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HomeMy WebLinkAboutPLANSPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE DEVELOPMENT, LOT 59 _BLOCK *_PHASE IIA, FT. PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: PRODUCT DESIGN OPENING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD APPROVAL PRESSURES ID HEAD: 1/4" X 3-3/4' TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: FL15225°5 +/- 67.0 PSF (MIN) 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED 1/4 X 3-3/4' TAPCONS SPACED 3 FROM CORNERS,14' O.C. MAX. SILL:1/4 DIA. X 2-1/4" SMOOTH STAR SMOOTH TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX FL9174.6 +39.2 -43.7 PSF 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «>> WASHER HEAD ONE PER BRACKET- (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL15332.6 +/- 40.0 PSF (MIN) ) 8068 S.G.D. SLIDING GLASS DOOR 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS,1r' O.C. MAX. JAMBS: SPACED 6" FROM CORNERS,17" O.C. MAX. SILL: SPACED 6" FROM CORNERS,17" O.C. MAX. Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL17499.2 +/- 60.0 PSF (MIN) Q WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS ALL ANCHORS ARE 3/16 DIA. TAPCONS (1-1/4 MIN. EMBEDMENT) FL17499.2 +/- 60.0 PSF (MIN) Qe WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS ALL ANCHORS ARE #8 WOOD SCREW (1-1/4" MIN. EMBEDMENT) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. O.C. FL17499.2 +/- 60.0 PSF (MIN) 0 ALL ANCHORS ARE #8 WOOD SCREW (1-1/4" MIN. EMBEDMENT) FL17499.2 +/- 60.0 PSF (MIN) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 10" MAX. O.C., JAMBS: 10" MAX. O.C. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL17499.2 +/- 60.0 PSF (MIN) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND 1 30# ASPHALT SATURATED TAMCO BUILDING «>> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 UNDERLAYMENT ORGANINC FELT PRODUCTS, INC. THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. GALV. ROOFING NAILS,11 OR G ., I LEAST 3/8" D A ONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR IKO INDUSTRIES, LTD. «>> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 EDGE, APPROX.1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS FL12019 C+/-70.0 PSF (MIN) EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «>> ATTACHED THROUGH FASCIA AT 16" O.C. HURRICANE SHUTTERS "SAFETY EDGE" TOWN &COUNTRY «» ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 33 PSF:16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9%2", 38 PSF:15.8" O.C. SPANS UP TO 5', FL 12856.2 +/-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 8.6" SPANS UP TO 9%2", 47 PSF: 12.r'O.C. SPANS UP TO 5% r' SPANS UP TO 9'-2", 54 PSF: 11.1" O.C. SPANS UP TO 5', 6.1" SPANS UP TO 9'-2" TABLE R3012(t) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECTTO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR HAZARDS° FREEZING MEAN ANNUAL SNOW Sid Tppp�p DESIGN CATEGORY Wealhelemp° Froal tale° Termie` DESIGN TEMP. UNOERLAYMENf REQUIRED INDEX TEMP LOAD (mph) effectO (NA) doh WA Sea Fig. R3012(4) WA Negligible WA Very WA WA WA For SI: 1 pound per Square foot -0.0479 kPa,1 mile per how= 0.447 Mft a. weathering is-mglbla' for concrete as determined from the Weatiwrkry Pmbebiay Map (F'pura R301.2(3)j. The Wade of masonry units steal be determined from ASTM C 34, C 65, C 62, C 73, C 90, C 129, C M5, C 216 or C 652. b. Reserved. c Temab Infestation per Figure R301.2(6) is "very heavy." L De determined on a elo-specific Dees in accordanced. Wind speed shag be from time basic wind speed map [Figure R301.2(4)]. Wild co expon, category eha with Section R301.2.1.4. _ a. The outdone design dry-bulbnpmmro to eshag be fro selected m Mm e km as of971/2yement veld rvvin from Appendix pen�mf the Florida l Me bWkfaq oBuilding C pmdel. plumbing, Deviations from e Apperd'x D tempemshel naes l be Permitted reflect local CI„ete° a WOwe E Reserved. 9. The applcable governing body steal, by local floodplaln floodplain management ordinance. specify (a) the data of the Amedb6on's enay kdu the National Flood Insurance Program (date of adoption of the first code w ordinarme for management of flood hazard areas), (b) the date(S) of the Flood Insraaxe Sbdy and (c) th petrel numbers taxi dales of all curtenly effective FIRM and FBFM, or other f nod herd map adopted by the sumorflY havingWdsdictian• as amended - IT ' Reserved. I. Reserved. 1, Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO 13E USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 1,289.3 SO. FT. VENTILATION AREA REOUIRED = 1.289.3 SQ. FT. / 150 (F.B.C. R806.2) - 8.59 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 197.0' SQUARE FOOTAGE OF SOFFIT = 197.0' X 1.33' = 262.0 SO. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR WAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SO. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 2610 SQ. FT. X 11.74 SO. IN. / SO. FT, X i S0. FT, / 144 SO. IN. = 21.36 SO' FT. CONCLUSION: VENTILATION PROVIDED - 21.36 SO. FT. > VENTILATION REOUIRED = 8.59 $0. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE 1 have reviewed the above product approval information ands approved IL Name: (1Al"JL6G e-[���pQi(/VI`� SignaturoZ'�.i ^ Certification NumAH,e' (�L ber:-01734-I- - Date:/m -L DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2017 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN ULTIMATE DESIGN WIND SPEED-140 MPH 160 MPH X NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: II EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 1 MEAN BUILDING HEIGHT: 22' OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X ROOF LOAD: TOP CHORD: BOTTOM CHORD: FLOOR LOAD: TOP CHORD: BOTTOM CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) LIVE LOAD: 40 PSF LIVE LOAD: 0 PSF DEAD LOAD: 10 PSF DEAD LOAD: 7 PSF PARTIALLY ENCLOSED DEAD LOAD: 10 PSF DEAD LOAD: 5 PSF Q 170 MPH COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -30.0 PSF 20 TO 49.9 26.4 PSF / -28.0 PSF 50 TO 99.9 24.7 PSF / -27.0 PSF 100 TO 499.9 23.5 PSF / -25.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.7 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.0 PSF 50 TO 99.9 24.7 PSF / -31.0 PSF 100 TO 499.9 23.5 PSF / -28.0 PSF 500 AND ABOVE 20.6 PSF / -22.0 PSF Fr�- PY ,�( Q�� F'tEV EWEO FOR CODE COMPLIANCE Sales LUCIE COUNTY EOCC )u, r--A 11 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIOP FA -,y L MICHAEL C. ANDERSON lgCzm, FL. LIC. AR0017305 LO Ln rn C)rn W N N u WM J 0cit n J C/5 (" � i0 DO f 0N J 0 _ I 0 m � N Q C-4 m Q 1 CW4 V W W F- OR (� 9?W4 ZOQ^U cc C0O In M a. W .J W I - PROJECT NO. 