" 38" 63.5" 36.85 48.66 rc s +HB O ---® B/SHWR a ------ e N --- 60 AMP B-B POOL SUB PNL. O 025 LOCATION BY 6.6 o _ B o p IC7 B o H M ry q'- "GL BEDRM I 10 q 02 O n 0. 00 a= I T'-2 1'_2" p 8' 2 PORCH mvin r m 8'-2° II -2 NOOK q'-4" GL6. v 5 -5 021 O 12 0 ry 0 N 01-6. S1 0 0 F 11" T V n O In © r 1 BEDRM 3 I I 014 - - ---- ---- --- T-4"GL6 O 13 2 -2 I N p - MASTER BEDRMI GOFF L6 TO 10'-4" I I I 2'-2" O m rw ry ry oos 15'-0° ® 5 -I 3 -O 5 -q I O. VENTED MICRO VER 0K 6A5 Ia RANGEL -8 10 -4 7- I y 3`-0.1 141 I s ® O 08 AA ALL l OOq o -�' m a --`---J OIT W.I.C. 1'-4" GL6. I I I w r-= es 3�_ iu O - QU I I =' r --I L .---� L " LIVIN� �a" DROP BeAMs IN1r oROOM i i COFFERED GL6 I ---I �----� In - EQUAL EQUAL Iy 02o PANTRY 5 5H KI CHE 10' 0" GL6. I I O BATHRM I OI q'-4" GL6. e O REF. 012 YP. m r - O l O 14 T �q -- II 15 r 2 _8" 2'-2" O O U 15% 1 �¢� iv q'-4" b'-4" cV \ ol8 ER RM L6. m -1 I/ FOYER 0=0'GL6 20 L'-O' ��'� ❑ BEDRM 2 U to O A q'-4" GL6. FULL HE16HT COLUMN I R OM YER 9; " GL6. = Al VTR m b'-2" 2'.2" 2 4" A I'-8" 2" HIGH WALL WCAP -1 _ r DINING m I !j I A , ROOM J 2x4 10'-0" G6. INA WALL RJBAT 11'-5" - . i. t is u 1, 04 EXTEND CURB BRD APPLIES " � ".,'n TO CENTERLINE OF WA L 2-5 q" 2'THK GYPSUM D EACH 51DE EEG TANKLE 5 BEYOND WALL OF WALL5 "-II MIN BY 2" BAT75 TYP - - - it Y O AT II AGGU #1 FINAL o" BEA IN6 .OP ®q 4MAS i .w METER MAIN 8 DI5GONNE6 m 200 AMP PNL. A' - - - - Q v ,� f 0 17 CV SHWR. o 8 3'-10" f 214" y' 2'- I I I I i COVD PORC 12'_061-6. _ D 0 2 3 I I ® 6'-4" Y- III - - - - - -® - - - - - - © ® BOX OUT TO WID H OF 22 x54" IPULL ON STAIR L NYPG. LT. J I GARAGE g_O,: 01-6. I O I N ooz i~ GONG DRIVE BY B DR " 8 T-4" _ COLUMN a FORCf TYP. - - -EAU ®m - GONG WALK BY BLDR I'-4" 1' 2" I'-4" q'-0" I'-4" 2'-1" 8" 20'-C " z '-z" o 0 NOTE: ALL WINDOW $ DOOR GLAZING TO BE IMPACT RE515TANT 8 LOW E IN5ULATED. 5q'-10" 12'-5" min s� FLOOR PLAN SCALE : 1/4" = I'-0" >N BY revisions no. FILE COPY ST. LUCIE COUNTY BUI IN Is REVIEWED FOR'COMPLIA REVIEWED BY DATE PLANS AND PERMIT MUST PT ON JOB SITE OR NO INSPECTION(S) LL BE MADE ALL MANUI+'At l4kv LAWLWW W1 OWWINU U FACTORS AND SHGC COMPLIANCE WrrHFBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECTTO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTA 1 ARE THE RESPONSiBIL116 THE CONTRACTOR OFiCORD. CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 2254 SF 2254 SF NON CONDITIONED AREAS FRONT PORCH 162 SF 2 CAR GARAGE 462 SF COV'D PORCH 283 SF 907 SF GROSS AREA GROSS AREA 3161 SF FDOH in r,t. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #�%/11 We" # Sri Zgl RECEIVED MAR 12 2019 ST. Lucie County, Permitting designed drawn checked date scale job no. AN PAR AN II/21/IB 1/4" - 1'-0" (U.N.0) P-18-0112 . E5P JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 77 7.6735 STUART LORI DA D.P.Ra RE&# 9639--- 0 I C LL! Lli w 0 LLJ -D Q Z ® U 811 o N 0- QUA Z (� Lu U L¢ �e Z CJD co 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WWW.PACF-2000HOMES.COM WO E �C drawing FLOOR PLAN "FOR HEALTH DEPARTMENT" sheet A-1 GENERAL NOTES ELECTRICAL NOTES GONTM' ENERGY CONSERVATION NOTES GONTIN, I. TYPE OF CONSTRUCTION: TYPE V, UNPROTECTED, GROUP R3 OCCUPANCY PER 6: REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND 5HALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE E A5 HORI2 M B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530.1-II/A5OB. b-11/T.MS. 602-II, 3. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC, AHU AND MISC. EQUIPMENT. I. CONTRACTOR 5HALL VERIFY WITH F.P.OL. THE LOCATION OF SERVICE AND SHALL FLORIDA BUILDING GODS 6TH EDITION (2011). AND NUMBER BEAM U RESIDENCE SHALL BE IN AGGORDANGE WITH FLORIDA BUILDING CODE 20Ti ENERGY 5PECIFICATION5 FOR MASONRY STRGURES AND THE COMMENTARY ON SPECIFICATIONS COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON LOCATE METER 0 PANELS AS REQUIRED. . REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. CONSERVATION RESIDENTIAL. FOR MASONRY 5TRUGTURE5. TPU55 DRAWIN65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING, CODE A5 ADAPTED BY THE 7, PLACING DRAWINGS ON BAR LISTS SHALL GO 2) ATTIC ACCE55 DOORS OR HATCHES FROM GONDITIOND SPACES TO COORDINATION BETWEEN THE TRUSS DESIGN AND AIR CONDITIONING DESIGN 2. ALL WIRE SHALL BE THHN COPPER: UNLESS NOTED OTHERWISE. ' COUNTY AND ALL APPLICABLE AMENDMENTS. AL CONFORM TO AGI 5 MANUAL OF STANDARD UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A C. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE REQUIREMENTS. PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE LEVEL EQUIVALENT EUILDIN6 OFFICAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 3. WHERE REQUIRED BY OTHER CODES SERVICE AND FEEDER CONDUCTORS SHALL BE 5. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. ALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER 15 REQUIRED TO BE PROVIDED ACCORDANCE WITH SECTION 21222.4 F.B.C. 4. ARCHMCT NOR ENGINEER ACCEPT$ ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, COPPER OF EQUAL AMPACITY. WHEN L005E FILL 15 INSTALLED, TO PREVENT L005E FILL FROM 5PILLIN(5 INTO THE COLUMNS, AND FOOTIN65 UNTIL REVIEW OF APPROVED TRU55 AND FLOOR SYSTEM FOUNDATION NOTES LIVING SPACE. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 5. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 5. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRE55URE TREATED. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER ENERGY REQUIREMENTS OF THE P.B.O. GRAFTER 13 ENERGY EFFICIENCY. I. FLOOR SLAG To BE 4" THICK POURED CONCRETE SLAB WITH b" X b" X WL4XWL4 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR 1. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT GEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE. CONSTRUCTION. W.W.M. OR FIBERMESH ON 6 MIL VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. EACH LIFT OVER 4'-O" HIGH. GLEANOUTS SHALL BE SEALED AFTER GLEANING AND FIRE TREATED FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF INSPECTION, AND BEFORE GROUTING. 6. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRID61N6 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER T. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, EGT. SHALL VERIFY ALL OF THE SLAB DEPTH AND MUST BE SUPPORTED AT V-0" O/C EACH WAY WITH - INFILTRATION WINDOWS, SKYLIGHTS, AND SLIDING 6LA55 DOOR5 SHALL HAVE AN AIR US M DURING ERECTION OF TRUSSES AND 5TR.UGTURAL SLABS TO PREVENT °OLLAP5E SPECIFICATIONS. _ DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, EGT• APPROVED MATERIALS. RATE OF NO MORE THAN 0.3 GFM PER SQUARE FT, AND SWINGING ND DOORS STEEL NOTES 0 DAMAGE. NO MORE THAN 05 GFM PER SQUARE FT AND MUST BE TESTED LISTED AND 1. PROVIDE DISGONNEGT SWITCH OF SIZE A5 REQUIRED BY LOAD AND UNITS. 8: STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRE55ED LABELED IN ACCORDANCE WITH R402.4.3. 2. ALL REINFORGIN6 STEEL TO BE GRADE 60. 1.1DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL BY THE ENGINEER A5 CONSTRUCTION PROGRESSES. 5 CONTRALTO 5H I. STRUCTURAL STEEL SHALL CONFORM TO THE AISG "SPECIFICATION FOR THE DESIGN PROVIDE ALLOWABLE 5TRE55 VALUES OF 1200 FBI IN BEOIN6 FOR A SINGLE MEMBER 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT R ALL PROVIDE ENERGY PERFORMANCE LEVEL (EFL) DISPLAY CARD �O 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS IN ACCORDANCE WITH FBG 2011 ENERGY CONSERVATION R4013. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL USES. 10 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. q. ALL WRITTEN DIMENSIONS ON THESE DRAWIN65 TAKE PRECEDENCE OVER OTHERWISE NOTED. CONFORM TO THE APPLICABLE ASTM SPEGIFIGATION AS FOLLOWS, WSHAPES - A__O/A K51 OR GETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. RECOMMENDATIONS. SCALED DIMENSIONS. 4. FOOTING, DESIGN BASED ON A55UMED 501L BEARING CAPACITY OF 2500 P.S.F., ggIM-06a, OTHER SHAPES - A36/A 36M-08, PLATES A36/A 36M-06, BOLTS - A 501-01b 8 NON -BEARING INTERIOR PARTITIONS MAY BE GONSTRUGTED OF 25 GAUGE GEE a• PROVIDE 6FCI PROTECTION FOR ALL BATHROOM, GARAGE; EXTERIOR KITCHEN, TUBULAR A5TM A500/A500M 13 6RADE B (46 K51) UNITSALL WIDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED: WIDOW CONTRACTOR TO SUBMIT 501E BEARING TEST RESULTS OR 501E BEARING CAPACITY MASONRY N CHANNEL TYPE STUDS AT 24" O/C WITH MATCHING, TRACKS TOP AND BOTTOM, WITH 1/2" LAUNDRY AND WET BAR OUTLETS PER NEC, 210b(A). UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.O. ENERGY REPORT BY A FLORIDA RE615TERED ENGINEER. OTES GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL CONSERVATION CODE. - 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SCREWS AT 12" 0/0 MAX. 10, ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND 5, ALL SITE PREPARATIONS 0 DRAINAGE RECOMMENDATIONS MADE IN THE SITE I. CONCRETE UNITS TO BE ASTM G 40-IIb. ASTM 6RADE , NI OR NII. PROVIDE PRECAST "STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE SELECTED BY OWNER. T RESIDENCE I NGE LOCATED E PER PRO WEATHERING AREA, AND IN VERY HEAVY SPECIFIC 6EOTECHNICAL REPORT MUST BE STRICTLY ADHERED TO. LINTELS AS NECESSARY. Wm = 1500 P5U AM.5. A5.1 E1OXX. 1. ETAL LATH OVER SHEATHING, SHALL BE 3 8" TERMITE INFESTATION TIO AREA PER FRG 301. M / V-GROVE OR DIMPLED. CEILINGS ANJ 11. PROVIDE PRE-W IRED TELEPHONE OUTLETS A5 SHOWN ON PLA „ UT 12. INTERIOR TO BE 1/2" DRYWALL FINISH, b. