Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PLANS
revisions no. WINDOW SCHEDULE V"�K TYPE STYLE SIZE M.O. D.P. NOTES W H W H + - 001 SH25 SINGLE HUNG T-1" 5'-3" 75" 63" W/grids 002 SH25 SINGLE HUNG 3'-1" 5'-3" W/grids 003 F.G. PICTURE 2'-0" 3'-0" 25" 36.5" Wgrids 004 SH2864 SINGLE HUNG T-8" 614" 65" 76" W/grids 005 SH2864 SINGLE HUNG T-8" 6 4' W/grids 006 T.G. SIDELITE 1'-2" 6 8" 70.5" 83" _ 007 T.G. SIDELITE 1'-2" 6'-6" 70.5" 83" 008 T.F. PICTURE 4'-5" 2'-6" 54" 30" - - Obs. W/grids 009 SHH36 SINGLE HUNG 2'-2 1/2" 61-A" 27.5" 76" - - Obsc 010 SH26 E SINGLE HUNG 3'-1 6'-4" 38" 76" - - Egress 011 SH26 SINGLE HUNG S-1" 6'-4" 38" 76" - - Egress 012 SH3864 SINGLE HUNG 3'-8" 6'-4" 45" 76" T.G. 013 SH3864 SINGLE HUNG 3'-8" 6'-4" 45" 76" T.G. 014 SH16 SINGLE HUNG T-7" 64" 20" 76" - - 015 SH16 SINGLE HUNG 1'-7" 6'4" 20" 76" - - 016 SH36 SINGLE HUNG 4'-5" 6'4" 54" 76" - - Egress 017 T.G. PICTURE 4'-0" 2'-6" 49"L42 - - Obsc 018 SH26 SINGLE HUNG 3'-1" 6'-4" 38" - Egress 019 PICTURE SHOWER 3'4' V-6" 36"020 T.G. TRANSOM 5'_91/2" 1'4' 70.5" DOOR SCHEDULE NA�K STYLE DOOR M.O. _ D.P. NOTES WD HGT W H + - 001 SINGLE EXTERIOR 3-4-6'-8" 70.5" 83" - Main egress do not shutter 002 SLIDING TRIPLE EXTERIOR 12'-0" 8'-0" 144" 96" - W/lowrise track 003 SINGLE EXTERIOR 2'-8" 6'-8" 37" 83" - Ext 1-lite 004 OVERHEAD 16'-0" 7'-0" 192" 84,, - - Garage dr 005 SINGLE 2'-8" 6'-8" - Int solid core w/closer 006 SINGLE 2'-8" 6'-8" 007 SINGLE 2'4" 6-8" - 008 SINGLE 2'-8" 6-8" - 009 BIFOLD DOUBLE 6-0" 6'-8" 010 SINGLE 2'-8" 6'-8" 011 SINGLE 2'-8" 6-8" - 012 BIFOLD DOUBLE 6-0" 6'-8" - 013 POCKET 2'-8" 6-8" - - 014 DOUBLE 5'-0" 6-8" 015 SINGLE SHOWER 2'-0" 6-8" - 016 SINGLE 2'4" 6'-8" 017 SINGLE 2'-8" 6-8" 018 BIFOLD 2'-0" 6-8" - - NOTE: ALL WINDOW 4 DOOR OLAZINO TO BE IMPACT RES15TANT 4 LOH E IN5ULATED. E 8 N N u� 6 � Q B-B AGGU sEl 1 110 1111111111 0 I 0 14'-0" 111111111111111111110I—BO FICE -4" GL6. 0" B.O. BM a @'-0"—-------- 5'-2" 005 7 — 13 4 � o _o — — —� LANAI iv 9'-4" GL6. ry - NOOK 0'-0" GL6. n ® iv I — 002 it Q "K -o' P. �--�TT TT--1V.T.R.MIG II I, 0-O" w,�i I L _ � L _ _ J L _ XII�---1 FIVIRG� F--� . I I m I I (ROOM I I LJ - I GOFF. GL6. s J 1�_-o�To_I.I�-o! L__� 0 3'-8" 8" DE F BEAMS I ( I =4 L__�1__1L Q FULL HEI HT COLUMN HALFwAL TOP ® 42" FOYER 1O'- 101, TTUgI DINING a �� �J D b ROOM r 2'-I" I 15'-21, � BEDROOM 3 W. A3 .I 10 -2" 3'-10" 009 q RE ' — — ooa MIR � O lo'-s"'-10" H R M O1 "GL6.. �R Ol b O — 55HBL 3'-10"Rp 14-o �� BEDROOM 2 a'-4"cL6. — — — '-b„ -- ® - — — — — IRIS I I� W "I GL6. I r I 5'-II" i 013 I I 2'-012'-21%10'-2" _ _ 21 TYF. MASTERS TYP. BoEDRM q. I I a'-4" TO 1a-4" I I I I _J p � O M. BATH " GL6. 9'-4" GL6. r 8'-a" T BAR GARDEN TUB b" WIDE ALL _ 20 OP ®28' WIT (�\; 56"x42" GLR r �/ _ 9 .6. ® 2" A.F. REG' 5HW v a 0 L• TRY 00 O 3'-3" 5'-2" 5'-1" 0 N 6 O -----I i' N a I I 5'-li I - r --- ry m ® _ I ' i m WELL PU P 1? B/SHWI OMBO BAl q'- T B I I -o IRIS ----ry I p I 1010,10 CH L 2' " 012 � ' -. i1 G0010 I I 2' a" I° I I I O METER MAIN d DISCONNECT 007 10 - w O MIR O E.W.H. 200 AMP 41'0" ELEG. PNL. 'A' b' (— BEYONDEXTEND WALL CURB46. II I �I 1 I /2" THK GYPSUM GARr� APPLIED EACH 510 Chfr OF WALLS WAR-11 MIN BATTS.TYP Ioil I I 20'_0" 004 0 ry I6 TP V "ER UTILITY 10'-01, L6. 01]HE 0 ® d 5 ® Mo - I I 4 5 2'4' 5'-3" f 1118" 4'-01/2" 4'-01/2" 2'-9" 6 E . o d ®0 3'- 3'-1" 2'-4' � O �, ry — — I I GHAN6ED THESE TO (2)5H25 m l :z — — — — — — — — — -- I ----— — — — — — — — — o — — — — — B.O. BM a 8'-8" 5:0. BM ® a, _W "001., ^ B.O. BM a 8'-8" - Q VA- 5.4.1 FLOOR PLAN SCALE : 1/4" = 1'-0" CALCULATIONS AIR CONDITIONED AREAS GROUND FLOOR 2006 SF 2006 SF NON CONDITIONED AREAS FRONT PORCH 237 SF 2 CAR GARAGE 446 SF COV'D PORCH 165 SF 847 SF GROSS AREA GROSS AREA 2853 SF FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #'S k:, E_1�13'L9S & Well # 5"t-La'Ita U Dater Reviewer: designed AN drawn PAR checked AN date ,/uw scale 1/4" = I'-O" (U.N.0) job no. P-A-004 . REV JOSEPH P. MCCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 ST 0 U �a ICI L.LI C� Lu O co� LLl � < ,fie f L LJ U) W6 ®� l— EE > LLI ®0 r� cr- C:) ifLf Z Ca c:a cs 04 LL1 Q IL m 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM drawing FLOOR PLAN "HEALTH DEPARTMENT" SCANNED St, Luce BY sheet GENERAL NOTES ENERGY CONSERVATION NOTES ELECTRICAL NOTES cQHTt4, CON N: 1. 1. TYPE OF CONSTRUCTION: TYPE V UNPROTECTED GROUP R3 OCCUPANCY E 6. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL PER B. G NSTRUGTION SHALL BE IN ACCORDANCE WITH A.C.I.530.1-II/A.5.G.E. 6-11/T.MS. 602-1I, 3. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. 1. CONTRACTOR SHALL VERIFY WITH BE WIRED TOGETHER PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORI2: BEAM U RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING GODS 2017 ENERGY TH F.P.4L. THE LOCATION OF SERVICE AND SHALL FLORIDA BUILDING CODE bTH EDITION (20I7). SPEC FICATION5 FOR MASONRY STRICTURES AND THE COMMENTARY ON 5PEGIFICA71ON5 COORDINATE LOCATIONS WITH EUILDER PRIOR TO FABRICATION AND INDICATE ON LOCATE METER 4 PANELS a5 REQUIRED. REINFORCING AT EACH FACE.. LAP 48 BAR DIA. MIN. CONSERVATION RESIDENTIAL. FOR A5ONRY STRUCTURES. TRU55 DRAWIN55.THE BUILDER SHALL BE RH5PON51BLE FOR THE COMPLETE 2, CONSTRUCTION SHALL FOLLOW THE FLORIDA, BUILDING CODE AS ADAPTED BY THE 2) ATTIC ACCESS DOORS OR HATCHES FROM GONDITIOND SPACES TO COORDINATION BETWEEN THE TPU55 DESIGN AND AIR CONDITIONING DESIGN 2. ALL WIRE SHALL BE THHN COPPER. COUNTY AND ALL APPLICABLE AMENDMENTS. 7. PLACING DRAWINGS ON BAR LISTSRC SHALL CONFORM ST ACTS MANUAL LI STANDARD C. IN VHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THEREQUIREMENTS. UNLESS NOTED OTHERWISE: pRAGTICE FOR DETAILING REINFORCED CONCRETE GONSTRUGTION A5 PUBLISHED BY THE UNCONDITIONED 5PAGB5 SHAH BE WEATHERSTRIPPED AND INSULATED TO A CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD BUIL ING OFFICAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 3. MILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. FRAMED OR EQUIVALENT BAFFLE OR RETAINER 15 REQUIRED TO BE PROVIDED AG RDANGE,WITH SECTION 2122.2.4 P.B.C. 4. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, COPPER OF EQUAL AMPACITY. WHEN LOOSE FILL 15 INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM FOUNDATION NOTES LIVING SPACE. 6. TICAL CELLS FOR MA50NRY 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 GUFF TENT TO MAINTAIN A CLEAR, UNOBSTRUCTED GOUT. CELL: 5. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. r 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH' THE BUILDING ENVELOPE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER B E CO GRETE 0 • . COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO BETWEEN THE N R OTHER CONSTRUCTION. ENERGY REQUIREMENTS OF THE FB.G. CHAPTER 13 ENERGY EFFICIENCY. i. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X 6" X W1.4XW1.4 3) THE BUILDING THERMAL ENVELOPE SHAD. BE CONSTRUCTED TO LIMIT AIR 7. G ANOUi OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT CEMENTITOU5 MATERIALS AND THE WOOD A5 PER CODE: W.W.M. OR FIBERMEN ON 6 MIL VISQUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. EAG LIFT OVER 4b' HIGH. CLEANOUTS SHALL BE SEALED AFTER GLEANIN6 AND PRE TREATED FOR TERMITES. MM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR N5 TION, AND BEFORE GROUTING. 6. BUILDER SHALL BE RE5PON5I5LE FOR PROVIDING ADEQUATE BRACING AND BRIDGING 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER 7. