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HomeMy WebLinkAboutBuilding PlansPRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: LOT 8 - PHASE IIA, MORNINGSIDE DEVELOPMENT, 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 3068 068SDL FIBER -CLASSIC HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: W/ EXTERIOR SWING DOOR SMOOTH STAR 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" FL15225.5 +40.0 - 40.0 PSF 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 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON « >> 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" FL15332.6 +/- 40.0 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 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 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) O WINDOW 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 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 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 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 0 WINDOW 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) FIXED GLASS MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.1 +/- 55.0 PSF (MIN) 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. 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 PRODUCTSINC. «>> PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN TABS ATTACHED TO SHEATHING WITH 2 STAGGERED ROWS IN THE FIELD OF FL12328.7 ORGANINC FELT , THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12" O.C., AND 1 ROW AT THE OVERLAPS FASTENED 6" O.C. TAMCO BUILDING ALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE «»EDGE, PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 61/8" ABOVE BUTT FL18355.1 PRODUCTS, INC. APPROX. 1" & 13-1/2" 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 +/- 50.0 PSF (MIN) HURRICANE SHUTTERS 20 GAUGE GALV. STEEL STORM EASTERN 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 SUBJECT TO DAMAGE FROM WINTER DESIGN DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDSs AIR FREEZING MEAN ANNUAL Speed Topographic WWeatheringe Frost linen Termite LOAD (mph) effectsk (NA) r CATEGORY dap,,, TEMP' REQUIREDh INDEX TEMPI N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy For SI: 1 pound per square fool = 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)]. The grade of masonry units shall 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)]. WrAnd exposure category shall be determined on a she -specific basis in accordance with Section R301.2.1.4. e. The outdoce design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values forwinterfrom Appendoc D of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. I. Reserved. g. The applicable governing body shall, by dotal floodplain 600dplain management ordinance, specify (a) the dale of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of food 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 SQ. FT. VENTILATION AREA REQUIRED = 1,918.0 SQ. FT. / 150 (F.B.C. R806.2) = 12.78 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 165.5', 12" WIDE SOFFIT = 43.1', 8- WIDE SOFFIT = 49.0, SQUARE FOOTAGE OF SOFFIT = (165.5' X 1.33') + (43.1' X 1.0') + (49.0' X .67,) = 296.0 SQ, 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. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE 1 have reviewed the above product approval information and approved � it. Name: Ptc./nK,ej /41ca&'cm Sigr aturtd&,C ,r/ mil/ Certification sNNum�e b7er: A"o n ->o j- Date:��!N 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: II 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 (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 ENU 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 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 MICHAEL C. ANDERSON _ -�u FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 to LID M � N o to W N C) 0 o J M Uj Q LL N C4 rJ LL -1in0coN ` ['WJ J mQLL0) LU 9 () Z OU Q U LU LID UC\I O M d w J LU I - PROJECT NO. 17-015-008 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET CVR LLZ 0J o 3: 0 W V m, sW Wn� Ix RECEIVED MAR 0 4 120 ST. Lucie Eaunty4 Penrang, 0 i_ m N 6x6 - 10x10 WWF CONC. 6x6 - 10x10 WWF w OR FIBER MESH SLAB OR FIBER MESH a CONC. 8" _ > SLAB VARIES 2- --- o GRADE � �� #5 �2- a # I BARS g^ BARS I- I, p A DETAIL g DETAIL C DETAIL 1 1 1 22'-0" 6'-8" 3'-10" 6'-8" S-10" 1'-0" 36" X36'X76" DEEP CONC. FTG. W/ (3) #5 1'-0" EACH WAY C D �E — — — — — — — — — — — — — — — — - 44 _ o ro I G L_I o - 1 10 A I � HB 1 w p I G o ro I I ■ Jn , 1 M , 1 8'-8" 3'-8" 1 ' I I F I ■ ■ ■ ■ = I J RECESS SLAB 0 FOR S.G.D. 1 1 3,1 1 1 /2„ I I 2 7 5/8' LAV I 1 0 I co o I ■ N II in I in LO LAV I I 3 1 /2 10'-10 5/8" 0I 11 r'' II I WC II II SINK W/ ■ ■ SHWR. O' — n " 1 DISP. I o I 11'-7 5/8" I I I I RECESS SLAB REFERENCE II® I 00 I 3 1/2" FOR SHOWER FINISHFLOOR II A I ■ 4" 2500 PSI CONC. SLAB W/ a0 FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN ■ I FILL. 00 INDICATES C.M.U. CELL FILLED H1 d M W. O m CO I W/ CONCRETE AND (1) #5 1 rS (0 A VERT. REBAR CONT. FROM I I FOOTING TO TIE BEAM (TYPICAL) AC d I\` TUB/SHWRWH ■ Fn LAV � I ■ I � L A/C CHASE i� 0 2'-10" 2'-6" I 1 aui 1 ■ 1 COND 1'-1 5 �8" o 1 vJi 1 w 0 I `n I A � I I D �, D m ' I ■ I I 1 N I■ 5'-9" 5'-2" I 200 100 I LO I A o o I � I I I 1 1 ( HB I 1 7_1 I F SLOPE DOWN 1"200 AT GAR. DOOR m\ o L--- -- 1 OfL I 1 10 — — — — — — — — — LO o G ■. — 0. B 4'— 4, A V-4" 1'-4„ 20" 1 16'-0" 20„ 38'-0" U 6x6 — 10x10 WWF CONC. w OR FIBER MESH SLAB �Vlb a SLAB 1'-0" SLOPE GRADE= GRADE 1 16LOIW) BA♦S81'-4` D DETAIL F DETAIL 1 � CONC. 1—#5 1-#5 SLAB BAR CONC. BAR SLAB 00 4" 8„ G DETAIL H DETAIL 1 1 5 1 2 FRAME 7 %8"BLOCK) cn N CONC. CONC. 2-#5 CONC. SLAB SLAB�BAR SLA o 2-#5 8' 1'-4" BARS 1'-4 8„ 4" 4" J DETAIL - S.G.D. K DETAIL H1 DETAIL 1 1 1 CONC. 8" 8 _ CONC. SLAB I, VARIES 4 SHOWER SLAB CONC. RECESS - SLAB = AT WALL --- ---- d- -- --- � GRADE w RECCESS 2-##---- 0 4 Y=>K 8 X ,� BAf�S 4 G1 DETAIL L DETAIL M 14DETAIL , 1 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY CONC. — A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 69'-1„ AD = 59,_1 D„ BE = 68'-6„ BF = 61'-3,> DIMENSIONS ARE ROUNDED' TO THE CLOSEST 'INCH FOUNDATION PLAN 1/4" _ 1,-0„ PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. R ram` 3" V.T.R. DEPTH 3" MIN 311M — DETAIL FOOTINGREBAR & " j\\ TRANSITION LAV PIPE THRU `�\\ LAV PF , FTG. DETAIL TUB 3" 2" W.C. SHWR. 3„ JI�2" V.T.R. I I I I I I V S12" j'[2' V.T.R. I I I I I 3" 2" I WASHER �i�// i// Ir I3„ I I I I I i I I I A4✓ CLEAN OUT 3 3" MAIN I I TO SEWER 2" LXOR 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 FL. LIC. AR0017305 i MASTER PLAN REVISION �2-3-19 LO LO rn �- CV CD W CoN UH-rnn M LLco N �JCC 000 LL J m Q� N J 0 o=OQ�rnU wF- cflU' QUOCNU z0a� Lu V) I- W 'ncoCN 0 M EL W J U.I I — PROJECT NO. 17-015-008 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL , 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A■l ,FILE COPY 0 I 0 I m 0 M I 22'-0" 10'-6" 1'-4 16'-0" O+6 -8" O +6'-8" C.B. COLS.- HDR. HT. HDR. HT. TOP + 6'-8" A.F.F. ■ ■ ■ ■ ■ ■ ■ EGRESS P.C. HDR. ABV.