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF 2. MORTAR TYPE M PER A5TM 0 210-06a. PLAN NOTES 50NO TEHA/4 Be HIGH RIB TYPE. FASTEN TO 5. HORIZONTAL T 4 AND E FOLLOWS; COqNCRETE: MB LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AST VERTICAL WOOD CLEAN WELL GRADED 5AO COMPACTED TO ACHIEVE A MINIMUM OF 15% MODIFIED FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST I-3/4" PENETRATION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE A5 SHOWN N PLANS. 13. ALL INTERIOR 515" DI BOARD TO BE MIN. AN THICK WITH (13 6A6E, I ER LONG, PROCTOR ASTM D 1551-01. 3. CONCRETE FILL 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4" PENETRATION INTO VERTICAL Iq/64" READ; OAgB" DIAMETER, I I/4" LONG, ANNULAR -RINGED; 5D COOLER NAIL,. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN b DUPLEX EPTAGLE5. FOR REIN510ECTION AND TREATMENT CONTRACT RENEWAL. SHALL 15E PROVIDED. THE 516N WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS 0.086" DIAMETER, 15/e" LONG, 5/64" HEAD; OR GYPSUM BOARD SNAIL, 0.086" 1. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED Wl 3000 P51 ' - __. DIAMETER, 1 5/8" LONG, g/32" HEAD) 5LACED AT 1" O.C. FOR NAILS AND 12" O.G. FOR APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FUR PA55E5 TO THE EXISTING PEA GRAVEL CONCRETE. SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL. SH ALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT " . 14. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC, SEC'. 410,6. SCREWS.' GROUND, _ OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING. 14 CAUSE STAPLES I LEG,1/16 _ - 2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT GROWN METAL MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES 14. WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER-0EMENT OR CLASS MAT B. THE MIX DE516N SHALL BE APPROVED BY THE ENGINEER. 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS' SHALL HAVE ARC -FAULT HVAG EHW WASHE RYE LOCATED IN THE GARAGE A 5H NOT BE USED FOR SOPFIT5 OR CEILINGS GYPSUM BACKERS IN COMPLIANCE WITH ASTM G 1288, G1325, G 1118, OR G 1278 AND , 8. SPLICES SHALL BE 48 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND ( R/D RJ L T FLOOR LEVEL PER PB.G. PROTECTION PER NEG5EG. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AS BACKERS CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. C. ALL CONCRETE SHALL HE OF A FLUID CONSISTENCY WITH A SLUMP OF g"-II" MAX., WHICH MECHANICAL CODE. ARC, -FAULT CIRUIT5 AHEAD OF 5WITGH AND HAVE SELF CONTAINED BATTER BACK-UP. FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN 5HOWER AREAS. (PER MEANS THAT THE CON515TENGY SHALL BE A5 FLUID A5 POSSIBLE FOR POURING WITHOUT 10. WHERE CEMENT PLASTER IS APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILIN6 AND FLOOR LEVELS. D THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBE. FRG 102.4.1 0 FRG 102.4?a, M CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN. SEGREGATION OF THE CONSTITUENT PARTS. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", 'AND ALL OTHER LOCATIONS PER LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER 16, PREWIRE FOR GARAGE DOOR OPENER SENSOR. MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED 0.65. H RRIER. 15. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE FB.C. SECTION R302,11. GREATER THAN 450. ENGINEER. n. PROVIDE ARC, -FAULT CIRCUIT INTERRUPTOR PROTECTION IN DWELLING UNIT LIVING, 4. ALL GLAZING WITHIN 24"(48" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE 11. NBUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRP DINING, KITCHEN, LAUNDRY RM, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOMS, 6. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OP NOT , BEAM SCHEDULE NOTES 112 11/2 LONG AND .120 DIAMETER U.N.O. GREATER THAN 200: 4. REINFORCING: TEMPERED. ALL WINDOWS OR 6LA55 ENCLOSURES AT OR WITHIN 36 OF TUB5 AND 5UNROOMS, GL05ET5, HALLWAYS OR SIM. ROOMS PER NEC, 210.12 (B). SHOWERS WITH BILLS LESS THAN boll ABOVE FLOOR SHALL BE TEMPERED. ALL CLASS IN IS: PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, C ALL EXPOSED INSULATION MATERIALS INSTALLED TT ATTIC FLOORS SHALL HAVE A 51DELI6HT5 5LIDIN6 6LA55 DOORS AND FRENCH DOORS SHALL BE TE PE 12. TRU55 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 'I. SCHEDULED HOOPS AND STIRRUPS SHALL'BE PLACED AT EACH END (EE) OF REAM OR VERTICAL, M �' WIND LOADS PER F.B.O. 2011. SINGLE-PHASE 15 AND 20 Ah�' CIRCUITS SERVING: BATHROOMS, GARAGES, KITCHENS, EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPO5E0 TO THE UNDERSIDE OF THE THROUGHOUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE 5. EGRESS WIDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. ACCESORY BUILDIN65, OUTDOORS, OR WITHIN 12" OF EL16E OF ANY SINK. ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION PRG316. 6-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR BENDS UNLESS OTHERWISE A. A5TM A615/A 615M-Oq. PER REINFORGIN6 SECTION (GRADE 60). 5. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING ID 24" HIGH, THE WIDE, AND MIN. Ig. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2O01 GPM OR MORE. 18 PER FRG 1022,1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL' B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT NET AREA OF 5.15.F. FOR 2nd FLOOR WINDOWS AND 5.0 5.F. FOR Ist FLOOR WINDOWS. SMOKE DETECTORS TO BE IIOV W/ BATTERY BACK UP ARC FAULT CIRCUIT CONFORM TO ASTM G 56, C 11, G 415,0 514, C, 650, C OF 6160, C 1002, G 1041, C 1111, " " OP BARS 5H BE CO BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH MECHANICAL NOTES SMOKE DETECTORS TO BE INTERCONNECTED 50 THAT ONE,SMOKE DETECTOR C 1116, G 1218, C 13g5, C IS* OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE 2• ALL BEAM (MARK B) T ALL CONTINUOUS UNLESS OTHERWISE NOTED AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-O" DROP, THE BILL „ - IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. SHALL BE NO LE55 THAN 36" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE WITH THE PROVISIONS OF FRG, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM D. ALL TIE BEAMS (MARK 'f8) REINFORGIN6 SHALL HE CONTINUOUS THROUGH TIE BOARD SHALL CONFORM TO ASTM C 557 C. VERTICAL REINFORCIN6 STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH C NFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE 20. CEILING, AREA 110 V. SMOKE DETECTORS 5HALL NOT BE CLOSER THAN 3 PT. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. MECHANICAL AND FLORIDA BUILDING CODE ENERGY CONSERVATION. THE DOOR TO BATHROOMS, WASHER/DRYERS, A/C SUPPLY AND RETURNS 0 KITCHENS. ig INSULATION MATERIALS, INCLUDING FACINGS, SUCH A5 VAPOR RETARDERS OR VAPOR FROM THE MASONRY. SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-D ATTICS S SHALL RA FLAMLIN6 ,}, BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS D. VERTICAL REINFORCINe, SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN 1. IN AREAS OTHER THAN HVHZ FIXED CLASS THICKNESS SHALL BE DETERMINED USING 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. THE PHOTOELECTRIC, TYPE. ASSEMBLIES, WALL ASSEMBLIES; CRAJAILHIT14 SPACES ATGS SHALL HAVE A FLAME FROM ADJACENT BEAMS. 0o). THE COLUMN SCHEDULE. TABLE 2405.3 0 .3A OF F.B.O.A5 THE MINIMUM THICKNESS ALLOWED. ' SPREAD INDEX NOT W EXCEED 25 WITH AN DANCEWITHACCOMPANYING E54SMOKE-DEVELOPEDOR INDEX 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED 21. CARBON MONOXIDE ALARM TO HE INSTALLED WITHIN 10' OF A ROOM USED FOR NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E 84 OR UL T23. 5• DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW 0 DOOR HEADS (28 MAX) 8. IN HVHZ AREAS PROVIDE HURRICANE SRUTfER5 AS PER F.B.G. SECTION 24-15 UNLESS ASSEMBLIES IF ANY. SLEEPING PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR', „ E. VERTICAL O THE TIE BE EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL L THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC, PRODUCT APPLIANCE, A FIREPLACE, OR AN ATTACHED 6ARA6E. PRIMARY POWER SHALL COME ADD 2 #5 BOTTOM IF DROP EXCEEDS 8 CONTINUOUS , THE TIE BEAM. P UNINTE LINTELS SHALL HAVE OPENIN65 TO ALLOW FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER CONCRETE NOTES REINFORCING, BARS TO CONTINUE UNINTERRUP7Eb. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8 TO FIT BLOCK AS SET FORTH IN CHAPTER 16. WORK JU PERS OR TRANSFER GRILLES. UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. . HORIZONTAL= 1. CONCRETE 54ALL CONFORM To ASTM C14/G q4M-0q, SHALL HAVE A MAXIMUM : 1. PICKETS AT STAIRS, LANDINGS 0 BALCONIES SHALL BE SPACED TO PREVENT 5. A/C UNITS MAY HAVE CON°. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 22. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR WATER/CEMENT RATIO OF Ob5 AND SHALL HAVE 5000 P51 COMPRESSIVE STRENGTH IN T. ALL ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM PASSAGE of A 4" DIAMETER SPHERE. ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE, LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY: O UNLESS OTHERWISE NOTED. 28 DAYS (UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL HE IN AGGORDANCE SUPPORT SCHEDULE. PADS SHALL BE A MINIMUM 4'-O"xq'-O" PAD FOR DOUBLE UNIT. WITH ACI 318-11 AND ACI 501-10. ALL CONCRETE MASONRY WORK SHALL BE IN F 10. IN ZERO LOT LIHC HOMES: DRYER VENTS, EXHAUST FANS 0 KITCHEN HOODS SHALL NOT 5 S 23. TAMPER RESISTANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS ACCORDANCE WITH ACI 550-11. 8. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q &AGE LADDER VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-O" SETBACK. 4) EXHAUST FAN TOPE VENTED THRU ROOF OR SOFFIT. SPECIFIED IN NEC, 210.52 FOR 125 VOLT, 15 8 20A RECEPTACLES DER NEC 406.11 SPECIFICATIONS. TYPE REINFORCEMENT SPACED NOT MORE THEN I6" O/G lDINI REINFORCEMENT SHALL PLUMBING NOTES 24. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND 2. MINIMUM CONCRETE COVER OVER REINFORGIN6 SHALL BE ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LE55 FOOTINC75 a 3". BEAMS AND COLUMNS: 1-1/2" g. ONE -QUARTER OF MAXIMUM E07 OM REINFORCING STEEL AREA OF EITHER ADJACENT THEN 24" BEYOND THE OPENING. PROVIDE 8" MIN EMBEDMENT INTO CONCRETE COLUMNS FRAMING NOTES GROUNDING, CONDUCTORS SHALL BE PROVIDED FOR TV, OOMMUNICATION5, RADIO, BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS A" TEN51ON LAP SPLICE AO BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T" INTERSECTIONS. "' I. PLUMBING FIXTURE5 SHALL BE INSTALLED IN ACCORDANCE WITH 5ECTION 405, V CATV, ETC. PER NEC 250R4. 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615/A 615M-Oq. ON EITHER SIDE OF SUPPORT. (� FB,G. 1. FINAL 516NW AO 5EALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE 25. A MINIMUM OF 15 % OF THE LAMPS IN PERMANENTLY' INSTALLED LIGHTING FIXTURES H SPWARE OR NOT P R IT STRUGT RAL COMPONENTS DUE TO INSTALATION OF S. GENERAL ' 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS LU TABLE ODE FB.C. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL HARDWARE 15 NOT PERMITED SUBMITTED TO THIS OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DE516NER5 MUST 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.O.PLUMBING CODE CHAPTER `�A-1• BE HIGH-EFFAGY LAMPS OR A MINIMUM OF 15% OF THE PERMANENTLY PROVIDE ALL TRU55 GONNECTION5 AS PART OF THE DESIGN. PIER II. OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" A5 PUBLISHED A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530-II/ A.S.G.E. 5-II/T.M.5.402-II,. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10 -0 FROM ROOF JACKS. � INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFA°Y LAMPS. (LOW BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. II. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES AND THE COMMENTARY ON " VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) CONFORM TO THE MANUFACTURES INSTRUCTIONS AO STANDARD PRACTICES BUILDING GORE REQUIREMENTS FOR MASONRY STRUCTURES: 2• BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12 OFF THE BUILDING. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALT BE PROVIDED TO SAFELY THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER 15 (2) OR 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH SHOWER HEADS SHALL SUPPORT ALL LOADS DURING ORIZONCONSTRUGTION. 12. LINTELS SHALL HAVE A MINIMUM 4 BEARING, EXCEPT RECESSED LINTEL5 SHALL MORE PLIES UNLESS NOTED. BE FINISHED WITH A SMOOTH, NONAB50RBENT SURFACE TO A HEIGHT NOT LESS THEN 26. RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN' 1 6 INCHES ABOYE THE DRAIN INLET. HAVE 8" SEARING. GOOITIONED AND UNGOND1T10NED SPACES. a o CODES USED: ( PROPOSED RESIDENCE FOR. g0 o a JURISDICTION, 5T. LUCIE COUNTY, FL �I Q 0 8 O, - FLORIDA BUILDING CODE 6TH EDITION (2011) CODE, 2011 FLORIDA BUILDING GORE 6TH EDITION E S P I 1 Y/ \ L RESIDENCE '� o �Q (q7.' /k� -NEC, (UEFA 70) 2014 D �'(� � y V 1-10 PROJECT : SEE TITLE BLOCK 'PROJECT NAME: ESPINAL RE5 �a UD F - FBC 2011 PLUMBING CODE, PBG 2011 MECHANICAL CODE, FBG 2011 ENERGY ARGHITEGT/ENGINEER = JOE MG GARTf ° oa i CONSERVATION CODE TYPE OF GONTRU°TION , CBS , X FRAME , Ilka BUILDING DESIGNED: ENGL05ED X OPEN PARTIALLY ENCLOSED n 6RAWING INDEX eo 0 D WIND SPEED (3 SECOND @N75T) Y ult � : 170 mph -1 COVER SHEET WIND SPEED (NOMINAL) V cod : 152 mph a _ o o,-1 FLOOR FINISH PLAN XP05UREPRE55URE G I FLOOR PLAN INTERNAL oEFFIGIENT : 0.18 Im R-2 ELEVATIONS IMPORTANCE FACTOR : 1 QBUILDING RI5K CATEGORY 2 (12,3 OR 4) i-3 ELEVATIONS MEAN BUILDNG HEIGHT , ' B5 PT. -4 PAIILDIN6 0 WALL SECTIONS 0 DETAILS OVERHANG, I,_8,, Inches ROOF PITCH , � / 12 5-1 FOUNDATION PLAN COMPONENTS 0 CLADDING W1O FRE55URE5 : 24.2 / -524 . P5F / (ACTUAL BUILDIN6 DESIGN PRESSURES FOR WINDOWS AND DDOR5 LISTED ON PLANS) -2 FRAMING DETAILS -3 FRAMING PLAN ROOF DEAD LOAD = •... ,-., _ ,. �`_ LIVE LOAD, 20 RListpch; r 4 BEAM HEIGHT PLAN FRAMED FLOOR LIVE LOAD = WA P5F DEAD LOAD 1 N/A _ 5 BRACING PLAN SHUTTERS , YES O X. T. LUCIE COUNTY, -1 ELECTRICAL PLAN IMPACT RESISTANT A55EMHL,Y , YE5 _`C NO 1 HVAO PLAN PLAN / ELEVATION SYMBOLS LEGEND GROUT FOUNDATION PLAN L SEE �l/////l/////!l/MA AS N7 07EDD HEIGHT POURED .� , CONCRETE COLUMN E!!/�/�/1L!/lL! 4 HE6HT A5 NOTED SOFF D CONSTRUCTION FRAME -7I Z - Z WL PLAN OR ARCHED DENS SEE BEARING FRAME I HOUR FIRE RATED CONSTRUCTION WALL FRAME CONSTRUCTION T7 MASONRY CONSTRUCTION I. - - - - ] �UIIILLLWJ1WiLLLI1LLiLLW TYPICAL ABOVE OR BELOW ELEV BEAM HE16HT CHANCE �0'-0" FIN. FL. SLAB FLOOR ELEVATION I revisions no. dat designed ` AN drawn PAR checked AN date 2/11Aq scale 1/4" = I'-O" (UN.0) fob no. P-16-0112 . ESP gklGFjTT�F E2ECOfR a �� JOSEPH P. McCARTY ARCHITECT, Inc. .90.0.E. OSCEOLA STRT 772.287.6735 STUA FLORI - D.P.R. 3 # 9639 F<0 �¢ O 9639 .A 7k� 4 A. AEU UJ z Q W ® 0 vJ LL Wy LU LL 0 z Z cE > O CD �( U o O UJI Q O = 0 J - J W LU YzC/) m •BUILDER fIyFOPRCVi�;I''I""QN�',�i'F}„', x�'T��,�. f � kl£ i ry" 1233 SE PORT ST. LUCIE BLVD. .PORT ST LUCIE, FLORIDA.34952 (772) 340-7223 W W W. PACE2000HOMES.COM am C*J Ilr".SI S %''. f✓ ,�P drawing COVER SHEET T Iq,03(J i RECEIVED sh t MAR 12 2019 G. ST. Lucie county, Permitting ICI ICI ICVol ®® ®® o V BEDROOM 2 8 5 ONLY DOOR 5TYLE MAY GHANCZ W/O NOTICE INTERIOR ELEVATION'AIAll SCALE: 1/4" = I'-0" q'-4" GL6. HT. FIN_FL. 5LA8 Qp DOOR SCHEDULE M�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 O.H.G.D. 003 SINGLE EXTERIOR 2'-8" 6'-8" 37" 83" Ext 1-lite 004 SLIDING TRIPLE EXTERIOR 12'-0" 8'-0" 144" 96" 23.9 26.0 S.G.D. 005 DOUBLE EXTERIOR 6-0" 8'-0" 78"' 99" 1 Lite 006 SINGLE 2'-8" 6'-8" - 007 POCKET DOUBLE 4'-8" 6-8" - 008 BIFOLD 2'-6" 6'-8" 009 POCKET 2'-6" 6-8" 010 SHOWER 2'-6" 6-8" Shwr bi-swing dr 011 SHOWER 2'-6" 6-8" Shwr b -sw`ng dr 012 SINGLE 2'-8" 6'-8" Int solid core mi/closer 013 BIFOLD 2'-6" 6-8" 014 SINGLE 2'-8" 6-8" - 015 SINGLE 2'-8" 6'-8" 5-Lite frosted t.G. Int. 016 SINGLE 2'-8" 6-8" 017 SINGLE 2'-8" 6'-8" - 018 INT-BIPASS 6-0" 6'-8" - 019 SINGLE 2'-8" 6'-8" 020 INT-BIPASS 6'-0" 6-8" - 021 BIFOLD 2'4" 6-8" 022 SINGLE 2'-8" 6'-8" - 023 SINGLE 2'-8" 6'-8" 024 INT-BIPASS 6'-0" 6-8" WINDOW SCHEDULE M�41< TYPE STYLE SIZE M.O. D.P. NOTES W H W H + I - 001 T.G. TRANSOM 6-5' T-7" 78" 20" 40.07 43.47 Clear 002 SH26 SINGLE HUNG 3'-1" 64" 75" 76.5" 24.1 26.2 003 SH26 SINGLE HUNG T-1" 6'-4" 75" 76.5" 24.1 26.2 004 SH25 SINGLE HUNG 3'-1" 6-3" 38" 63.5" 36.85 48.66 005 SH25 I SINGLE HUNG 3'-1" 5'-3" 38" 63.5" 36.85 48.66 006 SH25 SINGLE HUNG 3'-1" 5' 3'' 38" 63.5" 24.1 26.2 Egress 007 F.G. PICTURE 4'-0" 2'-6" 49" 30.5" 24.2 1 26.2 T.G. 008 SH25 SINGLE HUNG 3'-1" 5'-3" 38" 63.5" 24.1 26.2 Egress 009 SH25 SINGLE HUNG 3'-1" 5'-3" 38" 63.5" 24.2 32.4 010 T.G. PICTURE 4'-0" 2'-6" 49" 30.5" 40.07 43.47 011 SH24 SINGLE HUNG 3''-1" 4'-3" 75" 51.25" 37.68 41.08 012 SH24 SINGLE HUNG T-1" 4'-Y 75" 51.25" 37.68 41.08 013 SH25 SINGLE HUNG 3'4" 6-3" 38 63.5" 39.01 42.41 014 SHH35 SINGLE HUNG 2'-2 1/2" 6-3" 27.5" 63.5" 24.2 32.4 015 ' SHH35 SINGLE HUNG 2'-2 1/2"' 5'-3" 27.5" 63.5" 24.2 26.2 016 SHH36 SINGLE HUNG 2'-2 1/2" 6'4" 275' 76.5" 24.2 26.2 T.G. 017 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. 018 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. 019 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. 