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, EGT. SHALL VERIFY ALL OF THE SLAB DEPTH AND MUST 13E SUPPORTED, AT 3-0O/G EACH WAY WITH INFILTRATION RATE OF NO MORE THAN 0.5 CFM PER SQUARE Pi, AND SWINGING DOOR5 �+ USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT COLLAPSE SPECIFICATIONS: DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. APPROVED MATERIALS. NO MORE THAN 03 GPM PER SQUARE FT AND MUST BE TESTED LISTED AND S EL N TES OR DAMAGE, LABELED IN ACCORDANCE WITH R402.4.3. PROVIDE DISCONNECT SWITCH OF SIZE A5 REQUIRED BY LOAD AND UNITS. 8. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRE55ED 2. ALL REINFORCING STEEL TO BE GRADE 60, 7. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL BY THE ENGINEER A5 CONSTRICTION PROGRESSES. 5) CONTRACTOR SHALL PROVIDE E I. S CTURAL. STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN PROVIDE ALLOWABLE 5TRE55 VALUES OF 1200 PSI IN SENDING FOR A SINGLE MEMBER ! 43• PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT I ENERGY PERFORMANCE LEVEL (EEL) DISPLAY CARD , 5. COLUMN AND WALL GENTERLINE5 SHALL COINCIDE WITH FOOTING GENTERLINE5 UNLE55 IN ACCORDANCE WITH FBG 2017 ENERGY CONSERVATION R401.5. FAB CATION A ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL USES. g0 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 FUMP5 NOT V1515LE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. q. ALL WRITTEN DIMENSIONS ON THESE DRMIN65 TAKE PRECEDENCE OVER OTHERWISE NOTED: CON RM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS. W SHAPES - Agg2/A KSI OR BETTER, A5 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. RECOMMENDATIONS. SCALED DIMENSIONS. gglM ba, OTHER HAPES - A56/A 36M-08; PLATES A36/A 36M-06, BOLTS - A 307-Oib 4. FILL PLACED WITHIN 5 =0 OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF ` TUBU R - A5TM 500/A500M-13 GRADE B (46 K5U 8. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE q• PROVIDE 6FQI PROTECTION FOR ALL BATHROOM, 6ARA6H, EXTERIOR; KITCHEN, 10. ALL WINDOWS AND DOOR5 SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW GLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF q5% MODIFIED MASONRY 1/ NOTES CHANNEL TYPE STUDS AT 24" 016 WITH MATCHING TRACKS TOP AND BOTTOM, WITH I/2" LAUNDRY AND WET BAR OUTLETS PER NEC 2I0b(A). UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.G. ENERGY PROCTOR A51M D 1557 01. GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL CONSERVATION CODE. 2. DED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING 5061ETY ECREW5 AT 12" OlG MAX. 10, ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS II. RESIDENCE LOCATED I NEGLIGIBLE WEATHERING A 5. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, I. CONCRETE UNITS TO BE ASTM C g0-11b. ASTM GRADES NI OR NIT. PROVIDE PRECAST "5 TURAL HELPING CODE ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE :,,ELECTED BY OWNER. N NEER 6 THERIN6 AREA, IN VERY HEAVY APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING LINTELS AS NECESSARY. Wm = 1500 F5U A.W. A5.1 MOXX. TERMITE INFESTATION AREA PER FRG 301. g. METAL LATH OVER SHEATHING SHALL BE 3/8" V GROVE OR DIMPLED. CEILINGS AND GROUND SOFFITS SHALL BE H1 STUB A L5 FASTEN TO SUBSTATE AT 4" 6/0 AS FOLLOWS; PROVIDE PRE -WIRED TELEPHONE OUTLETS A5 SHOWN ON PLAN. 12. INTERIOR TO BE I/2 DRYWALL FINISH. 2. MORTAR TYPE M DER A5TM G 270-08a. PL N NO ES / " N I W/ 3/6 HEAD. HORIZONTAL AND VERTICAL WOOD 12. PROVIDE PRE- WIRED T.V. OUTLETS FO GAB AS SHO A b. SPLICES SHALL BE 4b BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND R LE WN ON PLANS. 13. ALL INTERIOR GYPSUM BOARD TO BE MIN. I/2" THICK WITH (13 GAGE, 13/8" LONG, CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. 3. CONCRETE FILL FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4 PENETRATION I. A ANENT 51ON WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4 PENETRATION INTO VERTICAL 13. DEDICATED CIRCUITS SHALL HAVE No MORE THEN 6.DUPLEX RECEPTACLES. Ig/64" HEAD; ER, 1 DIAMETER, 11/4" LONG, ANNULAR -RINGED; 5D COOLER NAIL, FOR INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS DIAMETER, .DIAMETER, I G, LONG, 5/64 HEAD; OR GYPSUM BOARD NAIL, 12" O.C.MXIMUM CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 P51 ' SHALL BE POSTBD NEAR THE WATER HEATER OR ELECTRICAL P SHALL BE BENT OVER TO ENGAGE AT LEAST THREE 5TRAN05 OF LATH OR BE BENT DIAMETER, 15/8 LONG, q/32 HEAD) SPACED AT T O.G. FOR NAILS AND 12 O.FOR MAXIMUM WA1ER/GEMENT RATIO MUST NOT EXCEED 0.65. PEA GRAVEL CONCRETE. 4. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC, SEC. 410.8,, OVER A RIB WHEN RIB LATH 15 INSTALLED, SHEATHING: 14 GAUGE STAPLES I" LEG, 7/Ib" �- 2. PR VIDE 3" STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT of ALL BQUIFMENT GROWN METAL MTL. FRAMING SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES 15. THE BRANCH G 14. WALL5 AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. IRGUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARG F MV ENW, WA5HER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G: SHALL NOT BE USED FOR SOFFITS OR GEILIN65 PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED O GYPSUM BACKERS IN COMPLIANCE WITH AS1M G 1288, G 1325, G II78, OR G 1278 AND MEGH IGAL CODE. ARC -FAULT G G. L CIRCUITS AHEAD 0 INSTALLED I ACCORDANCEALL CONCRETE SHALL BE OF A FLUID GON F SWITCH AND HAVE SELF GO N WITH MANUFACTURERS RECOMMENDATIONS AS BACKERS 515TENGY WITH A SLUMP OF g -II MAX. WHICH L CONTAINED BA R BAGK-0 . 10. WHERE CEMENT PLASTER IS APPLIE D TO LATH FRAME GON5 G P OVER RA TRU TION BONDING DETECTORS L MEANS THAT THE 5HAL BE TANDEM FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN 5HOV•✓pR AREAS, (PER TH CONSISTENCY SHALL BE AS FLUID A5 POSSIBLE FOR POURING WITHOUT HIRED 50 ALL DETECTORS SOUND 51 ANC-OUSLY. 3. P IDE Ix2 F.T.FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS, OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. SEGREGATION OF THE CONSTITUENT PARTS. HORIZ NTALLY AT INTERVALS NOT EXCEEDING 10-0 , AND ALL OTHER LOCATIONS PER PREWIRE FOR GARAGE DOOR OPENER SENSOR FRG 702;4.1 4 FRG 702.42), LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER 15. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE F.B.C. EGTION R502.11. BARRIER. 17. PROVIDE ARG-FAULT CIRCUIT INTERRUPTOR PROTECTION IN DWE INS UNIT LIVING, GREATER THAN ILIN ENGINEER. 4, AL GLAZING WITHIN 24"(46" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE IL P 1-1/2' O FASTENERS .1205Y51EM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRP DINING FAMILY ROOMS KI G G WALL THAN 200. FINISHES SHALL HAVE A FLAMB-SPREAD CLASSIFICATION OF NOT D SC „ 1126 I-I/2 LONG AND .120 DIAMETER U.NO, T HENS, LAUNDRY RMS, DENS/ LIBRARIES, GREATER THAN 200. BEAM SCHEDULE NOTES 4. REINFORCING; TEtd .ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36 OF TUBS AND " �� GUNROOMS, CLOSETS; HALLWAYS OR 51M, ROOMS PER NEC, 210-12. (B). NO 5 WITH SILLS LESS THAN 60 ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN 1b; PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL I25-VOLT, C ALL EXPOSED INSULATION NOT LESS T INSTALLED K TT ATTIC FLOORS SHALL HAVE A 51DEL TS, SLIDING GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. 12. TRUSS MANUFACTURER 5NALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED SING - A CRITICAL RADIANT FLUX NOT LESS THAN 0.1E WATT PER SQUARE CENTIMETER. I.SGHEDUIED HOOPS AND STIRRUPS SHALL 8E PLACED AT EACH END (EEC OF BEAM OR VERTICAL, WIND LOADS PER FB.G. 2017. LE PH 5E 15 AND 20 AMR CIRCUITS SERVING: BATHROOMS, GARAGES, KITCHENS, EXPOSED FOAM PLASTIC, INSULATION MATERIAL5.EXP05ED TO THE UNDERSIDE OF THE THROUGHOUT (T.0)' BEAM A5 INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 12" OF EDGE OF ANY SINK, ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC516. 