Loading...
HomeMy WebLinkAboutBuilding Plans1' 4" i 0 ROOF TRUSS WEBBING IS DESIGNED w/ 2x4 c NLESS NOTED OTHERWISE, SEE ENG'g FOR S V 121 411 6 4° 381011 * NOYE: ALL TRUSS TO WALL AND/OR RUSS TU r LEDGER CONNECTIONS BY BUILDER o e el t 'O (UNLESS NOTED OTHERWISE) E N o * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) d e o * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW o 9 TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE D SIGN d e 3 = OF STRUCTURAL STABILITY OF THE ENTIRE STRUCT RE. _ E = e= ` WE e = a- c m REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. j ,I _ .:.. . ... ..........-........... r W FOR BRACING & ERECTION DETAILS REFER _ _ •- � _ TO BCSI-03 AND/OR ENGINEER OF RECORD HATCH LEGEND -- = SLOPE CLG a a ` " " = o a REPRESENTS THE LEFT SIDE OF `_ " _ s 8' - 8" Clg. Hgt• EACH TRUSS DRAWING (NOTE: REFER TO SIMPSON CONNECTOR CATALOG /,• FOR INSTALLATION DETAILS _ = 81-011A.F..F. �) - \J LUS24 /� HHU546 © �L � o �3 "' a e ..ae- .e, © LUS26 THA422 R® 12'- 11" A.F.F. 9aEo=ao © HUS26 MUS26— OD HUS28 OL THJA26 E w a E m N e - ® HHUS26-2 o O R o s 6 C c r Hwus28-2 OG LUS46 ©-- 0 e= d o g D I Digitally signed by TYPE RIGHT # _ .= 3 = s = --� Manuel Martinez 41'��ate:, Q20.03.02 JOB # 73914 MASTER WRMSCMB2L15X10 e e rt i n:�b� 05'00' = a a '- DRAWN SCALE ,� ~.•,,. a _ DATE 08/29/2018 9 z /i r% RH N.LS. o d E ..-: - _ Wad; iN-, ti ti �C-4-. �Cq N U 2 .ap r �. .y d e= •m drys- �eViGW��C01PY o B -" 191411 M 6�ct� ( owl SeR1aL Ado - TT W e a q o w m `o e r A FLORIDA CORPORATION v g o Ph 772-409-1010 / Fax 772-409 1015 httpa/www:a9truss.com ', � � o e e,S AM i PRODUCTAPPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 4 / BLOCK * / PHASE IIA, MORNINGSIDE COMMUNITY, FT. PIERCE, FLORIDA CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN APPROVAL PRESSURES 30 W/ SDLT. EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 3/16" TEMPERED HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL15225.5 SMOOTH STAR +40.0 - 40.0 PSF 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD ONE PER BRACKET - (5) « >> BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17" O.C. MAX. SILL: SPACED 6" FROM FL15332.6 +/- 40.0 PSF (MIN) CORNERS, 17" O.C. MAX. CU WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. TAPCONS AT EACH WALL TIE WITH 0 GLASS BLOCK 8"x8"x4" MULIA, INC. 1-1/4" MIN. EMBEDMENT NOA 15-0916.12 +/- 90.0 PSF (MIN) WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) EO WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN, EMBEDMENT) 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) O WINDOW ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX, FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE #10 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 6" FROM CORNERS, HEAD& SILL: 18" O.C. MAX., JAMBS:18" O.C. MAX. FL15349.1 +/- 60.0 PSF (MIN) 30# ASPHALT TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND UNDERLAYMENT SATURATED ORGANINC FELT PRODUCTS, INC. «>> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. TAMKO BUILDING GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH ASPHALT SHINGLES CAMBRIDGE AR PRODUCTS, INC. «>> TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" FL18355.1 ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. AMERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS « >> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) HURRICANE SHUTTERS 20 GAUGE GALV. STEEL STORM EAS?ERN METAL SUPPLY «>> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1.1/4" MIN. EMBEDMENT) FL 22270.1 PER MANUF. PANELS SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART SPAN CHARTS TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN r SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS" AIR FREEZING MEAN ANNUAL Speed° Topographic Weathering' Frost line° Termite` LOAD (mph) effectsk (NA) CATEGORY I depth TEMP` REQUIRED° INDEX TEMP' N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A NIA N/A Heavy For Si: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s. a. Weathering is "neglible' for concrete as determined from the Weathering Probability Map [Figure R301.2(3)1. The grade of masonry units shah be determined from ASTM C 34, C 55, C 62, C 73. C 90, C 129, C 145. C 216 or C 652. b. Reserved. c Termite infestation per Figure R301.2(6) is "very heavy." d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site specific basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winterfrom Appendix D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reftect local climates or local weather experience as determined by the building official. f. Reserved. g. The applicable governing body shall, by local floodplain floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. i. Reserved. j. Reserved k, Reserved. NOTE: THE CELLULOSE INSULATION TO BE 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 = 2.353.3 SO. FT. VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) - 12.78 SQ. FT. PARAMETERS: LINEAR FEET OF 16" 'MDE SOFFIT = 165,5', 12" WIDE SOFFIT = 43,1', B" WIDE SOFFIT = 49.0' SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67') = 296.0 SO. FT. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SQ. FT. / 144 SQ. IN. = 24.14 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FL, THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: i G�L4.a � Y-M f.r�W-fayl Signature: Certification N/(uir bar. A (2-o 6' I � 3 OS Date: % p u 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-6.2 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 (6TH EDITION) TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: it EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' 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: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF (NON -CONCURRENT) COMPONENTS AND CLADDING WIND PRESSURES PER 2017 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS DESIGN (SQ" FT.) PRESSURE 0 to 19.9 46.1 PSF / -50.0 PSF 20 TO 49.9 44.0 PSF / -47.9 PSF 50 TO 99.9 41.2 PSF / -45.1 PSF 100 TO 499.9 39,2 PSF / -43.1 PSF 500 AND ABOVE 34,3 PSF / -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS DESIGN (SQ. FT.) PRESSURE 0 to 19.9 46.1 PSF / -61.7 PSF 20 TO 49.9 44.0 PSF / -57"5 PSF 50 TO 99.9 41.2 PSF / -52.0 PSF 100 TO 499.9 39.2 PSF / -47.9 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LiC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 {772)418-2118 MICHAEL C. ANDERSON PLAN REVIEW REVISIONS MASTER PLAN REVISION 12-10-19 W � G O rn LO rn o rn W co N U�rnI,,-- It 0 N p�0 of JEDO�N �? �11LL ryW I-co0 Q U x 1 U Z O < ti fW 4 I f co LU i O ti _ M ]Z LU J LU F- PROJECT NO. 17-015-004 DATE DRAWN 2-17-20 DRAWN BY MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT 'SENTRY 38 SQFT a TOTAL 2306 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET CVR PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE -RESIDENTIAL (6TH EDITION) FL. LIC. AR0017305 CODE COMPLIA ST. LUCIE COU BOCC Yfvvs� 23'-8" 23'-0 3/8" 14'-4" 14'-11 5/8" 24"X24'X16" DEEP 1'-0" CONC. FTG. W/ 3 #5 1 —0 EACH WA 0 0 7'-0" 6'-10" 5'-2" n■ r ---- --- �— 0 J G L G � w 1 I C 1 r o c 0 I , ■ — — — — — — — — — --- 8,_0„ o I q 00 A I E" F Ln 1 ,� I 1 ■ IN\ Ln HEI ( L------------ 3'-1" 2'-6" e N \ RECESS SLAB � 2'-4 1/8' — — — — — — - FOR S.G.D. 0 ■ -- -- 0 , I o LAV LAV N r � TUB i ■ m N ■ PLUMB THIS I END FOR TUB q N M I W I 1 L �� ��j/�j/)I I p 7 5/8'SHWR. R32" ' we II INDIC TES C.M.U. CELL FILLED W/ C NCRETE AND (1) #5 VERT. REBA, CONT. FROM FOOTING I ■ TO TIE BEAM (TYPICAL) I 3 1/2S FORB SHOWER 3 1/2" 10'-7 5/8" I o f I 9'-4 1 /8" 00 I c0 I 10 I (I SINK W/ ■ I II DISP. i ■ O � "' I O s— Ois I I I IAdII I I A REFERENCE o I FINISH FLOOR I `° co pi I w I O � O N O i7 I I 1 I � I � I 4" 2500 PSI CONC. SLAB W/ I Lo • I FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE • I TREATED CLEAN FILL COMPATED I TO A MINIMUM DENSITY OF 95% d AS DETERMINED BY ASTM I D-1557 H1 _4w p I I � I TUB/SHWR I ■ rH1 I WH p WC 8 1 I 7'-11 7/ r I N LAV 1 ■ �V% _ 1I I L2'-10" 2'-6" I ICONDo O I w e J N I A I 1 j I p ■ I �n I ■ ■ I i I G I I ■ He ao i \ ■ A1 L'1 I ^ I FAT SLOPE DOWN 1" II I II j r (GAR X a p I---- — --J � �-- ^" J Ln Xt ■ ■ ■ ■ ■ ■ ■ ■ 3'-7" V-2" 3'-7" 12'-4" L 20" 6'-4" 38'-O" 1'6'-0" A 20" 6x6 - 10x10 WWF CONC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB OR FIBER MESH a CONC. > SLAB VARIES -- o t-1 �r --- o GRADE �j --�— ## L - /2" AT 2-# , - 2-#5 Us I FRONT ENTRY BARS g^ BARS 8„ 1,-4, '-4' 2 -0" A DETAIL B DETAIL C DETAIL 1 1 1 6x6 - 1Ox10 WWF CONC. w OR FIBER MESH SLABEE CONE. 1,_0., SLOPE > SLAB ## o GRADE RS 116ELOW) 2BA -�S I GRADE 8"1'-4' D DETAIL F DETAIL 1 1 CONC. 1-#5 1-#5 SLAB BEAR CONC. BAR SLAB c ao Z— V) 4" $„ G DETAIL H DETAIL 1 p 5 1 2" FRAME 7 5/8" ((BLOCK CONC. 4 ea � CONC. 2-#5 SLAB 7 M y SLAB -7 2-#5 8' 1'-4° BARS 41 -4" J ' DETAIL - S.G.D. K DETAIL 1 1 SLAB NC 8„ VARIES 8,r CONC. RECESS __ --- SLAB AT WALL ---- GRADE SHOWER ----- 0 RECESS 2-# rO BARS L DETAIL M DETAIL PIPE 1 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3„ MIN. 3„M DETAIL FOOTING & NOTE: ALL FOOTINGS DESIGNED FOR REBAR 2,500 PSF SOIL BEARING CAPACITY 1'-4 1'-O" TRANSITION PIPE THRU PF FTG. DETAIL 1 — CONC. A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71,_0„ AE = 58,_9„ BD T 64'--6„ BF = 68,_6„ DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" - 1'-0' 3" V.T.R. , I ! I 3" I I 2., 2" ! LAV I LAV I I 3" I W.C. 2" SHWR. IIII 3" V.T.R#� ' rn CONC. SLA -7�— 8" H1 DETAIL ll_1 CONC. SLAB 4' 18"� G1 -DETAIL 1 II�2" V.T.R. I I I I I I Ij[2" V.T.R. SINK I I I 3' I I B� 2„ I WASHER r I I I �,1 I I 2' CLEAN EANl OUT I 3„ I „ j W.C. i 3 3" MAIN I I TO SEWER 2" LrOR SEPTIC TANK TUB/ SHWR. SCHEMATIC PLUMBING RISER 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 B� (°i2cl- FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 12-10-19 O q Lo � N � i I Lo � rn rn co con r` J � M " to I.