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SOFT LANAI 160 SOFT ENTRY 23 SOFT TOTAL 2367 SOFT C62 VOLUME OFITIONED SPACE _ CUBIC FEET SHEET CVR Is A 34'-0" " 6 _ " 1'-4" g'_2" 4'- -1 4'-8" 7'- - AA G 1� rG 1 HB N so m ---- ----------- -, r RECESS SLA FOR S.G.D. SINK W/ 1 DISP. I 4" 2500 PSI CONC. SLAB W/ / FIBERMESH, AND/OR / • - I INDICATES C.M.U. CELL FILLED 6X6-10/10 WMM WITH MIN. ,"_/ 2'-6" 3'-11 h 8" I W/ CONCRETE AND (1) #5 VERT. —COVER ON 6 MIL. REBAR CONT. FROM FOOTING BARRIER OVER TERMITE POLY VAPOR I I TO TIE BEAM (TYPICAL) TREATED COMPACTED CLEAN AA 16'-5 5 8" FILL. 6'-8 1 /2" 1 ■ I 11'-5 ■ 7/8" I K 1 I I LAV. ■ I r c I L— _ II W.c. �• — — 041, AA M t/!d- - - 1 I ■ I I ��� AC CHASE C I 0.-0 I c 00 1 I REFERENCE 1 I FINISH FLOOR I I 12'-8 3/8" 6'-2 7/8" ■ I AA CLDD Z4'- 0■ v I • -46 I z I ■ L-- I �o I 0o I 24"x24'x12"DP. 1 I DD F w a I ■ CONC. PAD FTG. 1 a 0 W/ 3-#5 E.W. I 1 � a I L— — — ---- --- --� D■ -N N ■ ao m 14'- ' FOUNDATION PLAN on B 4 H- C t d I CONTRACTOR TO VERIFY SIZE WITH A/C CONTRACTOR 3- I OUTSIDE LINE 6x6 — 10x10 WWF I OF EXT. WALL OR FIBER MESH I 8" 7 AA DETAIL 1 1 1/2 MAX. 1 I SLOPE ADE BB DETAIL 1 4k 6x6 - 10x10 WWF OR FIBER MESH J o GRADE L g"1'-4" rA DETAIL 1 / . 5 8 6x6 - 10x10 WWF CONC. �/7 OR FIBER MESH w SLAB 8„ CONS. CONC. SLAB a 00 SLAB VARIES - -- 3-#5 N # o ## 0 BAR O„ o BARS 16ELMDE BARS 1) 8" 2'-0" 8"1'-4" C DETAIL D DETAIL DD DETAIL , , 1 CONC. 1-#5 SLAB BAR 4 DETAIL 1 CONC. o SLAB -7 2-#5 BAR eDETAIL 1-#5 CON BAR IR"I w H DETAIL 1 5 1/2" FRAME 7 5/8,, BLOC w CONC. a: SLAB zl 2 g" 1'-4" B. ,/J� DETAIL - S.G.D. CONC. SLAB VARIES a SHOWER RECESS M SHOWER RECESS iv AT WALL CONC. SLAB _ ___ GRADE _# o BARS M DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG. L DETAIL 1 3" MIN. FTGPER DEPTH 3" MIN 3"MI DETAIL C FOOTING & REBAR 1'-O" 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 CONC. a SLAB --7 �1 DETAIL , CONC. SLAB 4 G, DETAIL 1 to w 2-#5 8" 16" BARS B DETAIL 1 6x6 - 10x10 WWF OR FIBER MES7�-O" CONC. SLOPE SLAB # BARS GRADE 20" F DETAIL 1 W.C. SCHEMATIC PLUMBING RISER DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 50'-3" AD = 39'-10" BE = 43'-3" BD = 41'-9" UIMLINJIUINJ AKL ROUNDED TO THE CLOSEST INCH TO SEWER OR SEPTIC TANK REVIEWED FOR CODE COMPLIANCE ST- LUCIE COUNTY ROCC FIA @i ti ~ 0) Nq- co q ti rr IS W �Ncn o0)� to rn Cl m W N U s J co A cz �u o 0 Q LL N 0 —iit000 J m Q IC-0 N A ` W J o mQ�a'rnU W I-: t0 U' ZOQ�U III w w O a M W J W H PROJECT NO. 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT C62 VOLUME OFITIONED SPACE _ CUBIC FEET SHEET 1=1 c I N tx12 STRINGER 2x12 TREAD 2x4 HALF WALL TOP AT 32" ABV. LEADING EDGE OF TREAD 1/2" DRYWALL 2x12 CARRIAGE 2x4 BLKG. 2x4 STUDS 2x6 SPACER AT 16" O.C. STAIR STRINGER DETAIL AT STAIR SIDEWALL 34'-0" 1 x6 WD. CAP W/ 3/8"x1" SHOE MOULD 2x4 HALF WALL - TOP AT 36" ABV. 2nd FIN. FLR 12'-6" (15) TREADS AT 10" EA. 1x12 STRINGER �- OPEN TO FA ILY/ 8"x8" NEWEL z_ 2x12 TREAD -2x4 POST W/ WOOD 1x6 RISER w FRA CAP AND TRIM 1" NOSING (TOP AT +70" A.F.F.) 00 1 n � I-.:M o POWDE 2x12 CARRIAGE AT N R O 0 N EA. SIDE 2x6 SPACER HANDRAIL AT 36" I WALL ABV. LEADING EDGE OF TREAD 2x4 P.T.—J KICKI 1. 8'-2 6-0 / —lu 00 PATIO O � 0 8'-0' x3'-O" A HB E ,o � CONC. SLAB S�ORAGE BELOW STA TO FACE OF FIRST RISER I OUTLINE OF STORAGE DOOR STAIR SECTION SCALE: 1/2"=1'-O" O �FEw. SINK w/ 1 FUN-] DISP.00 -I ■ FF A M.1 k 8'-8" CLG. I • 8'-8" CLG. M BRG. WALL n Ob O -,VENT MICROWAVE TOP TO ro +8' 8T K I T. EXTERIOR 8'-8" CLG. i ■ 14'-0 7/8" 7'-7 7/8" 5'-0 1 /2" 3'-7 1 -14" ■ RAILING REF AT 36" ABV. M C. 00 I • STAIR NOSING ® © 11 ■ M STORBELOW a COND O P BELOW STAIR - �O= ®M 5 SH i M. T. W.H. ■ • 12 - 3'-0- BRG. WALL I TOP AT 1 7 5/8" 14'-0 7/8" CHASE FOR 214 FLOOR PLUMBING 18'-7 7/8" +8'-8" 7 5/8" DRA■ LI V. IM ■ 8'-8" CLG. INSULATED I WALL ro 00 ■ ■ ■ ■ O M. ■ ■ "� GARAGE "' ■ °° z AA � I o� 8'-8" ENT Y 8' CLG. FLAT CLG. N 12" HB ARCH SOFFIT PER ELEV. ■ _ -0" 3'-4" I 13 I Lo Im ■ ■ NJ U) FIRST FLOOR PLAN SCALE 1/4" = 1'-O" NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE 2x4 2x4 BLKG. 024" D.C. EDGE 02x4 CONC. BLK. BELOW TYP. STUD CORNER DTL. SCALE: 3/4" = V-0" 9" TO FACE OF FIRST FISER TOP OF 2ND FIN. FLR. 1ST FLR. CLG. HT. +8'-8" A.F.F. 2x10 BEAM TOP OF SLAB 0'-0" (REF. ELEV.) WINDOW SCHEDULE DOOR SCHEDULE 0 SIZE R.O. SUPERPER LDG. Q REMARKS 0 SIZE PER BLDG. R.O. SUPER. Q REMARKS 1 3068 SWING 1 EXT. DOOR AA 35 SH ELLIPSE TOP 1 MUNTINS 2 6068 S.G.D. 1 EXT. DOOR A 35 SH 1 3 2868 SWING 1 SOLID CORE B 25 SH 1 4 2468 SWING 2 INT. DOOR C 3450 SH 6 EGRESS 5 2668 SWING 3 INT. DOOR D 1630 SH 2 OBSC..TEMP. 6 1 2868 SWING 2 INT. DOOR E 23 SH 1 7 5068 BYPASS 1 INT. DOOR 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. 8 5068 BIFOLD 1 INT. DOOR 9 4068 BYPASS 3 INT. DOOR 10 2468 POCKET 1 INT. DOOR 11 2068 BIFOLD 2 INT. DOOR 12 2036 1 STOR. DR. 13 16070 OVHD. DR. E 1 GARAGE DOOR DRYER DUCT DOWN 4'- " 1 '-6" BETWEEN FLOOR JOISTS 4'-4" CA AND ROUTE TO O EXTERIOR IN BACK. O EGRESS 11'-0 1 /2" BR.3 8' CLG. 6'-0 1/2„ 1'-10"3'- O 0 5 R &S SH 14 R & S BR.2 8' CLG. -7 1 A LOFT CHASE 8 CLG. " -8 1/2" M.BR. 8' CLG. SECOND FLOOR PLAN SCALE 1/4" = 1'-O" NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE 1/2„ O -3 1/2" NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BLOCK WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION -XX.X INDICATES WIND PRESSURE IN PSF EE FOR OPENING WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN INDICATES TOP OF BLOCK ® 8'-0" AFF INDICATES SECOND FLOOR EXT. FRAME WALLS W/ 2X4'S AT 16" O.C. MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 G!/� PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 ~ Q' rn M ww��q q ' ti ry., O N I O C~ � Lo rn C,m W cv H M �z o s N —1ofC>CD JmOW N ^'u � c mQLL0) W of w 1-: (q Z0<f LL L0 cn O 04 d cno W J W F- PROJECT NO. 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SOFT LANAI 160 SOFT ENTRY 23 SOFT TOTAL 2367 SOFT C162 C VOLUME OF ITIONED SPACE _ CUBIC FEET SHEET A 2wO i' 1 5" W. RAISED TRIM (PROJ. 3/4-). — PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COURT HORIZ. 