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR5) BAR BENDS UNLE55 OTHERWISE A. A5TM A615/A 615M-Oq. PER REINFORCING SECTION (GRADE 60). 5. 5 WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. E&RE WINDOW5 SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN, 14. 5MOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2O01 CFM OR MORE. 18 PER FRC 1022.I ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL N0 B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT NET A A OF 5.15.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR let FLOOR WINDOWS. SMOKE DETECTORS TO BE IIOV N BATTERY BACK UP - ARC FAULT CIRCUIT CONFORM TO ASTM G 56, G 14, C 475, C 514, C 630, G 451, C 460, C 1002, G 1041, G ITT),"B") BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT EVEN THOUGH IT 15 THE TTOM 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 2. ALL BEAM (MARK TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED AT 54 A.F.F. MAX IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE G II78, G 1278, G 13g5, G 13g6 OR G 1658 AND SHALL BE INSTALLED IN ACCORDANCE IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. SHALL BE NO LESS THAN 36" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. I. ALL HEATING, AIR CONDITIONING; REFRIGERATION AND VENTILATION EQUIPMENT SHALL 20. CEILING AREA IIO V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 5 FT. FROM BOARD SHALL CONFORM TO ASTM G 557 3. ALL TIE BEAMS (MARK S TO BE MINIMUM SHALL BE CONTINUOUS THROUGH TIE- G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE Op ONE-HALF INCH CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING GODS F M 5 0 SPLICES BE A MINIMUM OF 48 B DIAMETERS. Ig INSULATION MATERIALS, INCLUDING, FACINGS, SUCH A5 VAPOR RETARDERS OR VAPOR BEAMS ONLY. ALL L � 1 1"ET�. FROM THE MASONRY. 6. BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. MECHANICAL" AND FLORIDA BUILDING GODS ENERGY CONSERVATION : TtIB DOOR TO BATHROOMS, WA5HER/DRYER5, 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 `.MOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF d ASSEMBLIES, WALL ASSEMBLIES, CRAWL 5PAGE5 AND ATTICS SHALL HAVE A FLAME FROM ADJACENT BEAMS. NNO). D. VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED IN 7. B A5 OTHER THAN HVHZ FIXED 6LA IM M THICKNESS SHALL O DETERMINED U51N8 Z. A 4 CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. 11fE PHOTOELECTRIC TYPE, SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX THE COLUMN SCHEDULE. TAB 2405.3 4 .3A OF FB.G. A5 THE MINIMUM THICKNESS ALLOWED. 3. PROVIDE FIRE DAMPERS AT SUP J G , NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. PLY AND RETURNS WHICH PA55 THROUGH RATED ARGON MONOXIDE ALARM TO BE INSTALLED WITHIN 10 OF A ROOM USED FOR 5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 4 DOOR HEADS (28" MAX) E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE 8. IN HZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.C. SECTION 24-13 UNLESS A55EMBLIE5 IF ANY. c': EEPIN6 PURPOSES WHEN THE BUILDING, HAS A FOSSIL BURNING HEATER OR ADD 245 BOTTOM IF DROP EXCEEDS 5'. CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW THEE RIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPEGIFIc PRODUCT' APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME CONCRETE NOTES REINFORCING BARS TO CONTINUE UNINTERRUPTED. APPR AL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS 4, ALL DWELLIN6 ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL'POWER - b, TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8 TO FIT BLOCK A5 SE FORTH IN CHAPTER 16. JUMPERS OR TRANSFER GRILLES. UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. WORK. HORIZONTAL: CONCRETE SHALL CONFORM TO ASTM Gg4/G 94M-0g, SHALL HAVE A MAXIMUM q. PIG AT STAIRS, LANDINGS 4 BALCONIES SHALL BE 5PAGED TO PREVENT 5. A/c. UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL, EXTENDING ABV 22. IF USED, A COMBINATION SMOKE] CARBON MONOXIDE ALARM SHALL BE LISTED OR WATER/O£MENT RATIO OF 0.65 AND SHALL HAVE 5000 P51 COMPRESSIVE STRENGTH IN 7. ALL ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS 50HEDULED IN THE BEAM PASS OF A 4" 71AMETER 5PHERE. ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. LABELED BY A NATIONALLY RECOGNIZED TE5TIN6 LABORATORY.' 28 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE SUPPORT UNLESS OTHERWISE NOTED. SCHEDULE. PADS SHALL SEA MINIMUM 4'-0"Xg'-p° PAD FOR DOUBLE UNIT. - WITH AV 516-11 AND ACI 501-10. ALL CONCRETE MASONRY WORK SHALL BE IN 10. IN O LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN HOODS SHALL NOT 25. TAMPER RESISTANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS ACCORDANCE WITH ACI 550-11. 6. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST 4 GAGE LADDER " q) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. VENT ROUGH THE SIDE WALL AND MUST MAINTAIN A 10-0 SETBACK. SPECIFIED IN NEC 210.5E FOR 125 VOLT, 15 4 20A REGEPTAGL£5 PER NEC 406,11 SPECIFICATIONS. TYPE REINFORCEMENT SPACED NOT MORE THEN 16" 0/0 VERT. REINFORCEMENT SHALL PLUMBING NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE, l AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LE55 � D G �7 INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND FOOTIN69 3" BEAMS AND COLUMNS: 1-1/2" q. ONE-OUARTER OF MAXIMUM BOTTOM REINFORGIN6 STEEL AREA OF EITHER ADJACENT ,: BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLA55 "A' TENSION LAP SPLICE THEN 24" BEYOND THE OPENING. PROVIDE 8 MIN EMBEDMENT INTO CONCRETE COLUMNS F MING DOTES GROUNDING CONDUCTORS SHALL BE PROVIDED FOR Ti COMMUNICATIONS, -RADIO, 9r : AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T" INTERSEGTION5. " I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SEGTION405, I CATV, ETC. PER NEC 250,14. .: 3. REINFORCING STEEL, GRADE 60 (FY=60DOO) ASTM A615/A 615M-LA. ON EITHER SIDE OF SUPPORT. 1. ALL '.r 5. ,GENERAL; I. FINAL516NED ANC SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE I 25. A MINIMUM OF 75 % OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES Ip, grLITIN6 OR CRACKING OF SiR ' ORAL COMPONENTS DUE TO INSTALATION OF 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, FB.C. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL' SUBMI D TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DESIGNERS MUST LI. H16H-EFFACY LAMPS OR A MINIMUM OF 759E OF THE PERMANENTLY RE 15 NOT PERMUTED. 3. DI5P051TION OF RAIN TER 5 HARDWA PROVI ALL TRU55 CONNECTIONS A5 PART OF THE DESIGN, WA HALL COMPLY WITH F.B.G. PLUMBING GODS CHAPTER II. N� i LLED LIGHTING FIXTURES SHALL CONTAIN ONLY NIGH-EFFACY LAMPS. OW - OF STANDARD PRACTICE FOR REINFORCED CONCRETE GONSTRUGTION" A5 PUBLISHED A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530-II/ A.5.AE. 5-II/T.M.5.402-II, 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-O" FROM ROOF JACKS. � BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 11. UN6955 OTHERWISE NOTED, THE ING: 4LLATION OF SPECIFIED HARDWARE SHALL BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON 5. CONDENSATE DRAINS MUST BE A " VOLTAGE LIGHTING $HALL NOT BE REQUIRED TO BE HIGH-EFFAGY LAMPS)' GONF(7RM TO THE MANUFACTURES 1145'iPUGTI0N5 AND STANDARD PRACTICES BUILDING GODS REQUIREMENTS FOR MASONRY STRICTURES. 