- ao J 0 Ix o co a _J 0°0N LL r LJL N F:o 0 Q'NU Z afi co Z i 0- W .j "IL- PROJECT NO. 17-015-004 DATE DRAWN 2-17-20 DRAWN BY MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 2306 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET IoO e%J� GOO 0 I 10 to i o co O LI o 0 I Lo O +6'-8" HDR. HT. O HDR. HT. HDR. H T. N 0 I iE o 23'-8" 14'-4" 23'-0 3/8" 14'-11 5/8" C.B. COLS.- 1'-4„ TOP + 6'-8" A.F.F. a NJ - in 0 14'-2" ■ - P.C. HDR. ABV.-- - BOT. + 6'-8" A.F.F. LANAI F +7'-4" 0 8'-0" CLG. HDR. HT. CONC. SLAB I R/S 0 N------- N 8'-0" CLG. I r 8'-8" CLG. N 8' CLG. 7 11 ■ ■ ■ ■ I- - -9-01, - - I '� 13'-7 1/2" I 14'-1 1/4" R S MASTER BEDROOMI • I 0 2 H. 2x I \ COFFER CLG. I KNEEWALL I n I FAMILY ROOM 4Q VAULTED CLG. ■ 3'-5" -9 1 /2 2'-6"' 42" H.I 'o WALL 6' CLG. CV 2'-0" N o ■ N Z L TYP. 00 - _ - - - - - 1 � O O N a • 0� 4 n I ■ I 10'-O" 3'_ M 4'-1 1/4" � 3'-0" 5'-0„ 5'-7" 11'-4" RAISED �-- - ---- 2-3 1/2" I RAISED I BARTOP DEN/BEDROOM #4 � "� I BARrQP ;I SINK W/ I ■ 0 j� DISP. IIH ( ■ 8' ctc. 00 LIVING ROO `° II KITCHEN i_ CATHEDRAL CU . II VAULTED CLG. O ■ 0 R /g I I � I co I z It L ■ -- ® R/S N ■ I I � �'- � w r BREAKFAS VAULTED CLG. 5'-7 3/4" 5-4 1/4" 15'-5 1/4" 0 Uz ao " 9'-6 1/2" 6 ■ N BEDROOM #2 I 4-4" 11 5'- r 8' CLG. to DINING ROOM 1 8 CLG. N N CATI�IEDRAL CLG. 1 5 SH, W. N • I 8-0" •I 8' CLG. ® NAC D - N 1>, - - - M.T. 0 ® 0 nI T-g" S-7 1 /2 7'-1 3/4" 18'-3 1 /2" 1" IN _ M VAULTED CLG. z 2'-8" a I I I 2X400 • a 0 in O KNEEWALL- l� 9 M.T. TOP + 12'-11" I m 22"x54" R/S 5 - - -8 SH i x ATTIC ACCESS ■ II W/ STAIRS I,- ABLE - - - y ® o HDR. S ABV. 2X4 KNEEW LL- o 010-GARAGE TOP + 12' 11" +12'-11"OX tHEN' OUT BETWEEN 8' CLG. A.F.F. CLG. HT.RUSSES A V. - - ARAGE R OF 6'-0" 1'-8 3'- 3/4"OF END BEDROOM #3 01 ABV ABOVE • 8' CLG. ro ■ n 0p n 10 A 0 6'-2" P.C. HDR. ONLY k(NO LINTEL COURSE ABV. WDW. 20" 16'-0" 20„ 19'-4" 12'-4" 6'-4" 38'-0" 0 I o 0 I o N -VENT MICROWAVE THRU WALL 0 OI +7'-0" n HDR. HT. CABINETS - ABV. DRYER V.T.W. COND r 0 I io FLOOR' PLAN 1/4" = 1'-O" DOOR SCHEDULE O SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ 64"X7"X2 19 05 1 EXT. DOOR SIDE LIGHTS 6.2 S.F. MUNTINS IN SDLTS 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25' 1 EXT. DOOR 3 2868 SOLID CORE GARAGE DOOR 4 2868 Hi INT. DOOR 5 2068 POCKET INT. DOOR 6 2468 POCKET 1 INT. DOOR 7 2668 BIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT, DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR 11 2868 POCKET 1 INT. DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 52.125 X62 X52J 25 R A 35 SH X55.017" LEG .55 •22 1 MUNTINS ELLIPSE 21.6 S.F. B 25 SH 36"X62" .49 .24 2 15.5 S.F. c 4'W. X 3'-4"H. 48"X40" DEFAULT DEFAULT 1 GLASS BLOCK 13.3 S.F. D 33 SH 52.125"X37.375" .55 .22 1 13.5 S.F. E -1/2 33 SH 25.5"X37.375" .54 .25 1 OBSC. TEMPERED 6.6 S.F. F' 35 SH 52.125"X62" .55 .22 1 22.4 S.F. G 52"W.06"H. 11.8 S.F. .47 -24 1 MUNTINS EYEBROW (28" LEGS) 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. 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. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION 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 Ch co c ^� Lo m N O i� 0)J n J � � M OD QLLN (ZEE �q o Lij Q JCOQ�N J O W LL J - Z LL u /�11 <Q0OfVco'cD QU<�U ZO¢n. of U) uj N =O co d w J w PROJECT NO. 17-015-004 DATE DRAWN 2-17-20 DRAWN BY MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 2306 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET 1'-2 7/8" 1'-2 7/8" io o B 7 1/2 1 I 4'-11 5/8" _ o I I (o 12 D o N o s1— 8., I I tqr�1,-2 7/8„ ATTACHMENT PER MFRS. PRE—ENGINEERED RECOMMENDATIONS O ROOF TRUSS 1X2 NAILED TO TRUSS TAILS W/(2)—adNAILS OVERHANG SEPARATIONS u Rl CONCRETE -U• BLOCK 1/4" = l'-O" TIE —BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 1X2'S W/ 12d X 3-1/4" NAIL ATTACHMENT PER MFRS. EE P AN' N RECOMMENDATIONS STAPLES O 8" O.C. PER MFRS. RECOMMENDATIONS SOFFIT DETAIL CONTINUOUS VENTED SOFFIT N.T.S. CEMENTITIOUE ON LATH O E.J. B REAR ELEVATION 2x4 VERT. AT EA. FACE OF 1 /4" = 1'-0" ARCH W/ (3) 10d NAILS AT ' PRECAST LINTEL AT TOP EA. END TOE NAILED W/(2) BLOCK COURSE 10d AT BUCK 2x4 SOLID BLOCKING (FULL WIDTH OF WALL) BTWN. " TOP OF BLOCK WALL PLYWD. ARCH FACES W/ (3) A -A P.T. (2) 2X4 BUCK 10d NAILS THRU O.S.B. INTO CONNECT TO EA. 2x4 BLOCK W/ )(a" x 3" TAPCONS (1 1/4" Li P.T. (2) 2X4 BUCK - MIN, EMBEDMENT CONNECT TO BLOCK W/ 3f6" x INTO BLOCK) 3" TAPCONS (1 1/4" MIN. 2X4 VERT. BRACES EMBEDMENT INTO BLOCK) 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PROVIDE 34s' x 3" TAPCON (1 2x4 SOLID BLOCKING (FULL i/4" MIN. EMBEDMENT INTO WIDTH OF WALL) BTWN. PLYWD. BLOCK) AT EA. SIDE BUCK-(1) — ARCH FACES W/ (3) 10d NAILS WITHIN 4" MIN. TAPCON OF — THRU O.S.B. INTO EA. 2x4 START OF ARCH BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS 1" x 3" BUCK ARCH IN SECTION A —A CONTINUOUS MASONRY OPNG. DETAIL (REF. ELEV.) RIDGE HEIGHT +77'-10" A.F.F. — — — — — — — — — — — — — — — — — — — — KEYSTONE (PROJ. 1 1 /2") TRUSS BEARING AT ENTRY +12'-11' A.F.F. 6"W. RAISED TRIM — — — — — - (PROJ. 3/4") _ E KEYSTONE I o (PROD. 1 1 /2") O TOP OF BLOCK -0A.F.F. p -- +8" - —�--- ARCH OPNG. TOP OF BLK +8'-0" A.F.F. ---------o--------------o----- o---------- o------ CEMENTITIOUS COATING Do _ 00 ON BLOCK I o to 3 p 2 — — — — — — — — — — — — — —. — — — — — — — — — — — — — LEFT SIDE ELEVATION CONC OR MASONRY DRYWALL BOARD DOOR 1R/M DOOR FRAME FASTENED THROUGH BUCK W/ 3-1 (4" x 1/4" (MIN) TAPCONS, W17H (1J TAPCON 6" Am FROM EA. CORNER; AND _ TOP OF SLAB 4 EQ. SPACED TAPCONS ON EA. WR77CAL +0'-0" A.F.F. LEG W/ MIN. EMBED OF 1 5/8' (REF. ELEV.) 