- ■ BOT. + 6'-8" A.F.F. 6 _8'-0" CLG. _ _ 15'-8 3/4„ O r 8'-8" CLG. 15'-0— — — , COVERED PATIO I 8' CLG. 1 12'-0" ■ 8' CLG. 1 — —R/S— \ TYP. 1 R/S 1 1 8'-01, 4'-0„ — ©1 MASTER BEDROOM ■ ■ ■ ■ 8' CLG. COFFER M — — 4 R/S �I 10 M.C. 3'-5" O N 7 8' CLG. °0 n a 00 (Aih \ O (n N) B [ M +6'-8" w N HDR. HT. ■ \ BEDROOM #3 VAULTED CLG. ■ I I 15'12 1/4" I GREAT DOOM CATHEDRAL CLG. I I I I 15' 18 1 /4" 1 7'-4 1/2' I o 1 N R/S 0 0 O■ 0 +6'-8" 1 8' CL 7'-8' ® 3'-7 1/2 7'-1 3/4„ v HDR. 1" IN �_ 2'-8" zCL ■ O oa VAULTED CLG. I I Lo Lo 1 O 0 N R/S 9O M.T. = N ® ® O HDR. HT. 10 -4 ABV. f ■ r 6'- 0 1'-8' 3'- 1 3/4' CLGI HT. ■ 0 I BEDROOM #2 8"W. ARCH ABV. 8' CLG. SEE ELEV. -- _\x-- +6'-8" OA — HDR. HT. EGRESS x ■ FLAT ARCH ■ CO m p ■ 4'-4" SOFFIT ABV. w N < 20" - 12'-4" 6,-4„ 38'-0" NING ROOM VAULTED CLG. \ r\ I N 0 I 10'-3" RAISED BARTOP M, 7'-9" . m N 00 ro n I 0 N 5'-2" 11 110SINK W/ I DISP. O a KITCHEN IIVAULTED CLG. Ej 4'-4' 8 CLG 5 SH. NAC 18'-3 1/2" 10'-0 1/2" 10 l 8' CLG. 1. O +6'-8" HDR. HT. ro W SHELF 1 00 ABV. I I 22"x54" i x \ I ATTIC ACCESS GARAGE 8' CLG. 16'-0" 19'-4" ■ 20" DRYER V. T. W. COND DOOR SCHEDULE O SIZE FRAME AREA U FACTOR SHGC Q REMARKS 3068 W/ 64"X7"X2 1 SIDE LIGHTS 6.2 S.F. t9 05 1 EXT. DOOR MUNTINS IN SDLTS. 2 96X 8068 S.G.D. 53.3 S.F..58 3.3 S. .25 1 EXT. DOOR 3 2868 SOLID CORE GARAGE DOOR W/ 1 SELF CLOSING DEVICE 4 2868 6 INT. DOOR 5 2068 POCKET 1 INT. DOOR 6 2068 1 INT. DOOR 7 1668 1 INT. DOOR 8 4068 BIPASS 2 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 2868 POCKET 2 INT. DOOR 11 16070 OVHD. DOOR =GARAGEDOOR WINDOW SCHEDULE O SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62" 22.4 S.F. .55 •22 1 MUNTINS B 36"X62" 25 SH 15.5 S.F. .49 .24 4 C 33 SH 52.125"X37.375" 55 OBSC. TEMPERED 13.5 S.F. .22 1 D 1/2 33 SH 25.5"X37.375" OBSC. TEMPERED 6.6 S.F. .54 .25 1 E 64"W.x36"H. 63.0"X35"X60.0"RX27" LEG EYEBROW (28" LEGS) 14.4 S.F. 56 .25 1 15 LITE FLOOR PLAN I. VvlNUUwS, UUUKS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: 1 /4" = 1'-0" 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 A_9oI ` FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 2-3-19 Lo m CD m w UF=rn� to N J An N �z LL _j 0 OfCDco Jm000N J u �(o0 CO of Wmu ZUUQ�U Lu Lo U) O N CM d w J w IL — PROJECT NO. 17-015-008 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 2mO ATTACH 1-1/2' X 4-1/2" P.T. BUCK TO BLOCK WITH: CONC OR MASONRY HEAD: 1/4' X 3-3/4" TAPCONS SPACED 4' FROM CORNERS, 3" k 6' FROM MUWON. JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4' FROM CORNERS, 18.94' O.C. MAX. oQ DRYWALL BOARD o CEMEW7777OUS FINISH DOOR IMETER CAULKING ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM HEAD: 110 X 2-1/2" PFH WOOD SCREWS SPACED 4' FROM CORNERS, 3' k 6' FROM MUWON. JAMBS: #10 X 2-1/2" PFR WOOD SCREWS SPACED 4' FROM CORNERS 18.94" O.C. MAX. HEAD/JAMB DETAIL (2X BUCK) EXT DOOR 4CIA 4' x 4-1/2" P.T. BUCK SET IN DOOR THRESHOLD SET IN BEAD OF CAULK AND CONC. OR MASONRY LANT AND SECURED W/ FASTENED TO SILL 1WTH 1/4' DIA. X 2-1/4' TAPCONS E HARD NAILS 0 12' O.C. (MAX)SPACED 3' FROM CORNERS, 3' & 6" FROM MUWON PERIMETER CAULKING �1 FLOOR COVERING —� DRYWALL BOARD . DOOR TRIMCEMIEN7777OUS FINISH _o "O 'o C o 0 PERIMETER CAULKING Oa° �. O Oo° ATTACH DOOR FRAME TO BLOCK WITH: DOOR TRIM .o HEAD: 1/4" X 3-3/4' TAPCONS SPACED 4" FROM CORNERS, 3' 8 6" FROM MUWON. PERIMETER CAULKING JAMBS: 1/4' X 3-3/4' TAPCONS SPACED 4" CONCRETE SLAB FROM CORNERS, 18.94" O.C. MAX. HEAD/JAMB DETAIL (1X BUCK) SILL DETAIL EXT DOOR EXT DOOR 12 16 CEMENTITIOUS COATING n ON LATH - — — — y— — — — — — — — — — — — — —— — — — — — — — — T- 0 3 0 _ CEMENTITIOUS COATING ON BLOCK io ❑ REAR ELEVATION 10 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 jftnDRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16'x3 1/4' TAPCON SCREWS 0 14' 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN7777OUS FINISH HEAD DETAIL WIND❑W +10 1/4" = l'-O" ALUMINUM FRAME FASTEN THRU BUCK W/ 311670 1/4' TAPCON SCREWS 0 24' O/C MAX. IN PREDRILLED ALUMINUM FRAME HOLES BY MANUFACTURER SECURE FRAME TO SILL PERIMETER CAULKING WITH SILICONE CEMEN7177OUS FINISH CAULKING CONC. OR MASONRY 10 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED 000 W/1-1/2' CASE HARDENED ' COIL NAILS AT 12' 0/C T MAX. ` PRECAST OR POURED SILL PERIMETER CAULKING DRYWALL BOARD CAULKING JAMB DETAIL SILL DETAIL WIND❑W WIND❑W 6" SQ. RAISED BLOCKS (PROJ. 3/4") W/2" SPACE BTWN.