020 F.G. PICTURE 2'-1" -] 2'-6" 26" 30.5" 24.2 32.4 T.G. IN �" 4 THICK GONG SLAB 5q'-10" 41'-10" 0 1'-4" 1114" q'-6" 13'-q" 5'-1" 3'-5 1/2" HB 10 F�, >FNCL 4" THIGK GONG 5 B ^BB 5. a 018 60 AMP POOL SUB PNL. LOCATION BY 5.0 A-4 BATH - q'- LIN iv 003 1 004 12 01 O N _ ® 01 BEDRM 00-------- - ® 1 0 T-2" 5'-10'm ry COV'D 3 -- -J TIIIII -1IIILII -1III7 NOOK o1 OOq „ 10'-0" 0 I LU -; o J L_---�GI q -- cob -1 F_ LIVING -1 1- - - - - - - ROOM BEDRM3 IFI FF CLO ' 2'-2" I 2'-2° W ( lo' I I To o" I I I 5'-L.11 21_01,6 51_11" _ i_ 10'-4" 51-011 or I MASTER I I I I I III N I w a EDRM COPP GL6 ( I CS I I I I = I rn 104' D. r ® Olq Al - - " " q'-4TO 10'-4 I I w I I I I ry 1 DISP. HOOD DBLOVER ® ALL o2o CIA SINK A5 4"AITCHIN RP = O - - -- I I I I I OF BEAMS Ii FILLERIRIS I I I I I IN 14" I I I GOFF RED GL6 I X �11GR KI CHE Io' o° GL6. Io I I I I I 2 VT. 5H GL� o ------� I I . = O®i 7 F_ --7 1-I OUAL I I i t EQUAL I E UAL PANTRYREF.GL6. oW.I.C, 5 5H L -LI- ---II - �o O O1 _ I � � � I `r 2'-6. 015 in BEDRM 2 O UT I I I N o24 I A - r FULL HEIGHT COLUMN OMmzt 2'-8" 2'-2" O YER _ ° CL6. VTR 6'-2" = Al 2 4" AGCU #1 -1 008 "' 2" H16H WALL WCAP -1 I r Fit u' FOYER DINING m I -10° 6. 10-0' GL6 _ ROOM I I I k I I 2x4 V I a'- D. BEARING MAS ER o'-o" GL6. SHE q� I I WALL TOP ®q'-4" -Ee i' BAT RM 09-5" 8'-6" r II'-5" p METER MAIN 6'-6" q _4 L6. b'-4' - ? Il ; : TO CENTERLINE OF WA L _ Fee 9 s,. O 2 EXTEND CURB /IR THK GYPSUM E APPLIED 200 AMP G. M. 'A Le N BIRD EACH SIDE BEYOND ND WALL OF WALL5 W/RR-11 MIN 0 �O ! BY 2" BATTS TYP - - - - - - - o o o I 2 3 I I _ I `3 6'-4" = 1'_�" PULL DIN STA10 L- YUPG.-LT. -J I GO SHWR. I ®0 0 \ I I COV'D o02 PORC GARAGE 5'-0" CL6. I O CONG DRIVE BY B. II I o 4 3'-10" 2'-q" 2'- BOX OUT TO WID H OF _ COLUMN • PORC TYP. GONG WALk BY 5LDR -V 2" I'-4" q'-0" I'-4" 2'-I" 8" 20'-0" _ A -A A-4 I ATED. O 5 5'- NOTE: ALL WINDOW ff DOOR GLAZING TOBE MPA T RESISTANT ff LOW E 21'-4" 14'-2" 2'-1" q'-10" 12'-5" 5q'-10" FLOOR PLAN 5GALE : 1/4" = I'-0" -im CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 2460 SF )R 2460 SF NON CONDITIONED AREAS FRONT PORCH 162 SF 2 CAR GARAGE 462 SF COV'D PORCH 78 SF 702 SF GROSS AREA GROSS AREA 3161 SF ALL INTE IOR DOORS WILL BE RIVERSID INTERIOR DOORS CROWN BOTH COFFERS TRIM DE AIL IN DINING RM AS IN MODEL PANT DOOR WILL BE A 5-LITE FROSTED revisions no. designed AN drawn PAR checked AN date 2/I1/111 scale 1/4" - P-O" (U.N.0) job no. P-I2-0112 . ESP JOSEPH P. McCARTY ARCHITECT, Inc. 0 E. OSCEOLA STRT 87.6735 STUA T FLO D.P. . REG # 9639 *1p 9639 I LLI n 0 O v J LL ILL! p O 2E Lu > O o Z ( a LLI o N a d Oco L11 Q LLI V 7- 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM 0 o s O C3 :O.rawing FLOOR PLAN sheet A- 1 revisions no. �6" HIDE RAISED 5T0000 BANDING AROUND DOOR HARDI HORIZONTAL SIDING 1011WN ---J�X_ 6" WIDE RA15ED STUCCO BANDING HARDI HORIZONTAL - - - SIDiNCr �Eson RAISED STUCCO BASE AS SHORN HARDI HORIZONTAL 5101NO SEE HARDI INSTALL NOTES ON SHEET A4 4" HIDE RA15ED STUCCO VERT. EDGE BANDING III HIGH 5TANDIN6 METAL SEAM ROOFING 12 �6 ® ENTRY 10'-O" T.O.B.B. 9' 4" T.O.B.B. T.O.B.B. O'-O" FIN_FL. SLABAI RIGHT ELEVATION SCALE: 1/4" = 1'-0" :0 - - - - ® CUPOLA 12 b HARD] HORIZONTAL SIDING SEE HARDI INSTALL NOTES ON SHEET A4 STUGGO J-BEAD OVER 6ALV. METAL FLASHING AT ALL ROOF/WALL INTERSECTIONS I" H16H 5TANDIN5 METAL SEAM ROOFING - SEE METAL ROOFING NOTES ON SHEET A4 12'-0" T.OBB. - - - - - -® ENTRY 10'-0" JT.OBB. 4' 4" - - VI W WIDE RAISED STUCCO VERT. EDGE BANDIN6 Q HARDI HORIZONTAL SIDING -- -- -- ---- -- ---- --- 0'-0°PIN_PL.S (2" HIDE RAISED 5TUCG0 6" H15H OVER 6" HIGH BANDING RAISED STUCCO BANDIN6 FRONT ELEVATION SCALE: 1/4" = 1'-0" designed AN drawn RAISED STUCCO BASE AS SHORN HARDI HORIZONTAL 5101NO SEE HARDI INSTALL NOTES ON SHEET A4 4" HIDE RA15ED STUCCO VERT. EDGE BANDING III HIGH 5TANDIN6 METAL SEAM ROOFING 12 �6 ® ENTRY 10'-O" T.O.B.B. 9' 4" T.O.B.B. T.O.B.B. O'-O" FIN_FL. SLABAI RIGHT ELEVATION SCALE: 1/4" = 1'-0" :0 - - - - ® CUPOLA 12 b HARD] HORIZONTAL SIDING SEE HARDI INSTALL NOTES ON SHEET A4 STUGGO J-BEAD OVER 6ALV. METAL FLASHING AT ALL ROOF/WALL INTERSECTIONS I" H16H 5TANDIN5 METAL SEAM ROOFING - SEE METAL ROOFING NOTES ON SHEET A4 12'-0" T.OBB. - - - - - -® ENTRY 10'-0" JT.OBB. 4' 4" - - VI W WIDE RAISED STUCCO VERT. EDGE BANDIN6 Q HARDI HORIZONTAL SIDING -- -- -- ---- -- ---- --- 0'-0°PIN_PL.S (2" HIDE RAISED 5TUCG0 6" H15H OVER 6" HIGH BANDING RAISED STUCCO BANDIN6 FRONT ELEVATION SCALE: 1/4" = 1'-0" designed AN drawn PAR checked AN date 2/II/14 scale 1/4" = I'-0" (U.N.0) fob no. P-16-0112 . E5P JOSEPH P. McCARTY ARCHITECT, Inc. 90 OSCEOLA STRT 772.2 7.6735 STUAR LOR D.P . R G # 9639 I w 0 ry 0 V) LL W � LIJ � z Q O :2 Lv > ::D O o o Z (j ® LL1 N Lli Q Z O C� � U < W � J CL z U) in 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM x � O Z am C+J drawing ELEVATIONS sheet A-2 PRODUCT P.A. FL 1 NOA EXP. DATE MODEL MANUF. GLASS ATTACHMENT METHOD BLDG D.P. PRODUCTD.P. SINGLE HUNG (SH) 11-0650.08 SH-100 /6T IMPACT 1-/1/4" X 1-5/4" MIN, EMBED. TAPCON5 ® b"/111" Or, SEE WINDOW 5CHED. 110.0 FIXEDSLA55 18-0450.05 101/120/820 P5T IMPACT 141/4" X 1-5/4" MIN. EMBED. TAPOONS 0 6712" OG SEE WINDOW SCHED. 160.0 (PW) SLIDING GLASS 11-0420.12 2/11/2020 1T0 P6T MDPCD IMPACT 1/4" T.C:'S X 1-5/4" MIN, EMBED. TAPCONS ® 5"/15° SEE WINDOW SGHED. i q0A P5F DOOR 00 MULLIONS I1-0650.01 1 x 2.15 EXT. PST 1/4" X 1-5/8" MIN. EMBED. TAPCONS (4 PER CLIP) SEE WINDOW SCHEDULE i 110.0 P5F x 0.516 — SOFFIT STUCCO - SONS 11-082121 HARDIE JAMES HARDIE SEE SHEET A-4 -52.4 -12 OVERLAPPING PLANK PLANK 5ARA5E DOOR FLI6546.5 MODEL 15W6 -'{,OPAY 5/16' X 1-5/5" MIN. EMBED. LA(S SCREWS, SEE DOOR SCHED. -420 F5F CLASSIC - (ONE PER BRACKET) SERIES EXT. DOORS FL 1650.1 R1 EXTERIOR THERMA-TRU !t'AGT I/4" TL. W/2-5/4" MIN. EMBED T.Ga MIN. SEE DOOR 5GHED. 3 50.0 P5F 5MOOTH STAR _ ® 4" OL. SEE DOOR SCHED. 3 50.0 PSP ROOFING MATERIAL STANDING SEAM FLIIbge.b 12/51/Iq EN6LERT €NSLERT, INC. #IO PANCAKE HEAD SCREW X 1"" f3/Ib"" MIN PENETR. - 54.1 -150A FSF SERIES 1101 THRU BOTTOM SUPPORT), 6"" OL. (5TANDINS SEAM) , revisions no. date designed .. AN drawn PAR checked AN date 2/11/w scale 1/4" = r-O" (U.N.0) job no.. F-16-0112.: ESP JOSEPH P. McCARTY ARCHITECT, Inc. 90 OSCEoLA STRT 772. 87.6735 STUA FLOR D. G # 9639 RO„9 W: O W Cl O ILL- Lu LL LLI z o '—, m > O o N Z 0 0 Lu LIJ _ Cr^L O U) :� JCL W ui �z� m s " i ll{ afrVl' ' h �..v®HIYk yp xS� 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 3495.2 (772) 340-7223 . WNNV. PACE2000HOMES. COM f k SfiH�i1 %1NF : , "t mill" drawing, ELEVATION &` SECTIONS sheet A-3 I GONG. OR MASONRY 2x4 P.T. BUCK SET IN SEALANT FASTEN W/ I/4" DIA. X 2-3/4" MI TAPGONS 3" FROM E.E. OOo o• AND 4" CIO MAX.. o Q o q I DOOR THRESHOLD SET IN BED OF CAULK E FASTENED TO SILL NU #8 x I I/2 SCREWS ®18 D/0 PERIMETER SEALANT ALUMINUM FRAME SECURE FRAME TO SILL GANI ULKIN60 VPERIMETER ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 5/I6" TAPCON 54REH5 ®12" 0/0. MIN, I-I/4" EMBED SEALANTNE �— STUCCO FINISH 1'x4 SEALANT I-112" MIN. P.T. BUCK SET IN AND HAILED W/ CASE HARDENED COI AILS AT 12" C/O. MAX. NG. OR MASONRY Ro,. 57UGCO FIN15H PERIMETER SEALANT GONG. OR MASONRY , CK SET INI SEALANT�AND NAILED H/1 U2 CASE HARDENED qo COIL NAILS AT 12 O/G, DOOR FRAME FASTEN TO BUCK W/(2) 3/Ib"x , ,; 5G/BENS ® 21-0 0/G FLOOR GO VERIN6 CONC40LUMN- WEATHER STRIPPIN6 BY DOOR MANF. DOOR:SARADOOR 6ALV. STL. VERT. TRACK BY MANE. FASTENED TO :' o ... DOOR TRIM FLOOR COVERING OQo •p (�—GONG. OR MASONRY o o'> ° O o MAX, o Qo ' x4o I MIN. P.T. BUCK SET IN RYWALL80ARD APPROTRACKV SPEC 5O 7.A TO BUCK W/ #10 6ALV. x 2^I/2" ° °°Qo b o Oo °. ° ? SEALANT AND NAILED W/I-1/2" CASE HARDENED(2) NAILS AT 12" 0/6, G LKIN6 MINUM FRAME; FASTEN DRYWALL BOARD mFASTEN : 00 0 o FATE STL. TRACK BRACKETS FASTENED r0 WOOD JAMBCOIL ® 2'-0" OlG FLOOR SLAB PRECAST OR POURED SILL W/ (#5 BAR MAX. T ®12' STRUCTURE THRU BUCK 5/I6" TAPCON SGREH5GONG. 0/G. MIN. I-I/4" EMBED GAULKIN6 DOOR FRAME FASTEN QOo ° FER PROD. APPRV. SPEC.'SSCREN5 ..T. ATTACHED TO COLUMN W/ DOOR TRIM DRYWALL BOARD GROUT BED 5-1/2" PERIMETER SEALANT PERIMETER SEALANT PERIMETER SEALANT CAULKING RIMETER SEALANT " THRU BUCK W/ (2) I/4 T.G x 1-5/4" MIN EMBED ® CONCRETE SLAB I/2"x REDHEADS W/2" DIA. x )A" I I' THK WASHERS ®2 cO 0/O VERT. (6 STUCCO FINISH HEAD/JAMB DETAIL (DOOR) 8TUGG0 FINISH SILL DETAIL (DOOR) SILL DETAIL (WINDOW) JAMB DETAIL (WINDOW) S HEAD DETAIL(WINDOW) GGO FIN15H 5 /13 0/0 JAMB/HEAD DETAIL (S,G.D.) SILL DETAIL (S.G.D.) MAX. FROM ENDS) JAMB DETAIL (GARAGE DOOR) STANDING SEAM ROOFING OVER OVER 500 PELT ROOFING UNDERLAYMENT OVER Iq/32" EXT GRADE COX PLYHO. FASTEN MTL ROOF PER MANUFAGT. SPECIFICATIONS FOR 1'10 MPH WIND PER FB.C: R 2011 6TH EDITION (5EE DIAPHRA6M SCHEDULE FOR NAILING PATTERN (NOTE. PEEL AND STICK ROOFING MAY BE USED IN LIEU OF FELT PAPER AS SECONDARY HATER BARRIER) PRE -ENS. HOOD ROOF TRUSS'5 ®24" 0/0 TYPICAL W/APPROVED 6ALV.TRU55 ANCHORS EA. END —SEE ELEV. 6ALV. MTL: DRIP ON IX2 P.T. CONTIN, 2X5 PRE -PRIMED SPRUCE FASCIA 0 H STUCCO OVER HI RIB P.B. 6ALV MTL LATHE 5ECURRED TO TRUSSES, SEE PRAMIN6 PLAN FOR VENT GALLS 4 LOCATIONS EXTERIOR FRAME WALLS TO BE 5=60 OVER PAPERBAGKED WIRELATH PU II 6A. 2" LONG NAILS HITH %' DIA. HEAD 0 6" O.G. OVER TYVEK BLD6 WRAP OVER 1%2" COX PLYWD. 