2X2 NAILED TO VERT. IX2'S W/ 12d X 3-1/4- NAIL SOFFIT DETAIL 12 � 16 ATTACHMENT PER MFRS. RECOMMENDATIONS HT. A.F.F. 1 CEMENTITIOUS COATING +8'-0" ABV. 2ND F.F. 1X2 NAILED TO TRUSS TAILS ON LATH o N 3 =H H W/ (2)-8d NAILS 1 3 TOP OF 2ND F.F. ATTACHMENT PER MFRS. E PL N RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT 4am R CEMENTITIOUS COATING x ON LATH r o ------------------- CEMENTITIOUS COATING ON BLOCK F----'------------------- RIGHT SIDE ELEVATION 'gill! N.T.S. o +10 -0 3/4 A.F.F. TOP OF BLOCK - _—_—_—_—_—_�----- - - T +8'-8" A.F.F. _ 3 = 12'ON 12" CEMENTITIOUS COATING BLOCK _ +0'-0" REF. ELEV.) ------ _ — -- — -- -- TOP OF SLAB REAR ELEVATION A -- — — TRUSS BRG. HT. +18'-0 3/4" A.F.F. +8'-0" ABV. 2ND F.F. TOP OF 2ND F.F. +10'-0 3/4" A.F.F. - --- TOP OF BLOCK ------- +8'-8" A.F.F. +0'-0" REF. ELEV. ---------- TOP OF SLAB 1 /8" = 1'-0" 1/8" = l'-O" 12 61 ix3 OR ix4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2- CASE HARDENED COIL NAILS AT 12- 0/C. MAX CONC. OR MASONRY DRYWALL BOARD CAULKING t• ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16x3 1/4• TAPCON SCREWS 0 24' 0/C MAX. IN PREORILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENRROUS FlNISIN HEAD DETAIL WINDOW ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16 x3 1/4- TAPCON SCREWS 0 24- 0/C MAX. IN PREDRILLED ALUMINUM FRAME HOLES BY MANUFACTURER SECURE FRAME TO SILL PERIMETER CAULKING WITH SILICONE CEMENIVIOUS RNISH CAULKING CONC. OR MASONRY ix3 OR ix4 A I. BUCK SET IN SEALANT AND NAILED 0 'O o q W/1-1/2• CASE HARDENED 80 COIL NAILS AT 12- 0/C. L MAX. PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD CAULKING JAMB DETAIL WINDOW SILL DETAIL WIND❑W ix6 P.T. BUCK SET IN DOOR' THRESHOLD SET SEALANT AND SECURED W/ IN BED OF CAULK & CONC OR MASONRY CASE HARD NAILS 0 12" O.C. (MAX) FASTENED TO SILL W/ 3/'16" DIA TAPCONS ®rB• o/c PERIMETER CAULKING FLOOR COVERING DRYWALL BOARD ,p u ° oQ DOOR TRIM CEMENRDOUS FINISH 0 0 PERIMETER CAULKING DOOR FRAME FASTENED THROUGH BUCK DOOR TRIM W/ 3-1/4• x 1/4" (MIN) TAPCONS W11H TAPCON 0 PERIMETER CAULKING 6" MI1 FROM EA. CORNER• AND CONCRETE SUB 4 EQ. SPACED TAPCDNS & EA. VERTICAL LEG W/ MIN. EMBED OF 1 5/8" TRUSS BRG. HT. HEAD/JAMB DETAIL SILL DETAIL +a-0 ABV. A.D F.F. EXT DOOR EXT DOOR CEMENTITIOUS COATING ON LATH TOP OF 2ND F.F. +10'-0 3/4" A.F.F. SH - — - — - — - — - — - — - — - — TOP OF BLOCK SNCCO FlR —_ _ PERIMETER CAULKING +8'-8" A.F.F. CONC. OR MASONRY CEMENTITIOUS COATING ix4 A ix6 P.L BUCK SET IN m p = SEALANT AND NAILED ON BLOCK i t d o 71- p J oo _ Cal AILSCA 24- 0/GASE m ~ u- _ +0'-0" REF. ELEV. o MAX. ---- ----� - --- - TOP OF SLAB DRYWALL BOARD CAULKING LEFT SIDE ELEVATION FD RFFRAME 1 /8" = 1'-0" W/ 3-1/4" x 1/4' (MIN) TAPCONS AT 24' 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) RIDGE HEIGHT -------------_—_—_—_ +25'-c 1/2" A.F.F.— NOTES: 12 �6 1. HOLD ALL WOOD FASCIA/SOFFIT 3/4" ABOVE ROOF SHEATHING. 16" OVERHANG TYPICAL UNLESS 2x4 VERT. AT EA. FACE OF OTHERWISE NOTED ARCH /(3) 10d NAILS AT PRECAST LINTEL AT TOP EA. ENDTOE NAILED W/(2)-- \ BLOCK COURSE 10d AT BUCK TRUSS BRG. HT. _ +18'-03/4" A.F.F. 2x4 SOUD BLOCKING (FULL ® +8'-0" ABV. 2ND F.F. WIDTH OF WALL) BTWN. TOP OF BLOCK WALL PLYWD. ARCH FACES W/ (3) _ ® p= CEMENTITIOUS COATING EA. 2x41LS THRU O.S.B. INTO ON LATH P.T. (2) 2X4 BUCK - o u- 0� CONNECT TO BLOCK W/ N6" x P.T. 2) 2X4 BUCK - v= 3" TAPCONS (1 1/4- MIN. r N EMBEDMENT INTO BLOCK) CONNECT TO BLOCK W/ 3fs x 3 4" W. RAISED 2X4 VERT. BRACES 3" TAPCONS (1 1/4' MIN. r 3 TRIM (PROJ. 3/4") EMBEDMENT INTO BLOCK) 1 ~ TOP OF 2ND F.F. 15/32' COX PLYWOOD PANEL ___________ (BOTH SIDES) NAILED TO BUCK PROVIDE N6" x 3" TAPCON (1 ---- +10'-0 3/4" A.F.F. W/ 8d NAILS AT 4" O.C, 1/4" MIN. EMBEDMENT INTO in -- TOP OF BLOCK BLOCK) AT EA. SIDE BUCK-(1) +8'-8" A,F.F. 2x4 SOUD BLOCKING (FULL WITHIN 4" MIN. TAPCON OF WIDTH OF WALL) BTWN. PLYWD. START OF ARCH 8" W. SCORED TRIM ARCH FACES W/ (3) 10d NAILS ® THRU O.S.B. INTO EA. 2x4 BUILT-UP CEMENTITIOUS COATING BUILT-UP PLYWOOD OR ON BLOCK BACKSIDE BUCK -SCRIBE BACKSIDCKSIDE TO FIT ARCH. / 5" W. RAISED CONNECT W/ 8d NAILS B x 3' UCK TRIM (PROJ. 3/4"). SECTION A — A CONTINUOUS N II II � TOP OF SLAB ELEV. 12" SQ. CONC. 2'-4" 2 -4" BLK. COLUMN RAISED TRIM (PROJ. 3/40) FRONT ELEVATION 1/4" = 1'-O" ARCH OPNG. ARCH IN MASONRY OPNG. DETAIL 8'-8" WALL HT. FRAME FASTEN r0 SILL W/ /6 x 1' SCREWS 0 2'-0. 0/C FLOOR COVERING Al GROUT 80 CONCRETE SUB SILL DETAIL (SGD) 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. CONTINUOUS CONC. BLOCK UNTEL PER PLAN BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITI01 riEVIEwEr", y poi--lllm C­00E CNN r,f?-,�PIJANCC MICHAEL C. ANDERSON �Zz�GL� FL. LIC. AR0017305 Lo rn o rn W co N U ►- �� m 0) J � O) J�ct �z s 00 itC)fc D-i JLTIQ�N [A'J`LL 7 J r mQLL rnU wW(q0 Z0 �`nV)0 DL M W J W F- PROJECT NO. 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 16,200 CUBIC FEET SHEET A 3.0 DESIGNATION ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL MODEL # ALLOWABLE LOADS NUMBER) NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-1Od X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS N N O Q W O W a < s z O N Q F- O I-�J,� w z z J ZO (n O J IL `2 ui 0 1= o Ofui B-4 I m v •4• 8U8 8F8-1B 8F16-1B/1T # MIN. (AR RAT Q'D CLEAR J � F = FILLED WITH GROUT / U = UNFILLED ._�, •�'. QUANTITY OF REBAR AT a = .M.U. F F BOTTOM OF LINTEL CAVITY 8F16-lB/lT 00, GROUT NOMINAL WIDTH J ` QUANTITY OF ~ :°v #5 REBAR AT BOTTOM NOMINAL HEIGHT- REBAR AT TOP OF LINTEL CAVITY TYPE DESIGNATION AC B' N NOMMININAL WIDTH PROVIDE SIMPSON "HETA20" AT EA. TRUSS VERTICAL TO LINTEL CONNECTION B-6 B-5 -71 rf_ �JTE= :11_:� 8" FUT wl a 8'-8" FLAT CLG. PROVIDE SIMPSON "HETA20" AT EA. TRU VERTICAL TO LINTEL CONNECTION SS z PROVIDE LEDGER BD. FOR TRUSS ATTACHMENT - ATTACH TO STUDS W/ (2)-10d AT EACH STUD T 24rION FLOOR FRAMING PLAN 2 VERTICAL B-4 I __:3 T = m )2x12 BRG. 8 ALL (TYPI AL)� SCALE 1 /4" = 1'-O" 8'-8" FLAT CLG. V) N Q w f- Q f O N rQ- w z 0 N a N w 0 0 Q: a 0 z w PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 17'-4" 8F24-1B 1609 PLF 637 PLF B-2 6'-6" BF16-1B 3480 PLF 1880 PLF B-3 5-4" 8F24-1B 7342 PLF 3607 PLF B-4 4'-6" 8F16-16 6113 PLF 2724 PLF B-5 V-10" 8F16-1B 4360 PLF 2093 PLF B-6 7'-6" 8F24-1B 5681 PLF 2571 PLF B-7 4'-6" 8F16-1B 6113 PLF 2724 PLF B-8 9'-4" 8F16-1B 1843 PLF 1133 PLF B-9 14'-8" 81`16-18/2T 1370 PLF 655 PLF ROOF TRUSSES OR 2x RAFTERS (2)2X W/ PLYWD. ® 24" O.C. CONNECT W/(2) SPACER BEAM 16d MIN. COMMONS TOE -NAILED AS NOTED PER PLAN TO TOP PLATE SPH4 (TOP /- SEE ROOF PLAN FOR REQ'D PLATE TO STUD / STRAP AT EACH MEMBER. CONNECTOR) TVP. SPH4 (TOP PLATE TO BEAM CONNECTOR) 0 16" O.C. TYP. 2x CONT. STAGGERED LSTA24 MID -WALL BLOCKING (SM. TO STUD (WALLS OVER 10' HT FLAT ARCH CONNECTOR) PROVIDE BLOCKING 0 TOP PER 4'-0" O.C. MAX. PLAN NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D AT INTERIOR BEARING WALLS NOTED 2x STUD ® FRAME OPNG. ON PLANS AS SUPPORTING GRAVITY 16" O.C. PER PLAN LOADS ONLY (NO UPLIFT LOADS). 