— ENTRY TRUSS BRG. _ _ —� — — — — — — +11'-4" A.F.F. WDW. HC HT. 6"W. RAISED TRIM (PROJ. 3/4") +10'-4" A.F.F. ,jkTOP OF BLOCK ---- ------ -- .— A --- +8'-0" A.F.F. WALL PROJECTION AT `O HALL BATH BEYOND CEMENTITIOUS COATING ON BLOCK m I m TOP OF SLAB/J immi RIDGE HEIGHT +17'-10" A.F.F. � 12 16 CEMENTITIOUS COATING ON LATH 6,-2„ — - RAD. �+0'-0" — — — — (REF. ELEV.) 4"W. RAISED BAND (PROD. RETURN BAND 24" 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) WINDOW SILL FRONT ELEVATION ■ I —I I —I I —I I —I TOP OF BILK. +8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 12 61 CEMENTITIOUS COATING ON BLOCK STUCCO FINISH PERIMETER CAULKING CONC OR MASONRY Ix P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 24- 0/C. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4' x 1/4" (MIN) TAPCONS AT 24" 0/C. MAX IN PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) RIGHT SIDE ELEVATION DOOR FRAME FASTEN TO SILL W/ #6 x 1" SCREWS 0 2'-O" 0/C NWi<- FLOOR COVERING 0 00 °0 V ° o. o .. GROUT BED CONCRETE SLAB SILL DETAIL 1/4" = l'-O" l'-2 7/8" m N O 12 16 — TOP _OF_BLK. — — TOP OF SLAB A.F.F. (REF. ELEV.) I 11'-7 5/8" o - I— O 8 0I L 0 I I N N 1'-2 7/8" 8' 4" O OVERHANG SEPARATIONS 1/4" = l'-0" — — TOP OF BLK — — — — — — — — — — — — — — — — — —O — — — — — — — - 0— — — — — — — — — — — — —� — — — — — — — — — — — — — — — — +8'-0" A.F.F. CEMENTITIOUS COATING 00 3= ON BLOCKEl I 0 �o _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TOP OF SLAB — — — +0'-0" A.F.F. LEFT SIDE ELEVATION (RFp, CI 16"OVERHANG TYPICAL UNLESS OTHERWISE NOTED — — —TOP OF BILK. +8-0" A. 'F.F. — ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COURT HORIZ. 2X2 NAILED TO VERT. lX2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL 1/4" = 1'-0" NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ROOFING CEMENT. ATTACHMENT PER MFRS. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X RECOMMENDATIONS BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. 4�._ 1X2 NAILED TO TRUSS TAILS FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). 11"_W/ (2)-8d NAILS ATTACHMENT PER MFRS. :E PL N RECOMMENDATIONS STAPLES 0 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT 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 2-3-19 Lo Lo rn r clj O co co W co N Urn^ J M 0 00 QLL �z OJ W 0(o LL Jao0co ` rIW, JC14r �W�c00 U 0 Q Z n U) Z Lo M IL W J Lu f- PROJECT NO. 17-015-008 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 3.0 1/4" = l'-O" N.T.S. FILE COPY (2) HETA20 1'-4" OH I[I 0 1'-4" - OH (2) HETA20 I 10 B-5 F ie�1�nei II 8' FL CLG. CO LGR (2) HETA20 -7 8' FLAT----- CLG. L— _--_----J I II I I I 8' FLAT CLG. I I VAULTED CLG. II II VAULTED CLG. CATHEDRAL CLG. 8' FLAT CLG. I 8' FLAT CLG. VAULTED 8' FLAT (2)2x i i x 22"x54" ATTIC ACCESS 8' FLAT CLG. 2X4 ®16"O.C. KNEEWALL TOP 11 - 4 A.F.F. TRUSS GIRDER I I II I 16 O.H. 6' 16' N = O — — I o zo 6- B-2 LP.C. HDR. BOT. +6'-8" AFF LL 2x4 "X" BRACING TYP. 2x4 BOTTOM CHORD BLOCKING TYP.