2. BEA N6 POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO MINIMUM OF 12 OFF THE BUILDING. S. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY THE NU ER OF PLIC:S OF THE BEARING MEMBER WHEN THE BEARING MEMBER 15 (2) OR 6. SHOWER GOMPARTMENT5 AND WALLS ABOVE BATH TUB5 WITH SHOWER HEADS SHALL 26 12. LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECE56ED LINTELS SHALL MORE IE5 UNLESS 40TED. BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LE55 THEN CONDITIONED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN SUPPORT ALL LOADS DURING CONSTRUCTION. CONDITIONED AND UNCONDITIONED 5PAGE5'. HAVE 8 BEARING. 70 INCHES ABOVE THE DRAIN INLET. CODES USED; ao p Q PROPOSED REST ENCE ! OR: JURISDICTION: CITY OF PORT 5T. LUCIE, FL ° n - FLORIDA BUILDING CODE 6TH EDITION (2011) ° FADE : 20I7 FLORIDA BUILDING CODE b TH EDITION THE S RIB C HARM o -NEG (NFPA l0) 204 - PROJECT ADDRESS: SEE TITLE BLOCK PROJECT NAME: DRIFTWOOD - A.S.CEr 7-10 - FBG 2011 PLUMBING CODE, PBG 2011 MECHANICAL CODE, FBG 2011 ENERGY ARCHITECT/EN6INEER : JOSEPH McCARTY ARCHITECT iiYSSlff Cr' og CONSERVATION CODE TPE.OF GONTRUGTION : GBS : X_ FRAME v BUILDING DESIGNED : ENCLOSED X OPEN PARTIALLY. ENCLOSED DRAWING INDEX WIND SPEED (3 SECOND GUST) Y Ult : 110 mph _ 6-I COVER SHEET WIND SPEED (NOMINAL) V asd , 132 mph EXPOSURE, a� , FLOOR FINISH PLAN A -I FLOOR PLAN INTERNAL PRE55URE COEFFICIENT, O.IB \ A-2 ELEVATION5 IMPORTANCE FACTOR! BUILDINOR I5K CAT'E60RY 2 (1,2,3 OR 4) A-5 ELEVATIONS MEAN BUILDN6 HEIGHT : . J154 FT. _ - OVERHANG : I'-6" Inches ROOF PITCH : 6` / 12 5-1 FOUNDATION PLAN COMPONENTS 4 CLADDING WIND PRE55URE5 : 24.2 / -52.4 P5F (ACTUAL BUILDING 055ION,PRESWRE5 FOR WINDOWS AND DOOR5 L/57ED ON PLANS) ' \ 5-2 FRAMING DETAILS 5-3 FRAMING PLAN ROOF DEAD LOAD : 15 LIVE LOAD : 20 _ 5-4 BEAM HEIGHT PLAN -FRAMED FL00R LIVE LOAD , N/A PSF DEAD LOAD : ' N/A ,e,..aa,::ac•° \ S-5 BRACING PLAN NUT I R5 : YES NO _ FT PIERCEFLA. __ __ E-1 ELECTRICAL PLAN IMPACT RESISTANT ASSEMBLY , YES X NO M-1 HVAG PLAN PLAN I ELEVATION SYMBOLS LEGEND GROUT FILLEDPOTNELF n FOUNDATION PLAN SEE AS NOTEDFOUFW HEIGHT - CONCRETE COLUMN /1!1/_ IJ1d SOFFIT HEIGHT DROPPED NOTED NON0 CONSTRUCTION ON FRAME _ULI Z - 7 I L : ARC OR ELEVED IN6 SEE h A. I HOUR FIRE RATED BEARING FRAME CONSTRUCTION WALL r . r FRAME GONSTRJGTION MASONRY, CONSTRUCTION ABOVE OR BELOW TYPICAL BLEV BEAM EIGHT : q� O-O FIN. FL. SLAB '. FLOOR ELEVATION revisions no. date designed AN drawn PAR checked AN date 'UI7/Iq scale 1/4" = I'-O" AND) Job.no. P-19-004.REV ROT OAL ' a a L "HTOaFmr 59 JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 T' - LORID 9 A. 44 F PfZOlEC1 " di%'m E aF" l V N��/ 0.. ' TQT Z Lu LIJ U V LIJ Z J ® LLJ LI CD C:)CV ® LLJ � J Cif u)®® U ui j O ® CL LL C:) LL Lei. C0 BUILDER INPQRMq�fION &x I.S. 1233 SE, PORT ST. LUCIE BLVD. PORTST LUCIE, FLORIDA 34952 (772) 340-7223 - W W W, PACE2000HOMES.COM W V O Z C*j TNFORMAT.IOu3 1§ F drawing COVER SHEET SCANNED BY St'j_ur,'P.00pptV Sheet . G-11. 1233 SE PORT ST. LUCIE BL PORT ST LUCIE, FLORIDA 34 WINDOW SCHEDULE �K TYPE STYLE SIZE M.O. D.P. NOTES W H W H + 001 SH25 SINGLE HUNG T-1" 51-3" 75" 63" 35.14 36.35 W/grids 002 SH25 SINGLE HUNG 3'-11, V-3" 35.14 38.35 W/grids 003 F.G. PICTURE 2'-0" T-0" 25" 36" 37.84 41.05 Wgrids 004 SH2864 SINGLE HUNG 2'-8" 6'-4" 65" 76" 35.14 38.35 W/grids 005 SH2864 SINGLE HUNG Z-8" 6'-4" 35.14 38.35 W/grids 006 T.G. SIDELITE T-2" 6'-8" 70.5" 83" 34.43 37.64 007 T G. SIDELITE 1' 2" V-8" 70.5" 83" 34.43 37.64 008 T.F. PICTURE 4'-5" V-6" 54" 30" 37.84 50.67 Obs. W/grids 009 SHH36 SINGLE HUNG 2'-2 1/2" V-4" 27.5" 76" 37.84 41.05 Obsc 010 SH26 E SINGLE HUNG V-1" V-4" 38" 76" 36.14 39.35 Egress 011 SH26 SINGLE HUNG 3'-1" 6'-4" 38" 76" 36.14 39.35 012 SH3864 SINGLE HUNG 3'-8"` 8'-4" 45" 76" 36.14 39.35 T.G. 013 SH3864 SINGLE HUNG 31-8" 8'-4" 45" 76" 36.14 39.35 T.G. 014 SH16 SINGLE HUNG T-7" V-4" 20" 76" 37.84 41.05 015 SH16 SINGLE HUNG 1'-7" 61-411 20" 76" 37.84 41.05 016 SH36 SINGLE HUNG 4'-5" 6'-411 5411 76" 35.59 46.17 Egress 017 T.G. PICTURE 4'-0" 21-6" 49" 30" 37.84 41.05 Obsc 018 SH26 SINGLE HUNG v-1" 6'-411 38" 76" 36.14 39.35 Egress 019 T.G. PICTURE SHOWER T-0" T-6" 3611 42" - - 020 020 T.G. T.G. TRANSOM TRANSOM 5'-9112' 5'-91/2" 1'-2" 1' 2" ]0.5" 70.5" 15° 15" 3l 37.84 41.05 DOOR SCHEDULE �K STYLE DOOR M.O.D.P. NOTES WD HGT W H + _ 001 SINGLE EXTERIOR 3'-0" 6'-8" 70.5" 83" 34.43 37.64 Main egress do not shutter 002 SLIDING TRIPLE EXTERIOR 12'-0" 8'41 144" 961, 32131 35.51 - W/lowrise track 003 SINGLE EXTERIOR 2'-8" 6'-8" 37° 83" 36.14 39.35 Ext 1-lite 004 OVERHEAD 16'-0" 7-0" 192" 84" 31.95 38.88 Garage dr 005 SINGLE 21-8" 6'-8" - - Int solid core w/closer 006 SINGLE 2'-8'1 61-811 - - 007 SINGLE 2'-4" 61-8" - - 008 SINGLE 2'-811 6'-8" - - 009 BIFOLD DOUBLE 61-011 6'-81' . - - 010 SINGLE 21.811 61-81' 011 SINGLE 2141 6'-811 - - 012 BIFOLD DOUBLE 8',-011 61-811 . - 01.3 POCKET 2'-811 6'-8": - 014 DOUBLE 5'-011 6'-811 - 015 SINGLE SHOWER 2'-0" 6'-811 - 016 SINGLE 2'-4" 6'-8" - 017' SINGLE 2'-811 6'-81' - - 018 BIFOLD 2'-O" 6'-8" - - NOTE: ALL WINDOW 8 DOOR GLAZING TO BE IMPACT RF-515TANT & LOW E INSULATED, A_3 AGGU WIN METER MAIN 8 D15CONNEGT M BEDROOM 3 14'-D" 1� nll I5 14 0 0 00 d I 141-011 I OFFICE .. M u--°'�- - - - - - - - - - Inllnllnnullloll o 4ni r 13 IN WIC NI �- NOOK = 10'-O" GL6. - - -� 0 IJ oo 'f Q 002 I p13 i i O 4LEI I ry -0' ;P. ---I.T--T�T- r---I I I B_B II 0'-10" a'-o'' I 12'_2 - A_3 I- _ - J L - - J �- - a'-o" MASTERY Ir - TYP: BEDRM I - Sul ( I( IUINGI 1-' i i 9' 4" TO 1064" i l7 IIROOMII L-- 1 1 .III 3�_g�� b" DEf- BEAM L__11__1L N-J -- --� i T.O. WV. BEARI G 1� o 13 - Q MIR cy O E W H 200 AMP FULL HEI HT COLUMN LCO 7 O O 14'-0" ELEC. PNL. 'A' HALFWAL TOP ® 42" 1 FO ER M BATH 14--0' BEDROOM 2 9'-4" GL6. VV t7 - - - 10101i- - - ®0 ©o LANAI I - 9' 4" GL6. Q OO iY 1'-4" GL6. � I � s 12 m 3'-1011 12 m. 101-III CLO. oil �� DINING CUR5 �J b ROOM r I T-B R GARDE:;nS BEYONDEXT WENNLD b" WIDE20 V D YER = OP a Ib ' LUJ Q m,,". - _ ( UTILITY b 36"x42" GLR _ � C_(✓ 1. I/2" THK 6YP5UM 10'-O" L6. = 4 .G, ®42" A.F. - - BRO APPLIED EACH VO Q 001 A-3 ' I OF WALL5 W/R-II MIN N I GARAGE DAM rrP - - REV 5H 004 e'4" GL6. O O O ED O O O I -`� - E TRY o0 00 II 201_0�1 2141.. 31_2Y 1111I� 4'-0 I12" m Q 1 o 1'-8" o o a � I � I--------- i M-- ---- -------�-- o I - - DO BM a 8'-b" la.O. BM ® b'-H" DO BM O 00IIIIIIIIINIIIIIII I 2 C-C A-3 1OI_VII - 101-Oil revisions. no. dat designed AN drawn PAR checked AN. date 7n/w scale 1/4' = 1'-O" (U.N.0) job no. P-M-004 . REV ��R�ryry,,,.,}YFjI�'E''fI�OF''RC*�i,`O�RDI �` hirr �y 7•,/� � I n.� ! 9 ai ...ni Ali y'�e�'��'R,�tlia"ial JOSEPH P. IMCCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 IDA OF FLp � 3'4 �mcRED �e y���,EGT ryy' �W:�a4i�g�k�l'+1ur�a`f 01-00 z W LL) I® Lu Z 0 O `) C) CD LU WJ Q' N cf) > = O 9® rou-c-'L m BUILDER INF<7RMATIC)N' 5., .. yPX'Ifi+� ap���I.