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. PRECAST LINTEL AT TOP BLOCK COURSE BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING ix6 P.I. BUCK SET IN DOOR THRESHOLD SET SEALANT AND SECURED W/ IN BED OF CAULK & CASE HARD NAILS 0 12" O.C. (MAX) FASTENED TO SILL W/ 3A6- DIA. TAPCONS ® 18' O/C PERIMETER CAULKING o a0 FLOOR COVERING � h� °° CEMEN7171OUS FINISH o ° PERIMETER CAULKING QO° °°O .d° d .o b00 o DOOR TRIM n PERIMETER CAULKING CONCRETE SLAB HEAD/JAMB DETAIL, EXT DOOR SILL DETAIL EXT DOOR 1 /4" = 1'-0" 1x3 OR 1x4 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 ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16"x3 1/4"TAPCON SCREWS 024"0/C MAX. IN PREDRiLLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENTiTiOUS FINISH HEAD DETAIL WIND❑W ----------------=--- 0----------- --- — — TOP OF_BLK. +8'-0" A.F.F. 41- _ TOP OF SLAB +07-O�A.F.F. (REF. ELEV.) 18"H.x18"W. QUOINS W/ 2" CLR. BTWN. ALUMINUM FRAME FASTEN THRU BUCK W/ 31i6"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 CEMENTiTiOUS FINISH z—CAULKiNG CONC. OR MASONRY ix3 OR 1x4 P.I. BUCK SET IN 40 ° 0 SEALANT AND NAILED °00 . Qo 06 "' W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. ° ' o MAX. PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD CAULKING JAMB 'DETAIL SILL DETAIL WIND❑W WIND❑W 12 16 CEMENTITIOUS COATING of ON BLOCK 3= 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------- 6"W. RAISED STUCCO 18"H.xl8"W. QUOINS W/ 2" CLR. BTWN. FRIEZE TRIM (PROD. 3/4") ROOF CRICKET 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED _ _TOP OF BLK — — — — — — — — — — — — — — — — — — — — +8'-0" A.F.F. ®® N} ALIGN FRIEZE BD. 00 0 W/ GARAGE DOOR 00 LI N � HEADER 2" 6,. U TIN o IL 11 00 = 18"H. STUCCO QUOINS W/ 2" CLR, BTWN. A�TOP OF SLAB_------ — (REF. ELEV.) 18"H.x18"W. QUOINS 2" CLR. BTWN. SMOOTH FINISH AT W / FRONT DOOR / WDW. (PROJ. 3/4 ) FRONT ELEVATION _ " 1/4' - 1 0 RIGHT SIDE ELEVATION 1 /4" = 1'-O" STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY ix4 OR ix6 P.T. BUCK SET IN SEALANT AND NAILED W/i-112' CASE HARDENED p° COiL NAILS AT 24' 0/C. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 114' (MIN) TAPCONS AT 14 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) DOOR FRAME FASTEN TO SILL W/ /6 x 1' SCREWS 0 2'-0' 0/C 7"FLOOR COVERING 0 \ GROUTCR BED CONCRETE SLAB SILL "DETAIL (SGD) MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LTC. 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 TOP OF BLK. +8'-0" A.F.F OP OF SLAB A.F.F. MICHAEL C. ANDERSON FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 12-10-19 Lo m O 0) LLJ co N JD0) JcoA a0 ofU N z O QJXOCO J m O coN LL F m wmc� cl04 z ofIncq �O a co W H Vi ILL_ 1 PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 C C C 191 HATCHED AR INDICATES 2) BOTTOM CHO BLKG. AT 48 SEE NOTE #: NOTE: TOP OF SEE SECTION X-X ON SHEET A6.1 SEE SECTION X-X ON SHEET A6.1 P.C. LINTEL BOTT. @ 6'-8" ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS 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 SPH4 (TOP — PLATE TO STUD CONNECTOR) TYP. (2)2X W/ PLYWD. SPACER BEAM AS NOTED PER PLAN 2x CONT. STAGGERED MID —WALL BLOCKING (WALLS OVER 10' HT FLAT ARCH PROVIDE BLOCKING 0 TOP PER 4'-0" O.C. MAX. PLAN 2x STUD ® FRAME OPNG. 16" O.C. PER PLAN 6 (PROVIDE (2) PROVIDE 2x4 BOTTOM CHORD BLKG. AT 48" O.C. SEE NOTE #2 2x4 "X" BRACING TYP. < 2900 > 24-10d X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS ROOF TRUSSES OR 2x RAFTERS ® 24" O.C. CONNECT W/(2) 16d MIN. COMMONS TOE —NAILED TO TOP PLATE SEE ROOF PLAN FOR REQ'D STRAP AT EACH MEMBER. SPH4 (TOP — PLATE TO BEAM CONNECTOR) ® 16" O.C. TYP. LSTA24 (BM. TO STUD CONNECTOR) NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). M AX. 