6" (PROVIDE (2) MAX. CONNECTORS SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER 6' OR NUMBER TO MATCH AS NOTED) NUMBER OF STRAPS ABOVE OPENING \ `-1/2" DIA. EXP. BOLT (2 -1" MIN. EMBEDMENT) W/ 2" X )6" THICK WASHER 0 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL ROOF FRAMING PLAN SCALE 1 /4" = 1'-O" FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L/17 D.L) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3. AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24" O.C. VERT 0 (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS V-4" UNLESS NOTED OTHERWISE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN INDICATES TOP OF BLOCK ®8'-0" AFF INDICATES SECOND FLOOR EXT. FRAME WALLS W/ 2X4'S AT 16" O.C. MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 ILn r rn r N O CD LWcoN ~ m i J p1 ~ J M cz U -QLL� N It C7 a 'J CO Jm0 pp iN LL o mw . �W..:tOU` ► Z O Q n U BE'ncr)0 r 2 (r) IL w J W H PROJECT NO. 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 16,200 CUBIC FEET SHEET A 4mO ELECTRICAL LOAD CALCULATION 2074 S.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISPOSAL DRYER SUBTOTAL FIRST 10 kVA AT 100% REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AC AT 40% TOTAL 23,480 VA DIVIDED BY 240 V POOL SUB PANEL TOTAL USE 150 AMP SERVICE 6.2 kVA 3.0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 kVA 5.0 kVA 33.7 kVA 10.00 kVA 9.48 kVA 19.48 kVA 4.00 kVA 23.48 kVA 97.8 A 30.0 A 127.8 A 2" RIGID O.H. SERVICE F.P. 3—#2/0 XHHW----� 2/0 SER CABLE 150 150 32 CKT AMP PANEL IC/B 3#1 CU THNN 2" CONDUIT LNO.4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. IF NOT CU USE' SUPPLEMENT GROUND SCHEMATIC ELECTRICAL RISER COACH LT. - - COACH L 1. - —� PREWIRE PREWIRE FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" FOR ME JECT METER NO. 4 CU. WIRE TO 5/8" x 8'-0" GROUND ROD ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECT BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS = 0 A/C 22.000 INT A/C 65.00 CIRCUIT NO. CIRCUIT 10 BRK AMP WIRE SIZE A PHASE A PHASE WIRE SIZE BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 8 40 RANGE 6 7 DRYER 30 10 8 40 RANGE 8 9 REFRIDG 20 12 • • 12 20 WASHER 10 11 KITCHEN 20 12 • • 12 20 BATH GFI 12 13 KITCHEN 20 12 • 14 15 BEDROOM ARC 14 15 H—W 30 10 • • 14 15 BEDROOM ARC 16 17 H—W 30 10 14 15 GENERAL LITE 18 19 SPACE • • 14 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 14 15 WP/GARAGE GFI 22 23 DISHWASHER 20 12 • • 14 15 GARAGE DOOR 24 25 • • 14 15 GENERAL LITE 26 P7 14 15 GENERAL LITE 28 zs • • 30 31 • • 32 33 • • 34 35 • • 36 37 • 38 39 • • 40 41 • 42 SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = 1'-O" LEGEND SURFACE MTD. CEILING FIXTURE (�•} PENDANT FIXTURE \Oj RECESSED LIGHT K> WALL MTD. BRACKET E 72' A.F.F. FLUORESCENT FIXTURE fll WALL MID. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING POODLE FAN (PREWIRE OR W/ LIGHT AS NOTED) fOO WALL MTD. SMOKE DETECTOR O CEILING MTD, SMOKE DETECTOR CEILING MTD, CARBON MONOXIDE DETECTOR CHIMES CHIMES PUSH BUTTON TELEPHONE JACK CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE �= 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE QE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET 0 110 V. JUNCTION BOX 6f3- SWITCH E 42' &F.F. 0- RHEOSTAT SWITCH 2 42' A.F.F. TP U TOUCH PAD FOR SECURITY SYSTEM OV CENTRAL VACUUM OUTLET LOCATION L= ELECTRICAL DISCONNECT MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418- 2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITIOI REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ROCC MICHAEL C. ANDERSON FL. LIC. AR0017305 �j llz� Lo o � N � M �W�aq c) ~'I r N O m LUCpN U1-rn~ N cz� J�rnl'' J55A _ �z Q U N -IWClco �m0CoCV mQI� 04 cc w (O U' ZOQnU U 1D O IN 2 CM IOL W J W H PROJECT NO. 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 16,200 CUBIC FEET SHEET A 51.0 CORNER-` FLASHING TAPE VVV CORNER FLASHING TAPE TOP FLASHING TAPE SIDE - FLASI TAPE FIN WINDOW TOP CORNER - NAILING WINDOW B( SILL FLA SIL 1. CUT THE WATER RESTIVE BARRIER (1C) �ATER f2ESIS-TTVE BARRIER I I ,' �iST CUT I - I � I T` I 1 I TH CUT, I I 3RD I I MAKE A 6" CUT UP I I !,--CUTI I FROM EACH TOP I I I 1 CORNER AT A 450 I I + I I I ANGLE TO ALLOW THE WATER BARRIER TO 450 �/_TYPI I BE LAPPED OVER THE I I I I I `,2ND,>' I I FIN AT THE HEAD OF THE WINDOW. L------------J 2. FOLD THE WATER RESISTIVE BARRIER (11D). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (V FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW I 2 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN A5 SHOWN. NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) OROOF EDGE O I - - - - - - - - - - - - - - - O ROOF I y�q J I EDGE - - - - - - - - - - - - - - O I O IO RIDGE t 4' O I 2 2 ar Lo 1O ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS ® 6" O.C. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. r -----------J I I I I I I I I I J I II LINTEL II 2x4 STUDS 0 SPACING II PER PLANS I VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d I CONC. BLOCK WALL ® 12" O.C. I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS I 0 24" O.C. VERT 1 2 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER 11 1 DETAIL AT I I I I _ I EXTERIOR FRAME WALL TO FASTEN GARAGE DOOR STRUCTURAL NOTES: REINFORCED/FILLED TRACK STAYS TO PT BUCK CONC. BLOCK CELL W/ 5/16" X 1-3/4" LAG 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR SCREWS AFF, AFF 3 SEC. BURST PER 2017 FBC. 72" AFF AND OPENINGNG HT AND 1/2" DIA L-BOLT FOR 8'-0" DOOR 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO (8" LONG) W/ 2" FASTEN GARAGE DOOR THE 2017 FLORIDA BUILDING CODE. SQ. WASHER AT TRACK STAYS TO PT BUCK 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 32" O.C. MAX. 2x6 P.T. W/ 5/16" X 1-3/4" LAG 5" 36" AFF 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. JAMB DETAIL SCREWS ® AFF, 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER 54 1/2" AFF AND OPENING HT COMPACTED CLEAN FILL. FOR 16'-0" DOOR 2x4 P.T. W/ CONC. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" NAILS AT 12' O.C. 2x6 P.T. FROM BOT. COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE OF HDR. TO CLG. LINE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S " RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". " THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 ' 1/2" DIA L-BOLT TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. 2x6 M (8" LONG) SO. WASHER CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE P.T. 2" 2x6 ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, GARAGE DOOR P.T. FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING OPENING FIBER MESH CONCRETE. d. `1l 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. " 1/2" DIA L-BOLT (8" LONG) W/ 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI N 2' S0. WASHER AT 32` O.C. MAX. AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES (4) EA. SIDE OF OPNG. AS DEFINED IN ACI 53-99. fm = 1500 psi ELEVATION 8. REBAR TO BE SIZE #5 GRADE 40. CONT. GARAGE DOOR DETAIL TOP OF CELLS AND CHA GESILL OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT INSTALL SIMPSON HTSM16 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF W/ (8) 10d NAILS TO TRUSS ATTACH TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" ENCLOSED DETAILS. MIN TAPCONS VERIFY NUMBER OF TAPCONS 11. EPDXY ANCHOR ALTERNATE: WITH CONNECTOR SCHEDULE THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. PRE-ENGINEERED i THE FOLLOWING CRITERIA MUST BE MET: ROOF TRUSS ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/4" MIN. HOLE DEPTH 6" 5/8" 7/8" 7" 8,. 7/8" 1 1 /8" 8" X 8" X 16" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED CONCRETE LINTEL PRIOR TO EPDXY INSTALLATION, THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON BLOCK FILL WITH ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER CONCRETE AND APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE (1) p5 BAR MIXED PER MFG. DIRECTIONS. 12. MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED ALTERNATE TRUSS ANCHOR DETAIL PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON N.T.S. ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER CEMENTITIOUS COATING ON APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE LATH OVER 2 LAYERS 15# FELT MIXED PER MFG. DIRECTIONS. OVER 15/32" PLYWOOD OVER GABLE END TRUSS FLASHINGTAL (4) 10d NAILS 2X BLKG. TOENAILED TO TOP RAIL & BOTTOM BLKG. P.T. 2X6 W/ (3) 1 /4" X 3" TAPCONS BETWEEN TRUSSES TOP OF SLAB 90" CORNER CONC. BLOCK WALL CONNECTION 0 2X4 W/ 1/2" LAG SCREWS ® 6" O.C. 2X4'S 0 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" CDX PLYWOOD (3) 10d NAILS 2X FASCIA W/ DRIP EDGE TOP OF BLOCK PER PLAN 2X4'S 0 16" O.C. - 1/2" SIMPSON ® EACH LEDGER E ROOF AT SLIDING GLASS DOOR DETAIL-2 STORY IN `(2) 10d 0 6" O.C. 3 1 /4" WOOD STRUCTURAL NOTES: 1, ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6" O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" COX PLYWOOD. WALL NAIL PATTERN TO BE 6' O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP II 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x WITH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" COX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED TOE NAIL (2) 16d EACH SI] 2x4 TRUSS TOP CHORD BLKG. @ 48' O.C. PRE-ENG. TRUSSES 4' D.C. AT 2 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45' $PAN CROSS BRACING SCHEDULE BRACING REQ'D. GREATER THAN 20 FT. SPACED 4'-0' O.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. POINTS (1) PAIR AT MIDPOINT O.S.B. SHEATHING 2x4 TRUSS BOTTOM OVER WOOD TRUSSES CHORD BLKG. AT 4'-0' O.C. REFER TO FRMG, PLAN - CEMENTITIOUS FINISH ON METAL LATH (2) 16d COMMONS TOE BOND BREAK NAILED EA. SIDE - (2) LAYERS 15# FELT ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES _h 19/32' CDX PLYWOOD SHEATHING 7- 2x4 BLKG. @ 48' O.C. 8x8 U-BLOCK TIE -BM. FILLED N MEMBRANE BRIDGE W/ CONC. & (1) #5 BAR CONT. FLASHING VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN i FLASHING / CONTROL GABLE END SECTI❑N X-X JOINT REVIEWED FOR OPODE COMPLIANCE STUCCO FINISH ON E 11 1JCIE r-M-ONTY BLOCK p6,� FLASHING DETAIL AT ROOF FRAMING ON MASONRY DRIP EDGE (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING _ 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK 5/8' SHEATHING OVER GABLE END TRUSS FASTEN WITH Bd NAILS AT 6' D.C. 2X4 'T' OR 'L' STRONGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' O.C. -SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON NAILS AT 6' O.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT AT CEMENTITIOUS Lrx'I�q. PLATE CONT. W/ 1/2'x 8' ANCHOR BOLTS @ 32' O.C. i MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON �1 �91G C FL. LIC. AR0017305 ti co �w�aq q ti W o W `o Lo o m LU(oN 3 /J^1 i LL co N ]� (O J m p N A \ W LL °', VU' LU (D � Z0 wiQcl)O 04 r~) a W J LU H SHEET A 6mO HDTe FAVORS EXTENDS 10 BOTTOM OF XZHD FLOOR SAID TO FLOOR TRUSS D. SHEATHING I IREMDNT. ATM Sir 1ST FLOOR . AT FRAME WAL D' AT BLOCK TO LOCAMIONS STUDS ALIGNED STUDS UNALIGNED BETWEEN FLOORS BETWEEN FLOORS 2-STY. INTERIOR BEARING WALL STRAPPING MAPS AND BOLE NOT F4MO D AT INTERIM SEALWS WA115 NOTED SPLANS AS ALL REQUIRED HNDIMLS SHALL RE ONE OF THE FOLLONNTYPES OR PROVIDE EQUNALEXT O RASPABNTY: ONLY OLY(NO UM WADS) TYPE L XNDRAILS W IH A CMC LAR CROSS SECTION SHALL HAVE N OUTSIDE DIAMETER OF AT LEAST 1 1/4' AND NOT GREATER THAN r. IF TIE HNDRAK IS NOT CIRCULAR. IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4' AND NOT GREATER THAN 8 I/4' FEN A MAKIYUY CRAPS SEC" OF DNFN9OM OF 2 I/r. EDGES - SHAIl RATE A MINIMUM BIOMES OF 401'. p NOTE ALL NAXHEADS TYPE W. HANDRAILS WITH A PFRNEIER GREATER THAN 6 1/4 SHALL NAVE A FACE OF SSHIALL AGETHE GRASPABLE FINGER RECESS AREA OM BOTH SIDES OF THE PROVIIE. TE FNGER iXy' BY MORE THAN THE RECESS SHALL. BMN WITHIN A DISTANCE OF 3/4' MEASURED VERTICALLY FROM THE I� NAYNEAD THICKNESSTALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16' WITHIN T/r BELOW TIE WIDEST PORTION OF I E PROFILE TIN REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3 TO LEVEL MAT IS NOT LESS THAN 1 3 4" BELOW THE PORTION - TALLEST OF PROFILE THE MINIMUM WIDTH OF THE AL ABOVE - THE RECESS $HALL SE 1 1/4' ro A MAN"OF 2 3/4'. EDGES SMALL HAVE A ME U RADIUS OF 0.01". 