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HomeMy WebLinkAboutBuilding PlansFile Copy BUILDING DEPARTMENT PRODUCT APiFROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE : SWING DOORS, OVERHEAD DOORS , SLIDING GL-�`g DOORS, FIXED GLASS, WINDOWS , .ND 5K"LIGHTS OPENING METHOD DESIGN aw�.� c�sIGN ACCEPTANCE NO. " gT'[,BCI±MENT PRODUCT MODEL MANUFACTURER GLASS PRESSURES ID GARAGE CLASSIC SE€ PRODUCT APPROVAL +291 +,4 FL 16546.5 O DOOR SERIES CLOPAY N/A SHEET$ PROVIDED -33.1 -38.3 SINGLE HUNG SERIES SE€ PRODUCT APPROVAL +33,1 +55.0 N,O,A, • WINDOW PGT 3/19, I6-0114.06 ® SH-TOO SHEETS PROVIDED -36.1 -55-0 SH-4064 SINGLE HUNG SERIES 3/W, SEA PRODUCT APPROVAL +33,1 +51.3 N,O,A, " C O WINDOW PGT TEMP. SHEETS PROVIDED -36,1 -58.4 16-016 14,0 SH-2&64 5H-100 Ogg, SEE PRODUCT APPROVAL +33. 1 +55.0 N,O,A- SINGLE HUNG SERIES SERIF D O WINDOW PGT 3/16" cH'F%S PROVIDED -36.7 -55.0 16-0114.06 SH-4064 SEE PRCV. CT APPROVAL +35,3 +46.4 N.O,A, • FIXED SERIES 3/16" C)WINDOW PW-120 PGT TEMP, SHEETS PROVIDED SEE PRCI%CT APPROVAL SHEETS PROVIDED -38,2 -48.4 I6-09i29,14 +3311 -36.1 +55.0 -55,0 N.O.A- 16-0714.13 O HORIZ, RLR. WINDOW SERIES PGT 3/16" 405E HR-110 TEMP. gE5 PRODUCT APPROVAL SERIES 3/16" +35,3 -43.5 N,O.A. " O FIXED WINDOW PW-120 PGT TEMP, SHEETS PROVIDED SEE PRODUCT APPROVAL -38.2 -43,8 16-0629.14 SOSO SMOOTH +33.1 +43,8 FL 1341 4 O DOUBLE DOORS STAR THERM-TRU N/A SHEETS PROVIDED PRODUCT APPROVAL SEES -36.7 -43.5 SINGLE HUNG SERIESH10 PGT 3/16" +33.1 +43.8 O sH-4o56 WINDOW PROVIDED SEE PRODUCT APPROVAL -36 7 -43,8 I6-0714,06 FIXED SERIES 3/16" +35,3 +51,3 N-O.A, " O WINDOW PW-120 PGT 055, SHEETS PROVIDED erg PRODUCT APPROVAL SHEETS pROypED _ _ BEES SHEETS ��EDVAL -38.2 -58,4 16-0629,14 {� O HORIz. RLR. WINDOW 5640 W/ARCH SERIES HR-110 PGT 3/16" +33.1 -36.1 +65,3 -101 N,O.A, " 16-0114.13 © RAISED PANEL SINGLE6IDELI�TIESG BENCH MARK SERIES THERM-TRU 3/16" TEMP. +33.1 _36.1 +65.3 -10.1 FL 17540.4 +353 +48.0 N,O,A, " RANSOM SERIES PGT 3/16" $E8 PRODUCT APPROVAL -480 16- 0629.14 M O NR-110 SHEETS PROVIDED -38.2 O HOR IZ. RLR. wl•N�D56w SERIES PGT $E5 PRODUCT APPROVAL +33,1 +43.8 N.O.A. " 16-0114,13 HR-110 3/I6" SHEETS PROVIDED _36,1 wt3,g O ARCH TOP SERIES PGT 3/16" 6E +35.3 +43.8 N,O,A. " 16-06213,14 AR-PW-120 SHEETS PROOVIDEDDVAL -�.2 -43.0 HORIZ. RLR. SERIES 3/16 SEE PRODUCT APPROVAL -33.1 •40.0 N.O.A, • © WINDOW HR-110 PGT SHEETS PROVIDED -36-1 -48•0 16-0114,13 5640 W/ARCH DESIGN PRODUC1 MODEL • MANUFACTURE ATTAT METHOD PRESSURES ACCEPTANCE NO. SEE PRODUCT APPROVAL +65,0 -65.0 NOA' MULLIONS"x 2.15"x .315 TUBE P.G.T. 61-EETS PROVIDED +10,0 -10,0 16-0218.03 SEE PRODJCT APPROVAL +0.0 FL 11698,E ROOF ENGERT SERIES 1101 ENGLERT INC. S++EETS PROVIDED -81,15 JAMES SEE PRODUCT APPROVAL +53,00 NOA SOFFIT 114" HARDISOFFIT HARDIE SHEETS PROVIDED -53,00 11-0406.06 ANE OSMI4IL T O.O " fMIN.) 6E ODUCT APPROVAL +40.00 NOA N AL ZED STEEL M ASTERN nETAL suPPLr yH p -40.00 13-0521,15 A CUSTOM ESSEX 3/2 RIGHT GARAGE FOR: JIM &BETTY )ONES SNEED RD. FORT PIERCE, FL. TILATION PER 2309.i FBC CALCULATE 1$t FLOOR CEILING = 1682.0 SQUARE FEET 1682/150 = 13,0 REQUIRED VENTILATION VENTED WARDISOFFIT = 5 SQ, FT. OF NET FREE VENTILATION F'ER LINEAL FOOT, 25-1 LF VENT WIND VERIFICATION FORM JURISDICTION : ST, LUCIE COUNTY (FORT PIERCE) CODE : FBC 2014 5TH EDITION PROJECT ADDRESS : SNEED ROAD, FORT PIERCE, FL 34982 PROJECT NAME : FACE 2000 ENGINEER : HARVEY KOEHNEN REG. " 32831 TYPE OF CONSTRUCTION : CBS __z_ FRAME - BUILDING DESIGN : ENCLOSED _2�_ OPEN PARTIALLY ENCLOSED_ WIND SPEED (3 SECOND GUST ) : 130 MPH _ 150 MPH_ INTERNAL PRESSURE COEFFICIENT: _-& EXPOSURE : G IMPORTANCE FACTOR I BWLDING CATEGORY MEAN BUILDING HEIGHT : 15' FT, OVERHANG Lr, FT- ROOF PITCH Sz1J2 COMPONENTS AND CLA DING PRESSURES (SEE PRODUCT APPROVAL) ROOF DEAD LOAD (TCOL) . 1.0 PSF SHINGLES TILE- METAL .X ROOF LIVE LOAD (TCLL) = 20.0 PSF 15CLL=10,0 PSF BCDL = 10.0 PSF FLOOR LIVE LOAD (LL) : N/A PSF DEAD LOAD : NIA PSF SHUTTERS : YES NO X IMPACT RESISTANT ASSEMBLY : YES X NO - IADDITIONAL NOTES 1) INTERIOR TO BE'/d' DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 ''/+" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 5/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178. C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMI=NTS. 5) MINIMUM CONCRETE PROTECTION FOR RFINFORCING BARS: FOOTINGS: 3"BEAMS: 1 Ya"SUSPENDED SLABS: 1 Yd' 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICES 10) UNLESS OTHERWISE NOTED, FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 11) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 12) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD @ 6" O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER AND FIELD. 14) BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS (2) OR MORE PLIES UNLESS NOTED. 9R 9E Ca�Cfl� ii �., W1 uJi16 TERMITE TREATMEN I hrUUIRED ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WrrH FBC ENERGY CODE MUST REMAIN ON ALL DOORS ,y,ID WINDOWS UNTIL INSPEC71ONS ARE AppROVEO J� THESE PLANS AND ALL PROPOSED WORK 1Y/ ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT :,PRAY BENECESBARY IN ORDER TO COPAPLY W 'H �TM'�L a` PLICAL"LE CODES:' 0 I it nos -03% ST. LUCIE COUNTY $Ii1d,PTvc,pMSION REVIEWED F0A 'I ti T YCE w WE DATE )PLANS RPM P T INWST VF KEPT ON J 0 B OR NO INSPECTION WILL BE M-ALDE. GENERAL NOTES 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT.. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2011 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 5) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSERVATION R401.3. ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2011 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125-VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MONOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT, 10) PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC REQUIREMENTS. PACE 2000 INC. 