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 3/i' MIN. EMBEDMENT) W/ 2" X Y8" THICK WASHER ® 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL CONNECTOR PER ANCHOR SCHEDULE 2-2X4 TOP PLATE W/ SIMPSON "SPH4" AT EACH TOP PLATE / STUD CONN. KNEEWALL W/ 2X4' SPACED 16" O.C. 2 X 6 BETWEEN TRUSSES UNDER FRAME WALL SIMPSON "SPH4" AT ALL BOT. PLATE/STUD CONN. FRAMING PLAN 1/4" = 1'-0" PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1B 950 PLF 361 PLF B-2 70" 8F8-1B 1459 PLF 1272 PLF B-3 42" 8F8-1B 3166 PLF 2165 PLF B-4 70" 8RF14-1B 4242 PLF 1900 PLF B-5 54" 81`16-1B 6039 PLF 2507 PLF B-6 70" 8F8-18 1459 PLF 1272 PLF B-7 112" 8F16-18 1818 PLF 980 PLF B-8 90" 8F16-18 2661 PLF 1634 PLF B-9 64" 8F16-18/2T 5365 PLF 2290 PLF B-10 168" 8F16-1B/2T 1002 PLF 709 PLF B-11 112" 81`16-1113/2T 1843 PLF 1326 PLF 12 PER X_ CONNECTOR PER ELEV. ANCHOR SCHEDULE ROOF TRUSS OVER ENTRY +13'-2" STD. BRG. HT. DBL. 2x4 TOP PLATE PLACE 2 X 4 STUDS OVER EACH TRUSS (2'-0" O.C.) 15/32" CDX PLYWOOD 8d ® 4" O.C. EDGES 6" O.C. FIELD / CONNECTOR PER FRAMING PLAN P.T. 2X4 BOT. PLATE W/ 1/2" DIA. A.B. ® 16" O.C. W/ 2-3/4" MIN. EMBED. & 2" SQ. WASHERS KNEEWALL DETAIL 3-16d NAILS 2 X 4 VALLEY FRAMING AT 16" O.C. REFER TO TRUSS ENGINEERING FOR CUPPED GARAGE TRUSS 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. 0 24" O.C. VERT ® (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 1'-4" UNLESS NOTED OTHERWISE 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 6 /ZQ FL. LIC. AR0017305 LO LO D) N o 0'j LU N H J � J � M 4 0 N 0 0_ OJofOCD w J 00 O � N maLL"",U ^ 1 � W F- cD W 0 U UO Q Z n ofco uj iOU)O � 2 cM a- Lu J W H- PROJECT NO. 17-015-004 DATE DRAWN 2_17-20 DRAWN BY MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 2306 SQFT CUBIC VOLUME OF CONDITIONED SPACE = 14,104 CUBIC FEET SHEET A 4mO M�. copy S.D.O O Q C.M.D. PREWIRE N CATS PREWIRE \ S.D. EXH. FAN- C S.D. I S.D. "' I I �, -_. �_-------- I W .. GFI SfwDISP GF Ij II 3 OUTLET FOR MICROWAVE FEEDER 120/24OV-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22.000 INT A/C 65.00 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 1 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 0 12 20 BATH GFI 12 13 KITCHEN 20 12 0 14 15 BEDROOM ARC 14 15 H-W 30 10 0 14 15 BEDROOM ARC 16 17 H-W 30 10 14 15 GENERAL LITE 18 19 SPACE 0 14 15 BEDROOM ARC 20 21 GENERAL LITE 15 14 14 15 WP/GARAGE GFI 22 23 DISHWASHER 20 12 0 14 15 GARAGE DOOR 24 25 0 14 15 GENERAL LITE 26 27 0 14 15 1 GENERAL LITE 28 29 30 31 0 32 33 • 34 35 36 37 38 39 40 41 ; 42 ELECTRICAL LOAD CALCULATION 2074 S.F. AT 3 VA - 6.2 kVA 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 SUBTOTAL 33.7 kVA FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA 23,480 VA DIVIDED BY 240 V 97.8A POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE 10- 1 •�' — — — — \ 22 x54' EXTENT OF AREA M 0 I �J� ATTIC ACCESS AC FOR VINYL OR TILE X W/ STAIRS COND -- --- PER CONTRACT �— — —� W/ PULL CHAIN GFI I LIGHT ABV. GARAGE DOOR ELEC. OPENER PREWIRE PANEL11 ----- - -- -- -- METER S.D.Q I ' 1 I I PREWIRE I I 1 I / I COACH LTS. PREWIRE COACH LTS. ' PREWIRE ELECTRICAL PLAN 1/4 = 1'-0" 2" RIGID O.H. SERVICE F.P 3-#2/0 XHH W 150 �I _ 32 OCKT AMP PANEL C/B METER 3#1 CU THNN 2" CONDUIT NO. 4 CU. WIRE TO COLD WATER PIPE IF CU PLUMB. —171 IF NOT CU USE ----`a or SUPPLEMENT GROUND NO. 4 CU. WIRE TO'5/8" x 8'-0" SCHEMATIC ELECTRICAL RISER 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 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 2010 F.B.C. LEGEND SURFACE MTD. CEILING FIXTURE 4- PENDANT FIXTURE RECESSED LIGHT Y WALL MTD, BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE FV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE DR W/ LIGHT AS NOTED) BOO WALL MTD. SMOKE DETECTOR Q CEILING MTD. SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR -� CHIMES CHIMES PUSH BUTTON TELEPHONE JACK ZJ CABLE TELEVISIDN JACK 110 V, DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET a 110 V. JUNCTION BOX SWITCH @ 42' AFF. d- RHEOSTAT SWITCH @ 42, A.F.F. TP U TOUCH PAD FOR SECURITY SYSTEM Q 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 EDITIOf MICHAEL C. ANDERSON FL. LIC. AR0017305 (( PLAN REVIEW MASTER PLAN REVISION 12-10-19 rn 0 N _o m w N C) rn x^ J Fj5 M Q 0 a O p LL N o p p _j ry o z J m O� N Q,JLL �wwco0 Z O Q U of U) I-- W IL0U)0 M 0- w J w PROJECT NO. 17-015-004 DATE DRAWN 2-17-20 DRAWN BY MCA CAYMAN 1763 B2 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 118 SOFT ENTRY 38 SOFT TOTAL 2306 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET Joe Go L R-30 INSULATION 1/2- CLG. GYP. BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR COW PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 1x4 P.T.- PLOYCEL SEALANT P.T. WOOD BUCK - ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2" DRYWALL ON 1x2 P.T. FURRING 0 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP 0 EACH TRUSS REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN _ - TTOP_OF BLOCK �� ' REFER TO EXT. ELEV. ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT, ELEV. CONT. ALUM. VENTED SOFFIT ' - h W-DW. HDR. HT. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL I(LOCATIONS PER FDTN. PLAN) Y TOOPO'OF SLAB I FINAL GRADE III STUCCO STOP AS REQ'D. I I PER LOCAL BLDG. DEPT. I CONIC. FTC. PER =I I I FOUNDATION PLAN -III-III-III TVP l RI OrV UlAl I IT, II II II I I I I I I I I I I it 8 STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: UNTEL 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN 3 SEC. BURST PER 2017 FBCR. ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2x4 STUDS 0 SPACING 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=199 MAX.,TYP. PER PLANS L-� THE 2017 FBCR. PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW 3.' ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM -FIR, OR SPRUCE -PINE -FIR. VERTICAL FILLED CELL ° 4" THICK WITH FIBER MESH Al 6 X 6-10 10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. W/ 1-#5 BAR COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE (2) 16d OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE ® 12" O.C./ 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" NAILED AT 6" O.C. MAX. CONC. BLOCK WALLCOLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL (2)2x4 P.T. W/1/2" DIA. \-(2) 10d BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. COUNTERSUNK BOLTS 0 6" O.C. RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED. 0 24" O.C. VERT 3 1/4" THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) 2 1/4" MIN EMBEDMENT WITH APPLICABLE BUILDING CODES. TO BE #2 OR BETTER GROUP It, UNLESS OTHERWISE NOTED. WITH 2" SQUARE X 1/8" CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN THICK HURRICANE WASHER DETAIL AT FINISHING, AND CURING SHALL BE FOLLOWED WHEN .USING FIBER MESH CONCRETE ARE TO BE #2 OR BETTER, SPECIES GROUP II " MAX. 1 HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. II II TOP OF SLAB 90' CORNER WALL TO 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f'm = 1500 psi 9. AS 10. OF 11. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL PER DRAWINGS. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. NAIL PATTERNS: EXTERIOR FRAME CONC. BLOCK WALL CONNECTION 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLSAND-DOUBLE CHANGES OF DIRECTION WITH MINIMUM LAP OF 30 PLATE AT 12" O.C. OUTSIDE THE SPLICE ZONE (S EE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. 9. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -DOUBLE HEADERNAILPATTERN AT 6" O.C. AT TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER EA. EDGE, 12" O.C. INTERNALLY. ENCLOSED DETAILS. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER 10. EPDXY ANCHOR ALTERNATE: -STUD TO TOP OR BOTTOM PLATE- (2)16d END THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR NAILED OR (2)16d TOE NAILED EA. SIDE BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. -ALL INTERIOR HEADERS TO BE (2) 2x THE FOLLOWING CRITERIA MUST BE MET: WITH 1/2 FLITCH GLUED AND NAILED WITH 16d AT 8 O.C. STAGGERED. ANCHOR SIZE CONIC. HOLE SIZE 1/2" 3/4" 12. ROOF SHEATHING TO BE MIN. 15/32" CDX 3/4" 1 MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 7/8" 1 1 /8" 6" DIAGRAM. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. Ai AND/OR MANUALY. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, MIXED PER MFG. DIRECTIONS. METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 11, MISSING DOWEL PLACEMENT: NEW HOLE SHALL HE DRILLED' 7/8" TO 1" WIDE AND 10" DEEP. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 UNLESS NOTED OTHERWISE. STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED MIXED PER MFG. DIRECTIONS. a z m 3/4" DIA. X 6" DEEP HOLE FOR �w #5 BAR SET IN EPDXY ADHESIVE TOP OF BLOCK WALL GROUT SOLID AT TOP OF CELL II SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL II 25" MIN. LAP OF REBARS FASTEN GARAGE DOOR 3,000 PSI CONCRETE FILLED CELL REINFORCED/FILLED TRACK STAYS TO PT BUCK W/ #5 BAR CONC. BLOCK CELL W/ 5/16" X 1-3/4" LAG SCREWS 0 5" AFF, 36" AFF 72" AFF AND OPENING HT 1/2- DIA L-BOLT FOR 8'-0" DOOR (8" LONG) W/ 2" FASTEN GARAGE DOOR NG IN WALL SQ. WASHER AT TRACK STAYS TO PT BUCK I FROMUTOP TO 80TTW.IOM FOR FULL 32" O.C. MAX. 2x6 P.T. W/ 5/16" X 1 3/4" LAG I HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE JAMB DETAIL SCREWS 0 5 AFF, 36" AFF 54 1/2" AFF AND OPENING HT SAWCUT APPROX. 4"W. X 24"H. FOR 16'-0" DOOR OPENING IN WALL 2x4 P.T. W/ CONIC. 2x6 P.T. FROM BOT.NAILS AT 12" O.C. OF HDR. TO CLG. LINE25" MIN. LAP OF REBARS Pi SLAB1/2" DIA L-BOLT 2x6 M (8" LONG) W/ w. z co- X 6" DEEP HOLE FOR 2" SQ. WASHER P.T. 2x6 �m 5 BAR SET IN EPDXY # X ADHESIVE • GARAGE DOOR P.T. OPENING N ADDED REINF. FILLED ' 1/2' DIA L-BOLT (8" LONG) W/ BLOCK CELL DETAIL a 2" SQ. WASHER AT 32" O.C. MAX. ' - (4) EA, SIDE OF OPNG. NOTES: ' -DRILLED HOLE TO BE CLEANED PRIOR TO �t ELEVATION DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE GARAGE DOOR DETAIL I ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES 5' OROOF EDGE 2O ---------------) y,A O i O ROOF ( EDGE RIDGE - 4 - - - -O I� 2 2 I I �\e O O F 1 3 O O U)OI OZONE 1-USE 8d RING SHANK NAILS 0 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8d RING SHANK NAILS 0 6" O.C. 0 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. 