84 NAILS AT r O.C. AT FIELD STUDS —a! OPENING MIITAMKNS BALUSTERS SHALL NOT HAVE OP7HMS FROM THE WALKING SURFACE TO THE RNRS HWIT MACH ALLOY PASSAGE OF A SPHERE 4' IN DIAMETER. I E TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAR. FORMED BY A RISER, MEAD AND BOTTOM RAIL SOUL NOT ALLOW PASSAGE OF A SPHERE 6" IN DIAMETER. U TOTAL STAR RUN b LWDIOM TREAD (NOT INCUDINO Roam) - f0' YMDE 68 NAILS AT r O.C. AT 1" ;P T ! G PLYMM 60MIDOR SEAMING EAMING EDGES - , STAGGER MARS STUN. HOSING ST 1' NOSING 2D2 TWO %7 PLYWOOD RISEN PANEL EDGES — ROOIR iR1M NAIL (2)2X4 ro BOTTOM OF 88 NAILS AT r 0.4 FLOOR MUSS tY OR LE55 N IHORI. AT 2. SILL PIAn DEPTH / f 2X0 STAR IIDOEP - CONNECT M FLOOR / TEDSS W/ (%IM NAILS AT e' 0.c MAX//ORECNVAENT // CONNOM CARRIAGE TO LEDGER CCOME PLYWOOD DEER ro TwEAD WTH (4�86 MANS FFASMM 2X12 CARIAPE AT SIDES ND IS WA 920OOREOT EM� AT SPACER TO EACH GODWM (2) 10d COMMONS FASTENED/r EXP.IDEOENn / SPACED Ir 4c MAX TYP. STAIR SECTION STUDS UNALIGNED BETWEEN FLOORS AS WELL AS STUDS UNALIGNED W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT CONTINUOUS 2A TIP RAL - COBECTro FUROR TRUSS W/ (6) IN NAILS -� PROVIDE e6 NABS AT r O.c EXT. SHEATHING NAENG PATTERN (2) ROWS AT 2X8 TOP RAIL (1) NOw AT 2x4 BOTTOM RAIL CONTINUOUS 2X4 SOT. RAIL - CONNECT TO FLOOR TRUSS W/ (4) 168 IONS (2X4 P.T. ffOIN CONTACT W/ ALTERNATE FLOOR TRUSS END RAILS IN UEU OF 2x4 BLACKING BTWN. RAILS AS PART OF FLOOR TRUSS END CONSF. AT --Y---------------- -- •• 4 BLOCKING BT---r --Tarm-----TT -•T -- RN 90. AT ALL WARNING I I I'I 1•I I, I! --1 . . 1. . PROVIDE DOUSE ROW OF 6I NAILS AT ALIERUTE CALL 1X8 TOP RAL 1L O. NN1NG TO FLOOR TRUSS BULL. BTNL "IS EXT. WALL SHEATHING DETAIL AT 2-STY. REQUIRED HARM PATTERN AS NOTED FOR SKATING TO ACT AS UPLIFT LOAD CONNECTOR BETWEEN WALL SUDS AM FLOOR TWSSM ROOF TRUSSES OR 2x RAFTERS AT 24 D.C. - CONNECT W/ (2n64 TM. COMMONS T(IE-NAl1ID TO TOP PLATE — MIP30N 'SPH4' AT EACH 57M TO TOP RITE - 2x4 CONTINUOUS BLOCKING ON EDGE OR FIAT - N WIT H TH EDGE OF M. SHEATHING (LOCATE AT MID -WALL HT. W/ NO SHEAUM G) - 2, an= AT W' 0.c NO SON SECURED AT STUD TO FUME IF SHIA CONM IOUS ro EDT1011 4 FTDOR TRUSS FLOOR TRUSSES AT 24' mr_ ^ PLAN INDICATES GAME END FLOOR TRUSS BLOCK WALL GABLE TRUSS SIDE ELEV. XAPIRAM BLK4 AT 24' 0.c IS ACROSS 1ST (2) IRUSS BAYS ro EACH BOTTOM CHOD W/ (4) 108 NARS SIMPSON 11ETA20' SOAP AT 24' 0.11 PROVIDE SOLD 2x4 "a BT1N. TOP EDT. CHORDS YLERE WAP DOES ROT ALKN NTH TRUSS VEROCAL GABLE END FLOOR TRUSS DETAIL ;was ro GABLE Be FLOOR RUSS - LOCATE 1 Y' FROM COMER EDGE 'L4 COMER WAIL STRYS I -2r H. 2.4 SPACER W/ NO OAP ABOVE WAIL SILL PLATE - ALLGN STRAP IN CENTER OF STUD DO NOT PLACE STRAP JOINT BTYN. STUDS - AUGH SOLID axe, BLOCKING P - 20 ON 24 PROVIDE SOLDEDTN ATBL (2) sWPsorl 'HETA20' STRAPS CONECHNG FLOOR TRUSS TO CON4 Mx WALL - WALL TO INSIDE FACE OF DAME END FLOOR TRUSS—^ BLOCK WALL GABLE TRUSS END ELEV. 2ND STY. CORNER HOLD-DOWN DETAIL SEE ROOF PUN FOR REO'D STRAP AT EA MERGER IEFFR ro HEADER SCHEDULE FOR SIZES SIMPSON YM4" AT 16' O.C. ACROSS HEADER NN SIMPSON WA24' STRAP I AT HEADER STUD M BEAM I (2) )(4) OAPRMSCNN 1 DEK S AGSM oPDNNG 1 I SIMPSON 'LSTA24' STRAP AT HEADER STIED M RW ED. / SOCONO FOR OPENNGS > S'-0' USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. FLOOR TRUSS (APPLIED 9110.E FASWON. PARALLEL TO AND NOTE' ROOF' UNOENAWENT STARTING FROM ?HE CAW AND LAPPED r. sHAil COMPLY NTH sEDnaJ R905 OF THE FLORIDA DU{DNO FASTENED WITH i' ROUND PLASTIC CAP. CODE (67H ED111OM) METAL CAP NAILS OR NABS AND TN TABS ATTACHED TO SHEATHING NTH 2 STAGGERED ROWS N THE FIELD OF THE SHEET WITH A MAU" FASTIIER SPACING OF Ir O.c. AND 1 ROW AT THE OVERLAPS FASTENED C 12 O.S& SHEATHING AND PER PRE WOOD ROOF TRUSSES AT ELEV.1 24" ON CENTER MAN" (SEE ROOF WILLING PATTERN DETAIL FOR SHEATHING) (SEE SHINGLE NAILING DETAIL FOR SHMNGUM �\ EACH 0:00 HURRICANE ISEENSU � PLM/ /-R-30 BLaILAn6N FASCIA M BE ALUM. OVER 2 X 6 SUOFASCA. 4' ON CENTER FIELD AREA AT T ON CENTER 1/2' GYPSUM BOARD CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH SIMPSON SPH4 AT EACH STD CONTINUOUS ALUMINUM VENTED SOFFIT CONTINUOUS 2 X 4 5OD wALL BLOCONG M EDGE OR FLAT AT MATIHING JOIN NALS ARE PERMITTED ro PEMEOAIE r X r BLACKING SET ON EDGE. R-11 MINIMUM INSULAMKN HIM M ENERGY CALCULATIONS FOR REOLRRED %STRAMGM 7/6' CF)MENTTOUS CORING OU UM OVER (2) < LAYERS SEATNM SE DETAIFELTILL 16 EVE NAeNG PATTERN w 2 X 4 STIRS O 16" ON CENTER ��FiNUOUS 2 X 4 BDTTOM PLATE NOTE SCREWS FOR DRYWALL ON WALLS MAX EDGE SPACING 7' MAX FIELD SPACINA Ir SCREWS FOR DRYWALL ON CBLNA: YAK EDGE SPACING T YAK FIELD SPACING it 15/32' PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS COATING ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT CEMENTITIOUS COATING ON BLOCK ON CONTINUOUS 2 X 4 TOP AND BOTTOM RAIL CONECIED ro FLOOR MGM WTH (4) 166 NAILS. BOTTOM RAR TO SE 2 X 4 PRESSURE SWEATED, 3/r TONGUE AND GROOVE PLYWOOD FLOOR. NALLED AND CEDED MT1 a NAILS W Ir ON PANE D A r ON CENTER AT PRE ENGINEERED FLOOR TRUSSES W 24" ON CENTER MAXINLNM. PROVIDE GRAFT SroPPNG TO SEPARATE CEMNGRE AAS NO GREATER KAN CODELO . PFR SIT FLORIDAO A BUILDING, 1/2' GYPSN BOARD I SIMPSON HUAW AT EACH FLOOR TRUSS FILL ALL HOLES WITH I-I/y x 10I NAILS, TRUSS PARALLEL M WALL -STRAP AT EACH MRUSS VERTICAL (24' ON CENTER MAXIMUM) 8 X 8 X 16 CONCRETE KNOCKOUT BLOCK TOP COURSE FILLED WITH ODM REIE AND (1) /5 SAR COONUCUS ONE BAR DOWEL TEED 70 p BAR DOWEL AND COURSE MBAR AT EACH FANFORCED CONCRETE FILM COG. AS LOCATED PER fONMGM PLANS R-61 MINWDY OWR,AnON REFER M ENERG'T CALLXAATIONS FOR REWIND INSDLATON. 1/2" GYP6DM BOARD M 1 X 2 MINIMUM CENTER TREATED FURRING O 1r ON S(IY C 9NTTIOUS COATING OVER 8 X 8 X 0 WTH BY RA. TRUSSES - CONNECT ��� .: ". `— UCH REE ANXEDRCD Fll iM CELL AS ED FOOTING REM roTBM W/`4„WWALLS FLASHING DETAIL AT FLOOR FRAMING YY�� LOCATED PR FOUNDATION PLAN. 8 MINYRIM YONOIJiHD SNB EDGE FOOTING PER ❑N MASONRY FOUNDATION PLAN 4 P.T. ROM ED. 8TWN. FLR TRUSSES - CONNECT M TRUSS W/ (4)186 NAILS BI NAILS AT r O.C. NORM IIU AT lOp AHD EDTTOI RIM ED. OR 11W1S5 CORD OGL 2.4 SOD SMOKING BELOW HEADER SWDS OF oPENNGS > CONC. BIOd( EXT. WALL 9MF%DN ' ETA20' STRAP AT EACH FLOOR IBM END OR 24' O.C. AT GABLE END TRUSS 2-STY. EXT. FRAME WALL CONNECTOR DETAIL TYPICAL EXT. 2-STORY WALL SECTION a SCALE I1r - T-W REVIEWED FOB'' MICHAEL C. ANDERSON CODE COMPLIl",NI L ST. LUCIE Cf7lUNTY BOCC MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF U THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 � C~�a� O v 0 N Clco W (p CV U�0) ctJ m J (3) (n M .Q V N u JmQ C-4 w ` W J a.WLLCcOUF ZOQAU UO ti X:m a w J w F SHEET A 6ml 0 00 MIR RNO Ktr. KIT. AT RNG. /REF. 2 WALL MTD. LT: W.C. FILLER PWDR. RM. F- - F__ = o z d I � © �`� ~ _ > o o i� 0 0 VBTD WALL MTD. LT. MIRROR SIN DW KIT. AT SINK 'FILLER 2nd FLR. VANITY LIVING RM. ELEV r- um T M. MAI' MTD. LT. o I z� i� > 0 VB30 VB12 VB30 BATH VANITY �i- M rn WOOD TRIM 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. 