-SEE NOTE #2 m 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.) PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1B/1T 950 PLF 404 PLF B-2 70" 8F8-18/1T 1459 PLF 1272 PLF B-3 42" 8F8-1B/1T 3166 PLF 2165 PLF B-4 W, 8F8-1B/1T 1029 PLF 959 PLF B-5 54" 8F16-1B/1T 6039 PLF 2507 PLF B-6 70" 8F16-1B/1T 1459 PLF 1272 PLF B-7 112" 8F16-1B/1T 1818 PLF 980 PLF 8-8 64" 8F16-1B/1T 5365 PLF 2290 PLF B-9 112" 8F16-1B/1T 1843 PLF 1133 PLF B-10 208" 8F16-1B/2T 950 PLF 500 PLF B-9 (2) HETA20 g BFB-IB TYPE DESIGNATI❑N F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-lB/lT NOMINAL WIDTH) QUANTITY OF #5 B-5 NOMINAL HEIGHT REBAR AT TOP OH 1'-4" OH (2) HETA20 FRAMING PLAN 1/4" = 1'-O" BF16-1B e. J I- a = e. • J N M e r N Z :o 7-5/8-ACTUA 8' NOMINAL WIDTF FRAMING NOTES: #5 REBAR AT TOP —MIN. (1) REQ'D 1-1/2' CLEAR C.M.U. #5 REBAR AT BOTTOM OF LINTEL CAVITY 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 @ (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 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 EDITI MICHAEL C. ANDERSON FL. LIC. AR0017305 r EW REVISIONS MASTER PLAN REVISION 2-3-19 q 0 w 1n LO m c N CD � W N U J E- w � � 0) J U) M U) Q LL CO LL M J m O N J N N. — wW WCDU' ZOQ�U w En U)0 1N.. 2 M D- W J W H PROJECT NO. 17-015-008 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 4mO FILE COPY I I PREWIRE PREWIREWID GFI I S.D. C.MjD. S.D. }� I I \ � I n *O I i I G ; �_� GI � rGl FAN PREWIRE I II[Jl SINK WY GFI zE II DISP. I I II II I I II I � 1 I u I / /I I I O.D. S.D. \ O Fpw � r I DISC — — — — — — Tv AC 3 D. 0 0 FAN I O *FI S.D. � r _ — — — — O C.M.D. S.D O CAT5 WE ''GFI DI1 cis l 0 22"x54" • i x �Y II ATTIC ACCESS �— — —y W/ PULL CHAIN GFI I LIGHT ABV. GFI ELEC. GARAGE DOOR COACH LTS. PREWIRE GFI ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 4.7 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT L5 kVA RANGE 12.0 kVA 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA SUBTOTAL 32.2 kVA FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 8.9 kVA TOTAL OF OTHER LOAD 18.9 kVA 10 kVA OF AC AT 407 4.00 kVA TOTAL 22.9 kVA 22,900 VA DIVIDED BY 240 V 95.4 A POOL SUB PANEL 30.0 A TOTAL 125.4 A USE 150 AMP SERVICE OUTLET FOR MICROWAVE COND I OPENER PREWIRE PANEL I I 1 I I METER I I /I r COACH LTS. PREWIRE NOTE: INSTALL TILE THROUGHOUT HOME ON DIAGONAL PER CONTRACT ELECTRICAL PLAN 1/4" = 1'-0" 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 150 M.C.B. 2" RIGID O.H. SERVICE F.P.L. O METER NO. 4 CU. WIRE—�Z - TO UFER GRND. SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) 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 (8)), B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2014 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. 6. SMOKE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. 7. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2017 F.B.C. LEGEND SURFACE MTD, CEILING FIXTURE • PENDANT FIXTURE \Or RECESSED LIGHT WALL MTD, BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE I� fV WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE DR W/ LIGHT AS NOTED) IZJ WALL MTD. SMOKE DETECTOR O CEILING MTD. SMOKE DETECTOR 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 3& 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET ❑ 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. �— C1— RHEOSTAT SWITCH @ 42' A.F,F, TP U TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION O ELECTRICAL DISCONNECT Q� re CAT6 OUTLET 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 2-3-19 to Lo CV o 0) W co 04 U F rn i J M o (n -Q�N Lu 01 �z LL 0J D-'O� _jmp�CV LL 0 ofLu�mC') Z0<r- rt�('o n = m 0 Lu J W H PROJECT NO. 17-015-008 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 5mO 12 �PER ELEV. R-30 INSULATION 1/2" CLG. GYP. BD.- 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 REBAR CONT: PRE-ENG'RED PRECAST LINTEL - SEE SHEET A 4.0 FOR DETAILS NOTE: 1z4 P.T.