�{iA1� y rIIN tr a 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952. (772) 340-7223 WWW.PACE2000HOMES.COM drawing FLOOR PLAN 'HEALTH DEPARTMENT'° REVIEWED sheet CODE. 0 MpLI A- 1 . tuC1 O E CO BOCC WINDOWS: LOW-E LAMINATED INSULATED IMPACT PGT WINDOWS Iq.l2" 2b.5" 31" 16" 16" 16" 0 u 5H16 5HH36 5H26 AREA: IO.Oq S.F. AREA: 13A6 S.F. AREA: 11152 5.F. UF:.560 UF:560 UP:.560 SH60:.240 5HSC:.240 SH6G:.240 53.12" 5H36 AREA: 28.03 S.F. UF:.5bO 5H6G:.240 321, 44" 16" 16" 16" SH2&64 5H3b64 AREA: 14.22 5.F. AREA: 25.22 5P. UF:510 UF:560 5H60:.220 5H60:.240 6q5" 53" 4" 112AN50M F771 30" F.O. bq.5"x14" F.O. 53"00" AREA: b.'S S.F. AREA: 11.04 S.F. UF:.5gO UF:.3g0 SH66:.250 SH6G:.250 DOORS: LAMINATED INSULATED IMPACT PGT WINDOWS 142.125" 12060 5.6.0. AREA: g4.15" S.F. UF:.640 5H6G:.220 2'6"x6'b" I LITE LON-E OLA65 AREA: 6,55" S.F UF: 240 SHSC:.150 (2) 14"xb'6" 51DE LITE5 6LA55 AREA: 3.11" S.F. EA. UF:.IgO 5H6G:.01 51. SH25 AREA: 16.1& 5.F UF: 510 SH6G:.220 PRODUCT P.A. FL / NOA EXP. DATE MODEL MANUF. GLASS ATTACHMENT METHOD BLDG D.P. PRODUCT D.P. 51N&LE HUNG (5H) 15-0430.06 SH-T00 PST IMPACT 1-/I/4" X 1-5/4" MIN. EMBED. TAPCONS • 6711" OG SEE WINDOW SCHED. -60.0 +65.0 FIXEDSLA55 (PH) 16-0450.05 101/720/620 POT IMPACT I-A/4" X I-5/4" MIN. EMBED. TAPCONS • b"112" Or, SEE HINDOP SCHED. t 80.0 SLIDIN6 6LA55 DOOR 17-0420.12 2/17/2020 "RO PGT MDPGD IMPACT I/4" T.G.'S X 1-3/4" MIN, EMBED. TAPGONS • 5"/13" OG SEE WINDOW SCHED. 160.0 FSF MULLIONS 11-0630.01 1 x 2.15 x 0.316 EXT. POT I/4" X I-30' MIN. EMBED. TAPCON5 (4 PER CLIP) SEE WINDOW SCHEDULE t 110.0 FSF SOFFIT 5TUGG0 - - SIDING OVERLAFPIN6 PLANK 11-0521.21 HARDIE PLANK JAMES HARDIE SEE SHEET A-4 -52.4 -12 6ARA5E DOOR FL16546.5 MODEL 13W6 CLASSIC SERIES CLOPAY 5/16' X I-5/B" MIN. EMBED. LAS 5GREH5, (ONE PER BRACKET) SEE DOOR SCHED. + 56.0 P5F -42D FSF EXT. DOORS FL 1630.1 III EXTERIOR SMOOTH STAR THERMA-TRU IMPACT I/4" T.G. P/2-3/4" MIN. EMBED T.G.'s MIN. • 4' O.G. SEE DOOR 504ED. 150.0 FSF EXT. DOORS FL 7640.4 EXTERIOR 5MOOTH 5TAR RMA-TRU IMPACT I/4" T.G. W/2-3/4" MIN. EMBED T.C.'9 MIN. ® 4" O.G. SEE DOOR SCHEV t 50D F5F ROOFIN6 MATERIAL 5HIN6LE FL 11-1211.02 1/Ig/21 A5HALT 5HIN&LE OPENS If ORNIN6 (b) I-1/4' LONG 12 go NAILS PER 5HINSLE 54.q Vult = 1g4 mph HARDI PLANK NOTE: ATTCHMENT TO CBS HARDI PLANK 51DIN6 TO BE ATTACHED OVER TYVEK BUILDING MAP OR 15• FELT OVER OVER II HARDIFLANK TO BE APPLIED HORIZONTALLY WITH 1-1/4 LAPS AT TOP OF PLANK. HARDIPLANK TO BE ATTACHED WITH ET4F FASTENIN6 SYSTEMS INC. ET4F BLOCK NAIL. (ET4F NO. A5M-144-125, HEAD VIA. - 5og, SHANK DIA. _ 0/4" , LENGTH = 125" LONG), OR MAX SY5TEMBLOCK NAIL (GP-G832 H7-ICC, HEAD DIA. = 0.5011, SHANK DIA. = 0.50", SHANK DIA. = 0.15", LENGTH - 1.3") OR AER05MITH BLOCK NAIL (5323 HP, HEAD DIA. = 0.5011, SHANK DIA. = 0.1444", LENGTH - 1.25"9 PLACED IN THE OVER LAPPED AREA AT 5" O.G. VERTICALLY AND 12' O.C, HORIZONTALLY INTO BLOCK. HARDI PLANK NOTE: ATTCHMENT TO WOOD FRAME HARDI PLANK SIDING TO BE ATTACHED OVER IYVEK BUILDING WRAP OR 151 FELT OVER NEW PLYHOOD. HARDI PLANK TO BE APPLIED HORIZONTALLY WITH 1-1/4" LAPS AT TOP OF PLANK. HARDI PLANK TO BE ATTACHED HIT14 Dd x 2-1/2" LONG 6ALVANIZED BOX NAILS PLACED IN THE OVERLAPPED AREA AT 6" ON CENTER VERTICALLY AND 16" ON CENTER HORIZONTALLY INTO STUDS THROUGH I11/52' PLYHOOD SHEATHING. I11/32" PLYHOOD SHEATHING TO BE NAILED TO STUDS WITH 104 NAILS • 4" O.G. PERIMETER 4 FIELD. HARDI PLANK 6ALV. METAL FLA5HIN6 • ALL ROOF -MALL INTER5ECTIONS� E E - O Ll u HARDI HORIZONTAL -- -- -- - -sms- - 4 HIDE RA15ED STUCCO_ VERT. E06E BANDING 6ALV. METAL FLASHING • ALL -ROOFMALL INTERSECTIONS REAR ELEVATION SCALE: 1/4" = 11-O" revisions no. date 21'1 T.OBB. REV •1 9-16-I9 BLD6 GMTS designed AN drawn PAR checked AN date 1/11/w scale 1/4" = 1'-0" (U.N.0) job no. F-19-004 . REV 10'-0" IT.O.B.11cl 4"B'-4" 21'-II" T.OBB. IZV JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 ST , I DA i 2 Cr. Z CU z fy W Lu 0'1 T.O.B.B. 2 w z L 6'-4" T.O.BB. o U) c z U W CD o W J 0 0 o 0 j0� O O 00 W p _ O'-O" FIN. FL. SLAB NEW �p RIGHT ELEVATION 5GALE: 1/4" = III GALV. METAL FLASHING - - - - ,/"-AT ALL ROOFMALL INTERSECTIONS 21'-II" T.O.SB. YYYYYYYYYYYY. '.YYYYYYYYYYYYY\1233 SE PORT JYYYYYYY YYYYYYI �'YYYYYYYYYYYYYY4 IYYYYYYY� YYYYYYI YYYYYYYYYYYYYYY • PORT BLVD. , YYYYYYYYYY YYYYY�L�I JYYYYYYYYYYYYYYYY /YYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY/��� / - / •• • : / /YYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYY' YY 41 IYYYYYYYYYYYV! YYYYYYYYYYYYYYYYYYYYYYYYYYYYV' �� YYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYY/' Y� YYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYY► Y " III • • (YYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYY' rV. IYYYYYYYYYYYYYYYY �YYYYYYYYYYYYYYYYYYYYYYYYV' � (•YYY/�YYYYYYYYYYYYYYYYYY /YYYYYYYYYYYYYYYYYYYYYYY/' � -_ � - YV'`' YYY►�YYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYY( -/ - iYYYY/YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYV' �YYV/YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYV' �- YY �� YYYYYYYYYYYYYYYYYYYYYYYYYSYYYYYYYYYYYYYYYYYYYY/' -.'. Y/YYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYY� �- � /YYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYY-------�- YY ` ��� -1I - I.•, \YYYYYYYYYYYYYYYYYYYYYYY /YYYYYYYYYYYYY/ YY ��YYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYY( �� _ YYYYYYYYYYYYYYYYYYYYY� YYYYYYYYYYYYYY' � � ` YV` _` �YYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYV' Illli� � Y �. \YYYYYYYYYYYYYYYYYYY YYYYYYYYYYYY/' - \�YYYYYYYYYYYYYYYYY YYYYYYYYYYYI 'YLa _ YYYYYYYYYYYYYYYYY YYYYYYYYY' Y4 7YYYYYYYYYYYYYYY YYYYYYYYY/' �\YYYYYYYYYYYYYYY YYYYYYYY - \YYYYYYYYYYYYYY YYYYYYYI Y_YYYYYYYYYYYYY YYYYYY' YYYYYYYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYY Yam. - YYYYYYYYYYYY! YYYYV' IYYYYYYYYYVYYYYYYYYVYYYYYYYYYYYYYYYYYYYYYVYYYY�� �\YYYYYYYYYYYYYYY/'�YrYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY�YYYYYYYYYYYYYYYVY��Y� • • •� _, `----`r- YYY►iYYYYYYY\/Y�I�YYYYYYYYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYYYYYYY\lam DOC-�YYi��700C�\ . YYYVrYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY - YYYYYYYYYYYYYY. YYY/YYYYYYYYYYYYYYYYVVYYYIfYYYYYYYYYYYYYYrr-VYYYYYYYYYYYYYYYYVVY�\. �YYYYYYYYYYYYYYYYYYVY� ���.��������......-.......�-�����....���������t. \/YYYYYYYY �YYYYYYYYYYYYYYYYYYY\ - ��Y_ ai - YYYYYYYYYYYYYYYYYYYY_Y WWI t - i w ■ �I� " : • :: ,, � � , � i i �1�1 �. ■ ■ � I se,. drawing ELEVATIONS ■■ IIIIIII■ , IIIIIIIIIIIII■ ■ ■ .1J .. ■ ■ i I' III■ III■ ■ ■1- : : � ®e e • �� IIII� IIIIIIIIIIII� ■ ■ ®® ■ ■ � I -- . • ■ ■ t ' II.II � ' -- IIt■1 BLACK ALUMIN. HI OHS 4-) SLIDIN6 61-A5 DOOR CUBIC VOLUM OF A/C SPACE =17769 cu ft PLANK ACTUAL DOOR SELECTION TO BE DETERMINED BY BUILDER FRONT ELEVATION SCALE: 1/4" = 1'-0" Lp ft c !!tz) F ry °°c MoA FIBERGLASS SHINGLES OVER 2 LAYERS 30# FELT UNDERLAYMENT OVER 15/32" EXT GRADE GDX PLYWD. (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-EN6. WOOD ROOF TRUSSES 624" 0/6 TYPICAL W/APPROVED 6ALV. TRUSS ANCHORS EA. END SEE ELEV. 6ALV. MTL. DRIP_/ ON IX2 P.T. CONTIN. 2X5 FRE-PRIMED—/ SPRUCE FASCIA STUCCO OVER HI RIB P.B. 6ALV MTL LATHE SECURRED TO TRU55E5 515" STUCCO FINISH OVER 6" CONC. BLOCK STUCCO STOP TYP. OL 0'-0" 70._5LAB MAIN SLAB Y CARLISLE SEALTITE PRO SPRAY FOAM INSULATION R-20 SEE ENERGY CALLS. 2" SAE. RE515TANT GL6. BIRD. APPLIED TO UNDERSIDE OF TRUSSES 2x4 BLOCKING AT MID HEIGHT 1/2' GYPSUM BOARD OVER 2x4 WOOD STUDS AT I6G/G. W/R-11 MIN BATT INSULATION WHERE REQUIRED F-F TYPICAL WAL A-4 SCALE: 314" = 1-O" FIBERGLASS SHINGLES OVER 2 LAYERS 30# FELT UNDERLAYMENT OVER 19/32" EXT 6R60E GDX PLYWD. (SEE DIAPHRAGM SCHEDULE FOR NAILING PRE-EN6.HOOD ROOF PATTERN TRUSSES 624" 0/G TYPICAL W/APPROVED 6ALV.TRU55 SEE ELEV. ANCHORS EA. END 6ALV. MTL. DRIP ON IX2 P.T. CONTIN. 