1/2" DRYWALL KITCHEN BASE CABINET BARTOP DETAIL NOTES: 1. BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CLG. HT. 4. SHOWER HEADS AT 6'-8" A.F.F. SECOND FLOOR PLAN SCALE 3/8" = 1'-O" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT" BOCC MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 Lo rn CV O oll w (D N ~ ct s J C � Jco �w _j o m J 0 0 N w, W J may o v ,w�ccC9 QU ZQ^ �u*)`l)o a M w J W PROJECT NO. 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT C CVOLUME OFITIONED SPACE _0 CUBIC FEET SHEET A 7mO 0 f. HVAC PLAN SCALE 1/4" = V Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: 1N U Heatina System Air Source Heat Pump CH 14NB042*0**A* Air Source Heat Pump, 8.2 HSPF 0 41,060 Btuh n/a n/a n/a C�ooling Svstem Air Source Heat Pump CH14NB042*0**A* FB4CNP048L Air Source Heat Pump 14 SEER 0 40,000 Btuh 30,000 Btuh 10,000 Btuh 9162731 -7VS_1r LINES I IN OR � >SES Preferred Air Conditioning & Mechanical, Inc. 1643 Donna Road West Palm Beach, Florida 33409 P: 561-689-1093 / F: 561-478-0089 831 S Kings Highway Fort Plerce, Florida P: 772-878-7577 / F: 772-878-7510 CAC1817665 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL L1C. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDIT101 REVIEWED --FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC MICHAEL C. ANDERSON FL L1C. AR0017305 W �'v co C3 (r14 a �W h� Q to T T (N O O T �/ ~8" Q eQ-� " n0 J ~ n� 'i�W/ �IaI Z O U CO� m r' j o a. M a W J t^ PROJECT NO. 17-015-033 DATE DRAWN DRAWN BY 9-19-18 MCA WILSHIRE 1800 82 LIVING 1800 SOFT GARAGE 384 SQFf PATIO 24 SQFr ENTRY 23 SOFT TOTAL 2231 SOFT SHEET Contractor copy H VAC PLAN SCALE 1 /4" = 1 '—O" A PAN GUM Low 4DLME awntJCA1. Pow SUPPLY --� FX_kAii ji 1 i LINES 1N IN _OOR JSSES p AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 1/2 TON C.U. CH14NA0420OG A.H.U. FX4DNFO43T00 HEAT 05 KW COOLING CAP. 41,000 HEAT CAP. 38,500 ELECT. 208-230-1 BRKR. CU — 40 AHU — 45 REF. LINES 3/4 & 3/8 S.E.E.R. 14.00 HSPF 8.0 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 LJ 11-4 Q WF aQ � o to to O O � O W O N ~ cz0 m J m Jf7 �z x w Q LL N LL 9JOOCO J m Q� N A 1 W J m � LL C-4 U Z0QAU w`oUO n = M d w J W H PROJECT NO. 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 16,200 CUBIC FEET SHEET � some! R 6r— HATCH LEGEND ❑M 8' 8" A.F.F. 181- 3/4" A.F.F. i 34' 0" FLOOR TRUSS ENDS HELD BACK 3/4" FROM EXTERIOR WALLS FOR SHEATHING 34' 0" LLL TRUSS TO LEDGER CONNECTION ARE BY OTHERS Truss Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplift (> - 1,000#) Horizontal (> 350#) 6' 0 ALL FLOORS ARE 16"DP. @ 24" O.C. NLESS NO OTHERWISE. SEE LAYOU I'f-,il cwec ' Mi c,�ia"o-/ Aqj-'6�°l rrc C (a rz °b C? 3 0-4 0 SERIAL F 4d36b989999e20a51t Anthohy T. Tombo III '333M'4bf8.707509224499� k2 1498 ft2 FASO ` 179, HIP LINE _ 113 It VALLEY LINE 16 It " SHFE fINO AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED ELDR TO VERIFY CALCULATIONS * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO d LEDGER CONNECTIONS BY BUILDER 9 0 9 = 3 ` (UNLESS NOTED OTHERWISE) E d o O d r d * NOTE: ALL CEILING DROPS BELOW BEAM ARE d a o BY BUILDER (UNLESS NOTED OTHERWISE) M * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. E o _ '_ THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E _ > 3 9 '_ •" _ STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS s o o = � FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD u = O m n n o REPRESENTS THE LEFT SIDE OF y EACH TRUSS DRAWING z d _ %A I JUS24 H) ' THD46 © JUS26 J❑ MSH422 THD26 CK) MUS26 E e a E �) THD28 -) JUS44 �i = o E u L O L N y r THD26-2 - F THD28-2 �N) --- G JUS46 P), LXJ f- HBB" HANGER BY BUILDER BBB BEAM BY BUILDER * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON d c TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 O STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) E- o W a a o= o LOADING ROOF FLOOR WIND LOAD as o LIVE LOAD 20 40 ASCE 7-10 ECL _ = 9 ' It mL= c� --EE e`o d o " = o `m o = 00 0 DEAD LOAD 10 10 160 MPH �t EXP B = o = _ LIVE LOAD 10* 0 CATEGORY II o a .o E .S E }may /" C m C d& .n o V V m y DEAD LOAD 7 5 ENCLOSED = E' e m aos��o _ — ` o o TOTAL LOAD 37 55 FBC-2017 m _o E _ " cZ2o 0 t L O O= E e M DURATION FACTOR 1.25 1.00 TPI - 2014 _ � .E � E `o 0 _ v m o v p y N Y O y O= L REV, DATE BY REMARKS 1 10/23/17 RH UPDATED FG01 GIRDER AND HANGERS REVISED FLOORS PER MARKUP FROM 2 11/29j17 RH CUSTOMER. REMOVED BEARING WALL ADDED FG02 FG03 10/11/2018 BK o a AND FL11 ` ¢ _'_"�-- " s" rn o 9 rn oLo c O ¢ =p p It is understood that above conditions have been reviewed ❑ APPROVED e c o ` ; o & are acceptable for the fabrication at trusses, ❑ APPROVED AS NOTED > E E elevations pitches, overhangs, o= 9 E m o fascias,ceiling ❑ REVISE AND RESUBMIT =9 o N o elevations/pitches, bearing m a o conditions & all detail pertaining ❑ REJECTED to this truss placement plan. No e ❑ s s e 3 back charges will be accepted _d m M d =` 73 without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY a = d ® c E PLAN DATE ARCH: 04/26/15 STRUCT: 04/26/15 m CUSTOMER RENAR DEVELOPEMENT CO 9 e N Clr C. ' - JOB NAME MASTER MODEL WILSHIRE B2 ` " ' s _ E V " E REVIEWED I -UK CODE OPTION(S) COMPLIANCE ° ST. LUCIE COUNT BOCC t COMMNTY y L. _s��_�e3w MORNINGSlDE /LOT 59 ' o_ /LOT# a E �_ M CITY FT PIERCE, FL s E COUNTY ST LUCIE SINGLE a 9 BLDG BLDG TYPE FAMILY c rn ..c m e E c ~ >H o = m i c c JOB # 77301 MASTER WRMSWSB2 DRAWN SCALE I� ' 3 " DATE 07124117 d d d RH N.T.S. o=&~s: ¢-o of Ly o s m ® Q Ty o Q o= o o c CIB F ._ W uB��yeee RUSSES W L C 6 O> A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409 1015 e a d http.