- SCREWS FOR DRYWALL ON WALLS: MAX. EDGE SPACING: 7" PLOYCEL SEALANT - MAX. FIELD SPACING: 16" SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK - MAX. EDGE SPACING: 7" MAX. FIELD SPACING: 12 ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL - 1/2" DRYWALL ON 1 x2 P.T. FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - 4" 2500 PSI CONC. SLAB W/ WD. BASE - FIBER MESH ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED CLEAN FILL COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557 PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COURS HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE (6TH EDITION) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 15/32" CDX PLYWOOD SHEATHING F AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING II LINTEL PATTERN DETAIL) II HURR. STRAP ® EACH TRUSS II 2x4 STUDS 0 SPACING I, REFER TO CONNECTOR SCHED. PER PLANS TYP. O.H. PER ROOF PLAN I I VERTICAL FILLED CELL ° I W/ 1-#5 BAR I (2) 16d OF BLOCK I CONC. BLOCK WALL ® 12" O.C. _ _ --TOP. REFER TO EXT. ELEV. I \-(2) �• (2)2x4 P.T. W/1/2" DIA. 10d COUNTERSUNK BOLTS ® 6" O.C. ® 24" O.C. VERT ALUM. FASCIA AND I 2 1/4" MIN EMBEDMENT DRIP EDGE UNLESS II WITH 2" SQUARE X 1/8" OTHERWISE NOTED THICK HURRICANE WASHER ON EXT. ELEV. II DETAIL AT CONT. ALUM. II g0° CORNER VENTED SOFFIT 11 TOP OF SLAB • WDW. HDR. HT. --PER - PLANS EXTERIOR FRAME WALL TO RAISED CEMENTITIOUS TRIM PER PER NSLEV CONC. BLOCK WALL CONNECTION 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 I AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) _O,-O„ I- Y TOP OF SLAB \ FINAL GRADE 1 I` -STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. J- CONC. FTG. PER FOUNDATION PLAN -�-� TYP. EXT. BLOCK WALL ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS 0 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS ® 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS `ALUM. NAILS 0.12 DIA. -EE PLAN SHANK 3/8" DIA HEAD 1-1/2" LONG ® 6' O.C. ALUM. NAILS 0.12 DIA. SHANK 3/8" DIA HEAD 1-1/2" LONG - (2) PER SOFFIT SEGMENT "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT AV-144 N.T.S. F REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. r-2x6 P.T. FROM BOT. OF HUN. 10 CLG. LINE " M77 EQUAL EQUAL Ix6 T. N 1/2" DIA L-BOLT 2x (8" LONG) W/ 2" P.- WASHER AT 32" O.C. MAX. M GARAGE DOOR OPENING N " ELEVATION GARAGE DOOR DETAIL STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FBCR 2017 (6TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2017 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE 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 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 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. fm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. OMIT 10. UPLIFT CONNECTORS .TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE . HOLE DEPTH 1 /2" 3/4" MIN6,, 5/8„ 7�8" �„ 3/4.. 1 8„ 7/8" 1 1 /8" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R&OVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE 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 PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 6 z m 3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE �D TOP OF BLOCK WALL GROUT SOLID AT III TOP OF CELL II II SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL j 25" MIN. LAP OF REBARS SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE TOP OF SLAB m �3/4" DIA. X 6" DEEP HOLE FOR g w #5 BAR SET IN EPDXY ADHESIVE ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE 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" CDX 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" CDX 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 ALL PLANS, DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES t 5' OROOF EDGE O - - - - - - - - - - - - - - - - yjA 0 O I O ROOF I I EDGE ----------- OI O I 4 O IO RIDGE 2 I d I I -_ 2- 2 __ lO 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. 