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 r FL. LIC. AR0017305 011 Lo rn o CD W N � Y -'~ co An a o 00 N_ J� z wQJxC5CO J co N l ^ILL Q.WI.:CR0 W UQ UZOI �LOn cZ rN- S M n. w J w 1- PROJECT NO. 17-015-004 DATE DRAWN 2-17-20 DRAWN BY MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 2306 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET 1 SHEET ®■ INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" MIN TAPCONS VERIFY NUMBER OF TAPCONS WITH CONNECTOR SCHEDULE PRE—ENGINEERED ROOF TRUSS 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND #5 BAR ALTERNATE TRUSS ANCHOR DETAIL N.T.S. (4) 10d NAILS PROVIDE 2X4 BLKG 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER BD. W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 2'-0" 16" O.C. ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY EL: 36" ABOVE ADJACENT FLOOR 5x5x}" WELDED FLANGE 1" 1" 3" 0 x 1/4" STEEL PIPE J" TAPCON TYP.4 5x5x}" WELDED FLANGE 5" BOLLARD DETAIL LINTEL BLOCK TOP COURSE CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 15/32" CDX PLYWOOD OVER GABLE END TRUSS GALV. METAL FLASHING 2X4'S @ 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS _TOP OF BLO ER PPLAN—­IF `L- 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON LU24 ® EACH JOIST/ LEDGER BD. CONN. FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL -- O F Q Z cU a II #5 BAR DOWEL TOP OF LOWER 7- LJ II W/ STD. 90° HOOK BLOCK WALL F CONC. BLOCK WALL #5 BAR DOWEL II VERTICAL FILLED W/ STD. 90' HOOK CELL W/ 1—#5 BAR I I I I BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF 2x4 VERT. STUDS SHEATHING 0 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) SIMPSON STRONG —TIE "H2.5" AT EA. END OF 2x4 PRE—ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE 1. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. ROOF 2. PROVIDE "H2.5" SHEATHING AT EACH RAFTER END 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES \ AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING J CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT RODE FRAMING ON MASONRY I EXPANSII STRIP & ® JAMB HEAD LC (ONLY) STEEL, MASONRY OR WOOD FRAMING MORTAR JOINTS 1/4" TO 3/8" (TYPICAL) PANEL ANCHORS 8"X8"X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16" O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR SPECIFICATIONS SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT —WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II, EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE. GLASS BLOCK INSTALLATION 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. 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 MASTER PLAN REVISION 12-10-19 N CYD to r m O IA Lu L U � to 004 l�7 J j 0) 0 Q'> -oN co z J m Q LL C xwLLc°o0 W Z UU Q ^ U Of LO (n Z � O M d OJ J W F- SHEET A 6ml s FI►-E COpY FIN CDR WINDOW TOP NER — . — CORNER NAILING FIN FLASHING— TAPE — CORNER FLASHING TAPE TOP FLASHING TAPE SIDE FLASHING TAPE SIDE CHECKRAIL FLASHING — WINDOW BOTTOM SILL FLASHING TAPE #1 SILL FLASHING TAPE #2- 1. CUT THE WATER RESTIVE BARRIER (IC) ATER RESISITVE BARRIERI WATER RESTIVE E f1ST CUT I - T-- II I TH CUT, �CUT I I FROM EACH TOP UP CORNER AT A 450 I I I ANGLE TO ALLOW THE WATER BARRIER TO I I ��TYPI i BE LAPPED OVER THE I I �' I I FIN AT THE HEAD OF I I/`I I THE WINDOW. IL' S.V IO �I --_----------- 2. FOLD THE WATER RESISTIVE BARRIER (1D). 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 (Yz" 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. f 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. _ I 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 i BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2 SHOWN. r l I NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. I" I 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) I 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) O SHEATHING-, FRAMING I EXTERIOR I I I I I I I 1 I I 1 I I O I I I I t ! I I i I I L I I � EX`T01--, � VI�l1r _ 1 I I I 3 � I 1 I I I I I 3 I I I I I I I I I I I I L TOE NAIL (2) 16d EACH SIDE SHEATHING PER PLAN 2x4 TRUSS TOP CHORD BLKG. ® 48" O.C. 2x4 BLKG. 0 48" O.C. PRE-ENG. TRUSSES AT 24" O.C. 2x4 TRUSS BOTTOM 77�2)6d COMMON NAILS AT CHORD BLKG. AT .2X4 LADDER FRAMING 4'-0" O.C. REFER TO GABLE END TRUSS FRMG. PLAN 15/32" PLYWOOD SHEATHING OVER GABLE (2) 16d END TRUSS FASTEN WITH 8d ® 6" O.C. COMMONS TOE NAILED EA. SIDE NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKG WITH (2) 10d 2x4 CROSS BRACING 2 X 8 ® 16" O.C. KNEE AT 4''-- 0" O.C. NAIL 2 X 4 BLKG TO WALL WITH SIMPSON SPH8 WA2)16d NAILS AT EA. 2 X 6 BLKG WITH 10d AT EACH STUD TRUSS WEB MEMBER ® 8" O.C. :7 SIMPSON HETA20 NAIL 2 X 6 BLKG TO 32" O.C. DBL TOP PLATE WITH 10d ® 8" O.C. SIMPSON "MSTAM24" AT 32" O.C. W/ 5-1/4" X 2 1/4" TAPCONS IN MASONRY & 9-10d X 1 1/2" IN 2X6 STUD EXPANSION JOINT AT CEMENTITIOUS FINISH • 8x8 U-BLOCK TIE -BM. FILLED 2x6 P.T. PLATE W/ CONC. & (1) #5 BAR CONT. CONT W/ 5/8" DIA. VERT. #5 BAR AT EA. REINF. ANCHOR BOLTS 0 32" O.C. OR W/1/2" FILLED CELL PER FDN. PLAN DIA. ANCHOR BOLTS GABLE END SECTION @ VAULT 0 24" O.C. NOTE: * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BILK. FOR CEMENTITIOUS FINISH ROOF SHEATHING 2x4 BLKG. ® 48" O.C. — (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR -INFILTRATION BARRIER, OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP ® EACH TRUSS PER FRMG. PLAN 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN TOE NAIL (2) 16d EACH SIDE z— 2x4 BLKG. ® 48" O.C. — PRE-ENG. TRUSSES ® 24" D.C. 20 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0" O.C. (MAX.) GABLE END SECTION @ HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG, TRUSSES AT 24' D.C. 2X4 45• CROSS BRACING W/(2)16d NAILS AT EA', TRUSS WEB MEMBER 2x4 45" CROSS BRACING SCHEDULE SPAN BRACING REWD. 