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APPROVED Plans Digital Signed and Sealed(1)
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, 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 W/ SDLT. EXTERIOR SWING DOOR FIBER -CLASSIC SMOOTH STAR 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" FL21135.11 +40.0 - 40.0 PSF TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. 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 FL9174.8 +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" FL15332.9 +/- 58.2 PSF (MIN) O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. 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) 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) GLASS BLOCK 811x8"x4" THICK SEVES GLASS BLOCK, INC. IMPACT GLASS PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEAD NOA 18-0725.05 +/- 75.0 PSF (MIN) AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENT WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) O FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS 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. UNDERLAYMENT 30# ASPHALT SATURATED TAMCO BUILDING 30# FELT, APPLIED SINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED WITH 1" ROUND 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. ASPHALT SHINGLES HERITAGE TAMCO BUILDING GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE PRODUCTS, INC. « >> 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. FL18355.1 EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS « >> PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) HURRICANE SHUTTERS 28 GAUGE GALV. STEEL STORM EASTERN METAL SUPPLY « >> ALL ANCHORS ARE 1/4'" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART FL 22270.1 PER MANUF. PANELS SPAN CHARTS TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DFSIGN CRITFRIA GROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDS" AIR FREEZING MEAN ANNUAL Speeds Topographic Weatheringa Frost lineb Termitec LOAD (mph) effectsk (NA) f CATEGORY depth TEMPe REQUIReD' INDEX' TEbIP i N/A See Fig. R301.2(4) N/A Negligible N/A Very 42 N/A See N/A N/A Heavy Survey 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 R30,,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)]. 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 97 1/2-percent values for winter from Appendix 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. 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. L 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 10) + (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. / SO. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 296.0 SQ. FT. X 11.74 SQ. IN. / SO. FT. X 1 SO. FT. / 144 SO. IN. = 24.14 SO. FT. CONCLUSION: VENTILATION PROVIDED = 24.14 SQ. FT. > VENTILATION REQUIRED = 15.62 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval information and approved it. Name: Signature: Certification Number: Date: 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 0 9//31Q) *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION) BENCLOSED ULTIMATE DESIGN WIND 1 b i , I ,, PRESSURE COEFFICIENT:1 .18 -•-FACTOR: MEAN BUILDING HEIGHT: 15' • -O• COMPONENTS AND CLADDINGPRESSURES: OPEN ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X OO !' * ' • `CHORD: LIVE LOAD: 20 PSF LIVE