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772)340-7223 W W W. PACE2000HOM ES.COM PROJECT '. JIM & BETTY JONES SNEED ROAD FORT PIERCE, FL 34982 A SINGLE FAMILY RESIDENCE MODEL CUSTOM ESSEX 3/2 GARAGE SIDE RIGHT ELECTRICAL SERVICE EXPOSURE 150-C PLAN DIMENSIONS 52'-4"X 74'4" AREA TABULATIONS LIVING AREA 1682.0 SQ. FT. GARAGE 448.0 SQ. FT. REAR PORCH 240.0 SQ. FT. FRONT ENTRY 113,0 SQ. FT. 260.0 SQ. FT. TOTAL FOOTPRINT 2,743.0 SQ. FT COPYRIGHT REMAINS THE PROPERTY OF PACE 2000, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. (SHEETINDEX A100-COVER SHEET A101-FLOOR PLAN A102-FOUNDATION A103-ELEVATIONS A104-HVAC PLAN A105-ELECTRICAL A106-TRUSS PLAN A107-BLOCK PLAN A108-DETAIL PLAN DATE JULY 03, 2017 DRAWN ROBERT C. JUSTICE REVIEWED SCALE AS NOTED REVISIONS TREASURE COAST BUILDING ENGINEERS INC. HARVEY KOEHNEN PE 32813 7205 ELYSE CIRCLE PORT SAINT LUCIE, FL. 34952 PHONE: (772) 466-5509 FAX: (772) 489-3035 EMAIL: HKOEHNEN@TCBEWEB.COM Al 00 L Tlie copy $2'-4 LITILTY SLAB AX COMP. I * CO 4— FINISH FLOOR CLEAN COMPACTED CHEMICALLY TREATED SOIL STUCCO OVER WIRE LATH W/ 11 GA. 2" LONG NAILS w/ 318" DIA. HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. w/ (2) LAYERS 15 # FELT OVER EACH FRAMING MEMBER WE SIMPSON HETA 20 PER CONNECTOR SCHEDULE w/ 9-10d NAILS (PER CONNECTOR SCHEDULE) HOLD TRUSS BACK 5/8" TO ALLOW FOR PLYWOOD (2; COURSE 8" X 8" U-BLOCK LINTEL W/ 145 REBAR CONT. EA. COURSE 16" BLOCK COLUMN wl # 5 BARS IN 3000 PSI CONCRETE, PER PLAN STUCCO FINISH # 5 DOWEL w/ 30" MIN, LAP SPLICE VERTICAL DOWELS FROM FOOTER CSEE FOUNDATION PLAN1 FOR SIZE & SPACTT ING J 4m 0 o D FOR ADDITIONAL INFORMATION SEE TYPICAL WALL SECTION ENTRY / PORCH COLUMN DETAIL NO SCALE PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32" 4 PLY CDX PLYWOOD (SEE NAILING DETAIL) HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO BEAM FOR TRUSSES (PER CONN. SCHEDULE) METAL ROOF OVER 30 # FELT CONT. GALV. MTL DRIP OVER (PT) 1 X 2 2" X 8" PRE -PRIMED SPRUCE FASCIA VENTED HARDIE SOFFIT (PER DETAIL) — STUCCO VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. III VERTICAL DOWELS wl 30" LAP SPLICE FROM FOOTER r SEE FOUNDATION PLANT l FOR SIZE & SPACING ) �0'-0" TOP OF SLAB f' GRADE, 4" ICYNINE ISULATION 1/2" DRYWALL @ CEILING (TYPICAL) (2) COURSE 8" X 8" U-BLOCK LINTEL / 145 REBAR CONT. EA. COURSE W 1"X 2" P.T. FURRING STRIPS @ 16" O.C. ON TOP OF 3/4" RIGID FOIL FACE INSULATION 1/2" DRYWALL (TYPICAL) 8" CONCRETE BLOCKS WOOD BASE BOARDS — CONCRETE SLAB (SEE FOUNDATION PLAN) t ------- - 43 -:--'----a r TYPICAL WALL SECTION NO SCALE (CONCRETE BLOCK/MONOLITHIC TIE -BEAM CONSTRUCTION) 5 kil 1233 SE PORT ST. LUCIE BLVD. PORT ST LUCIE, FLORIDA 34952 (772) 340.7223 W W W.PACE2000HOMES.COM PROJECT `ll%111 JIM & BETTY JONES SNEED ROAD FORT -PIERCE, FL 34982 PLAN INFORMATION,,," A SINGLE FAMILY RESIDENCE MODEL CUSTOM ESSEX 312 GARAGE SIDE RIGHT ELECTRICAL SERVICE EXPOSURE 150-C PLAN DIMENSIONS 52'-4"X 74'4' AREA TABULATIONS LIVING AREA 1682.0 SQ. FT. GARAGE 448.0 SQ. FT REAR PORCH 240.0 SO. FT. FRONT ENTRY 113.0 SQ. FT. 260.0 SQ. FT. TOTAL FOOTPRINT 2,743.0 SQ. FT COPYRIGHT REMAINS THE PROPERTY OF PACE 2000, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. I SHEET INDEX s.} A100-COVER SHEET A101-FLOOR PLAN A102-FOUNDATION A103-ELEVATIONS A104-HVAC PLAN A105-ELECTRICAL A106-TRUSS PLAN A107-BLOCK PLAN A108-DETAIL PLAN SHEET INFORMATION:' DATE APRIL 10, 2017 DRAWN ROBERT C. JUSTICE REVIEWED SCALE AS NOTED REVISIONS ENGINEER OF RECORD TREASURE COAST BUILDING ENGINEERS INC. HARVEY KOEHNEN PE 32813 7205 ELYSE CIRCLE PORT SAINT LUCIE, FL 34952 PHONE: (772) 466-5509 FAX: (772) 489-3035 EMAIL: HKOEHNEN@TCBEWEB.COM SHEET'f ; r�� 521-4" SCALE: 1/4" = 1'-0" 1.) ALL DOWELS AND VERTICAL BARS ARE # 5 2.) #5 DOWELS 44" 10" 3.) ATTACH DOWELS TO FOOTING STEEL 4.) VERTICAL BARS TO EXTEND TO TOP STEEL AND HAVE HOOKS EQUAL TO DOWEL HOOKS. 5.) FILL CELLS AT VERTICAL DOWELS. 6.) GROUT TO BE 3000 PSI AND REBAR TO BE GRADE 60. DOWEL ROD REPAIR NOTES IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM DOWN POUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-3/4" FROM EDGES AND 5" FROM ENDS OF CAP WALLS). REMOVE DUST PER MFG.'S INSTRUCTIONS AND USE TWO PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EITHER HILTI C-100 OR SIMPSON EXPDXY-TIE. GARAGES FLOOR SURFACE 1)GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. I F #5 REBAR o �� II c� r 4 NCO FINISH GRADE ( - \�/ { Q0 SLAB FINISH FLOOR CONCRETE SLAB CV T Z � � 16" (2)#5 MINIMUM CONTINUOUS, (2) # 5 REBAR N 3" COVER MIMIMUM. CONTINUOUS 16" BEARING FOOTING F2 INTERIOR BRIG. FTG. SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" � #5 REBAR Z II 7-5/8" CURB 0 M -4 CONCRETE SLAB FINISH GRADE _ I Z_ CV CONCRETE (2) # 5 MINIMUM CONTINUOUS, 16" 3" COVER MIMIMUM. `!` Y 4" CURB SECTION rJ SCALE: 1/2" = 1'-0" GRADE F= if n #5 REBAR II CURB u ECEc VARIES M 16" I �#5 REBAR M m i-- CONCRETE SLAB MTN i 4, -(2)# 5TINIv1UOUS, 16" 3MINIMU MO (-�6)EXTERIOR STEP r SCALE: 1/2" = V-0" 3 @ SHOWER I r FINISH FLOOR -' 1+- (2) # 5 MINIMUM CONTINUOUS, 3" COVER MIMIMUM. SHOWER/CURB/RECESS SECTION SCALE: 1/2" = V-0" PACE 2000 INCO 1233 SE PORT ST. LUCIE E PORT ST LUCIE, FLORIDA (772) 340-7223 SNEED ROAD FORT PIERCE, FL MODEL CUSTOM GARAGE SIDE ELECTRICAL SERVICE EXPOSURE 312 150-C PLAN DIMENSIONS 52'4%t 74'-4" AREA TABULATIONS LIVING AREA 1682.0 GARAGE 448.0 STORAGE 240.0 FRONT PORCH 113.0 BACK PORCH 260.0 TOTAL FOOTPRINT 2,743.0 COPYRIGHT REMAINS THE PROPER OF PACE 2000, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. A100 - COVER SHEET Al01 -FLOOR PLAN Al02 - FOUNDATION A103 - ELEVATIONS A104 - HVAC PLAN Al05-ELECTRICAL PLAN Al06 - TRUSS PLAN Al07 - BLOCK PLAN A108 - DETAILS DATE APRIL 10, DRAWN ROBERTC. JUt REVIEWED SCALE AS REVISIONS ENGINEERS INC. HARVEY KOEHNEN PE 32831 7205 ELYSE CIRCLE PORT SAINT LUCIE, FL 34952 PHONE: (772) 466-5509 FAX: (772) 489-3035 EMAIL: HKOEHNEN@TCBEWI MAY 0 12017 A102 FT. FT. FT. FT. FT. FT. Ile C6 y 1 8'-O" T.O.W. O'-0" F.F.E. CALCULATE VENTILATION PER 2309.1 FE C CALCULATE let FLOOR CEILING = M 14.0 SQUARE FEET I'B14/150 = 13.0 REQUIRED VENTILATION VENTED HARDISOFFIT . 