5HEATHIN6 H/IOd NAILS TO STUDS ® 16" D.G. PERIMETER AND FIELD D-D TYPICAL WALL SECTION A 4 5GALE, 3/4" = I' O" EXTERIOR GMU WALL WATERPROOFING COATIN6 ON WINDOW SILL, JAMBS AND HEAD, APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE FACE OF THE HALL. 1 EXTERIOR FACE OF BUCK AND SILL. NUMBERS REPRESENT INSTALLATION SEQUENCE PROOFING HARDI PLANK NOTE ATTACHMENT TO CBS HARDI PLANK SIDING TO BE ATTACHED OVER TYVEK BUILDING HRAP OR 15# FELT OVER OVER GMU. HARDIPLANK TO BE APPLIED HORIZONTALLY HITH 1-1/4" LAPS AT TOP OF PLANK. HARDIPLANK TO BE ATTACHED WITH ET4F FASTENING SYSTEMS INC. Lpr4F BLOCK NAIL. 04F NO. A5M-144-125, HEAD DIA. - 30", SHANK VIA. _ 0,{4' , LEWTH = 1.25" LONG), OR MAx SYSTEMBLOGK NAIL (GP-G652 WT-10G, HEAD DIA. - 0.50", SHANK DIA. = 0.50", SHAW DIA = 0.I5 LENGTH - 13°) OR AER05MITH BLOCK NAIL (5525 HP, HEAD DIA. - 0.50", SHANK VIA = 0.1444.", LE46TH - 1259 PLACED IN THE OVER LAPPED AREA AT 6' O.G. VERTICALLY AND 12" O.C. HORIZONTALLY INTO BLOCK. :HARDI PLANK NOTE: ATTACHMENT TO WOOD FRAME HARD[ PLANK 51DIN6 TO BE ATTACHED OVER TYVEK BUILDING WRAP OR 15# FELT OVER NEW PLYWOOD. HARDI PLANK TO BE APPLIED HORIZONTALLY HITH I-I/4" LAP5 AT TOP OF PLANK. HARDI FLANK TO BE ATTACHED WITH 8d x 2-1/2" LONG GALVANIZED BOX NAILS PLACED IN THE OVERLAPPED AREA AT 6' ON CENTER VERTICALLY AND 16" ON CENTER HORIZONTALLY INTO STUDS fl�OU6H Iq/32" FLYHOOD SHEATHINS. Igr32" PLYWOOD 5HEATHIN6 TO BE NAILED TO STUDS HITH IOd NAILS ® 4" O.G. PERIMETER 4 FIELD. METAL.ROOF PANEL ATTACHMENT PROVIDE #10-12 x I" A -POINT PANCAKE HEAD WOOD CORROSION RESISTANT FASTENERS HITH 5EALIN6 WASHER. FASTENERS SHALL BE OF SUFFICIENT LENGTH TO IPENETRATE THROUGH THE ROOF 5HEATHIN6 A MINIMUM OF �r FASTENERS SHALL BE PLACED IN ACCORDANCE ATH PRODUCT APPROVAL (NOA # II-0916A3) AND MANUFACTURES SPECIFICATIONS. ALL FASTENERS ARE TO BE LOCATED b" O.G. IN THE OVERLAP OF THE PANEL PARALLEL TO THE ROOF SLOPE. FOR PERIMETER AND CORNERS USE %6' BEAD OF 51LKFLEX 201 SEALANT. Q1 #10 S.M.S. TOP 4 BOTTOM ® EACH 5TU0 FINISHED GEILIN6 - SEE TYP. HALL SECTION CONT. 25 6AU6E METAL TRACKS TOP 4 BOTTOM W/ (1) #10 5M5 ® 24" O/G 2X4 5TUD5 ® 16' 0/G 1/2" TYPE 6YP5UMWALLBOARO O APPLIED VERTICALLY 4 ATTACHED W. l" LONG EUOLE HEAD SCREH5 TO EACH 51OE 0 12° O/G i CONT. 25 6AU6E METAL TRACKS i I TOP 4 BOTTOMW/P.T. 2X4 BOT PL. CONG. FLOOR SLAB 1/4" 3-1/2" TAPGON5 0 24" O.G. OR — HILTI PIN5.145" DIA x I" L6. ® 16" O/C W 1"WA5HERS TYPICAL INTERIOR PARTITION 5GALE: 314" = 1' o" STANDING SEAM Ro0FIN6 OVER 30# FELT ROOFING UNDERLAYMENT OVER 14/52" EXT GRADE COX FLYWD FASTEN MTL ROOF PER MANUFAGT. 5PEGIPIGATIONS FOR no MPH WIND PER FB C,R 20116TH EDITION 12 (SEE DIAPHRA6M SCHEDULE FOR NAILING PATTERN ( 50 ELEV 5i MOTE. PEEL AND STICK ROOFING MAY BE USED IN LIEU OF FELT PAPER AS SECONDARY WATER BARRIER) PRE-EN6. HOOD ROOF TRU555 ®24" O/C TYPICAL W/APPROVED 6ALV.TRU55 GYNENE SPRAY FOAM ANCHORS EA. END INSULATION �v SEE ENERGY OALGS SEE ELEV. 6.0. TO PROVIDE 16NITION - - — BARRIER PER FEG ECR405.1 J FOR IGYNENE IN5UL % ALL WALL LAND GEILIN6 FINISHES SHALL HAVE A 6ALV. MTL. DRIP I/2" 5A6 RESISTANT GL6. FLAME SPREAD CLASSIFICATION OF NOT GREATER -0N IX2 P.T. `,t BRD, APPLIED?O THEN 200, 5 PER FBG R 2011 6TH EDITION GONTIN.2X8 UNDERSIDE OF TRUSSES NOTE: PRE -PRIMED 5PRUGE ; INSULATION MATERIALS, INCLUDING FAGIN65, 5UCH A5 VAPOR FASCIA FIRE STOP RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN STUCCO OVER HI RI8 FLOOR-GEILIN6 A55EMBLIE5, ASSEMBLIES, ROOF-GEILIN6 ASSEMBLIES, WALL GRAN- SPACES AND ATTICS SHALL HAVE A FLAME P.B. 6ALV MTL LATHE SEGURRED TO TRU55E5 BONDBEAM GOUT. MASONRY BOND BEAM SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCAMPANYIN6' 2 WIDE SOFFIT O.H. SEE STRUCTURAL SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN VENTING PER VENT GOUT: METAL POUR STOP ACCORD* CE WITH A5TM E 64. GALL. HHERE NEEDED NOTE' IN NON INSUL. AREAS 112" DRYWALL CXF05ED ATTIC INSTALLED INSULATION. ALL EXP05ED INSULATION MATERIALS ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT 5/6" STUCCO FINISH PLUX NOT LE55 THAN 0.12 HATT FER 5OUARE CENTIMETER EXPOSED OVER 8" GONG. BLOCK IX2 P.T. FURRING 6 I6" 0/6 OVER %'" RI61D BACKED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE THK FOIL INSULATION UNDERSIDE lor THE ROOF DECK OR ON THE ATTIC HALLS SHALL SEE ENERGY CALG:S FOR R-VALUE COMPLY WITH SECTION R516 5TAWDIN6 BEAM ROOFIN6 OVER OVER 50# FELT ROOFING UNDERLAYMENT OVER Iq/32" EXT GRADE COX NOTE: II AFF LIED WOOD BASE FLYHO. FASTEN MTL ROOF PER MANU FACT. 5PEGIFIGATION5 FOR LATEST CODE EDITION 12 R1a2.5.1 MATERIALS. ALL 6YP5UM BOARD MATERIALS AND (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN (SEE ELEY'5) AGCE550RIn G 514, SHALL CONFORM TO ASTM G 36, G Tq, G 475, G 650, G q31, G q60, G 1002, G 1041, C II-n, C FIN. FLOOR TO BE 10" MIN. (NOTE PEEL AND STICK ROOFING MAY BE USED IN LIEU 1276,0 G 1116, 1315 OR G 13g6 AND SHALL BE INSTALLED IN I ABOVE GROWN OF ROAD MIN. OF FELT PAPER AS SECONDARY HATER BARRIER) ACCORDANCE HITH THE PROVISIONS OF THIS SECTION. IHESIVE5 STUCCO STOP TYP. MONO. GONG. FOOTING FRE-EN6. HOOD ROOF AD SHALL FOR THE INSTALLATION OF GYPSUM BOARD SEE POUNDATID PLAN I TRU55E5 o24" 0/G TYPICAL H/APPROVED 6ALV. TRU55 CONFORM TO ASTM G 551. FOR NOTES 8 D AILS O' O" T.O._5LA8 SEE ELE✓ ANCHORS EA. END MAIN SLAB x a y, a ----- NOTE: 6ALV. MTL. DRIP RT02.4.1 GENERAL. CERAMIC TILE SURFAGE5 SHALL BE ON IX2 P.T. INSTALLED IN ACCORDANCE HITH ANSI AIOb.I, AI06.4, A106.5, A105.6, A108.11, AII5.1, A116.3, I I —I I I I III= COWIN. 2xb PRE-FRIMEO -_ AI56.1 AND AI51.1. SPRUCE FASCIA RT02.42 CEMENT, FIBER -CEMENT AND GLASS MAT -III-III=TT�-Trr I7--III=I —,p STUCCO OVER HI RIB I'-0" APPROVED TRU55 GYPSUM BACKERS. DEMENT, FIBER -CEMENT OR GLASS MAT 6YPEUM BACKERS IN COMPLIANCE WITH A5TM G TI _I�I —III—III—I 1 hI I I I I 1-1 j—�—I I 06 MIL VISQUEEN I I 1 F.B.6ALV MTL LATHE O.H. CONNEGTOR5 5EE 1268, G 1325 OR G IIT6 AND INSTALLED IN —III—III—�—III—III-I_I I— —I 5EGURRED TO TRUSSES BRAGIN6 PLAN ACCORDANCE WITH MANUFACTURERS' HARDI SIDING OVER TYVEK BLD6 HRAP OVER 15# FELT PAPER OVER 2Xb HOOD STUD5 a 16, O.G. TYP. RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR HALL TILE IN TUB AND 5HOWER AREAS AND HALL IN SHOWER AREAS: TYPICAL WALL SECTION 1%2" PANELS B-B COX EXT. PLYHD 5HEATHIN6 NAILED PER DIAP6RA6M SCHEDULE U5E FIBER CEMENT TYPICAL WHERE FIBERGLASS A-4 5GALE: 3/4" = 1'-0" PREFAB UNITS ARE NOT INSTALLED, C_c TYPICAL SECTION CUPOLA' A 4 SCALE 3/4" = 1'-O" AA BUILDING SECTION A -A SCALE: 1/4" = 1'-0 WIFV vVl VVGR GVLVI"IIV7: STUCCO OVER PAPERBAGKED HIRELATH H/ II 6A. 2" LON6 NAILS WITH %' DIA. HEAD ® b" O.O.OVER TYVEK BLD6 WRAP OVER I0i62 GDX PLYHD. SECURE 5HEATHIN6 H/IOd NAILS TO BLOCKING ® 6" O.G. IN FIELD $ PERIMETER TYR. SECURE PT 2X BLOGKIN6 TO GIMU WCASE HARDENED NAILS ® 12" O.G. STA66ERED WHEN NECE55ARYAND TO FRAMING H/16d NAILS A5 NEEDED ' revisions no. date designed AN drawn PAR checked AN date 2/u/Iq scale I/4" = P-O" (U,N.0) job no. P-I8-0I12 . ESP °ARC a � C,T OF I#ECb' D k Kr III, IB �.I JOSEPH P. McCARTY ARCHITECT, Inc. 0 E. OSCEOLA STRT 77 287.6735 STIJA FLORI D.1 R. G # 9639 W gy- W U Z W o 0 J U) LL : W W z p z J O W = o � >O Q o Z mow N ryZU W U '^ VJ � O W Y Z C0 m ��I N� M " 1233.SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W.PACE2000HOMES.COM 6iFaTslly�QRMtTIONE' drawing SECTIONS & " DETAILS sheet A-4 60 AMP POOL PANEL ` 10,000 AIC RATED GIRL. DESCRIPTION POLE BKR. WIRE KVA. 100% 100% KVA. WIRE BKR POLE I DESCRIPTION CIFZ. I POOL PUMP--. ... 2 20 12 2.2 0 0 1.0 12 20 I POOL LIGHTS 2 3 4 5 --- ------'----- --- -- --- ------ ------ --- -- --- ----------- --g 7 --- ----------- --- -- --- ------ .. ------ --- -- --- -----r----- - 8 --- ----------- ----------- --- --- -- -- --- --- ------ ------ --------- -- --- ----------- -Ip I I --- ------ --- -- --- ----------- -12 SUB TOTAL 22 O O 1.0 - SUB TOTAL TOTAL = 5.2 x 1000 / 240 = 15.55 AMP5 THIS PANEL 200 AMP ELEC. PANEL "A" 10,000 AIC RATED GIRD. DESCRIPTION POLE BKR WIRE KVA. I00% 100% KVA. WIRE BKR POLE DESCRIPTION GIRD. I AHU HEAT PUMP #I - 2- 60 6 ' _0 --10.0 O O 6 40 2 COMPRESSOR #1 ", 2 3 5 RAN6E . ----- ---------- 2 50 6 12.0 O O 5.0 10 50 2 DRYE R ------- 6 _4 8 q MICROWAVE I 20 12. `1.2-- O_ O_--IS- -12 20 I WASHER ID II REFRIGERATOR' I 20 :12 1.2 O 0 - 4.5 10 25 2. -WATER HEATER TANKLESS 12 15 GENERAL L16HTIN6 1 .. 15 14 0.52 O 14 15 6ENERAL LISHTINS, I 15 14 032 O D LO 12 20 I GARBAGE DISPOSAL 16 177- I 6ENERAL L16HTIN6 I 15 14 052 O O -1.2 -12 20 1 DISHWASHER 15 Iq GENERAL LI6HTIN6 I 15 14 0.52 O O 0.5 12 20 1 BATH 6FI REGEPT. 