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 s FL. LIC. AR0017305 Lo Lo rn o 0) U.I CV �.0 �J( J �l = N E 0 � 0 J m Q co N A 1 U- � W w.WLL000' Z0<I— n w Lo U)O co04 0- UJ J W H '/ no^ Fr-r+T FILE CUP PRE—ENGINEERED ROOF TRUSS L 8"X8"X16" CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR 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 �I\ ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL: 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 1" 1" 3" 0 x 1/4" STEEL PIPE ® }" TAPCON TYP.4 5x5xj" WELDED 1 FLANGE 5" BOLLARD DETAIL CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 7/16" OSB OVER GABLE END TRUSS GALV. METAL I FLASHING 2X4'S ® 16" O.C. (4) 10d NAILS I 12 " 6 FIBERGLASS SHINGLES OVER 15# FELT ON PROVIDE 2X4 BLKG 7/16" OSB ® 16" O.C. BEHIND (3) 10d NAILS GABLE END TRUSS _TOP OF BLOCK _ PER PLAN • ' 2X FASCIA W/ DRIP EDGE • 2X4'S ® 16" O.C. P.T. 2X4 LEDGER BD. Jk W/ 1/4" DIA. TAPCONS 1 /2" EXT. -GYP. BD. (2-3/4" MIN. EMBEDMENT) SPACED Ir 2'-0.. SIMPSON HUS24 16 O.C. ® EACH JOIST/ LEDGER BD. CONN. R❑❑F AT SLIDING GLASS D❑❑R DETAIL-1 STORY LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL Z Z Ir-=- ____ -- 0 I._. Q N a II #5 BAR DOWEL TOP OF LOWER = a II W/ STD. 90' HOOK BLOCK WALL CONC. BLOCK WALL #5 BAR DOWEL II VERTICAL FILLED W/ STD. 90' HOOK II CELL W/ 1-#5 BAR I II BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE ;;�V� BD. W/ (2) 10d NAILS ROOF 2x4 VERT. STUDS SHEATHING ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) SIMPSON STRONG —TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 PRE—ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE L HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. ROOF 2. PROVIDE "H2.5" OR "LSTA18" AT EACH RAFTER END SHEATHING 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" D,S,B, SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK L FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSK STRIP & 0 JAMB HEAD LO (ONLY) a77�il ars"_ �7kk 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 cll I I nrCATIM 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 It. 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 l--I- 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 ti FL. LIC. AR0017305 MASTER PLAN REVISION 2-3-19 44 "'I r N L Lo r m � N O 0) W rnN U) cz s s < N �z LL OJ��co ` r'W) _jm0coN mQ�rnU J W F. co (D Q U Of N U z0Uj Q� F of U) I- W Locnz 0 N M 0- LU Lu SHEET A 6ml CORNER__` FLASHING \ \ TAPE CORNER FLASHING TAPE FLASHING TAPE SIDE FLASI TAPE FIN WINDOW TOP NAILING FIN WINDOW B( SILL FLASHING TAPE #1-, SILL FLASHING TAPE #2 1. CUT THE WATER RESTIVE BARRIER (1C) �WATER RESISTIVE BARRIERI WATER RESITIVE f9ST CUT I 4TH CUT, MAKE A 6" CUT SCUT FROM EACH TOP UP CORNER AT A 450 I I I ANGLE TO ALLOW THE I I I I 450 WATER BARRIER TO I �TYpI I BE LAPPED OVER THE I I FIN AT THE HEAD OF �2ND� I I THE WINDOW. CUT_I 2. FOLD THE WATER RESISTIVE BARRIER (11)). 