5 SQ. FT. OF NET FREE VENTILATION PER LINEAL FOOT, 253 LF VENT WIND VERIFICATION FORM JURISDICTION : CI PORT ST. LUCIE CODE : FBC 2001 WIT 09 AMENDMENTS PROJECT ADDRESS : 1841 CYCLE STREET PORT ST. LUCIE, FL 34553 PROJECT NAME : PACE 2 ENGINEER : PARV£Y KOEHNEN R • 32831 TYPE OF CONSTRUCTION : CBS X RAMr BUILDING DESIGN : ENCLOSED O PARTIALLY ENCLOSE WIND SPEED (3 SECOND GUST ) : 130 MPH 140 MPH INTERNAL PRESSURE COEFFICIENT: MCOSURE IMPORTANCE FACTOR I 1111DING CATEGORY. MEAN BUILDING HEIGHT : 1 FT. OVERHANG : 1.5 ROOF PITCH 6 / 12 COMPONENTS AND cw0l5oiNG PRESSURES : (SEE PRODUCT APPR5N, ) ROOF DEAD LO (TCDL) - 1.0 PSF SHINGLES TILE:— ETAL X ROOF LIV AD (TOLL) - 20.0 PSF BCLL=10.0 PSF BGDL • 10.0 PS FLOO E LOAD (LL) : N(A PSF DEAD LOAD : NSA PSF ERS . YES _X.— NO _ IMPACT RESISTANT ASSEMBLY : YES_ NO __el_ 8'-O" GARAGE T.O.B. 0'-0" F.F.E. FIBER GLASS SHINGLES (TYPICAL) 12' 4" HEEL TRUSS 10'-8" TOP OF CONC. BM, ENTRY 9'-4" T.O.B, HOUSE -V-4" T.O.W. BDRM 3 NrO11113 0'-0" F.F.E. 12 6 +33.1 -36.1 `. — —. I. w I .. . . W: L. I LEFT ELEVATION SCALE : 1/4" . 1'-0" Iro'-O" X l'-O" RAISED PANEL METAL INSULATED GARAGE DOOR RIGHT ELEVATION SCALE : 114" = 1'-0" 0'-0" F.F.E.— — — SCALE : 1/4" - 1--0' a35.3 -38.2 a33.1 a35.3 -38.2 +33.1 -36.7 .33.1 -36.1 L— 6" BAND (TYPICAL) AI I MAkInA Tn RC CI nAT CIMIALl ATI In! n _ 8'-0" GARAGE T.O.B. r — — — — 6'-8" T.O,W, GAR. / DEN — --—-—-—-—-—-—-— - — -— FINISH FLOOR 0'-O" PACE 2000 INC* 1233 SE PORT ST. LUCIE BL PORT ST LUCIE, FLORIDA 34 (772) 340-7223 SNEED ROAD FORT PIERCE, FL MODEL CUSTOM GARAGE SIDE ELECTRICAL SERVICE EXPOSURE PLAN DIMENSIONS 5, AREA TABULATIONS LIVING AREA 1682.0 GARAGE 448.0 STORAGE 240.0 FRONT PORCH 113.0 BACK PORCH 260.0 TOTAL FOOTPRINT 2,743.1 COPYRIGHT REMAINS THE PROPE OF PACE 2000, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. Al00 - COVER SHEET Al01 -FLOOR PLAN A102 - FOUNDATION Al03 - ELEVATIONS Al04 - HVAC PLAN Al05 - ELECTRICAL PLAN Al06 - TRUSS PLAN Al07 - BLOCK PLAN Al08 - DETAILS DATE APRIL 10, DRAWN ROBERT C. JU REVIEWED SCALE AS REVISIONS ENGINEERS INC. HARVEY KOEHNEN PE 3283 7205 ELYSE CIRCLE PORT SAINT LUCIE, FL 3495 PHONE: (772) 466-5509 FAX: (772) 489-3035 EMAIL: HKOEHNEN@TCBEV MAY 0 12017 Al 03 0 3/2 RIGHT 150-C 74=4" 'Q. FT. 'Q. FT. 'Q. FT. ;Q. FT. 'Q. FT. SQ. FT. 1-1-1. In :I - � I 200 "EP" 2 I 1 20/a &U. (3) 3/0, # 4, 2" # 4 CU GROUND TIED —TO BUILDING STEEL, CWP AND DRIVEN GROUND ROUND NOTE: USE ALL COPPER WIRE UG SERVICE BY FPL (3) - # 3/0 THW IN 2" C OPTION - "B" ELECTRICAL RISER / DIST. 1101600" ELECTRICAL SYMBOL LEGEND VANITY(` u SWITCH $ THERMOSTAT OO GFIOUTLET Q� 3-WAY SWITCH $3 SD/CO DETECTOR GFI 4-WAY SWITCH $4 EXHAUST FAN ® FLUORESCENT LIGHT DIMMER SWITCH $o DOOR CHIMES PUSH BUTTON © ALARM PAD o GARAGE DOOR OPENER WP-GFI OUTLET wPI SERVICE PANEL 110V OUTLET (p SERVICE METER 1 J CEILING FAN 220V OUTLET LIGHT FIXTURE `l 4-PLEX OUTLET WALL MOUNTED /hr x SWITCHED OUTLET LIGHT FIXTURE HT FIXTURE W%PULL SPECIAL PURPOSE ® SWITCH LPJ CEILING FAN w/LIGHT JUNCTION BOX O RECESSED LIGHT � A/C DISCONNECT E: VAPOR PROOF PHONE OUTLET ❑N RECESSED LIGHT TV OUTLET FLOOD LIGHT FLOOR OUTLET GU E. FAN LIGHT NOTE TO BUILDER: ALL BEDROOM OUTLETS MUST BE ARC FAULT PROTECTION OUTLETS PER NEC 210-12(b) SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NFPA 72 PAC 200 INC* 1233 SE PORT ST. LUCIE E PORT ST LUCIE, FLORIDA (772)340-7223 SNEED ROAD FORT PIERCE, FL MODEL CUSTOM ES 3EX 312 GARAGE SIDE RIGHT ELECTRICAL SERVICE EXPOSURE 150-C PLAN DIMENSIONS 52'-4 X74=4" AREA TABULATIONS LIVING AREA 1682.0 SQ. FT. GARAGE 448.0 SQ. FT. STORAGE 240.0 SQ. FT. FRONT PORCH 113.0 SQ. FT. BACK PORCH 260.0 SQ. FT. TOTAL FOOTPRINT 2,743. SQ. FT. COPYRIGHT REMAINS THE PROP RTY OF PACE 2000, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. A100 - COVER SHEET A101 - FLOOR PLAN Al02 - FOUNDATION A103 - ELEVATIONS A104 - HVAC PLAN A105 - ELECTRICAL PLAN A106 -TRUSS PLAN A107 - BLOCK PLAN A108 - DETAILS DATE APRIL 112017 DRAWN ` ROBERT C. J STICE REVIEWED SCALE A NOTED REVISIONS HARVEY KOEHNEN PE 3 7205 ELYSE CIRCLE PORT SAINT LUCIE, FL 3 PHONE: (772) 466-5509 FAX: (772) 489-3035 EMAIL: HKOEHNENCDTCI A10 52' 4" 12' 4" 27' 8" 12' 4" 17' 1 1 /2" 2' 7" 64 1 /2" 2' 7" wLu w CJ1 CJ1 90 CJ3 CJ3 t` 1 CJ5 CJ I D03 r 10'-0" CLNG N N (V ✓S �t -tea o70m D02 (V 2 PLY Dot o m o o `n M U 1 CV o m m cc o ❑ ❑ =v=o ❑ ❑ ❑ O= C1CJ1 aa M co M Co �' M Z>< N, CJ3 CJ3 26' 4 /8" 11 1 1 L 1112'1117/8" 1cJ CJ5 11' 11 1/4" EJ7 EJ7 it - <_o 2' O" O" iq 30, 0" 2' 0" E.17 T 0" 7' 0" EJ7 N EJ7 ==gJ=7 EJ7 >< EJ7 10'-0' TO 11 0" EJ7 ATT C TO A 10'- " CLNG EJ7 NT ACC 2' co o >< EJ7 rn EJ 7T< EJ7 EJ7 EJ7 1 7/8" 1 ' " EJ EJ7 9'-4" CLNG 9' ' NG EJ7 Nr EJ7 `- v D YE `� n EJ7 10'- " CLN V NT EJ7 rAHCJ5 K02op0'- BRG mw a EJ71O N ❑ S S CJ3 X Ko1 10'-8 CLNG " N 2 PLY > > E01 CJ4 ih C 1 p E0 CJ1 LO SIC y✓? 1-4- 1' 4" Eo rw W W 'w w U U h.✓ S o 7' 11 3/8" 7' 11 3/8" 04 10'-8" BRG TOP OF HEEL E04 @ 12'-4" 8'-0" CLNG E04 E04 a E04 M Cl) ch M CD EO in N E E04 EO EO CJS CJ5 O CJ3 CJ3 CJ1 CJ1 1 U U U "L-u W W W U U U y 13' 4" 6' 6" 112" 21' 4" 10'-0" A. F. F 10'-8" A. F. F CONNECTOR SCHEDULE (Simpson) Date: 4124/2017 Notes: (1) Truss to block connections are manc'A' unless otherwise noted on layout (2) Attach V & MV at each and with mark'X', plus one at center for lengths exceeding 14 feet. j Contractor. PACE 2000 Owner: Mr. & Mrs Jones Truss Mfgr. Tibbetts Lumber Co. LLC Layout Date: 4/6/2017 Engr. Date: 4/1012017 TRUS518RNG QTYCONNECTOi fD PT. RID i FASTENERS CONNECTED LEMENTSj ACTUAL' -I UPLIFT ALLOW I REMARKS UPLIFT I _......_ '��_ HETA 20 i (9) 10- x 1-1 /2 - 1 Ply to Tie Beam ' 1870 8 2 HETA 20 (12) 10d Each - 2 Ply to So no Bham j 2500 X 1 AAT812 J14) 10dx1 1/2" — Truss to Wd. PACI 200( INC. 1233 SE PORT ST. LUCIE BL PORT ST LUCIE, FLORIDA 34 (772)340-7223 SNEED ROAD FORT PIERCE, FL MODEL CUSTOM ES E)(3/2 GARAGE SIDE RIGHT ELECTRICAL SERVICE EXPOSURE 150-C PLAN DIMENSIONS 52=4' X 74'-4" AREA TABULATIONS LIVING AREA 1682.0 GARAGE 448.0 STORAGE 240.0 FRONT PORCH 113.0 BACK PORCH 260.0 TOTAL FOOTPRINT 2,743.