20 21 6ENERAL LIGHTING i 15 14 0.52-- O O - 0.4 12 - 20 -I - O.H. DOOR OPENER -22 23 GENERAL LI6HTIN6 1 15 ` 14 0.52-- O O --I_5- 12_ 20 I SMALL APPLIANCE 24 . 25 - GENERAL LI6HTIN6 'I 15 14 OS2 - O 0 --1.5- -12- 20 - 1 - SMALL APPLIANCE -26 .27 GENERAL LICHTIN6 1 15 14 052 O O 0.52 1"4 15 1 6ENERAL LI6HTIN6 25 2q 6ENERAL LI6HTIN(9 1 - IB 14 0.52 -- - O - O - -- 052 - 14 - - 15 - 1 - - GENERAL LICHTIN6 - --- - 30 - - 51 GENERAL LIOHTIN6 1 15 14 052 O O 052 14 15 1 6ENERAL LIGHTING --------------- 32 33 GENERAL LI&HTIN6 1 15 14 9.52 - O O 12 12 20 1 WINE COOLER 34 35 60 AMP 5U5 PANEL 2 60 6 32 O -SPARE 56 37: --- SPARE sa 3q SPARE --- SPACE 40 41 --- SPACE ----------- ---R-u --- SPACE _42 5UB TOTAL O 19.86 SUB TOTAL TOTAL (NO A/C) 43.18 Ist 10,000 at 100% = 10.00 PEMAINDER AT 40% _ . 15.2-1 AIC, LOAD AT 65% = 6,50 TOTAL = i I 2 . x 1000 / 240 = 124.04 AMP5 THI5 PANEL a) SETS OF (5) #2/O AH6. mHN IN 1-1/2" CONDUIT NSET OF 0) #210 AH6. THk V IN 1-1/2" CONDUIT 'A'R PANEL DISC POOL E - 2P0A0NEAL .. 2 200A. 70)46 THM IN I° CONDUIT 144 CU. 6ND. HIRE TO GOLD HATER PIPE AND 1-5/6. 6DX 10' GU S'IPPLEMFNTAL GROUND ROD AND TO ONE REINFORGEIN6 BAR IN THE FOUNDATION 20'-0" LONG MIN. . ELECTRICAL RISER DIAGRAM A.I.C. CALCULATIONS (2 x 40 x 26,194)/(5000 x 240) = 1.75 IA+1.75=.M .56 x 26,IR4 = 4525.04 ALL. OF SERVICE = R525.09 A.I.G. RATING OF PANEL = I0p00 revisions no. date designed AN drawn PAR checked AN date 4/4M scale I/4" = P-0° 0.oi job no.. P-ie-ov. . mi- MINE U W w !. uJ J > O Z � N' Q_ U Z p In �0- a (n>o w Y z`U MI 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA $4952 (772) 340-7223 . W W W.PACE2000HOMES.COM APIM sHf~ III', RMATaN ' „, �,�s �x� drawing FLOOR FINISH PLAN sheet F-'1 ------------ COV'D r 71-----17----� I R I I II II II II I NOOK I II II I F---1 F- ----i F-----� r--------' I I LIVING I I ROOM I I I I 0XIOX-1 2xgx-1 I I I I I a I I I I I I-----� r-----� i---- i III MASTER I I I I Ilf BEDRM i I I I I III I I I I L----I I I L- I I I Bx ----1 F- F- II I I I I I I I 4XI�-�J —� I----J L�--� O II---- OxlOx7 -- 1-----7 �----� Ol G6M 10� dFM W.I.C. � I I I I I 2Ox24 �—� 4-x14 5" �' ❑ I f%4 x� FM FOYER DINI i MASTER RO II "1 BATHRM OxOx-1 5x4X 03 GFM 11 GFM OXOX7 Fn-] n A I I o� C-FM III Ifl III COV'D PORCH I THR Il 3 I2x?;xi Wa OXG x6 a BEDRM 4 q BEDRM 3 12xax-1 O8 GFM z�ATHRM 2 x4x5 aC (:,FIM 1 v r '-)Xax7 IOi GFN' F7 BEDRM 2 12X12 W AMP POOL 50 PNL. LOCATION BY O.C. n ' I I I I I LOCATION BY 2x12 641. Ff METER MAIN — — ; $ DISGONNEG 200 AMP L CAFE FED ELEC. PNL.'A, I T-T FR.L,'5 FLAN - - - - f 2i°�" PULL ON STAIR I L hlrc. LT. J GARAGE I I I I I I I I revisions no. date designed AN drawn PAR checked AN date 4/4/14 Scale 1/4" = I'-O" (U.N.0) fob no. P-16-0112.ESP U W 0 W J J m O 2 w > Z o o Z oC) ry ®® N LLJ Q 0 C) w O } W Y Z L! m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WWW.PACE2000HOMES.COM C*J V 0 drawing MECHANICAL PLAN & PROD. APPROV. AFF. sheet M-1 FOOTING SCHEDULE DETAIL MARK SIZE (Wxo) REINFORCING DE5CRIPTION NO. EXTERIOR MONOLITHIC F-1 161xlb"xGONT. W,2 05 GONT, ONE STORY 1 EXTERIOR MONOLITHIC F-2 16"xl815cCONT. W2 *5 cow. AT SHOWER REWC7ARA6E 3 INTERIOR MONOLITHIC F-S I6'x18"xC0NL W2 #5 WNr. AT DROP 31 PAD AT EXTERIOR F-4 q'-O" x 8'-O" x 12" Wl4 05 EW BTM, MONOLITHIC 7 . -• PAD AT EXTERIOR P-5 3'-0" x 5'-6" x IV W 05 ® 12" O.G. E.W. B7M. MONOLITHIC 7 EXTERIOR MONOLITHIC F-6 16"xlb'xGONT. hY3 #5T. - I TOP 4 2 BTM ONE STORY 435 THICKENED EDGE TE-1 10" x DROP x CONT. W/10P COW AT DROP 54 THICKENED E06E 7E-2 8 x 6 x CONT. W 10 CONT. AT E05E 55 COLUMN SCHEDULE MARK - 51ZE TYPE DESCRIPTION 6x6 GONG. BLK. wi FULLY &ROUTED CELL wl-#:> VERT. EA. CELL C-1 BLOCK ® b=0" O/C MAX. OR A5 LOCATED ON PLANS bxlb G 2 BLOCK GONG. BLOCK W/2 FULLY OROUTED CELLS W145 VERT. EA. CELL bx12 RINKER 7,52q OR EQUAL G-5 BLOCK GONG. "0" ELK FULLY 6ROUTEO W/2-#5 VERT. 454 IRREGULAR RINKER TggO OR EQUAL C-4 BLOCK FULLY $Ran= W/145 VERT EA. CELL. lib INT. BEARIN& WALL ui-V MATGHIN6 DOWE(;4 FOR ` FRAMING PLAN COLUMN5 49 BAR j- MIN W 67D. HOOKP (1) fe cair. TRANSVERSE ROAR ONLY AS REQD. uff 5EE FOOT@� SCHM. a CONT. REBAR SEE SGHED. EQ. EQ. FOOTING SGHED. Ir (� (D �50HEOULE 31 EXT. CONT. MONOLITHIC INT. CONT. MONOLITHIC 8 MATGHIN6 DOWEIb FOR GOLUMN5 46 BAR DLA. MIN. "TV. HOOKS a. � 3" MIN COVER u 0" lA THICKENED EDGE #1 I. - .FOOTINGREBAR. i I 145 SEE FOOTING ACHED. 5. MR Cut 6' SGHED. ` OMIT CENTERBAR ONLY (2) REOD. OWHEN EXT, CONT. MONOLITHIC 35 THICKENED EDGE;x2 fib"# • MASONRY COLUMN M'ATL4HIN6 INLBEARIN(5 ,j _ DOWELS FOR j . MASONRY WALL MATGHIN6 DOWELS COLUMNS - 4b L 0BAR DIA: MIN BAR DIA MIN &RAPE R.WSW. HOOKS - W%5TD.HOOKS .I ,. N 2 P. P. A PAD ROAR, EO. EQ. SEE FOOTIN& 5CHIVU.E ��------^T EO PAD REBAR SEE EDGE BARS ALWAYS SEE HED. REMAIN SPACE OTHERS EQUALLY FOOTIN& SGHED. O ISOLATED PAD 5G PULE 43B IN .MONOLITHIC PAD II SLAB WITH FIBERME5H ON 6 MIL V15OUEEN (OR I revisions no. date designed, AN drawn PAR checked AN date 2(ung Scale 1/4" = I'-D" AND) job no. P-16-0112 . ESP JOSEPH P. McCARTY ARCHITECT, Inc. O E. OSCEOLA STRT 7 .287.6735 STUART. FLORID .P. G # 9639 U G LL! U W 0 Cn u_ LLJ 0° o z 2>O o Z 0 Lu N LLI U z _ C) rr�� J U) LV LU Y Z Cn Op I� RT 4a 1r 1233 SE PORT ST, LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 . (772),340-7223 W W W. PACE2000HOM ES.COM drawing FOUNDATION PLAN sheet S-1 FILL COLUMNS - ' y' BREAK AWAY SIDE OF AND LINTEL SOLID H/ &ROUTz MASONRY COLUMN FOR U CONTINUOUS POUR T.O.B.B._ 1.. 1 SEE BEAM SCHEDULE e .. - FOR REINFORCEMENT #3 PERT. TIES ONLY A5 REOD. J SEE LINTEL 5CHE1%LE I Z � i 1` (• F H16H STRENGTH PRECAST LINTEL Ht7REINFORGING A5 REOD. - I ) SEE LINTEL SCHEDULE COLUMNS BEYOND FILL COLUMN5 SOLID 8'k8" FILLED CELLS SEE FOUNDATION PLAN W PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINP. TYP. DIET. LINTEL ON COLUMN TYPICAL CHANGE 3/4"=1'-0" IN BOND BEAM HEIGHT - -- - 6"AV' BOND { BEAM (PER t SCHEDULE) A6"x6" PRECAST K.-IL.t LINTEL. FILL COLUMNS AND LINTEL SOLID H/ 6ROUT &"xb" FILLED CELLS W I#5 VERT. (TYP) TYP. DET. LINTEL ON COLUMN 3/4' = V-0" SAFE LATERAL LOADS FOR A" PRECAST 6 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 5" PRECAST 4 PRESTRESSED U-LINTEL5 SAFE LOAD PLF LENGTH TYPE BUB 8F8 MN 2'-10'(341 PRECAST 1293 1642 2135 3'-6' (42') PRECAST. 1025 1024 1830 4'-0' (48') PRECAST 765 763 1380 4'-6" (Se) PRECAST 592 591 1087 5'-e (64') PRECAST 411 411 734 5'-10'(701 PRECAST 340 339 607 6'-6" (781 PRECAST 507 721 493 7'-6' (901 PRECAST 424 534 357 9'-4" (112') PRECAST 326E402 227 10'-6'(126') PRECAST 284 176 1V-4'(136') PRECAST 260 152 12'-0'(144') PRECAST 244 135 13'-4'(1601 PRECAST 217 324 109 14'-0-(1681 PRECAST 205 293 98 14'-B'(1761 PRESTRESSED N.R. 284 of 15'-4"(184") PRESTRESSED N.R. 259 62 17'-4"(208') PRESTRESSED N.R. 194 63 19'-4"(232') PRESTRESSED N.R. 148 51 21'-e (256') PRESTRESSED N.R. 125 41 22'-0'(2641 PRESTRESSED N.R. 1i6 32 24'-0'(2881 PRESTRESSED N.R. 91 33 4C^W-4041M SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12-IT SFIB-IT BF20-17 OR4-IT 8FR8-IT 8F32-IT 8F8-2T SF12-ZT BF16-2T 8F20-ZT 8M4-2F 8F28-Zf 8F32-2T 2'-10"(34� PRECAST 1972 3173 4460 5747 7034 9321 9W8 1972 3173 4460 5747 7034 8321 9608 X-6' (42' PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0- (48' PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 5527 4'-6" (54' PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 35M 4292 5077 W61 5-4" (64' PRECAST 1632 2290 2949 3607 4265 4924 ;016 L,6F14492 2290 2949 3007 4265 4924 5'-10' (707 PRECAST � 2093 2694 3295 3897 4498 929 2093 2694 3295 3897 4498 6'-6' (78' PRECAST B35 1218W 2419 2959 3498 4038835 1850 2419 2959 3498 40M T-6" (90' PRECAST 727 2 1 iz 21 11 257110 303 Io 3508 (9 727 1634 2102 2571 3039 35089'-4- (112') PRECAST 5911133(15 147115 1811 15 2152(18 249 15 591 1326 1705 2084 2463 2842 10'4' (126') PRECAST 530 552 1 914(15J 1185(15 1458 15 1732(15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4' (1367 PRECAST 474 485 798 15 1 15 1272 2 151 n 1749 2 094 599 1028 1422 1738 2053 2369 12'-0' (144') PRECAST 410 9 441 723 14 938 14 1 15 1582 15 IRP 543 928 1349 _Mn 1649 1948 2247 13'-4'(1607 PRECAST 418(15 373 W6 14 783 14 962 14 114114 IRI 14 428 455 770 1145 1444 1718 1993 14'-O'(1687 PRECAST 384(15 30 559 14 723 14 887 14 1 14 121814 410 1 420 709 1050 1434 8 1694 8 1954 7 14'-8"(1761 PRESTRESSED 2-M1 323 5191 67113 823 (13A 978 14 1129(14 246 390 655 965 1 11 1874 11 15'-4" (184' PRESTRESSED 224 302 485 13 626 13 909 13 105 13 230 364 609 807 1 14 1801 14 17'-4'(2081 PRESTRESSED 197 255 404 12 52012 754(12 97212 192 701 500 732 g48O 12 14 1470 14 19'-4"(2321 PRESTRESSED 182 222 347 11 446 11 646 12 746 12 166 261 424 616 105 14 1225 14 21'-4'(256' PRESTRESSED 142 198 306 11 393 11 567 11 654 11 142 230 369 531 713 Q 903 13 1046 13 22'-0'(2641 PRESTRESSED 137 192 295 14508 461 10 545 11 629 11 137 221 364 681 861 13 997 13 24'-0"(288I PRESTRESSED 124 175 267 1 416 10 491 10 566 10 316 600 7 756 12 875 13 (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. 