2xb PRE -PRIMED SPRUCE FASCIA STUCCO OVER HI RIB 1'-0" P.B. 6ALV MTL LATHE O.H. SEGURRED TO TRUSSES HARDI SIDING OVER TYVEK BLDG WRAP OVER 15# FELT PAPER OVER 1%2" GDX EXT. PLYWD SHEATHING NAILED PER DIAPORA6M SCHEDULE 12 (SEE ELEV S) GONG. OR MASONRY 2xb P.T. BUCK SET IN SEALANT FASTEN W/ 1/4" VIA. x 3-1/4" TAPGONS 3" FROM E.E. Q o AND 6" 0/6 MAX. ... ° . o ..:'..::... DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) #6 6ALV. x 2" SCREWS 6 2'-0" 0/0 DOOR TRIM PERIMETER SEALANT STUCCO FIN15H HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK d FASTENED TO SILL W/ #b x 11/2" SCREWS 6 Ib" O/G PERIMETER SEALANT FLOOR COVERING a ° p ' o o ° o, O ..6.. ., GONG. FLOOR SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (DOOR) ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE CAULKING L� .., � 0 '0 .'0. . Oh 0 QO j L PRECAST OR POURED SILL W/ 1 #5 BAR PERIMETER SEALANT SILL DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FRG R613.62 ALUMINUM F TO STRUCTURE 71 W/ 3/Ib" TAPCON 6 12" O/C. MIN. PERIMETER 5E STUC60 FINISH GONG. OR MA50 Ix4 MIN. P.T. BUG SEALANT AND W/I-1/2" CASE H COIL NAILS AT I MAX. DRYWALL GAULKIN6 JAMB DETAIL WIND ( WINDOW ATTACHED ACCORDING TO F FASTEN RU BUCK REWS 4" EMBED T Y SET IN LED D 0/6. W ) R613b2 Ix4 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2" CASE HARDENED COI NAILS AT 12" 0/0. MAX. GONG. OR MASONRY a ,: , • ° : Q°'.. DRYWALL BOARD CAULKING ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK VU 3/16" TAPCON SCREWS 6 12' O/G. MIN. EMBED METER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FRC R613.62 STUCCO FINISH PERIMETER SEALANT CONC. OR MASONRY Ix6 P.T. BUCK SET IN SEALANT AND NAILED W/I- 2" CASE HARD COIL RAILS AT 12" 016. D MFLOOR ' 00° 0°0 °MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ (2) I!KS 2 2'- " OIC SCREWS 6 2'-O" 0/G JAMB/HEAD DETAIL (S.G.D.) DOOR FRAME FASTEN TO BUCK CIO 3/I6"x TAPGON0oQ° 75CREVG6 2'-0° 0/G OR COVERING v -;�_• ;-- o m 9 ''o 'QO° ° O GROUT BED/2"x CONCRETE SLAB SILL DETAIL (S.G.D.) GONG. COLUMN WEATHER STRIPPING BY DOOR MANF,'SSS GARAGE DOOR VERT. TRACK BY ANF FASTENED TO TRACK PER D. PRO APPROV. SPEC.'S 6ALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB PER PROD. APPRV. SPEC.'S 2xb MIN. P.T. ATTACHED TO COLUMN W/ 5-I/2" REDHEADS W/2" DIA. xYe" THK WASHERS 6 2'-0" 0/G VERT. (b" MAX. FROM ENDS) JAMB DETAIL (GARAGE DOOR) ALL EXTERIOR GEILI MATERIAL TO BE W-RIB LATHE AND STUCCO FASTENERS AT 24" O.O., EITHER 1-3/4" MIN EMBEDMENT ROOFING NAILS WITH 1/b" SHANK AND 3/5' HEADS OR STAPLES WITH 1-5/4" MIN EMBEDMENT LE65 d /I6" (Ib GAGE) EXT. PORCH CLG DET. #1 CARLISLE SEALTITE PRO SPRAY FOAM INSULATION R-20 SSE ENERGY GALLS. 1/2" SAE. RES15TANT GL6. BRD. APPLIED TO UNDERSIDE OF TRU55E5 FIRE STOP CONT. MASONRY BOND BEAM SEE STRUCTURAL DW6SJ56HEDULES CONT. METAL POUR STOP 1/2" DRYWALL IX2 P.T. FURRING 0 I6" O/G OVER 3/4" T14K R161D FOIL BACKED INSULATION SEE ENERGY GALG.S FOR R-VALUE 9 FIN. FLOOR TO BE 16" MIN. II ABOVE GROWN OF ROAD MIN. MONO. CONG. FOOTING SEE FOUNDATION PLAN II FOR NOTES d TAILS MIL VISQUEEN V.B. C-c 8" HEEL WALL SECTION A-4 I SCALE. 314" = 1'-0" 6 FRONT OF 6ARA6E ONLY 12 FIBERGLASS SHINSLE5 OVER 2 LAYERS 30# FELT UNDERLAYMENT OVER 19/32" EXT (SEE ELEV 5) GRADE GDX PLYWD. (SEE DIAPHRAGM SCHEDULE FOR RAILING PATTERN PRE-EN6. WOOD ROOF TRU55S 024" O/G TYPICAL W/APPROVED GAL,/.TRUSS ANCHORS EA. END - - —SEE ELEV 6ALV. MTL. DRIP ON IX2 P.T. CONTIR 2X6 PRE -PRIMED SPRUCE -b" FASCIA O.H. STUCCO OVER HI RIB P.B. 6ALV MTL LATHE SECURRED TO TRUSSES. SEE FRAMING PLAN FOR VENT GALLS d LOCATIONS EXTERIOR FRAME WALLS TO BE STUCCO OVER PAPERBAGKEO WIRELATH W/ II E.A. 2" LONG NAILS WITH %" DIA. HEAD a 6" O.G. OVER TYVEK BLDG WRAP OVER'%%" GDX PLYWD. SHEATHING W/IOd NAILS TO STUDS 0 16" O.C. PERIMETER AND FIELD L SECTION 12 (SEE ELEV 5) APPROVED TRUSS CONNECTORS SEE BRACING PLAN 2X4 WOOD STUDS 6 16" O.G. TYP. E-E TYPICAL SECTION @CUPOLA A-4 SCALE: 3/4" = P-O" NOTE: ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 A5 PER FBC R 2011 6TH EDITION NOTE: INSULATION MATERIALS, INCLUDING FAGIN65, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYIN6 SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5Th1 E 64. NOTE: EXP05M ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LE55 THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION R316 NOTE: RT02.3.1 MATERIALS. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM G 36, C 14,0 415, G 514, C 650, G 131, G 960, G 1002, G 1041, G IITT, G 1178, G 12'ib, G 1395 OR G 139b AND SHALL BE INSTALLED IN AGGORDANGE WITH THE PROVISIONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM G 561. NOTE: R102.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI AI0b.1, AlOb.4, A106.5, A106.6, AI06.11, AII6.1, A116.3, A136.1 AND A131.1. RT02.4.2 CEMENT, FIBER -DEMENT AND GLASS MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM G 1266, G 1325 OR G IITb AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMBNDATION5 SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. USE FIBER CEMENT TYPICAL WHERE FIBERGLASS PREFAB UNITS ARE NOT INSTALLED. FIBERGLASS SHINGLES OVER 2 LAYERS 50# 12 FELT UNDERLAYMENT OVER 19/32" EXT GRADE COX PLYWD. (SEE ELEV 5) (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE-k!NG. WOOD ROOF TRUSS'5 024" 0/6 TYPICAL 1LOARU5LETITE PRO SPRAY W�APPROVED 6ALV. TRUSS ON R-20ANCHORS EA. END ALLS. SEE ELEV x Y 1/2" SAE. RE515TANT GL6. 6ALV. MTL. DRIP •: BRD. APPLIED TO ON IX2 P.T. UNDERSIDE OF TRUSSES CONTIN. 2XB PRE -PRIMED _b, FIRE STOP SPRUCE FASCIA O.H. STUCCO OVER HI RIB I CONT. MASONRY BOND BEAM P.B. 6ALV MTL LATHE SEE STRUCTURAL DW65JSGHEVULE5 SEOURRED TO TRUSSES I CONT. METAL POUR STOP 1/2" DRYWALL 5/6" STUGGO FINISH I OVER 8 GONG. BLOCK IX2 P.T. FURRING 0 16" O/C OVER F4" THK RIGID FOIL BACKED INSULATION SEE ENERGY GALG.S FOR R-VALUE D-D 4" HEEL WALL SECTION A-4 SCALE: 5W = 1'-O" 6 10'-0" BM HT - - FIBERGLASS SHINGLES OVER 2 LAYERS 30# FELT UNDERLAYMENT OVER 14/32" EXT GRADE GDX PLYWD. (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN PRE -ENS. WOOD ROOF TRUSSES 024" O/G TYPICAL W/AFFROVED 6ALV. TRUSS ANCHORS EA. END 12 (SEE ELEV 5) CARLISLE SEALTITE PRO SPRAY FOAM INSULATION R-20 SEE ENERGY GALLS. SEE ELE_V. ALV. MTL. DRIP - - - - - - - - U ON IX2 P.T. CONTIN. 2X6 PRE -PRIMED 1/2" SAE. RE51STANT GL6. SPRUCE FASCIA .. BRD. APPLIED TO STUCCO OVER HI RIB UNDERSIDE OF TRUSSES P.B. 6ALV MTL LATHE 1:-61 5ECURRED TO TRUSSES - FIRE STOP O.H. CONT. MASONRY BOND BEAM SEE STRUCTURAL D16165✓SCHEOULE5 CONT. METAL POUR STOP If /2" DRYWALL 5/8" STUCCOI IX2 P.T. FURRING 6 16" O/G OVER 3/4" OVER b" GONG..BLLOCKOCK THK RI610 FOIL BACKED INSULATION SEE ENERGY GALG.S FOR R-VALUE e e 12" HEEL WALL SECTION A-4 I SCALE: 314" = 1'-O" 6 9'4" BM HT SHINGLES O" JT.O.15,B11.•4" �4" 4_FL. 5L 17 ukhfd- _\ 0" T.OBB. 4" T.O.BB. 4" T.OBB. I. FL. SL IZP revisions no. REV #1 BLD6 GMTS designed AN drawn PAR checked AN date TAMS scale 1/4" = I'-O" (U.N.0) job no. P-19-004 . REV 9-lb-14 JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772287 1 6735 FLORIDA 2 T�T U �z� ry w 1W r Lu Z O 0 z Lu Q N � cn00-0 WLLJ 0 >Lu 0�0 C.L. 1= 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 WWW.PACE2000HOMES.COM drawing ELEVATION SECTIONS taEvmwe p FO }��UC E CPIIA SOOC UN1"y FOOTING SCHEDULE DETAlL MARK 517E t I v) RetwoRGIlo DESCRIPTION NO. hV2 CONTIN. EXTERIOR MONOLITHIC ONE STORY EI 16"xIB.XWNT. W2 #5 CONTIN. EXTERIOR MONOLITHIC . AT SWPeRA*AR RECESS 5 F2 16"xIB""NT. x12 #5 CONTIN. EXTERIOR MONOLITHIC ONE STORY 450 F-5 I6"x16"xcONT: hV2 #5 GONTIN INTERIOR MONOLITHIC AT DROP SI F-4 16"x16"XCONL W.2 #9 CONTIN, INTERIOR MONOLITHIC 27 F-5 I6"xl6"xCONT. COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION G-i 8x8 BLOCK GONG BLK. NUI RULLY $ROUTED CELL W-#5 VERT. EA. CELL ® 6'-0" O/C, MAX. OR AS LOCATED ON PLANS C 2 6x16 BLOCK CONC. BLOCK W/1 FULLY $ROUTED cELLS NI/I-#5 VERT. EA. DELL 'C-5 Bxl2 BLOCK RINKER T52q OR EQUAL CONC. "O" BLK. M 400 $ROUTED W2-#5 VERT _ G 4 45" IRRESULAR BLOCK RINKER Tgqo OR EQUAL FULLY $ROUTED ko-#5 VERT. EA. CELL 2-0 PERT. X" TIES # 12" o/c $ROUT COLUMN AND BASE TO$ETHER SOLID G 5 11" DIA. BLOCK II AWAY VERIFY W/FLOOR r I W N .fl I I PLAN FOR ACCURACY BEFORE SLAB POUR r , o I II O'-O" FIN. FLOOR SLAB LJ I I v Z LLJ FLOOR SLAB TO BE 4" THICK POURED GONGRETI: ? I — ~ Lu I SLAB WITH FIBERMESH ON b MIL VISQUEEN (OR 6 = Lu P p I EQUAL) VAPOR BARRIER ON GLEAN WELL GOMPAGTER (TO q5%) GLEAN SAND FILL' r I W I �I Cn LLB z - I[SLAN O - ----------- -I _ � Q Vr TEI I I f--- --- —^-4?