( COPYRIGHT REMAINS THE PROPEI OF PACE 2000, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. A100 - COVER SHEET Al01 - FLOOR PLAN A102 - FOUNDATION A103 - ELEVATIONS A104 - HVAC PLAN A105 - ELECTRICAL PLAN Al06 - TRUSS PLAN A107 - BLOCK PLAN A108 - DETAILS DATE APRIL 10, DRAWN ROBERT C. JU REVIEWED SCALE REVISIONS ENGINEERS INC. HARVEY KOEHNEN PE 328: 7205 ELYSE CIRCLE PORT SAINT LUCIE, FL 349 PHONE: (772) 466-5509 FAX: (772) 489-3035 EMAIL: HKOEHNEN(&,TCBE' 14n Kv-ry�� MAY 0 12017 A106 3Q. FT. 'Q. FT. )Q. FT. >Q. FT. )Q. FT. SQ. FT. ail Coloy 0 m L-6 it RECESS SLAB 3-1/2" L-5 BELOW FINISH FLOOR O I O \ / I - — — — — — — — — -( I I I I I I I I I I I I I 1 I I I I I I I I I, I I I I I I I I I — -------- I I I I I I I I - — — — — — — — — - O------ - - - - - y 6 - 0 � ------------- - - - - -- p II I 4A I� II 4 II II I� 0) 411 411 O2'-81/4�� 5 BEAM ELE HEIGHT CI L-� ry L8 \"1 -IB/4" I� C 4'-8 5/16:' " •-------------------- BLOCK & LINTEL PLAN , , SCALE: 1/4" = V-0" , , O' 1 RECESS SLAB 3-1 /2" � BELOW FINISH FLOOR 10'-8" - T.O.B. , 10'-0" - T.O.B./A.F.F. , , 2 9'-4" - T.O.B. 8'-0" T.O.B. 0 cl I Wn. NOTE: BEAM ELEVATION HEIGHT CHANGES OPENING SCHEDULE CASTCRETE LINTEL BETWEEN OPENINGS (CONTRACTOR TO VERIFY) OPENING CODE OPENING TYPE MASONRY OPENING BOTTOM OF BEAM LINTEL LENGTH LINTEL COMPOSITE BEAM SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD 1O 16070 OHG DOOR 192" X 84" 84" 17'-4" 8F17-lB/lT 950 404 O HR 5640 W/ GRILLS 67" X 69" 84" T-6" 8F16-lB/lT 2661 1634 O HR 5656 W/ GRILLS 67" X 87" 108" T-6" 8F16-lB/lT 2661 1634 O3068 DOOR W! 2-12" S.L. DOOR 70"X83" T-6" 8F8-1B/lT 1011 727 4A FIXED RADIUS TRANSOM 70" X 16" 108" 7'-6" 8F20-lB/lT 2205 2102 OWRIL / GRILLS 67"X69" 96" 7'-6" 8F16-lB/lT 2661 1634 OPC4020 OBS. 49" X 25" 96" 5'-10" 8F16-1 B/l T 4360 1700 2093 500 O7 SH-4064 EGRESS 49" X 77" 96" F-10" 8F16-1 B/l T 4360 1700 2093 500 O 6080 FRENCHD DONG ORS 77-1/2"X99" 99" T-6" 8F16-1B/1T 1634 2661 O 32" X 66" FXD./TEMP. 33" X 67" 96" 4'-0" 8F28-1 B/1 T 11809 1600 6627 350 1p HR-4056 TEMP. 49" X 67" 96" 5'-10" 8F16-1 B/lT 4360 1700 2093 500 11 32" X 66" FXD.lTEMP. 33" X 67" 96" 4'-0" 8F28-1 B/l T 11809 1600 6627 350 12 SH-4064 EGRESS 49" X 77" 96" 5'-10" 8F16-lB/lT 4360 1700 2093 5 00 13 SH-2864OBSITEMP 33"X77" 96" 4'-0" 8F28-1B/lT 11809 1600 6627 350 1a SH 4064 EGRESS 49" X 77" 96" F-10" 8F16-1 B/1T 4360 1700 2093 500 L-1 ENTRY OPENING 116" T-6" 8F16-lB/lT 6113 3547 L-2 ENTRY OPENING 116" 91-4" 8F12-lB/lT 1245 680 ENTRY OPENING 116" 914" 8F12-lB/lT 1245 680 L-8 ENTRY OPENING 116" 5'-10" 8F16-lB/lT 4360 2093 L4 L-5 PORCH OPENING 108" 12'-0" 8F16-1 B/1T 1254 723 L-s PORCH OPENING 108" 14'-0" 8F16-lB/lT 1002 559 L-7 PORCH OPENING 108" 13'-4" 8F16-113/1T 1075 606 L-8 PORCH OPENING 108" Y-4" 8F12-lB/lT 1245 680 : FIELD ADDED #5 REBAR @ TOP (MIN. (1) REQUIRED) 1 1/2" CLEAR x 0 C.M.U. _ F Q V¢ z GROUT ro O in FIELD ADDED #5 REBAR @ BOTTOM ? Lo (MIN. (1) REQUIRED) BOTTOM REINFORCING 7 5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED W/ GROUT, U = UNFILLED QUANTITY OF #5 @ r— BOTTOM OF LINTEL CAVITY 8F16-1 B/l T QUANTITY OF #5 REBAR @ TOP NOMINAL WIDTH NOMINAL HEIGHT TYPE DESIGNATION PACE 200011 INC* 1233 SE PORT ST. LUCIE BLN D. PORT ST LUCIE, FLORIDA 342 (772)340-7223 W W W. PACE 2000 H O M ES. C O SNEED ROAD FORT PIERCE, FL i MODEL CUSTOM ES' EX 3/2 GARAGE SIDE RIGHT ELECTRICAL SERVICE EXPOSURE 150-C PLAN DIMENSIONS 52-4 X 74'4" AREA TABULATIONS LIVING AREA 1682.0 SQ. FT. GARAGE 448.0 SQ. FT. STORAGE 240.0 SQ. FT. FRONT PORCH 113.0 SQ. FT. BACK PORCH 260.0 SQ. FT. TOTAL FOOTPRINT Z 743.11 SQ. FT. COPYRIGHT REMAINS THE PROPE ZTY OF PACE 2000, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. Sifff`()JpEx { A100 - COVER SHEET Al01 -FLOOR PLAN A102 - FOUNDATION Al03 - ELEVATIONS Al04 - HVAC PLAN Al05 - ELECTRICAL PLAN Al06 - TRUSS PLAN Al07 - BLOCK PLAN A108 - DETAILS DATE APRIL 1 12017 DRAWN ROBERTC. J1 ISTICE REVIEWED SCALE A 3 NOTED REVISIONS ENGINEERS INC. HARVEY KOEHNEN PE 32831 7205 ELYSE CIRCLE PORT SAINT LUCIE, FL 349 2 PHONE: (772) 466-5509 FAX: (772) 489-3035 EMAIL: HKOEHNEN@TCBE EB.i MAY 0 12017 A107 File Copy C7 z z W d O w O Cr 0 3/16" X 3" TAPCONS @ 12" O.C. (TYPICAL) 5-1/2" REDHEADS w/ 2" DIA. X 1/8" WASHER SAL) (PT) OR 2" X 8" (PT) BUCK (TYPICAL) 3E FINISH FLOOR GARAGE DOOR JAMB ATTACHMENT TO CBS WALL NO SCALE (16'-0' X 8'-0" & 9'-0" X 8'-0" GARAGE DOORS) 1. JAMBS: 2" X 6" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EMBED. TITEN HD W/ MIN. 2" DIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING BLOCKING 2" X 6" P.T. w/ (4) 3/16" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) # 5 CORNER BAR WITH 30" MINIMUM OVERLAP # 5 VERT REINF. IN w FILLED CELL CONTINUOUS Lu TO FOOTINGS. Q CORNER BAR CORNER BAR BLOCK TRANSITION NO SCALE 1/2' DR (WALLS & 1/4" X 3" TAPCONS it O.C. TO R-11 INSULATION - NOTE, PROVIDE SIMPSON SPW4 @TOP & BOTTOM PLATES @ 16' O.C. W/ 10-10d NAILS. # 5 HORIZ REINF. TYP SIMPSON MTS 16 w/14-10d NAILS PER CONNECTOR SCHEDULE DOUBLE 2 XC TOP PLATE PROVIDE (2) 2'XIT YP HEADER W FLITCH PLATE GLUED S NAILED w/10d NAILS @ S' O.C. STAGGERED BOTH S115FS @ DOOR OPENINGS. 2')(4' STUDS M 16'0.C. SPH-0 TOP & BOTTOM EACH STUD P.T. 2'X4" BOTTOM PLATE w/ 1/2- DIA X Ir A.B. @ 24' O.C. OR 5'6' DIA. X 6' REDHEAOS @ 24' O.C. w/ HURRICANE WASHERS. MONOLITHIC FOOTING w/ (2) #5 BARS CONTINUOUS INTERIOR STEP DOWN BEARING WALL SECTION NO SCALE NOTE: INTERIOR BEARING WALL WITHOUT STEP SIMILAR STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) NOTE: WINDOW FRAME SHOULD BE COMPLETELY SEATED ON THE BUCK, IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK FILLED CELL AT JAMB BLOCK (TYPICAL) 1/2" DRYWALL 314" FOIL FACED RIGID INSULATION FASTENED TO BLOCK V X 4" P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 SET WINDOW FRAME BACK 1/2" FROM EDGE OF BLOCK ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL FOR Win Guard 700 SERIES PGT WINDOWS NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRYW/MIN. 1-1/4"EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. —3/4" NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH 3/8" SILL AS MANUFACTURED BY CAST-CRETE (OR EQUAL) — 1-3/8" PRECAST CONCRETE WINDOW SILL DETAIL NO SCALE STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYPICAL) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 144 ) , 