6AFE GRAVITY LOADS FOR 6" PRECAST d PRESTRESSED U-LINTELS Ci►sRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUB BF8-OB 8F12-06 8F16-0 8F20-OB SF24-M 8F28-08 8F3240 8F8-16 BF12-1B APIs-10 BF20-18 SF24-1B SF28-1B 8F32-iB 2'-10" ( 34 PRECAST 2231 3069 46056113 7547 8974 10394 1IM9 3069 4605 6113 7547 8074 10394 11809 3'-6' (42' PRECAST 2231 3069 3719 5163 6607 8054 9502 10961 3069 4605 6113 7547 $974 10394 11809 4'-0" (48' PRECAST 1966 8561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4''-V (54' PRECAST 1599 INS 2110 2931 3753 4576 6400 6224 2189 4375 6113 7547 8672 10294 1 11809 8'�4" (64� PRECAST 1217 1349 1438 I999 2560 3123 3886 4249 1W 3090 5365 7547 36 734 19 87919 1012 19 5'-10'(70� PRECAST 1062 1105 1173 1631 20M 250 3009 3470 1451 2822 4360 71 45 19 718 19) 8328 20 8'-e' (781 PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 MO 1039 3 BB 14) 7 -6' (907 PRECAST 743 1011 1729 2632 2205 289E 3191 3685 1011 1720 2661 3898 501 8467 44 6472 15 (1121 PRECAST 554 6"1180 1 1625 2564 3486 2818 3302 752 1245 18U 2564 3488 4705 3 8390 47 f0'-6'(126' PRECAST 475 m � 1247 2093 2777 2163 2536 843 1052 ISM 2093 2781 3643 38 4754 45 ii'-4'(136' PRECAST 362 � � 1366 1846 2423 3127 4005 582 945 13H 1846 2423 3127 4W6 12-0'(1447 PRECAST 337 540 873 1254 1684 2193 2805 3552 So $73 1254 1654 2193 2805 3552 ti-4'(160") PRECAST 296 471 755 1075 1428 18M 2316 2883 471 755 1075 1428 1838 2316 2383 14-O'(166� PRECAST 279 424 709 1002 1326 1697 21V MO 442 706 1002 1326 1697 2127 2630 14'-8"(1767 PRESTRESSEDN.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 1 2517 2712 i$1-4'(1841 PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4-(2081 PRESTRESSED N.R. NR NR NR NR NR NR NR Sao 548 gyp 1326 1609 1849 2047 19'-4"(232' PRESTRESSED N.R. NR m NR NR MR NR � 2D 750 1037 1282 155115 1716 11'-4"(256' PRESTRESSED N.R. NR NR NR 11 NR Ni- 180 340 598 845 1114 1359 1468 -0"(264'� PRESTRESSED N.R.NR 31 NR Fat tat NR NR 185 315 SW 784 1047 1285 1399 (2881 PRESTRESSED N.R. NR MR NR NR NR I NR NR 129 250 450 654 884 1 1092 1222 19132" ROOF PLYWOOD W/IOd NAIL5 a 4" O/G INTO 2x4 5P BLOGKIN& (FLATWISE) x CONT ENO. AND APPROVED WOOD TRU55E5 SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON BRACING PLANS INSTAL! PER. MFR. SPECIFICATIONS X-BRACE BETWEEN EVERY TRL63 W/ 2x4 5P d (2) 16d END NAIL5, EA. END 2x4 P.T. BLOCKIN( MOHT TO EA. TRU55 SIDE) W/ 0.145" d P.A.F. x3" L&. 04" O/G x CONT. (U 160 NAIL _SEE PLAN T.O. Wall MASONRY BOND BEAM SEE BEAM SCHEDULE 19/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE ENS. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR 5HOHN ON BRAGIN6 PLANS INSTALL PER. MFR. SPECIFICATIONS _ SEE PLAN � T.O. WALL 4'-0• MA50NRY BOND BEAM B" CM) WALL 5 G CONNECTION DETAIL CONNECTION DETAIL PRE-EN6. WOOD TRUSSES (MBLE END BLOCKIN( SEE TYP. HALL SECTION SEE PLAN FOR ACTUAL HEEL AND 1 O.H. CONDITIONS U5P HTK20 TK15T 5TRAF FASTEN H/ NAILS PER SCHEDULE A5 REGO. FEEP FRAME BEARING HALL ELEV. SIMPSON 5PH 4 H/00) IOd x 1-1/2' NAILS EACH STUD TOP d BOT. PLATES I I REINFORCE W/ HOOD STUDS a 16' O/C (PER PLAi4) VERTICAL MEMBERS SOLID BLOCKINS a 4'-0' 0/0 &ABLE END T VERT. MAX. TRU55 T-BRACEAT AT EA. 51MP50N 5PH 4 K160) IOd x 1-1/2" VERT. NAIL N/I6d PLAN'J(FW NAILS EACH 5TUD TOP 4 BOT. PLATES NAILS 0 6" 0/0 AT T-&N AGE 5/b" WEDGE ANCHORS a 24" O/c S2 CONNECTION DE AIL AND 6' MAX. FROM OPENINGS W/3"x3"xl/4" STEEL WA5HER5 -. EMBED 4" MIN. FLOOR SLAB (ABEL END BLOCKING- - -� SEE PLAN s2 CONNECTION DETAIL TRU55 601 (2ND BEARING) REINFORCE VERTICAL IdEMBER5 OF &ABLE END 7RU55 W/2x4 DBL 2X4 WOOD TOP PLATE TEE -BRACE AT EA. VERT. NAIL W/Ibd NAILS a 8" O/C (2) 51MP50N MT5 16 TWIST STRAP FASTEN H/(14)I0d x 1-1/2 NAILS. AT TEEAA 1EE@R G@R C (3)2X4 HOOD STUDS NAILED -TOGETHER Ha 6" DG. e CONNECTION DETAIL S(lod) BOTH HAYS STAGGERED S2 — 51MP50N SP4 W (10)I0dx 1-1/2" NAILS EACH 57UP 2X4 P.T. WOOD BOT. PLATE %' A.B. EACH 51DE H/ 5-1/2" MIN. EMBED CONG.SLA13 s2 CONNECTION DETAIL NOTE5: I - EACH CONNECTOR SHALL BE FASTENED TO THE TIE BEAM HITH: A) 1/4" 4 TAPCONS B) MIN. 5PACIN& BETWEEN TAPCON5 TO BE 1-1/2". C) DO NOT HAMMER TAPCON5 AND ONLY INSTALL AS PER THE MANUFACTURER'S SPECS. 2 - EACH CONNECTOR SHALL BE SECURED TO THE HOOD TRU55 WITH: A) IOd x1-1/2" COMMON NAILS. 3- ADDITIONAL STRAPS MAY BE NECESSARY TO MEET THE UPLIFT RE00IREMENT5 TO A MAXIMUM OF 2 STRAPS OR 2390# — BLOCK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN W/ 1/4" VIA. TAPCONS a 12" 0/0 VERT. STA66ERIED d b" MAX. FROM ENDS �BLOGK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN W/ 1/4" DIA. TAPCONS a 12" O/G VERT. 5TAO&ERED 4 6" MAX. FROM EN05 FASTEN TO END STUD W/ Ibd NAILS AT 12" 0/0 VERT. 4 b" (MAX) FROM ENDS sz CONNECTION DETAIL TRU55 TOP CHORD NAIL SHEATHING TO LADDER E06E PER DIAPHRAGM SCHEWLE —��GON7 FASCIA BOARD (SEE WALL SECTION) 2X4 LADDER AT 16" 0/C 2X4 GONT. LADDER E06E W/ (2) 16d NAILS B" O.G. TO TOP CHORD OF TRU55 ----� 51UCG0 ON EXTERIOR GRADE PLYWOOD 5HEATHIN6 APA 40120 14452" - NAIL PER DIAPHRAM57 5GHEDULE FASTEN TO 2X4 NAILER W/ 16d NAIL5 a 6" O/C TYP. ----5EE TRUSS CONNECTOR SCHEDULE 12 SEE TYP. WALL SECTION FOR ROOF CC SHEATHING d FINISH PREFAB TRll55E5 -SEE TRUSS PLAN STRAP TRU55 TO DEL. TOP PLATE SEE TRUSS CONNECTOR 504EPULE OVERHANG DETAIL PER TYP. WALL SECTION ' F 4 STRAP DEL. TOP PLATE TO STUDS H/5IMP50N NON VENTED HARDI SPI44 1,/(10)I0d x 1-1/2' NAILS. EXTERIOR FRAME p SOFFIT BOARD WALLS TO BE STUCCO OVER P.B. 6ALV. WIRE LATH HAI 5A. x 2" LONG NAILS W/ Ve," DIA. HEAT a b" O.G. OVER TY /EK BLD6 WRAP OVER 1%211 HARD! LAP HARD! COX PLYWD SHEATHING WAOd NAILS TO 2X4 ij -ATTACHED STUDS a 161,O.G. PERIMETER 4 FIELD. y{ PER NOTES �S 2X GAT FROM CORNER TO CORNER ON TOP OF ROOF DECK. ADD (2)16d NAILS DOWN TO EACH TRUEINTERSECTION. USE STUCCO STO OVER 6ALV. MTL LATH FLASHING AT ALL ROOF °WALL INTERSECTIONS INSULATION SIMPSON MT5 16 W/(14) IOd NAILS SEE TYP HALL SECTION FROM STUD TO TRUSS OR 2X GAT. d ENERGY CAL05 FOR ADD (2)16d NAILS IF NEXT TO TYPE 4 R-VALUE TRUSS 30N MT5 16 W(14) IOd NAILS a I VERT. CORNER STUD (3)16d NAILS CUPOLA DETAIL S2 N.T.S. THI5 DIAGRAM FOR 5TRAPPIN6 SPECIFIGATION5 ONLY. SEE SECTION FOR ACTUAL FASCIA d HEEL CONDITION. revisions no. designed AN drawn PAR checked AN date 2/11/14 scale 1/4" = I'-O" (U.N.0) job no. P-I6-0112 . ESP JOSEPH P. McCARTY ARCHITECT, Inc. 0 E. OSCEOLA STRT 7 .287.6735 STUART FLORIDA D. .R. P&S # 9639 p. WL'4- 9639 MASONRY BOND BEAM UJI .SEE BEAM SCHEDULE CONNECTOR SCHEDULE SEE TRUSS W a ROOF SHEATHING NAIL PER SCHEDULE 0 ry CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER H/ 166 a b" O/C 2x4 LADDER FOR O.H. a 128O/G e " " b" MAX. CONT. 2x4 LADDER PLATE ANCHORED TO &E Lu d M55 H/ I6d NAILS a 6" O/C MAX. ® Z Z ®uJ=) J 2E > �— WALL SHEATHING NAIL PER SCHEDULE d o CZ o LIJ N &ABLE END FASTEN TO EA. TRU55 W/ NAILS TYPICAL Z U Lu (3)16d ® Q SEE OTHER DETAILS FOR TRUSS CONNECTOR v) > _! IZ I e ' Y < ! LB L m 51MF50N HETA 20 WITH (9) IOd x Y a 46" O.G. GONT. GONG. OR MASONRY TIE BEAM BUILDER INFORMATION SEE TIE BEAM SCHEDULE EN6. AND APPROVED HOOD TRJJ55'S SEE TYP. HALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS UPLIFT=1195 LBS USP RT16M HURRICANE CLIP H/ (4) 1/4" x I-J" d TAPCON5 INTO BEAM AND (01) IOd x 1-1/2" NAILS INTO TRUSS BOND OR TIE BEAM SIDE VIEW NOTE: IF THI5 REPAIR 15 NEEDED ON MORE THAN ONE TR 165 IN A ROH THEN TRU55 M(J5T BE REPAIRED ACCORDING TO DETAIL B. USP MTH2O TWIST STRAP H/ (4) 1/4" x I-'J" A TAPCONS INTO BEAM AND (II) IOd x 1-1/2" NAILS INTO TRUSS. 1/4" d TAPCAN INSIDE FACE DETAIL A UPLIFT=1195 LBS OUTSIDE FACE LISP MTH2O TH15T STRAP W/ (4) 1/4" x I-J" 41 TAPCONS INTO BEAM AND (11) 10d x 1-1/2' NAIL5 INTO TRU55. 