--., ----- /�� c Ln >- m / / / EXTERIOR CMU WALL NATERPROOFIN& /ram COATING ON . Q WINDOW SILL, JAMBS AND HEAD; SET P.T. WOOD BUCK OVER APPLY AROUND OCMU WATERPROOFING IN CORNER AND URETHANE SEALANT, FASTEN EXTEND b" PER PRODUCT APPROVALS. AROUND FACE OF TH L. O APPLY LIQUID NATERFROOFIN6 5EAL EDGE MEMBRANE OVER THE TOP AND OF P.T. WOOD EXTERIOR PACE OF BUCK AND 51 L. " EUGK TO MASONRY NUMBERS REPRESENT INSTALLATION SEQUENCE INSTALL WINDOW OR DOOR, FASTEN PER PRODUCT APPROVAL AND SEAL WINDON OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING N.T.S. M132" ROOF PLYWOO WIOd NAIL5 ® 4" O/G ALT INSTALL, I11/32 ROOF PLYWOOD. NAIL STRAP MAY BE INSTALLED UP SIDE OF VERT INTO 2x4 5P BLOGKIN (FLATWI5E) x CONT. PER DIAPHRA6M SCHEDULE ROOF 5HEATHIN6 EDGE NAILING LE6 OF TRU55 ALSO . n� msmi�a EN6. AND APPROVED OOD TRD55E5 SEE BLOCK OR MASONRY (SEE PLAN) - " ALONG BLK'6 $ y,'.. II•I minimum PP. WALL SECTION F ACTUAL HEELJA AND APPROVED WOOD TRUSSES SEE COLUMN 54E PLAN. 06-1m AND OVERk4N6 GOND IDNS WALL SECTION FOR ACTUAL HEEL SIMPB0N M6T W/(22)10 nnntmfo - OVERMAN& CONDITIONS 2X P.T. FASTEN TO COLUMN W/ 1/4" TO 6.T. t (1) 50, DIA. 6+"I,co SEE TRUSS CONNEGTO SCHEDULE SELECT Jr —VIA. TAPGDNS ®12" O/G VERT. THREADED ROD ', CONNECTOR BASED O SRACIN6 PLANS INSTALLTRUSS CONNECTOR SCHEDULE „ 5TA6GERED b b MAX. FROM PER. MFR. 5PEGIFIGAT NS CT CONNECTOR SHOWN ON ENDS w' CING PLANS INSTALL PER. MFR. w" r IFIGATIONS SIMPSON HOU4-5D52X-BRACE 8 N EVERYI/4"x2-I/2" TRUSS KU 2 SP ! (2)16d END _ SEE PLAN505. TO POST NAILS, EA. T.O. WALL2x4 T. BLOGKIN& (T16HT TO EA. 55 SIDE) W/ c %'45" dP.A.F 9" L6: ®4" 0/6 x GONT. BLOCK S MAL0NRYCOLUMNSEE PLAN (1)16D 2X P.T. FASTEN TO COLUMN W/ 1/4" HOOD P05T _ SEE PLAN SEE FRAMING PLA L0. WALL DIA. TAPGONS ®12" 0/G VERT. (10)1/4"x 2-I/2" 5D5, MASONRY BOND BEAM I MASONRY BOND BEAM STAGGERED E b" MAX. FROM TO 6126 SEE BEAM SCHEDULE ENDS 6" GMUWALL FASTEN TO END STUD W I6d NAILS AT SIMPSON HOW-5052 t 12" 0/G VERT. E 6" (MAX) FROM ENDS WI) 5120" AD. 2X4 P.T. HOOD BOT. PLATE A s2 S2 S2 CONNECTION DETAIL CONNECTION D TAIL CONNECTION DETAIL 11 M-1 N6, WOOD TRUSSES E P. SECTION SE WALL 12 SEE TYP. WALL SECTION FOR ROOF FOR CTUAL HEEL AND EE SHEATHING E FIN15H O.H. NDITIONS A4 SEE ELEV S) PREFAB TRUSSES -SEE TRUSS PLAN USP N20 TWIST STRAP 8 STRAP O TRUSS T DBL. TOP PLATE CONNECTION DETAIL FAST N KU NAILS PER SEE TRUSS CONNECTOR SCHEDULE SZ 5GHE )ULE AS REOD. OVERHANG D$(AIL PER FRA BEARING WAIL - TYP. WALL BECTION STRAP DBL. TOP PLATE TO 5TUD5 N/51MP5ON 4 ELEV. . NON VENTED HARDI 5PH4 W/(10)IOd x 1-1/2" NAILS. EXTERIOR FRAME o o� 2x6 P.T. BLOCKING ® 61-0" O/C . FASTEN EACH END TO TRUSS W/ 3-I6d.NAILS SIMPSON H&AMIO CLIP N/ (4) I4"x 2-1i4" LON BEAM d (4) 1/4" x 1-1/2" sD.5. SGREN5 TO B x 6'-0" LONG 2x6 BLOGKIN& 0 b'-0" 010 FASTENED TO. TRUSS EA. END K/ (5) 16d TOE NAILS 2x5 BRACE 0/(' Ibd NAILS, EA; END W. WALL SEE PLAN LO 6 TITENS TO GKIN6 revisions no. date designed . AN. drawn PAR checked AN date scale I/4" - P-O" (U.N.0) fob no. P-1q-004 , REV '(TETiP'13EdR[ NO JOSEPH P. McCARTY ARCHITECT, Inc. 900 E. OSCEOLA STRT 772.287.6735 S FLO OF 39. '��I�OJE�' TT C) ZN. . N ry W 2 Z V .'Lu Z �. 0 U)Z0 O.. , LLJor- N Cn Upa0 � _6 Ir O d Q'OOLL m 3lJ1LDER INFO)2tVjl yj' Ns;19111IME', ppL �Aq� (�ylpryrypp R fl M M� 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W WK PACE2000HOM ES. COM O O Cqz fig�A 7'R m9 "ten ,'I drawing FRAMING DETAILS REy,EWLz COpE F sheet ST. `WC, cPL1A S-2 Boca WINDOW SCHEDULE 4 K TYPE STYLE SIZE M.O. D.P.- NOTES W H W H + 001 SH25 SINGLE HUNG 3'-1" 5'-3" 75" 63" 35.14 38.35 W/grids 002 SH25 SINGLE HUNG 3'-1" 5'1 35.14 38.35 W/grids 003 F.G. PICTURE 2'-0" 3'-0" 25" 36" 37.84 41.05 Wgrids 004 SH2864 SINGLE HUNG 2'-8" 6-4" 65" 76l' 1 35.14 38.35 W/grids 005 SH2864 SINGLE HUNG 2'-8" 6'-4" 35.14 38.35 W/grids 006 T.G. SIDELITE TI &1 70.5" 83" 34.43 37.64 007 T.G. SIDELITE 1'-2" 61 70.5" 83" 34.43 37.64 008 T.F. PICTURE 4'1 2'-6" 54" 30" 37.84 50.67 Obs. W/grids 009 SHH36 SINGLE HUNG 2'-2 1/2" .6'1 27.5" 76" 37.84 41.05 Obsc 010 SH26 E SINGLE HUNG 3'-1" 6'1 38" 76" 36.14 39.35 Egress 011 SH26 SINGLE HUNG 3'-1" 6'1 38" 76" 36.14 39.35 012 SH3864 SINGLE HUNG 3'-8" 6'-4" . 45" 76" 136.14 39.35 T.G. 013 SH3864 SINGLE HUNG 3'-8" 6'-4" 45" 76" 136.14 39.35 T.G. 014 SH16 SINGLE HUNG 1'-7" 6'-4" 20" 76" 37.84 41.05 015 SH16 SINGLE HUNG T-7" 6'-4" 20" 76" 37.84 41.05 016 SH36 : SINGLE HUNG 4'1 6'1 54" 76" 35.59 46.17 Egress 017 T.G. PICTURE 4'-0" 2'1 49" 30" 37.84 41.05 Obsc 018 SH26 SINGLE HUNG 3'-1" 6'1 3811 76" 36.14 39.35 : Egress 019 - T.G. PICTURE SHOWER 3'-0" VI 36" 42" - - 020 T.G. TRANSOM 5'-91/2" T-2" 70.5" 15" 37.84 41.05 DOOR SCHEDULE "K STYLE -, DOOR M.O. D.P. NOTES WD HGT W H + 001 SINGLE EXTERIOR 3'-0" 6'-811 70.5" 83" 34.43 37.64 Main egress do not shutter 002 SLIDING,TRIPLE EXTERIOR 12'-0" V-0111 144" 96".1 32:31 35.51 W/lowrise track 003 SINGLE EXTERIOR 2'-8" 6'-8111 37" 83" 1 36.14 39.35 Ext 1-lite 004 OVERHEAD 16'-0" 7'-0" 192" 84" 31.95 138.88 Garage dr 005. SINGLE 2'-8" 6'-811 - - Int solid core w/closer 006 SINGLE 2'-8" 6'-8" - - 007 SINGLE 2'-4" 6'-811 - - 008 SINGLE 2'-8" 6-8" - 009 BIFOLD DOUBLE 6'-011 6'-8" - - 010 SINGLE 2'-811 6-811 011 SINGLE 21-811 6'_8" - 012 BIFOLD DOUBLE 6' 013 POCKET 2'-811 6'-8" 014 DOUBLE 5'-0" 6-811 015 SINGLE SHOWER 2' 0" 6'-811 016 SINGLE' 21411 61-8" 017 ` SINGLE 2'-8"• 614" - 018 BIFOLD 2'-0" 61-811 - BEAM SCHEDULE MARK 5/ZE REINFORGIN6. #3 HOOP5 OR 57lRRUP5 RDfARKS TOP MID BTM BB-1 8xi6 le - - NONE REOV. TYPICAL MASONRY BOND BEAM CONT. UNLESS NOTED OTHERWISE (2) COURSES FILLED L-I Bxb - 1#5 NONE READ. CASTCREB HIGH STRENGTH LINTEL FILLED LINTEL L4 Bxlb 1#5 - I#5 NONE REOD. GA5TCRETE HIGH STRENGTH LINTEL (2) COURSES FILLED L-3 6x22 M - 1#5 NONE REOD. CA5TCRETE H16H STRENGTH LIMM ALL COURSE$ FILLED L-4 ex24 1#5 - Ifs NONE REW, CA5TGRETE H16H 5TMOTH LINTEL (5) COI/R5E5 FILLED L-5 8x2H 10 - 105 NOW REOD. CASTCRETE H16H STRENGTH LINTEL ALL COURSES FILLED 5a'-lo° designed AN 26'-bn' 2Q1_ l drawn PAR z'-z° checked AN _ date 7ilna ------ ------ ---- - scale 1/4"P-O°N.N.o) - _ fob n0. p-1a-004 . REV � I L-2 / 5'1 ,_01 14'1 „ JOSEPH P. MCCARTY 13 2 ARCHITECT, Inc. GL6. 900 E, OSCEOLA STRT \ �-4 _ \ / ---- ��------ ------ I --------- 772.28716735 005 GL6... / I l q'-4" GL6.- / o / I v, 12 q'_41� GL6. / II p f WIN!Pa,A�yita, I_f / / PROJECT �°�,�c� N / i / I 101I GLIB_ -4 GL6/ --\ I I \ / I I . I / q'-4' TO IOI_AO I. a I- I - - coeF cL I Q I ' J 2 II TO A" / LU W 21'-II" T.O. ATE / / \ \ \ I T � a- T.o / - / // // I \\ \ I W Z T.O.BB. / / IIoWU o Io'- "GL6. \�q=4"\ al ® Cl) Z W 0 W J O a. o C 20 \ I �- IY o o U m G I m � � � , \ lo' o° GL6. / ;. b 7x \ \E3UILDER INFORMA T�I"2' �t '' '¢'k t, \ \' �: 001 f,�- i�'{'�.IM`AIt g iNj;?;'lyf iiP kF'xk.'Y ..,; k"y;::. i. 04 10-0" T.D.BE..]1/2_ �4'_D2" '_I II I II I y,I_ u .1/ 4 0 I I II I II I_ II ,_ ua, I 10 r. BBI ♦ a., i q ry 2-a 3- 3 3 3-2 3-1 3 7 2 _ „ ... .. &?, a• - .. ��: � - '� ail"I''�"u.: i �r �yl.'