1"X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM APPLY PERIMETER SEALANT CAULK - V X P. T. WOOD BUCK WITH SEALANT PER BETWEEN BUCK & WINDOW FRAME WATERPROOFING NOTE #4 AND ANCHORED (SEE WATERPROOFING NOTE # 5) TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO 1 x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SLIDING GLASS DOOR BUCK DETAIL NO SALE WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRED) 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. FiiIIKK°ZBA LIq�Y��PIF9:l CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) EXTERIOR DOOR BUCK DETAIL NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BUCK INTO MASONRY W/ MIN. 1-1/4" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3. BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. NOTE: - FILLED CELL AT JAMB BLOCK (TYPICAL) 1/2" DRYWALL 3/4" FOIL FACED RIGID INSULATION FASTENED TO BLOCK -2" X 4" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS @ 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: ALTERNATE BUCK 2" X 6" OR 2" X 8" P. T. W/ 3/16" TAPCONS 1-1/4"MIN. EMB. 4/12"0.C. W/ # 10 SCREWS, PER PRODUCTAPPROVAL. WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA / AMA 200-9. CONTRACTOR SHALL SUBMIT FMMA/AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1/2" DRYWALL STUCCO CEMENT CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) PACE 2000 INC. 1233 SE PORT ST. LUCIE BLVE PORT ST LUCIE, FLORIDA 3495 (772)340-7223 W W W.PACE2000 HOM ES.COM JIM & BETTY JONES SNEED ROAD FORT PIERCE, FL 3491 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER A SINGLE FAMILY RESIDENCE CORROSION RESISTANT FLASHING PER WATERPROOFING MODEL CUSTOM ESS 3/2 (NOTE # 2) GARAGE SIDE RIGHT CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) ELECTRICAL SERVICE CMU WATER RESISTANT COATING EXPOSURE i 50-C _ (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED PLAN DIMENSIONS 52'4"X 4'-4" STUCCO OR DECORATIVE CEMENTITIOUS COATING AREA TABULATIONS s" C.M.U. LIVING AREA 1682.0 Si. FT. GARAGE 448.0 S . FT, 3!4" FURRING TO MASONRY WALL STORAGE 240.0 S . FT. FRONT PORCH 113.0 S . FT. BACK PORCH 260.0 S . FT. TOTAL FOOTPRINT Z743.0 Q. FT. FILLED CELL AT JAMB BLOCK COPYRIGHT REMAINS THE PROPER (TYPICAL) OF PACE 2000, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE 112"DRYWALL OVER SCALED DIMENSIONS, - °�- -°- CONTRACTOR SHALL VERIFY 4. -3/4" FOIL FACED RIGID INSULATION FASTENED TO BLOCK ALL DIMENSIONS ON SITE. 4, V X 4" P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS. If ° -- NOTE: WINDOW FRAME SHOULD BE COMPLETELY SEATED ON THE BUCK, IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-112" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WINDOW HEADER AND JAMBS TYPICAL BUCK DETAIL FOR 200 SERIES PGT WINDOWS NO SCALE NOTE: TAPCONS TO BE INSTALLED THRU BLCK INTO MASONRY W/ MIN. 1-114" EMBEDMENT PER PRODUCT APPROVAL PER FBC 1715.5.4.3 BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. Al00 - COVER SHEET Al01 -FLOOR PLAN A102 - FOUNDATION Al03 - ELEVATIONS Al04 - HVAC PLAN A105-ELECTRICAL PLAN A106 - TRUSS PLAN A107 - BLOCK PLAN A108 - DETAILS DATE APRIL 10, DRAWN ROBERTC. JUt REVIEWED SCALE AS REVISIONS ENGINEERS INC. HARVEY KOEHNEN PE 32831 7205 ELYSE CIRCLE PORT SAINT LUCIE, FL 34952 PHONE: (772) 466-5509 FAX: (772) 489-3035 EMAIL: HKOEHNENCcD.TCBEWI MAY 0 12017 A108 7 st 52' 4" 12' 4" i 27' 811 121411 17' 1 1 /2" 2' 7" i 64 1 /2" i 2' 7" 10'-0" GLNG o �. O OfD ---<-- .._ — __ iv 2 PLY D01 1 o 00 03 0 ca o r; .. fCV ( � �WrDmLE L � T/X�" a ¢ ,<< . ` K 26' 4 /8" \ //12' 1 7/8 '✓ \\ / `-- �( / v />v K<<I b0" \2' 0" ' / \ `fix P\On �_III. \ N \1 �< \ J) K<< a/ v I� \X I12' 0" — \\�\ /< >\ EJ7 I I:I CJ3 O N� v N / \ / 20` \ a 07 / I U/// >\ o / \\ /1 K\\\ �\\\ �\\\ A\y EJ7 y �_ X //x'�\.--.. // \\ - EJ7I —=EJ7I >\ /\ �\ U\\�l EJ7 - � DRY\ V�-AT \ \\ j/ \\ EJ7 A C \ m to , 10'-811 BRIG ! / o \ / o \ N N/ o \ // \\ /I EJ71 Tee 12 PLY Eo1 X �r Hatch Legend I—� 9 9 9'-4" A.F.F �l _F �� T JJ� J 10 0 A.F.F � �. /i 1 '- " A F Truss Layout Reviewed & Approved V w tl,l �i1t, Ji inn LUMUL FIi 2820 Kirby Cir. NE, Palm Bay, FI. 32905 Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803 —'r Signature of this document acknowedges that the client has reviewed this truss placement diagram in its entirety and is in agreement with the following Items. including but not limited to A.) The clientis responsible to verify the accuracy of Information submitted for use in design fabrication, and scheduling, Any labor,material, or time delay incurred from inadequate or ncorrect Information supplied from the client will be at the client's expense. g.) Design Criteria: The client acknowledges that the buss design criteria noted on this truss placement diagram reacts or exceeds the design criteria specified by the building designer, engineer of record, and local and state building requirements. C.) fabrication and Delivery; One approved truss placement diagram must be returned to the truss. manufacturer before fabrication and delivery will be scheduled. It is the client's responsibility to coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for delivery, which must be accessible, level, and clearof material and debris, in Imo of this, busses will be deliveredin the best available location at our driver's discretion. Care and handling of the trusses J following dlluer is the res nsibilt of the client. g Y Po Y Q > a) Installation &Bracing. BCS12Wg(Building ComponiSfety Information)WTCA Irpi Wguidelines shall be followed when handling Installing and drai6[usses. Temporaryand/or dpermanent bracing and blocking is not included in the truss package. Trusses shall be braced to a prevent rotation and provide lateral stability in aceorda nice with the requirements specified in the Zconstruction documents for the building and on the individual truss design drawings, The overall W stability of the truss system is the responsibility of the building designer. J r1 E.) Field Framing: 1.) Tray ceilings and other ceiling transitions may require field framing by others. 2.) Ceiling drops and valleys not shown are to be field framed by others. 