6" GMU HALL 1/4" 4' TAPGON DETAIL B MISSING STRAP DETAIL DETAIL INSIDE FACE 1233 SE PORT ST. LUCIE BLVD, PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WVWV. PACE2000HOMES.COM C+J I HF_CT INFORMATION drawing FRAMING DETAILS sheet S-2 THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REHAB. REAR PORCH ATTIC VENT CALCULATIONS OEILIN6 AREA RATIO TOTAL NET FREE VENTILATIN6 AREA 112.0 S.F. i/I50 0.74 50. FT. OR USE 4.46' MIN OF 2°HIM SOFFIT VENTING OR USE 2" M/N OF 8"WI0E SOFFIT VENTING FRONT PORCH ATTIC VENT CALCULATIONS OEILIN6 AREA RATIO TOTAL NET FREE VENTI1 ATIN6 AREA 224.0 5.F ' IA50 1 1.4q S0. FT. OR USE 4.0' MIN OF 2" WIDE SOFFIT VENTING OR USE 5.qb' MIN OF 5" WIDE 50FFIT VENTING co co �3 � W � c> w w @ w Lu w w w ,c� y S2 revisions no. date designed AN drawn PAR checked . AN date 2m/m Scale V4" = I'-O" (U.N.0) job no. P-le-ou2 . mp JOSEPH P. McCARTY ARCHITECT, Inca 900 E. OSCEOLA STRT 772.287.6735 STUART FLORIDA P.R. RE 39 CC 9 ,k o U 7ED :mP W U , w p ® 0O LL W W }} Z z p —� >O o Q p F: U N p Lu Lu Z U W Y Z m Ayp�R}'� M1, fi l + �gill $��g^' 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 WVVW. PACE2000HOMES.COM drawing ROOF FRAMING PLAN sheet S-3 revisions no. DOOR SCHEDULE M� 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" 7'-0" 16-0" 84" 22.9 29.9 O.H.G.D. 003 SINGLE EXTERIOR 2'-8" 6'-8" 37" 83" Ext 1-lite 004 SLIDING TRIPLE EXTERIOR 12'-0" 8'-0" 144" 96" 23.9 26.0 S.G.D. 005 DOUBLE EXTERIOR 6-0" 8'-O" 78" 99" 1 Lite 006 SINGLE 2'-8" 6'-8" - - - 007 POCKET DOUBLE 4'-8"- 008 BIFOLD 2'-6" 6'-8" - 009 POCKET 2'-6" 6'-81, 010 SHOWER 2'-6" 6'-8" - Shwr bi-swing dr 011 SHOWER 2'-6" 6'-8" - Shwr'bi-swing dr 012 SINGLE 2'-8" 6-8" Int solid core w/closer 013 BIFOLD 2'-6"- 014 SINGLE 2'-8" 6'-8" - 015 SINGLE 2'-8" 6'-8" - 5-Lite frosted t.G. Int. 016 SINGLE 2'-8" 6048" - 017 SINGLE 2'-8" 6.8" - 018 INT-BIPASS 6'-0"- 019 SINGLE 2'-8" 6'-8" - - 020 INT-BIPASS 6-0" 6=8" - 021 BIFOLD 2'-0" 6' 8" 6'-8" 022 SINGLE 2'-8" - 023 SINGLE 2'-8" 6' 8" 1 6'.8" - 024 INT-BIPASS 1 6-0" WINDOW SCHEDULE Im K TYPE STYLE TRANSOM SIZEI M.O. NOTES +D.P. 001 T.G. 6'-5" 1'-7" 78" 20" 40.07 43.47 Clear 002 SH26 SINGLE HUNG S-1" 6'-4" 75" 76.5" 24.1 26.2 003 SH26 SINGLE HUNG 3'-1" 64" 75' 76.5" 24.1 26.2 004 SH25 SINGLE HUNG 3'-1" 5'-3" 38" 63.5" 36.85 48.66 005 SH25 SINGLE HUNG SINGLE HUNG 3'-1" 5'-3' &3' 63.5" 36.85 48.66 006 SH25 3'-1" 5'-3" 33" 63.5" 24.1 26.2 Egress 007 F.G. PICTURE SINGLE HUNG SINGLE HUNG PICTURE SINGLE HUNG 4'-0" 2'-6" 49" 30.5" 24.2 26.2 T.G. 008 SH25 3'-1" 5'-3" 38" 63.5" 24.1 26.2 Egress 009 SH25 3'-1" 5'-3" 38" 63.5" 24.2 32.4 010 T.G. 4'-0" 2'-6" 49" 30.5" 40.07 43.47 011 SH24 T-1" 4'-3" 75" 51.25" 37.68 41.08 012 SH24 SINGLE HUNG 3'-1" 4'-3" 75" 51.25" 37.68 41.08 013 SH25 SINGLE HUNG T-1" 5'-3" 38 63.5" 39.01 42.41 014 SHH35 SINGLE HUNG 2'-2 1/2" 5'-3" 27.5" 63.5" 24.2 32.4 015 SHH35 SINGLE HUNG SINGLE HUNG 2'-2 1/2" 5'-3" -27.5" 63.5" 24.2 26.2 016 SHH36 2'-2 1/2" 6'-4" 27.5" 76.5" 24.2 26.2 T.G. 017 F.G. PICTURE PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. 018 F.G. 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. 019 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. 020 F.G. PICTURE 2'-1" 2'-6" 26" 30.5" 24.2 32.4 T.G. BEAM SCHEDULE REINFORG'No #3 HOOFS TOP MID BTM MARK 51ZE OR STIRRUPS REMARKS TYPICAL MASONRY BOND BEAM GONT. UNLESS NOTED OTHERWISE 55-1 ex/6 I#5 - - NONE REOD. (2) CaAR5E5 FILLED GA57GRETE H16H 5TRENGTH LINTEL L-1 Bxb - 1#5 - NONE RE -OD. FILLED LINTEL GA5TGRETE H16H 5TRENGTH LINTEL L-2 6x13 1#5 - 1#5 NONE REOD. ALL COURSES FILLED GASTGRETE H16H STRENGTH LINTEL L-5 6x16 1#3 - 1#5 NONE REOD. (2) COURSES FILLED CA57CRETE H1644 5TREN&TH LINTEL L-4 8x16 1#5 - 1#5 NONE REOD. ALL COURSES FILLED GASTGRETE HIGH STRENGTH LINTEL L-5 SX52 1#5 - 1#5 NONE READ. (4) COURSES FILLED GASTGRE7E H16H STRENGTH LINTEL L-6 Bx35 1#5 - I#5 NONE READ. ALL COURSES PILLED GASTGRETE H16H STRENGTH LINTEL L-7 Bx48 ! - I#5 NONE REOD. (6) COURSES FILLED GASTGRETE H16H 5TREN&TH LINTEL L-6 Bx2q 1#5 - 1#5 NONE REOD. ALL COURSES FILLED GASTGRETE H16H STRENGTH REG. LIN L-4 SX6 - - I#5 NONE REOD. PILLED GASTGRETE H16H 57RENOTH LINTEL L-10 Bx24 1115 - le NONE 10W. (3) GOUR5E5 PILLED 4 0 m m 41'-10" 0'-0" II'-8" I I- Q'-b" i- 1314" I. 5'-1" 3'-5 1/2" i. 14'-6 1/2" --------- 10 \\ L q'-4" GL6. \ / '-4" T.OB.B. m \ / ----- - - - - -- ---- L-3 \ 004 2 I Y \ - - - - - - ' _ _ -`- - - q'-4" GL6. �\ - - - II \ \\ I I nI - - - - - - - - - - - - - \ 4'-4" T.OBB. \ q'-4" CLG. 13 o y\ \ 0-0" GL6. \ \\ 005 I\\ I I I I I v v it II I --�\�-- I--- ---J L-- � I \\ \\ I I 1110 o07 u6o, i q'-4" GL6. m /I Oo`o6 IV4T4" I -------- q'-4"GL6. m 10 22' T.O.PLATE \ \ I \ \ \ \ 1'-4" GL6. I � I I I I f V I \ \ /!----LI-----I,4\- ---� I'hI I.4'46. I / L-- �/ I \\ I \ \\ \\ r-_T-4"GL6. T.D. WOODA�EARIN6 \ 10'-0" GL6 I \ I I i I I I \ WALL dk'q4" \ \ \ 10'-0" GL6. \ \ \ ' L. J I I GL6. /(3)2X4 WV 1 LOCATION \ - \ ATTACH ni VET. 4/52 EZKI \ II / e'-o" V-4" 2 3 -7,4 - PULL ON STAIR /E L-3 q'-4" T.O.B.B: \ \ \ �; 12' 002 6 Fm 8'-0. GL6. 3'-10" 2'-Cl 21- 1 \ L 5 \ _ I c I I r I q'-O" I'-4" 2'-I" 8" Fm 2 ._2" r 5111. SIM. /10- 1 _01 ImIn-11111-1 W-1W-011-0 I _01 0_1 mv m I ff7E7N7N7WM riffff IIW WA 2'- 12'-5" m i I I I I I 4 I I I IFG\ L/ ----- I 4- - - - - - - - - - -- 2�j BEAM HEIGH' LEGEND -OF OF BEAM. = 10A 0" A.F.F. TOF OF B 10'-0" A.F.F. I TOP OF BEAM = q''-4" A F F TOF OF 5E AM = 8'-r'" AFF. designed AN drawn PAR checked AN date 2AI/W scale 1/4" = I'-0" (U.N.0) fob no. P-12-0112 . ESP JOSEPH P. McCARTY ARCHITECT, Inc. 00 E. OSCEOLA STRT 7 .287.6735 STUART FLORIDA D. .R. # 9639 I W ®_ 0 fn LL �W __J LIJ ® iE Lu > O o Z (D 0 LU o N �_ � Q z 0 v w v d W � 7 cU) ca 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WVWV.PACE2000HOMES.COM drawing BEAM MWALL HT. PLAN sheet S-4 (2) SIMPSON HETA 20---- 245T# REQUIRED UPLIFT 2500# PROVIDED a: = 5'-0" A 3 \ \ 1 k------ ----- \_� v (D ----------)------ i 1 NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF — 2 \ ZONE NAILING -- —� REQUIREMENTS. ROOF ZONE DIAGRAM DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRAGM ZONE I ZONE.2 ZONE 3 PANEL FRAMING BOUNDRIES ED5E INTER EDGE INTER. EDGE INTER. LOCATION PANEL 6RADE THICKNE55 5PACIN6 REMARKS ROOF APA RATED SHEATHING EXP05JRE 1, OR EQUAL SPAN RATING 40/20 19132" 24' O/G MAX. bd b" O/C bd 60016 bd b' O/G bd b" O/C bd 6" O/C bd 4' O/G 8d 4" O/C EXT. NlA1 L I APA RATED SHEATHING EXPOSURE 1, OR EQUAL 5PAN RATING 40/20 14/32" Ib' O/C MAX IOd 4" O/G IOd 4" 0/G /Dd b' O/G NAIL CORNER 5TUD5 AT 4" O/C MAX TYPICAL BLOCK FREE E56E5 NOTE: RING SHANK NAILS SHALL BE USED OF THE SAME SIZE AND LEN6TH I.L.O. COMMON NAILS iviv i vvi ( i/ /g in. Li. i v uLnrvi nivu Iffy ivu NAILS TO TRUSS, ALL STRAPS SHALL BE SIMPSON HETA 20 STRAPS WI(9)10tl x 1-112" NAILS TO TRUSS EXCEPT WHERE NOTED OTHERWISE (1)HETA 20 = 1&10# MAX UPLIFT CAPACITY (2) HETA 20 = 2055# MAX UPLIFT CAPACITY (SINGLE PLY) (2) HETA 20 = 2500# MAX UPLIFT CAPACITY (2 OR 3 PLY) _ 59' 10" 41' 10" 1 18' 0" 13' 0" 28' 10" C r o CJ-3Y o I, o CJ5 Any " CJ5 21011 5101, E 3 a w•nk bStt6M,(flM Yil@YYGtG# x Y(YW�.V. ....'."UYdYYtlVY.Y `. % 11''MO:IN 'rim :U) U U U U U U Q o 0 0 o 0 0 0 0,. E02 2 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ m m m N N o N 'a 2 PLY E02 Numx n:w:,me•:,rnurswnna. ,..:. CJ1 ! CJ12 cv s EJ7 ii cv .•' �.. it � i ' . V05 0 N -T--_�— �' \ �=r<brt� ,� EJ7' m+x�n:vrs:-r+.n mA:mnnarAi%:Aan jY ; max: A, v EJ23 .. I / .. .\ / \ / \ / \ \ / \ / o EJ5 EJ24 l.. k/I \ /�\'/ �I: Qrr, EJ7 c� wo3 , n n EJ7 011 2'p" a 22C 2' 0 2' 0" •.,r, ,M�Y,r \, / '� i. \ .a.'\ V\.. / \ I it _. EJ7 ns EJ51 \ /� / -\ / r I • \ / \ \ \ p t6 np o.: m o m n EJ7 It / \ L 0 x I i 1.5{ z EJ T 1 7 I ` Z y\ �\ i 2' o" � �`�\'y�/' �$i ' � D • k'•Z \ ` / I—' : LL !YIJ _ RhvV:v3xr{ti^tl`SMrno,: . fir, . ::, .t:.. 0.'rtMaA:k:!AtIM. '• I.- EJ51 N / �� �\ i/�I I. y/.� I O; N r EJ7` EJ51 / O \\ // \ C EJ7 ,xx,ru„ iwurmr:„xm rl o \ �� . EJ51 u , u \ / \ /.-\ ,rr\I\//\ F." /F j \/..' EJ7 EJ5 0� _ !y��� I/��� / J7 13 0 a �``— fi �. � EJ5 �. / \ / \ � r 7/ -Z�1 1> .. -,. \/ t \/ / I .\.'\ \ �/� J 6 z n r u , : n �. \ \ .:\ I� / �. / I`. Ii :. �.`; _ EJ7' m 50 20 20 0 20 0 II EJ5 n „ - j/ x, \ /\ - EJ5 z 2 OYY ,2' O" 0., 1' 0' 2. 01 2 0., 2r OYY 2' O" 2r Or, 2Y 2' 1 r 7rr 2i Orr 2r Orr Orr Orr 2rj0-2rO" �!.yr 7r Orr EJ7 -- - M 2 PLY ,P_ NJ21 / 0 21511 ... � ... O � sxa aexixraaar ate: -xuaa� ro. _ _ O �s G04 N H U26 i D02 J3 war N Cn W a�� G ] G05 O iv w w5 CIO J1rr o>< «« D02 3' y 91411 2r 5ir 141211 2' 111 71 21' 1 F►zAPIA iKlE!➢� 101411 911011 121 5" 13' 911 I 59' 10 8.-0 CLNG aciuerpta rse, armnr ea snraAf=.x.e_ _ iaarosurY ;.,, D02 ST . D02 Fs> D02 DOZ D03 CJ1 �.- U w w w w k',w w w w w 0 21111 21' 4" 0 0 91 M TRUSS END DETAIL 12 SQUARE CUT OVERHANG w/2x4 LEVEL RETURNS 6 BY TRUSS COMPANY 1 HEEL HEIGHT 5" 1 8 DETAIL @ CUPOLA 17 N N CJ11 0I CJ11 J11 O + - 5' Err �q Hatch Legend ZH 12 1.011 r 10'-0" AmFF A,FF 9 -4 " A, F F �'i►��8-0" A, FOF FEI�9IV�t�i _-- J MAR 12 2019 ST. Lucie County, Permitting V l 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 k 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. r- �' TCLL: 20 PSF TCLL: PSF 1 TCDL: 15 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF By TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: _Date_ 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. 1 — 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 1 For All Connections Other Than Truss 1 to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT LU&24 17 HTU26 HTU28 1 HHUS26-2 HGUS26-2 HGUS26-3 1 HGUS28-2 BUILDER: PACE 2000 RES: ESPINAL MODEL: KEY LARGO ADDRESS: NAVION DRIVE LOT/ BLOCK: 99 CITY: PORT SAINT LUCIE COUNTY ST LUCIE CO DRAWN BY: JL JOB # : 1565613 DATE: j 10/26/18 ' SCALE: NTS REVISIONS: 1. REV 8-27-18 2. ADJUST ENTRY 10/29