.. 1 ..w r Ir l.: a. Y ... : u. r. I I m n.,r .. :L. ....-. �a, ... b ,. ,.i : .i... 1. n. t is a,. n ,. Pd, sdu .: _... .�. ,. :_. fib. ,..:. :. .,. .s. r....r� .:.:' � r kr ...::.u,1w..�a: �,.,t .. a.,.. �..x i ;;". ..... I�' tk i'a... r?,k : ,,. �.;ip cv I I L-2 4 1233 SE PORT ST. LUCIE BLVD. - - - - - - - - - - - - . N PORT ST LUCIE, FLORIOA 34952 �- - - - - - - - - I 2 - - - - - \� (772) 340-7223 W W W. PACE2000HOMES. COM 101-1 101-8" 1_0 21 4 - q' 6" 6'_OI� 58'-10" I BEAM HEIGHT LEGEND TOP OF BEAM = 10'-0" A.F.F. ...vim ''' ' TOP OF BEAM . q'-4". APP. LOP OF BEAM = 8'-4" A.F.F. EDGE STRIP DEFINED A5 THE LESSER 2 OF LEA57 HORIZONTAL DIMENSION OFWILDIN6 OR 40% OF HEIGHT H BUT NOT LE55 THAN 4% OF LEAST HORIZONTAL DIMENSION OF B'UILDIN6 AND AT LEAST 3 FT. ��\ 1 2 k . T 1 \\ V 1 i------- ------ I' O 2 Q 5U-------- - - - - - - DIAPHRAGM SCHEDULE LOCATION PANE, GRADE PANEL THIGKNE55 FRAMING 5PACIN6 DIAPHR46M NAILING REMARKS DIAPHRAGM ZONE I ZONE 2 ZONE 3 BOUNORIES E06E INTER El 5E INTER. EDGE 'INTER. ROOF APA RATED 5HEA71HIN6 EXPOSURE I, OR EQUAL SPAN RATING 40/20 AI°A RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATIN6 40/20 TO BE OF RINOSNANK VARIET'( UNLESS I4/32" 19/32 NOTED 24" 0/G MAX. 16" O/G. MAX. IOd 6" O/C IOd 4" D/G IOd 6" 0/G IOd . 4" O/G 104 - 6" 0/G IOd 6" O/G IOd IOd lod lod 6" O/C 6" O/G 4° D/G 4° O/G BLOCKED AS SHOM ON PLAN, CORNER STUDS NA 0/G MAX TYPIL ICAL 4"BLOCK FREE ED6E5 EXT.NAIL WA I) ALL NAIlS revisions no. dat designed AN drawn PAR checked AN FW 1= 452 PSF. I ^ I I oTNERwse. date 7/I/14 Z 2 E 5= 503 PSF. O s 1 ----- i 1 _ NOTE: SEE DIAPHRAGM 2 2 SCHEDULE FOR ROOF 2 ZONE NAILING REQUIREMENTS. ROOF ZONE DIAGRAM TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOW 4BLE UPLIFT FERPEND. LOAD (F1) PARALLEL LOAD (F MARK SIMP50N CONNECTOR TRUSS CONG✓TIE-BEAM SINGLE DOUBLE 51NSLE DOUBLE SINGLE DOUBLE PRODUCT OV STRAP STRAP STRAP STRAP STRAP STRAP TG-1 HETA 16 (10) IOd x 1-1/2" 1610 # 2035 # 5400 1225 # 7250 1520 # FL 11473 TO-2 HETA 20 (12)!Od x 1-1/2" 1610 # 2035 #340# 122$ # 725# 1520 # FL 11473 TG-3 HM4KT N) $05 1/4" x I-I/2" (5J TITEN 1/4" x 2-1/4" Sq5 # - 425 # 200 # TG-4 H6AMIOKTA (4) 5051/4" x 1-1/2" (4) TITEN 1/4"x 2-3/4 850 # - 1005 # - FL 11473 NOTES - U ALLOWABLE LOADS ARP RAR nu diu=cnu ArAI n�..... ....�. -. _. __ ........ FL /1473, Ca a 1/4" = I'-O" (U.N.0) job no. P-19-004 . REV N��I7�� JOSEPH P. McCARTY ARCHITECT, Inc. 200 AMP ELEC. PANEL "A° 10,000 AIC RATED CIRC. DESCRIPTION POLE BKR HIRE KVA. I00% 100% KVA. WIRE BKR POLE DE5GRIPTION OIRG. AHU HEAT PUMP #I-- - 2_ 60 b -O --IOA O 0 8 40 2 COMPRESSOR #1 _-2 5 4 . 5 RANGE - 2 50 6 - 12.0 0 O 5.0 10 50 2 DRYER - 6 g q MICROWAVE 1 20 12 1.2 O 0 IS 12 1 WASHER 10 -------------------------------- O O - 43 _IO--2- - J-2; WATER HEATER.-_- 12 13 6ENERAL LI&HTIN6 1 15. 14 050 OT - 14 15_ 6ENERAL L16HTIN6. -I 15' 14 0.50-- O O. 1.0 12 1 6ARBAOEDISPOSAL 16 17 6ENERAL L16HTINO-77 - I IS 14 0.50 0 O 12 12 20 I DISHWASHER lb Iq GENERAL LI6HTIN6 1 15 14 OSO 0 O OS 12 20 1 BATH GPI RECEPT'. - 20 21 GENERAL LI&HTING I IS 14 0.50 O O 0.4 12 20 1 O.H. DOOR OPENER 22 25 GENERAL LIGHTING 1 15 14. OSO O O 1.5 12 20 I SMALL APPLIANCE 24 25 GENERAL LISHTIH6 :. 1 15 14 0.50 O O 1.5 12 ---------------------------- 20 1 SMALL APPLIANCE 26 2-I GENERAL LI6HTIN,S I 15 14 050 O O 0.50 14 15 1 GENERAL LI6HTIN6 2g 2q GENERAL LIGHTING.. I I5 14 030 0 0 030 14 15 1 GENERAL L16HTIN6 50 51 GENERAL LI&HTIN6 L 15 14 050 O 0 S 12 20 IRRIGATION PUMP 32 55 GENERAL LIGHTING 1 15 14 0.50 0 SPARE 34 55 SPARE - SPARE 56 5-1 SPARE - 51-ARE 3g 3q SPARE - SPACE 40 41 SPACE - - - - SPACE 42 5U5-TOTAL - Ig.q 10.0 O 19.6 5U5 TOTAL TOTAL (NO A/G) 54.5 . I5t 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.8 A/O LOAD AT 65% = 6.50 TOTAL = 25.5 x 1000 / 240 _ 111.41 AMPS THIS PANEL N SETS OF (3) #2/0 AW6. THWN JN I-1/2" CONDUIT (OSET OF 0) #2/0 AW6. THWN IN 1-1/22 CONDUIT METER PANEL O DISC PANEL 200A 200 A 2 200A 1 #4 CU. OND. WIRE TO COLD WATER PIPE AND 1-5/W 6DX IO' CU SWPLEMENTAL GROUND ROO AND TO ONE REINFORCEIN6 BAR IN TtE FOUWATION 20'--O° LONG MIN. ELECTRICAL RISER DIAGRAM A.I.C. CALCULATIONS (2 x 40 x 241VU5000 x 240) = 1.75 1/1 + 1.75 = .36 .36 x 26,lg4 = g525.Oq A.I.C. OF SERVICE = g525.Oq A.I.O. RATING OF PANEL = 10,000 revisions no. date designed AN drawn PAR checked AN date -trivia scale I/4" = 1'-0" AND) job no. F-l9-004 . REV Wmim �i np 4 i � a +x: 7 is sr�,G�'a1 !r skw tl lii ` IS�JEv'z ,ill ii�th�'lk . u7r d111�a aiaE -:na it r�, r i� V e• • • Lu 1 Lu Cl UJ ® waW �w N u)oa0 >o�0 a I- ry CD m BUILDER IN FOIIV�I`rr�i,r,,�q ra a as �ke.Y lye all �7 dal�r iry � s2 i it y4l% sib,° 1233 SE PORT ST LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 W W W. PACE2000HOM ES.COM C*J SHEET INFORfvIATIOi�!"{� drawing MECHANICAL PLAN sheet M-1 0 �n Ln v IX Uj C9 a L!J O z 14' 0" a .0 W U W Latch LegElnd 81-411 A. F. F (811 HEEL) 9'-4P1 A. F, F (1 " HEEL) :I CJ " 1 101-0 11 A.F.F (4" H E FL) CJ5� rn ;,,,,.wx,*,nxx�•Fn raz�arswwx,•.os�im�s*:�tstt as�mmyn,.,. 'm.Yh'�x+✓R•.a r,xinsx.� .-+.:v kcw+m";:.. . ;:_. ,.• .., .. ...... .. __.._.--_ ,.-_._- __.—__— _._ _ — `� II 'tom ,;N ' (`7 V til.n CO .h ,oD ;O ,T— iN JC`') Q 3Q NO � _ x; TRUSS END DETAIL ,m m m m juj - ' ,1% 7Z w-rev C'I All!^ \ C1' dii p(1 �T ', ! 'z _... _ . .� ItiC.:.t..1C....Y.:,_.:._s1�.J.G��<G�fw"✓ 4 33' 2" - 1 13' 2" •• .' ( _ z 4XrrWtSVR't .. K#MO;NKkHnYMry.LU J7 Q SQUARE CUT OVERHANG 67 co CC) U� nw sFuJ a;w Lw ;iceul w W :iva U ✓a 71 8" 21' 4 " 6' 0" 59' 10" i -11 2 9 r 1 -- 6' 6" 3' 2 ' 2 2 2 - - - -- - 31' 6" = I- .-1 MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY 11 Begin. For Your Protection Check All WIND LOAD 170 MPH Dimensions And Conditions Prior To *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCL.L: PSF TCDL: 07 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF By Date TOTAL: 37 PSF TOTAL: PSF DURATION: 1.25 DURATION: CA TIOW! NOT ATTEMPT TO EREI JSSES WITHOUT REFERRING " E ENGINEERING DRAWING; Al 31-131 SUMMARY SHEETS. - PERMANENT BRACING MUST I PLACE PRIOR TO LOADR JSSES. lie. 30HEATHIN NGLES, ETC.) _ INTERIOR BEARING WAL ST BE IN PLACE PRIOR TALLING TRUSSES. =ER TO FINAL ENGINEERIC EETS FOR THE FOLLOWING. NUMBER OF GIRDER PLIES Al LING SCHEDULE. SEARING BLOCK REQUIREMENT ;CAB REQUIRED) IF DETA DETAILS I ( Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. TRUSS CONNECTION LIST QTY PRODUCT_ LUS24 17 HTU26 HTU28 HHUS26--2 f-IGUS26-2 HGUS28-2 HGUS28-3 i X) CONN. BY OTHERS BUILDER: PAGE 2000 --- RES: REVEL MODEL:,SOUT ERN CHARM ADDRESS: MOCO LANE -- 'LOT/BLOCK: CITY: FORT PIERCE COUNTY ST LUCIE CO DRAWPwi BY: JL — JOB # : - 1852485 DATE: 07/11M SCALE: NTS 701 S. KINGS HIGHV41AY FORT PIECE, FL 34945 Ph. (772) - 461 5475 i 4" 5ATH EXHAUST 5/4 + 5/e� COFFER 9 eevvE Gor, JAN 13 2020 revisions no. date designed AN drawn PAR checked AN date -7/1711a scale 1/4" = P-O" (U.N.o) job no. P-I4-004 . REV ARCHITECT OF RECORD PROJECT 73 yG L.L Q 2 U z ry z Qz L.LI o O Of J [If N Cf) 0 a p UQ LU U� w O EO d LIJ o O� 0 m BUILDER INFORMATION 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340-7223 W W W. PACE 2000 H O M ES. COM %V VO • V 0 Z ate_ SHEET INFORMATION drawing MECHANICAL PLAN BY St. Lucie County sheet M-1 s-r. Lucie County, Permitting