3) Overhangs may be over length cutto fit infield. Overhangs are 2i14 or 2x6 no blocking is applied. Comer lacks will be square cut and hip jacks will bedouble beveled. F.) Repalis: Truss related problems are to be reported to the truss manufacturer ASAP, preferably inwriting. DO NOT CUT ANY TRUSSES before contacting the truss manufacturer with specifics of the problem. Any field modifications made without an engineered repair drawing willbe the responsibility of the client No back charges or crane charges of any kindwill be accpeted, unless sp¢mfically approved in writing by the truss manufacturer's management G.) This Truss Placement diagram was not created by an engineer, rather by Tibbetts Lumber Co. LLCstaff and is purely to be used asan Installation guide and doesnot require a said. Trussdeisgn analysis are on the Truss Design Drawings which maybe sealed by the Truss Design Engineer. iiiiiiiiiN FLOOR Load, Roof Load; 65# psf, 40 TCLL, 20 TOOL, 00 BCLL 05 BCDL; our: L00 37# psf; 20 TCLL, 07 TCDL, 00 BCLL, 10 SCOL', our: 1.25 Design checked for 10 psf non -concurrent ILL.on BC. Desi n checked for 10 oaf non -concurrent LL on BC. Mitek Engineering Exposure : B Building Code : FBC 2014 Mean Hgt. : 15 ASCE 7-10 RISK CAT. : II TPI 1-2007 Importance Factor : 1.0 Truss Design C & C Enclosure Enclosed Ix F Uplift Calc. : MWFRS Entry : Exposed to wind U Wind Speed : 160 mph US Lanai : Exposed to wind Z ROOF CRITERIA FLOOR CRITERIA rn T.C. Pitch 6/12 O J B.C. Pitch N/A Depth N/A cal T C Size 2x4 Spacing N/A > Heel Hgt. 2x4 ~ Bearing VARIES Cantilever Vapor barrier between floor & concrete by others. Floor trusses held back.3i4 at exterior walls, Overhang V-6 1/2" block & fill by others, Blocking for vertical load transfer by others. Odd space floor trusses around plumbing as noted Spacing 24" o.c. TYP. RE PING THD26 UNLESS NOTED TYP. Fli HANGER THD46 UNLESS NOTED A TH026 = 13 -Qty M THD46 B THD26-2 N THD48 C THDH26-2 O THDH48 W z D THDH26-3 P THDH410 z 0 U E THD28 Q F SKH26 L/R X CONNECTION BY OTHERS G Install hangers per manufacturers guidelines, All connectors and tie downs other than truss to girder truss are to be specified and supplied by others. Approved by: HAWaY e.. K089M Profcvst gpg�yl e a Desired delivery date: Pot St. Lude, FL 3491 a Fax (772) 489WW E Approval Date: G UTruss Layout Reviewed to l� 2 & Approved Reaction Uplift Reaction Uplift Reaction Uplift 1 xx xx 7 xx xx 13 xx xx 2 xx xx 8 xx xx 14 xx xx 3 xx xx 4 9 xx xx 1 xx xx a 4 xx xx `. 10 xx xx 16 xx xx rn 5 xx xx 11 xx xx 17 xx xx LL 6 xx xx h 12 xx xx ?8 xx xx a Only points listed above have reaction > 5000 or Uplift > 1000 Values shown on sealed design drawings supersede the above. X X X X N W F X Z Z X x X X Client : PACE_ 2000 Z W Project : JONES RES J Address: SNEED ROAD - FORT PIECE - ST LUCIE CO W Date : 04/06/17 Designer: JL Project: #504155 File Co y, N 02'05'31" W 79,15' FD. ='.R.M. ,I 50.0 ' _ J(PLA T) I LEGEND: P. = PLAT M. = MEASURED C. = CALCULATED D. = DESCRIPTION I.R.& C. = IRON ROD AND CAP W.C. = WITNESS CORNER C.M. = CONCRETE MONUMENT ml I.P. = IRON PIPE p N. & D. = NAIL AND DISK P.P. = POWER POLE L.P. = LIGHT POLE O.H.W. = OVERHEAD WIRES ASPH. = ASPHALT PAVEMENT A F.P.L. = FLORIDA POWER AND LIGHT 0 I FD. = FOUND p P.C. = POINT OF CURVE P.T. = POINT OF TANGENCY P.C.C. = POINT OF COMPOUND CURVE P.R.C. = POINT OF REVERSE CURVE P.O.B. = POINT OG BEGINNING P.O.C. = POINT OF COMMENCEMENT C/L = CENTERLINE R/W/ = RIGHT OF WAY No P.R.M. = PERMANENT REFERENCE MON. P.C.P. = PERMANENT CONTROL POINT n CA = CENTRAL ANGLE (DELTA ANGLE) TYP. = TYPICAL CONC. = CONCRETE SB = SET BACK R = RADIUS I 50.00' I 3 O_n C" 03 W O Ln J J to O 0 A II (O Ln 50.00'' C.A.M. DECEMBER 2016 4707 SOUTH RIGHT OF WAY LINE OF NOR111 ST. LUCIE RIVER WATER MANAGEMENT DISTRICT CANAL NO. 65 (90' RIGHT OF WAY) 25' DRAINAGE S 89'42'2F EASEMENT - 562.10' SB h ry0Y } O r'p [}Nry O FD. 776.03' ry �" ° }"�Li }ti" (LB4& C. 942) O „07 ry 4 HIGH WOODEN BOARD FENCE (TYP.) Ln F bo W 00 00 I 40 0 40 80 m /DD RADID '� 00 � h �• n h 3 .4h PROPOSEDWEL COVE ED 1540 SF+ AVAILABLE Scale 1 " = 40 PORC - FOR O.S.D.S. INSTALLATION 27.87' 157.90' o SB t 29.50• 1 .33' 10' 52.33' "PROPOSED" 1 STORY RE . N 5' aa DRAT FlELPI:l 51 AREA } Eli F.E.M.A. F.I.R.M. PANEL NOT PRINTED FOR THIS AREA. SURVEYOR'S INTERPRETATION IS THAT THIS PARCEL LYS IN FLOOD ZONE " X ", A NON- HAZARD DESIGNATION. 120 FI6501117, �a PAD SITE BENCHMARK # 1� 13,33' rn NAIL IN FENCE POST ? 19. LABELED ELEVATION w — — — — - 2l3.00' N.A.V.D. DESCRIPTION : (SUPPLIED BY CLIENT ) COVERED ENTRY 18•X25' — — — I I LOT ONE OF "SOUTHERN STAR STABLES SUBDIVISION", ACCORDING TO THE PLAT .THEREOF AS RECORDED IN PLAT BOOK 53, PAGES 24 AND 25 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 21.33' � I �> SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. ---� B I " CONC. +^ WALK I I I I� LOCATION MAP Ip SOLITHERN STAR 5TABLES SUBDIVISION 35 Ek 5I I a SU60/V90N LYING IN SECNGN I5. MWNSRP 35 SOUTH, PANGE \ SECTON 15 .Sr V:cK ttWNm, noawn :$ a SECTION UNE UNPLATTED LANDS � $ Q � rI = I I O O rFT lill ,.nr S�%n .... g m •{I +, I co 3[ - JyyJ1 .,�.� DO I h a , , O N r. ° I d9g@ WI .i I mil li Y }ry^ I I ,L{,Z 4 > — $e I` -I I --- -==-array=-- .a.r-- --jI -,I'- e }ny I I rnF,^y II 1 III 1:�� jl m i �•a `�` ' I I I 1,1 I III fxr , j'I - I 1 '; III III I; ;it I ID I .'� NPLATtED LANDS \\ \\ I \ SURVEYOR'S NOTES: \ 1.) ELEVATIONS DEPICTED ON THIS DRAWING ARE BASED ON NORTH AMERICAN VERTICAL DATUM \ \ I OF 1988, MORE SPECIFICALLY ST. LUCIE COUNTY BENCHMARK SN3-05, ELEVATION = 22.360' \ 1 2.) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY I I - IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY. (F.A.C. 5J-17). 