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 2x4 TRUSS BOTTOM CHORD BLKG,AT 4'-0' D.C. REFER TO FRMG. PLAN — (2) 16d COMMONS TDE NAILED EA, SIDE - Bx8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT, VERT. #5 BAR AT EA, REINF. FILLED CELL PER FDN, PLAN GABLE END SECTION X-X 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE -15/32' CDX PLYWOOD SHEATHING 7 2x4 BLKG, @ 48' D.C. (2) 16d COMMON NAILS AT EA, 2X4 LADDER FRAMING 2X4 STRDNGBACK IF GABLE TRUSS IS TALLER THAN B'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. I 2X4 'T' OR 'L' STRDNGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' D.C. SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.C. MAX) MON NAILS AT 6' ❑Z. TO 2x6 P.T.LATE EMENTITIOUS FINISH ❑VER FRAME rCEXPANSION ONSTRUCTIION PPLIED 2 LAYERS OF AN APPROVED ATER RESISTANT BARRIER MATERIAL R I LAYER ❑VER AN APPROVED HOUSE WRAP, JOINT AAT� CEMENTITIOUS 2xTb IP.4. PLATE CONT, W/ 1/2'x 8' ANCHOR BOLTS @ 32• ❑,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 r � ljl�f2_N 1 FL. LIC. AR0017305 pr- PLAN REVIEW REVISIONS MASTER PLAN REVISION 12-10-19 u) 0) r o CV W U ~ co N cr) ti J 65 M x A cn - < U- 00 pJ J07000N oco LL J mQ1rnC) xLLIF"co0 Z0< ��(nZ O r m = d W J W H SHEET �� 000 OPEN TO FAMILY RM. BEYOND BAR TOP—, mm IaIs KITCHEN FAMILY RM. BEYOND BAR TOP FILLER NOTES: 1 0 0 o El o B15 B FILLER RNG KIT. AT RNG. 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 AT CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F. 0 1 1 0 1 0 4 1 Bp4 I B 4 1 B 4 BREAKFAST ROOM TVALL-15TID. LT. • - 1mf1 Mc LAV I i� < O VB 30 W.G. FILLER BATH 2 �- 30" 1 1= RAID. Q OPEN 00 W TO 1 O HALL cc n O I — HALL ARCH CER. TILE LLER i 12 0 0 30" RAID. OPEN W21 30 0 0 B18 OPEN TO BEYOND SINK 0 0 0 0 SB 36 B18 REF DW KIT. AT SINK /DW/REF WALL MTD. LT. MIRROR M.C. FILLERS J J 0 0 0 0 Q I W � W Z Y I SH WR. VB60 M. BATH VANITY RAISE BAR1 GREAT RM. WALL ELEVATION WOOD TRIM 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE BARTOP DETAIL MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROANCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6TH EDITION) MICHAEL C. ANDERSON FL. LIC. AR0017305 MASTER PLAN REVISION 12-10-19 L rn N O 0) m W N I_ LJ J � r 0 Q Q LL co N 126 R O N J z pJQ'0C0 J m O N LLz ti J ^1 W W Mc00U UO U Z w�U)o cl) Q. W J W f— PROJECT NO. 17-015-004 DATE DRAWN 2-17-20 DRAWN BY MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 2306 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,104 CUBIC FEET SHEET A 7mO .09 Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: 1 r 17 . ZJ17E -- -- I � I I I 1 i 4" 1 XH L.1cLr+ 1 AN-0 �tL1 I I /lso ® 4 1 I 1 'aCo 14X14 1 !d R/A I �' on 7 --- 1 OX10Qi. R/A 16X16 9 1R/A /1w 7 BSK. EJ 95 — i 1OX10 R/ 4" ` FIF0 9„1''I 6„ �~ 12�12 I tR A 1 100 R/A LBO 12" 8" I I 1 II II I II 1 II II_ I II - II I II I I —_SINK W/ DISP. 01 le/7 C_- 7" IA7 � 24X24I -- ED. RHF REF. LINES RUN OVERHEAD 22"x54" x ATTIC ACCESS — _j W/ STAIRS Heating System Air Source Heat Pump CH14NB036`0`"B" CARRIER AIR CONDITIONING Air Source Heat Pump 8.2 HSPF 0 33,800 Btuh n/a n/a n/a Cooling System Air Source Heat Pump CH 14NB036'0••B* FB4CNP042L CARRIER AIR CONDITIONING Air Source Heat Pump 14.5 SEER 0 34,200 Btuh 25,650 Btuh 8,550 Btuh 9162515 NOTE: ALL DUCTWORK PENETRATfNG GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. DRYER VENT FHRU WALL 0GA HVAC , PLAN 1 /4" = 1'-,0 r WBYIWtM PIR-rMir C17Mr7EMS4fi` COX - 1t8TR7ay/UrsuEfNN1" WC710N INKittrinM `--^ RV71PERWr LIM17 LINE TAIL " 17" 20 Le) Oct Preferred Air Conditioning & Mechanical, Inc, 1643 Donna Road West Palm Beach, Florida 33409 P: 561-689-1093 / F: 561-478-0089 831 S Kings Higghway Fort Plerce, Florida P: 772-878-7577 / F: 772.878.7610 CAC1817fta MICHAEL C. ANDERSON MICHAEL G. ANDERSON, ARCHITECT OF RECORD Z = FL. LIC. AR0017305 2j 1020 SW PROVINCETOWN-LANE, PORT ST. LUCIE. FL 34.953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THIE 2017 FLORIDA, BUILDING CODE —RESIDENTIAL (6TH EDITION) FL. LIC, AR0017305 PLAN REVIEW REVISIONS I I MASTER PLAN REVISION 2-3-17 w J q W Q N 10 uO O_ 0) W CD N JCD 67 � J A o r. U) - Q W Co NN �`z O CjJO=gco JmQaON l/I�t 1JLL J mQIL rnU CFI W {=co0 ZOQ�U w'r'UO 17 (M d W J W I — / mmr-N ICl�T \1 SHEET