//www.aItruss.com ~ o w 1x12 STRINGER 2x12 TREAD 2x4 HALF WALL TOP AT 32" ABV. LEADING EDGE OF TREAD 1/2" DRYWALL 2x12 CARRIAGE 2x4 BLKG. 2x4 STUDS 2x6 SPACER AT 16" O.C. STAIR STRINGER C 7 5/8' DETAIL AT STAIR SIDEWALL 34'-0" 8"x8" NEWEL POST W/ WOOD CAP AND TRIM (TOP AT +70" A.F.F.) HANDRAIL AT 36" ABV. LEADING EDGE OF TREAD 2x4 P.T. KICKER 1 x6 WD. CAP W/ 3/8"x1" SHOE MOULD OPEN FAtv�ILY/ DININ BEYO�NID 2x4 HALF WALL - TOP AT 36" ABV. 2nd FIN. FLR (15) TREADS AT 10" EA. 1 x12 STRINGER 202 TREAD 1x6 RISER �l � 2x12 EA. SIDE S ORAGE BE OW STA 8'-2 3/8" TO FACE OF FIRST RISER 8'-8" 6'-0" 7'-10" 5'-0" 00 PATIO 00 `n 8'-0"x3'-O" OA HB O un CONC. SLAB ° J MTTEI Ec — W. SINK W/ 1 DISP.DIN knb ■ FAM. 8'-8" CLO• rl 1-1 rl ■ 8'-B" CLG. M BRO. WALL 0 +8 -8T KIT. 8'-8" CLG. ■ 14'-0 7/8" 7'-7 7/8" 5'-0 1/2" 3'-7 1 2' �4" ° o � 0 -RAILING REF. AT 36" ABV. STAIR NOSING M C. © � ■ 11 ■ N STOR. P BELOW 0 5 SH STAIR OM M.T. ■ W.H. ■ 12 - I 3 -0 BRG. WALL TOP AT 14'-0 7/8" CHASE FOR 2ND FLOOR PLUMBING 18'-7 7/8" +B -8 DRAIN AC LI V. °° ° 8'-8" CLG. INSULATED I WALL co co GARAGE "' ■ co AA I 8'-8" ENTRY 8' CLG. FLAT CLG. N — — — ■ 12" ARCH SOFFIT PER ELEV. ° 2'-8" 8'-01,1 3'-4" 13 ■ ■ ■ ■ 9'-0" -8" 1'-8 " 16,_ " 00 � 4'-8" 19'-4" 34'-0" FIRST FLOOR PLAN SCALE 1 /4" = 1'-O" NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE -VENT MICROWAVE TO EXTERIOR COND -7 5/8" M —2x4 C G a FRA G o POWD AGE AT w R 0 0 2x6 SPACER o' WALL In OUTLINE OF STORAGE DOOR STAIR SECTION SCALE: 1 /2"=1'-O" 2x4 2x4 . I @24,7p EDGE � 2x4 CONC. BILK. BELOW TYP. STUD CORNER D SCALE: 3/4" 1'-0" 9" TO FACE OF FIRST RISER TOP OF 2ND FIN. FLR. +10'-0 3/4" A.F.F 1ST FLR. CLG. HT. +8'-8" A.F.F. (2) 2x10 BEAM TOP OF SLAB +0'-0" (REF. ELEV.) WINDOW SCHEDULE DOOR SCHEDULE O SIZE PER R.O. SUPER. Q REMARKS O SIZE PER BLDG. R.O. SUPER. Q REMARKS 1 3068 SWING 1 EXT. DOOR AA 35 SH ELLIPSE TOP 1 MUNTINS 2 6068 S.G.D. 1 EXT. DOOR A 35 SH 1 3 2868 SWING 1 SOLID CORE B 25 SH 1 4 2468 SWING 2 INT. DOOR C 3450 SH 6 EGRESS 5 2668 SWING 3 INT. DOOR D 1630 SH 2 OBSC.,TEMP. E 23 SH 1 1. WINDOWS, DOORS, ANC GARAGE DOORS SHALL COMPLY WITH FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. 6 2868 SWING 2 INT. DOOR 7 5068 BYPASS 1 INT. DOOR 8 5068 BIFOLD 1 INT. DOOR 9 4068 BIPASS 3 INT. DOOR 10 2468 POCKET 1 INT. DOOR 11 2068 BIFOLD 2 INT. DOOR 12 2036 1 STOR. DR. 13 16070 OVHD. DR. 1 GARAGE DOOR 0 rrorocO DRYER DUCT DOWN BETWEEN FLOOR JOISTS AND ROUTE TO O EXTERIOR IN BACK. C \ SECOND FLOOR PLAN /�� SCALE 1 /4" = 1'-O" NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BLOCK WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION -XX:X INDICATES WIND PRESSURE IN PSF FOR OPENING WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN INDICATES TOP OF BLOCK ®S'-0" AFF INDICATES SECOND FLOOR EXT. FRAME WALLS W/ 2X4'S AT 16" O.C. b• I.. _- i BY St. Lade G(`1 ph MICHAEL C. ANDERSON MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EC )AN 2 4 2020 AlCle Cou \ ---. �PQCfiilting MASTER PLAN REVISION 10-17 18 ti ~ Q' ti W N p p Lo E-i r ^� Lo Lo rn r N o CD W co N U t CY) w J = �t X gcoQ 0007 QLL CEz Q-i oco r QN JmQLLrn0 W I.- co (D 0¢Uz0 � uj Lo M d W J W H FL. LIC. AR0017305 Rh V ISION SHEET A 2mO REVIEWED FOR' CODE COMPLIANCE ST. LUCIE COU TY BOCC''f��( 2" RIGID O.H. SERVICE F.P.L. ELECTRICAL LOAD CALCULATION 3-#2/0 XHHW 1763 S.F. AT 3 VA 5.3 kVA 2/0 SER CABLE 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA 150 150 SUBTOTAL 32.8 kVA 32 CKT AMP PANEL C/B FIRST 10 kVA AT 100% 10.00 kVA METER REMAINDER AT 40% 9.12 kVA TOTAL OF OTHER LOAD 19.12 kVA 10 kVA OF AC AT 40% 4.00 kVA 3#1 CU THNN 2' CONDUIT TOTAL 23.12 kVA 23,120 VA DIVIDED BY 240 V 96.3 A POOL SUB PANEL 30.0 A NO. 4 CU. WIRE TOTAL 126.3 A TO COLD WATER PIPE IF CU PLUMB. USE 150 AMP SERVICE IF NOT CU USE-- SUPPLEMENT GROUND NO. 4 CU. WIRE TO 5/8" x 8'-0" SCHEMATIC ELECTRICAL RISER GROUND ROD FOR VAVE IECT COACH LT. - - COACH LT. PREWIRE- PREWIRE FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 240 A/C 22.000 INT A/C 65.000 CIRCUIT NO. CIRCUIT ID BRK AMP WIRE SIZE A PHASE A PHASE WIRE SIZE BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 8 40 RANGE 6 7 DRYER 30 10 8 40 RANGE 8 9 REFRIDG 20 12 12 20 WASHER 10 11 KITCHEN 20 12 12 20 BATH GFI 12 13 KITCHEN 20 12 14 15 BEDROOM ARC 14 15 H- W 30 10 14 15 BEDROOM ARC 16 17 H-W 30 10 14 15 GENERAL LITE 18 19 SPACE 14 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 14 15 WP/GARAGE GFI 22 23 DISHWASHER 20 12 14 15 GARAGE DOOR 24 25 14 15 GENERAL LITE 26 27 14 15 GENERAL LITE 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 SECOND FLOOR ELECTRICAL PLAN SCALE 1/4" = 1'-O" LEGEND SURFACE MID, CEILING FIXTURE PENDANT FIXTURE RECESSED LIGHT WALL MTD, BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE I-0 WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) WALL MTD, SMOKE DETECTOR OO Q CEILING MTD, SMOKE DETECTOR OO CEILING MTD, CARBON MONOXIDE DETECTOR CHIMES CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 1/2 SWITCHED 110 V, DUPLEX RECEPTACLE 110 V, GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATE➢ 220 V. OUTLET 110 V. JUNCTION BOX SWITCH @ 42' A,F,F, O- RHEOSTAT SWITCH @ 42' A.F.F. TP � TOUCH PAD FOR SECURITY SYSTEM CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT O L= MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 10-17-18 Ln Lo o a) W C.p UH _rn^ n Jim¢ �> o 00 C) J C!_ C)co _jm0tic\j A \ J r 0) 0 W z0<r- `n U) n 0 S co a - ILL J W H PROJECT NO. 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT C162 C VOLUME OF ITIONED SPACE _ CUBIC FEET SHEET A 5mO e Copy REVIEWED FUH REVI ION SOTDE COMPLIANCE L CIIE COUNTY BOCC HVAC PLAN SCALE 1 /4" = 1'-0" FAN tuw LOW wXro G'E E6EOTR AL FOM SUPkY CQN. Sl44AD -.. I� '\I»a AUMFM commsm COL E ,.. r- R>ti A77i Gam' B4NJNEC't"rCN <,1 s- 7 SLAB MOUNTED max, RIFTURN pltiLLE Stl R'PLY DUCT A.H.U. DRYWALL STAND AIR HANDLER DETAIL REF. LINES RUN IN FLOOR TRUSSES AC-1 EQUIPMENT SCHEDULE: MFG. CARRIER 3 1/2 TON C.U. CH14NA0420OG A.H.U. FX4DNF043T00 HEAT 05 KW COOLING CAP. 41,000 HEAT CAP. 38,500 ELECT. 208-230-1 BRKR. CU — 40 AHU — 45 REF. LINES 3/4 & 3/8 S. E. E. R. 14.00 HSPF 8.0 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) Al MICHAEL C. ANDERSON FL. LIC. AR0017305 I EVISION L MASTER PLAN REVISION 10-17-18 o Lo TT V/ r CDm L W O N Jr- % m J co Q s cl cm o 0 o ico 0�cv ` J r ^W\ �W�c0U' z0<r- c:`r'UO � _ m d W J W F- PROJECT NO, 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT C162 C VOLUME OF ITIONED SPACE _ CUBIC FEET SHEET A 8mO � CODE COMPLIANCE ST. LUCIE COUNTY BOCC PROJECT NO, 17-015-059 DATE DRAWN 7-5-19 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 160 SQFT ENTRY 23 SQFT TOTAL 2367 SQFT C162 C VOLUME OF ITIONED SPACE _ CUBIC FEET SHEET A 8mO � CODE COMPLIANCE ST. LUCIE COUNTY BOCC