3.) NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSE[ SURVEYOR AND MAPPER. (F.A.C. 5J-17) ELECTRONIC DATA IS TRANSMITTED FOR YOUR CONVENIENCE -,AND IS THE SOLE PROPERTY OF C.A. MITCHELL- AND ASSOCIATES, INC. BY ACCEPTING DELIVERY HEREOF, THE RECIPIENT HEREBY AGREES TO INDEMNIFY AND HOLD C.A, MITCHELL AND ASSOCIATES, INC., HARMLESS FROM ANY LIABILITY RESULTING FROM THE USE OF THIS DATA. ELECTRONIC DATA IS SUBJECT TO CHANGE AND COORDINATION OF UPDATES 1S THE RESPONSIBIL+TY OF THE RECIPIENT. INFORMATION CONTAINED ON THE DIGITAL COPY OF ANY DRAWING IS NEITHER CERTIFIED BY C.A. MITCHELL AND ASSOCIATES, INC., NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED SURVEY, DRAWINGS OR DOCUMENTS. THE ONLY OFFICIAL DEPICTION OF THIS INFOPATION IS THE ORIGINAL GRAPHIC DRAWING ON FILE IN OUR OFFICE OR A VALID SIGNED AND SEALED COPY. UNDER NO CIRCUMTANCES WILL I FD.I.R. C. ANY OTHER GRAPHIC OR DIGITAL FORM OF THIS INFORMATION SUPERCEDE IT. I (LB4942 1 1 \ I R=72.00' }� SITE BENCHMARK # 2 }^ }ry NAIL AND TIN TAB IN += CAROAD ELEVATION = 22.11' (N.A.V.D.) 4' HIGH WOODEN BOARD FENCE (TYP.) =10, DRAINAGE & _UTILITY EASEMENT —may — S 89'50'59"W 690.10' + } 24' ASPH. —.•• — SOUTHERN STAR DRIVE (60' R/W)� es % T —} _ —c7'L-- - — — — N 89'50'59"E 770.00' -- (BASE OF BEARINGS) (PLAT) �p sloes —=�—_• co sIDE k ZNG, I h EXIstifflAW }ry PAVED-EMP PER ORIGINAL FD OEV. PLAN I.R.& C — (LB4942) FD. P.C.P. ARC=69.69' }� CA=55'27'29" SITE BENCHMARK # 3 CONCRETE MONUMENT (P.C.P.) ELEVATION = 23,28' la 7s.sD' CA=55'2P'29" _ C.A. MITCHELL AND ASSOCIATES, INC. STATE CERTIFICATE OF AUTHORIZATION NO. LB4276 / SLAND \ _(ESTABLISHED 1985) _ PROJECT ED BY: M.E. REVISIONS PROPOSED RESIDENCE, SEPTIC, WELL & PARTIAL TOPO. 4/27/17 C.A. MITCHELL AND ASSOCIATES, INC. 4707 PROPOSED DRIVEWAY 6/7/17 C.A.M. LAND SURVEYOR'S * MAPPERS * GEOMATIC CONSULTANTS LOT ONE OF SOUTHERN STAR STABLES SUBDIVISION ST. LUCIE COUNTY, FLORIDA. (File name: C: \EPSA\,4707 759 S.W. SOUTH MACEDO BOULEVARD, PORT ST. LUCIE, FLORIDA 34983 772-878-7547 DECEMBER 1, 2016 CLINTON A. MITCHELL, R.L.S. REGISTERED LAND SURVEYOR AND MAPPER_ FLORIDA REGISTRATION NO. LS3541 (SINCE 1982) SHT. NMIE SHT. NO. BOUNDARY AND ONE TOP,)GRAPHIC SURVEY oNE 4707 SOUTH RIGHT OF WAY LINE OF NORTH ST. LUCIE N 02"05'31" RIVER EOFMWAY) EMENT DISTRICT CANAL NO. 65 W (90' RIGHT 79.15' I FD. P.R.M. 50.0 ' (PLAT) S 89*42'2$"EryV / 25' DRAINAGE EASEMENT _ }ry° 50.00, A � I � I 0 I 562.10' SB LEGEND: P. = PLAT I M. = MEASURED }° C. = CALCULATED D. = DESCRIPTION I.R.& C. = IRON ROD AND CAP (A W.C. = WITNESS CORNER mI C.M. = CONCRETE MONUMENT I.P. = IRON PIPE m N. & D. = NAIL AND DISK P.P. = POWER POLE L.P. = LIGHT POLE O.H.W. = OVERHEAD WIRES ASPH. - ASPHALT PAVEMENT X D F.P.L. - FLORIDA POWER AND LIGHT FD. = FOUND D P.C. = POINT OF CURVE P.T. = POINT OF TANGENCY co P.C.C. = POINT OF COMPOUND CURVE P.R.C. = POINT OF REVERSE CURVE 50.00' P.O.B. = POINT OG BEGINNING — — — }ry. P.O.C. = POINT OF COMMENCEMENT CA = CENTERLINE R/W/ = RIGHT OF WAY ro P.R.M. PERMANENT REFERENCE MON. CL P.C.P. = PERMANENT CONTROL POINT CA = CENTRAL ANGLE (DELTA ANGLE) D I '0 rU p TYP. = TYPICAL _ v CONC. = CONCRETE SB = SET BACK y R = RADIUS 0 zo > > C5 C5 Y m I D mI K m z I �Y I }ry L4 776.03' ti titi p ry� ry7 - k a 4 ' HIGH WOODEN BOARD FENCE (TYP.) — FD. a I.R.& C. (LB4942) ]File COPY MAY 1 u 2017 PER.MiTTiNG St. Lucie County, FL F.E.M.A. F.I.R.M. PANEL NOT PRINTED FOR THIS AREA. SURVEYOR'S INTERPRETATION IS THAT THIS PARCEL LYS IN FLOOD ZONE " X ", A NON- HAZARD DESIGNATION. M 00 u) 100,bo a a AD/USa 00kn 40 0 40 so 120 }`Y POSED _ T-1 x- — WELL h^. ^ A `V COVE PORC CII AVAILABLE FOR I FOR O.S..S.D.S. INSTALLATION Scale � 1Y — 4 U ' zzST' 157.90' FLAA 1„ ,A. Lucie County SB Environmental Health 29.50' 1 33, 10' 52.33' u"PROPOSED" 1 STORY R FIN.FI_.EL.= m f!t 5' DRAI IELPy n'a AREA } 5, N Sife P1w Approved for Construction SupemedlesAN Previous Site Plans for 0STDS1166 ,sF--17S 9Ng & Well # 6.5011.n 13.33' P 0 PAD SITE BENCHMARK # 1 NAIL IN FENCE POST �Y�'s/7 ! 19 LABELED ELEVATION = Reviews COVERED ENTRY 0 23.00' N.A.V.D. DESCRIPTION : (SUPPLIED BY CLIEINT ) 16'CONC. DRIVE I LOT ONE OF "SOUTHERN STAR STABLES SUBDIVISION", ACCORDING TO THE PLAT THEREOF AS RECORDED 21.33' 157.90' IN PLAT BOOK 53, PAGES 24 AND, 25 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, 4' SB ^ SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. }' CONC. }� Neo }�" } }" WALK I I 4V SITE BENCHMARK # 2 }ti. NAIL AND TIN TAB IN += CA ROAD ELEVATION = 22.11' (N.A.V.D.) 4' HIGH WOODEN BOARD FENCE (TYP.) ED v (o _ _10_ DRAINAGE & UTILITY EASEMENT---,,,,, — Nc>— ----------------- , o I S 89050'59"W 690.10' o . 50.00'FD.P.C.P, — — 24' ASPH. SOUTHERN STAR ryti" DRIVE (60' R/W) N 89'50'59"E 770.00' C.A.M. DECEMBER 2016 4707 (BASE OF BEARINGS) (PLAT) LOCATION MAP - ! SOUTHERN STAR STABLES SUBOIIASION Sf I A SUBOMSION LYING M SECTION 15, TOWNSHIP 35 SCUM, R GE Ja EA iq SEsT, ,txtt rouem, YeaeAa 1/4 SCTCECN TIO15 N LINE UNPLATtED LANDS si Nam Mvf 917 a iI 1� 1n Cn 00 Cn %9 m ry lIIII I 11m I I - -_ y-.,-t - -sw- - =- -•..��e PI rr Lw 7II pF. .a _ __ Ji C Ln21 ft cli • m ` 1 it^ 1 I: " m D M N^ }ry m a M }ry Z SURVEYOR'S NOTES:, 1.) ELEVATIONS DEPICTED ON THIS DRAWING ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988, MORE SPECIFICALLY ST. LUCIE COUNTY BENCHMARK SN3-05, ELEVATION = 22.360' 2:) ADDITIONS OR DIELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SGNING PARTY IS PROHIBITED VMTHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY. (F.A.C, 5J-17). 3.) NOT VALID WITHIOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. (F.A.C. 5J-17) mono ELECTRONIC DATA IS TRANSMITTED FOR YOUR CONVENIENCE,AND �"�- , IS THE. SOLE PROPERTY OF C.A. MITCHELL AND ASSOCIATES, INC. BY ACCEPTING DELIVERY HEREOF, THE RECIPIENT HEREBY AGREES TO INDEMNIFY AND HOLD CA MITCHELL AND A S,SOCIATES, INC., HARMLESS FROM ANY LIABILITY RESULTING FROM THE USE' OF THIS DATA. ELECTRONIC DATA IS SUBJECT TO CHANGE AND COORDINATION OF UPDATES IS THE RESPONSIBILITY OF THE RECIPIENT. INFORMATION CONTAINED ON THE DIGITAL COPY OF ANY DRAWING IS NEITHER CERTIFIED BY C.A. MITCHELL AND ASSOCIATES, INC., NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED SURVEY, DRAWINGS OR DOCUMENTS, THE,ONLY OFFICIAL DEPICTION OF THIS INFORMATION . FD.I.R. C. IS THE ORIGINAL GRAPHIC DRAWING ON FILE IN OUR OFFICE OR A (LB4942 VALID SIGNED AND SEALED COPY. UNDER NO CIRCUMTANCES WILL R-72,00' ANY OTHER GRAPHIC OR DIGITAL FORM.OF THIS INFORMATION SUP}^ T. N o ARC=69.69' CA=55'27'29" I.R.