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 ()¢" 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 TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 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) SHEATHING- I FRAMING I � I I I I L__ I EX1�RIp � R HEW � 1 I I I I I I I I I I I I I I I I I I I I I I I w� ROOF SHEATHING TOE NAIL (2) 16d EACH SIDE 2x4 BLKG. ® 48" O.C. —1� 2x4 BLKG. ® 48" O.C. ALUMINUM DRIP EDGE AND FASCIA PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT ®24" O.C. EA. 2X4 LADDER FRAMING GABLE END TRUSS 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT AIR -INFILTRATION BARRIER 8'-0" O.C. (MAX.) OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK it PER FRMG. PLAN 2x4 TRUSS BOTTOM ROOF 12 CHORD BLKG. AT ER F4'-0" O.C. REFER TO SHEATHING ELEV. FRAMING PLAN HURRICANE STRAP j ®EACH TRUSS PER FRMG. PLAN Ij�ij (2) 16d COMMONS TOE NAILED EA. SIDE 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION © HIP ROOF Y-Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG, @ 48' O.C. PRE-ENG. TRUSSES AT 24' O.C. 2x4 450 CROSS BRACING AT 4'-0' D.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-D' O.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA, SIDE 8x8 U-BLOCK TIE -BM. FILLED W/ CONC, & (1) #7 BAR CUNT, VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION X-X PLYWD. DECKING 2x4 BLKG. @ 48' ❑,C, (2) 1601 COMMON NAILS AT EA, 2X4 LADDER FRAMING 1/2' PLYWD, SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT G' D.C. GABLE END TRUSS NOTE: )K HOLD FACE OF GABLE END TRUSS IN 3/4' BEYOND BLK, FOR CEMENTITIOUS FINISH )K HOLD FACE ❑F GABLE END TRUSS OUT 1/4' BEYOND BILK, FOR SIDING FINISH — SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.C. MAX) 16d COMMON NAILS AT 6' ❑,C. TO 2x6 P,T, PLATE EXPANSION JOINT AT CEMENTITIOUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8' DIA, ANCHOR BOLTS @ 32' D.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24' OZ. SCALEk NTS 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 2-3-19 ti c) Q q o W � N W W C) 0) o � W co N U�rn� 0 J M (/J QLLN 5 J O ^ILL _ImococN w 1 LL W �W�(OU` z0<N Pell! wL0(AZ N O (M 0 W J W H PROJECT NO. 17-015-008 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 6m2 OPEN TO FAMILY RM. BEYOND BAR TOP � BAR TOP :0 FILLER KITCHEN 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 CEILING HT. 4. SHOWER HEADS AT 6'-8" A.F.F. W3 12 W3 36 ° ° W3 2 ° ° HOOD ° ° FILLER) RNG KIT. AT RNG. i� C) H _ Z IZ r7 < 0 rWALL MTD. LT. W.C. S FILLER BATH 2 30" _ RAD. Q OPEN oo . TO 1 0 HALL `O o I - HALL ARCH OPEN TO BEYOND ,:,,INII KIT. AT SINK /DW WALL MTD. LT. CER. y TILE MIRROR M.C. M.C. FILLER //FILLER LAV LAV 0 0 ° ° I I VB42 VB42 M. BATH VANITY O _ za ro < 0 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE WOOD TRIM NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. rr) � 1 /2" DRYWALL c o- KITCHEN BASE CABINET 7 BARTOP DETAIL 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 MASTER PLAN REVISION 2-3-19 Lo rn N o 0) W ' N U�rnti E J M s N � LL 16 O � J m Q� N ` nW) J u mQwrnU awl=co(D ZOQC-4U U) O n 2 M d w J W F- PROJECT NO. 17-015-008 DATE DRAWN 2-10-20 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38 SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET A 7mO FILE COPY u f compLyW17H ----- - - - - - - - I IsZ,,I I------------ - I I I • I f 1 I 10x10 L_TAI . MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1620 SW PROVINCETOWN LANE, PORTST. LUCIE, FL (772)418-2118 PLANS DESIGNEDTOMEET THE REQUIREMENTS THE 2017 FLORIDA BUILDING CODE —RESIDENTIAL (6Ir, ON} a of MICHAEL C. ANDERSON FL. LIC. AR0017305 fPLAN REVIEW REVISIONS RIVE MASTER PLAN REVISION 2-3-19 -._ O � I q I Vi vi W r i ( ,to Lo 0 �- CV O 0) I UF' Ucld c`Q i N U 'QLL.00 i J 0 I LL �mO"':T �.w�CUCD Z 0 if,- L��o rN- x M 0- w w r PROJECT NO. _ 17-015-120 DATE DRAWN 2-13-19 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 50 SQFT ENTRY 38SQFT TOTAL 2020 SQFT CUBIC VOLUME OF CONDITIONED SPACE= 12,769.4 CUBIC FEET SHEET {I 8w0 i r I i