& CL It SITE BENCHMARK # 3 (LB4942) / CONCRETE MONUMENT (P_IC,p,) ELEVATION = 23.28' — In FD. P.C.P. �`\� 79.' m BY. M.E. MMM PROPOSED RESIDENCE, SEPTIC, WELL a PARTIAL TOPO. 4/27/17 C.A. MITCHELL AND ASSOCIATES, INC. mar t1lD- 4707 LAND SURVEYOR'S * MAPPERS * GEOMATIC CONSULTANTS LOT ONE OF SOUTHERN STAR STABLES SUBDIVISION File name: C:\EPSA\4707 759 S.W. SOUTH MACEDO BOULEVARD, PORT ST. LUCIE, FLORIDA ST. LUCIE COUNTY, FLORIDA. 34983 772-878-7547 C.A. MITCHELL AND ASSOCIATES, INC. STATE CERTIFICATE OF AUTHORIZATION NO. LB4276 (ESTABLISHED 1985) DECEMBER 1, 2016 CLINTON A. MITCHELL, R.L.S. REGIISTERED LAND SURVEYOR AND MAPPER FLOIRIDA REGISTRATION NO. LS3541 (SINCE 1982) . NAME sw. W. BOUNDARY AND ONE TOPOGRAPHIC SURVEY OF ONE 4707 File Copy 4'—VII611 4'-0" 9'-11 11/161, 21-411 i O SW-4064 EGRESS 1 61_311 V-3 3/16" 2'--V tl4V2ll 2�_�Il --1 " X8 BLKi. COLUM FORC HI 121-s" '4' CLG. HR-4056 TEMP. V1 6080 FR. PRS, il'-Ilia° K _ ———— — — — — — -A 26'-4% I 1�' ------- f BDRM 03 ! I I I - 9i��1 CLG. 1-0"I 1�_ 11 9'_311 I 1'1I -4 I RA IIJS TOP LIVING IISLAN `t I lb' " TO 1111-0"TRAY CI-60 6' 12 4 I i;oI E36P. I 2868 BAT NI4yN. 22-1, -' 36" I Ott• - - - - - - - - -1 1 TUB/ - CO e A IC,C S k_ ---------'� 4 0 0 8'-21 11 TIL V Z515 ii o'-01 9/loll N HOSE BIBB DRM *3 9'-411 CLG , HR-5640 EGRESS COL, W1 ARC44 � a Q � II 2068 I 1 30" ISED PANEL 2-12" S.L. TEMP. GL. . TRANS. A6_ CV1 HR-5656 COL. W/ ARCH gN 11 1' 11 " NOOK 10'-0" CLIS. 4'-roll 3'-4 S1--4064 HOSE BIBB EGRESS t 12'-IVI MSTR, BDR 9'-4" CLG. --; c� z Q• M a> ° �" C ° KIT H 3,�11 6,_8„ 10,-0"- Ale CL 2'-lZbu = D 2068 RE y Es.F. R 4 S mz---------- ------- PKT. DR 0 i xy-;�{PP N STORAGE 9'4' CLG, 10�4" 20'-0�411 28688G /?" 5 rk 200 AMP i re N ELECT. PANEL ----• •------------ 22" X 54" ATTIC ACC. Q $ELF PULL DN. STAIRS , m , ------- O MINUrEF/RE ------------' LL RATED DOOR i , 3 ; ' ' O 3 , m , p g (K , w Q U' z O 9 -8" CLCs. X 0 , ------------- ------- HR-5640 HOSE BIBS+ OL. W/ ARCH 11-101/211 �'-�" I'-IOV2" 32'-411 N A* N UTILITY SLAB A/C COMP. t�- STUCCO OVER WIRE LATH w/ 11 GA. 2" LONG NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8- METAL RIB LATH @ 6" O.C. w/ (2) LAYERS 15 # FELT OVER EACH FRAMING MEMBER SIMPSON HETA 20 PER CONNECTOR SCHEDULE w/ 9-10d NAILS (PER CONNECTOR SCHEDULE) 12 �6 PRCE HOLD TRUSS BACK 5/8" TO ALLOW FOR PLYWOOD (2) COURSE 8" X 8" U-BLOCK LINTEL W/ 145 REBAR CONT. EA. COURSE INCIP Z 16" BLOCK 1233 SE PORT ST. LUCIE BL . g COLUMN w/ # 5 BARS PORT ST LUCIE, FLORIDA 349 D. IN 3000 PSI CONCRETE, PER PLAN D: (772) 340-7223 a77 W W W.PACE2000HOMES.CO STUCCO FINISH # 5 DOWEL w/ 30" MIN. LAP SPLICE JIM & BETTY JONE SNEED ROAD VERTICAL DOWELS FORT PIERCE, FL 349 2 FROM FOOTER EE FOUNDATION — _ FLOOR FI SFOR S ZE & SPAC SPACING INISH J — =111=I11=111-� 1 I 1111= IIIE111=1TI=111= CLEAN COMPACTED=111=111=111=111 11=111e FOR ADDITIONAL INFORMATION CHEMICALLY SEE TYPICAL WALL SE III=III=111=111= III=1i JIIEIIhll1=111=111=111=III=111? • • iil=lii=:11=111=IIIB111=111=111=11 =III=111_111=111=111=111=111=111- 111_111_III_ITI5111_1115III_IIl_I! PORCH COLUMN NO SCALE X-6" t�- STUCCO OVER WIRE LATH w/ 11 GA. 2" LONG NAILS w/ 3/8" DIA. HEAD @ 6" O.C. OVER 3/8- METAL RIB LATH @ 6" O.C. w/ (2) LAYERS 15 # FELT OVER EACH FRAMING MEMBER SIMPSON HETA 20 PER CONNECTOR SCHEDULE w/ 9-10d NAILS (PER CONNECTOR SCHEDULE) 12 �6 PRCE HOLD TRUSS BACK 5/8" TO ALLOW FOR PLYWOOD (2) COURSE 8" X 8" U-BLOCK LINTEL W/ 145 REBAR CONT. EA. COURSE INCIP Z 16" BLOCK 1233 SE PORT ST. LUCIE BL . g COLUMN w/ # 5 BARS PORT ST LUCIE, FLORIDA 349 D. IN 3000 PSI CONCRETE, PER PLAN D: (772) 340-7223 a77 W W W.PACE2000HOMES.CO STUCCO FINISH # 5 DOWEL w/ 30" MIN. LAP SPLICE JIM & BETTY JONE SNEED ROAD VERTICAL DOWELS FORT PIERCE, FL 349 2 FROM FOOTER EE FOUNDATION — _ FLOOR FI SFOR S ZE & SPAC SPACING INISH J — =111=I11=111-� 1 I 1111= IIIE111=1TI=111= CLEAN COMPACTED=111=111=111=111 11=111e FOR ADDITIONAL INFORMATION CHEMICALLY SEE TYPICAL WALL SE III=III=111=111= III=1i JIIEIIhll1=111=111=111=III=111? • • iil=lii=:11=111=IIIB111=111=111=11 =III=111_111=111=111=111=111=111- 111_111_III_ITI5111_1115III_IIl_I! PORCH COLUMN NO SCALE X-6" w PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. COVERED BY 19/32- 4 PLY COX PLYWOOD _ (SEE NAILING DETAIL) m HETA 20 HURRICANE ANCHORS EMBEDDED 4" INTO FPL METER BEAM FOR TRUSSES (PER CONN. SCHEDULE) `� m N 1 �Q METAL ROOF OVER 30 # FELT CONT. GALV. MTL DRIP OVER (PT)1 X 2 2" X 8" PRE -PRIMED 18" O. SPRUCE FASCI fr: VENTED HARDIE SOFFIT (PER DETAIL) O r. �9 STUCCO FINISI I VERTICAL REBAR TIED TO DOWEL & RUNNING INTO BEAM BLOCK IN 3000 PSI CONC. VERTICAL DOWELS " w/ 30" LAP SPLICE ill 'Ir FROM FOOTER ll ( SEE FOUNDATION PLANT l FOR SIZE & SPACING ) 0_'-0" TOP OF SLAB }• f GRADE 4" a 11J "II Do ICYNENE I-- --- -- 1/2- DRYWALL @ CEILING —(TYPICAL) (2) COURSE 8" X 8" U-BLOCK LINTEL I W —145 REBAR CONT. EA. COURSE W 1-X 2" P.T. FURRING STRIPS IX —@ 16" O.C. ON TOP OF 3/4" RIGID FOIL FACE INSULATION —1/2" DRYWALL (TYPICAL) — 8" CONCRETE BLOCKS —WOOD BASE BOARDS CONCRETE SLAB (SEE FOUNDATION PLAN) TYPICAL WALL SECTION FD iSt. Lucie County NO SCALE Environmental nmental Health Site Plan Approved for Construction (CONCRETE BLOCK/ MONOLITHIC TIE -BEAM CONSTRUCTION) Supersedes All Previous Site Plans for OSTDS #.56�5I / 79�f- & Well # Date: 61171 MODEL CUSTOM ES 3/2 GARAGE SIDE IGHT ELECTRICAL SERVICE EXPOSURE 150-C PLAN DIMENSIONS 52'-4" 74'-4" AREA TABULATIONS LIVING AREA 1682.0 Q. FT. GARAGE 448.0 Q. FT. STORAGE 240.0 Q. FT. FRONT PORCH 113.0 Q. FT. BACK PORCH 260.0 Q. T. TOTAL FOOTPRINT 2,743, Q. FT. COPYRIGHT REMAINS THE PROPS OF PACE 2000, INC. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE. A100 - COVER SHEET Al01 -FLOOR PLAN A102 - FOUNDATION A103 - ELEVATIONS A104 - HVAC PLAN A105 - ELECTRICAL PLAN Al06-TRUSS PLAN A107 - BLOCK PLAN A108 - DETAILS DATE APRIL DRAWN ROBERT C. REVIEWED SCALE REVISIONS ENGINEERS INC. HARVEY KOEHNEN PE 3283 7205 ELYSE CIRCLE PORT SAINT LUCIE, FL 349E PHONE: (772) 466-5509 FAX: (772) 489-3035 EMAIL: HKOEHNEN@TCBE% I l MAY 0 1201 Al 01