LOAD: 10 PSF (NON -CONCURRENT) PARTIALLY ENCLOSED 1 COMPONENTS AND CLADDING WIND PRESSURES PER 2020 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.6 PSF / -30.0 PSF 20 TO 49.9 _ 26.4 PSF / -28.7 PSF 50 TO 99.9 24.8 PSF / -27.1 PSF 100 TO 499.9 23.5 PSF / -25.8 PSF 500 AND ABOVE 20.6 PSF / -22.9 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 27.6 PSF / -37.0 PSF 20 TO 49.9 26.4 PSF / -34.5 PSF 50 TO 99.9 24.8 PSF / -31.2 PSF 100 TO 499.9 23.5 PSF / -28.7 PSF 500 AND ABOVE 20.6 PSF / -22.9 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Michae "9"'Ily signed by I Michael Anderson Anders Date: 2021.07.20 on 12:09:46 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 u7 LO rn - CV o 0) W Cp N U H rn W00 J � M X W tr Q W N LU �Z C)JCC0� LL Jfb0MN h J r- mWWCfl(D z0Qh� °CL0c~nz N O M CL W J W ;- PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET CVR 16'-0" 22'-0" V) 6x6 - 1Ox10 WWF CONC. 6x6 - 1Ox10 WWF w OR FIBER MESH SLAB OR FIBER MESH Q CONC. 8 d- > SLAB �. � ---- GRADE o -- �- I _# 2- -I r 2-#5 BARS BA S 8" BARS — 8" 1'-42'-O" A DETAIL g DETAIL C DETAIL 1 1 1 36"X36'X16" DEEP 1'-0" 3'-10" 6'-8" 3'-10" 6'-8" CONC. FTG. W/ (3) #5 EACH WAY 'T E D C r ■ ■ ■ ■ ■ ■ ■ ■ I L I_J G 00 r 1 1 a A01 _4I G Tu) 1 ■ I 1 1 HB 00 100 3'-8" 8'-8" I 1 0 A F I 1 � 1 1 1 1• 00 r RECESS SLAB ■ I FOR S.G.D. rLj_� I d" o 1 I I LAVLO 1 II b 00 I I I I LAV u 11 10'-10 5/8" 3 1 /2»V-0 in - a� I II ■ I I ( REFERENCE I WC o 5M8 ■ I SINK W/ I I FINISH FLOOR DISP. � 1 ( SHWR. ■ (1 FLOOR 11'-7 5/8' I r 0 ao A I o I1 OUTLET RECESS SLAB 1 I( 3 1 /2" FOR - II SHOWER 1 ® o 4" 2500 PSI CONC. SLAB W/ FIBER MESH, ON 6 MIL. POLY 1 LO ■ VAPOR BARRIER OVER TERMITE I 14'-8 1 /8" N TREATED COMPACTED CLEAN FILL COMPACTED TO A MINIMUM 1 DENSITY OF 95% AS 00 in - o DETERMINED BY ASTM D-1557 W. \ rHto 1 � 1 INDICATES C.M.U. CELL FILLED I 00 1 I W/ CONCRETE AND (1) #5 q I I VERT. REBAR CONT. FROM ■ — — — — — — — FOOTING TO TIE BEAM (TYPICAL) 1 WH ) TUB/SHWR -11 7/8" I rEI3 o H1WC CONC. 1 LAV A/C PAD .1 w ■ I 1 I w 2'-6" 2'-10" I o w 1 00 n ( N 5/� � J D I PO D I I 0 A 1 1 1 to 0 I N I 1 ;" 1 1■ I■ ■I r ■ 1 1 00 1 5,-2„ 5,-9„LO I HB ao HB I I I 1 1 1 A 1 d 1 SLOPE DOWN 1" F I io r- 1 I o I o 1 \m AT GAR. DOOR — — I LOj 1 1 in J ■ ■ ■ ® G ■ ■ o B A 1 4'-4" 20" 1 16'-0" 20" 19'-4" 6'-4" 12'-4" 38'-0" V) CONC.-I SLAB Of - a �- ~- o GRADE 2—# 1 12"(MIN) BADS BELOW 8"1'-4' D DETAIL 1 CONC. 1-#5 SLAB rBAR 4 1 8 G DETAIL 1 ARIES �x6 - 1Ox10 WWF OR FIBER MESH CONC. �._0�� SLOPE SLAB _# GRADE BARS ,to - F DETAIL 1 1-#5 CONC. BAR SLAB U) Q H \ DETAIL CONC. 5 1 /2", FRAME SLAB > 7 5/8 (FRAME) cn ui CONC. j ly CONC. 2-#5 SLAB M > SLAB BAR •� 0Nf 8„ 2-#5 H1 DETAIL 8' 1'-4" BARS 411 4*2 1 J DETAIL - S.G.D. K DETAIL 1 1 CONC. SLAB ,1 8„ 00 5�qg' 8 VARIES SHOWER CONC. RECESS AT WALL 41 8„ 1 ---- � `t + SLAB - --- - - �t GRADE G1 DETAIL N SHOWER ----- O RECESS 2-# I 1 r7 BARS � , 4�, L DETAIL M DETAIL 1 1 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC — 69'-1" AD — 59-10" 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. FTG. PER DEPTH 3" MIN. / 3" MIN. — DETAIL FOOTING & REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 �I j \\\ J� 3" V.T.R. I �I I I �N, 12p, LAV I 129. �\ LAV I i . I I 3" I 2" I W.C. 2" �, TUB SHWR. 3 3" V.T.R .� .r I r I I I I 2"I I LA� I I J[2" V.T.R. I I I I I 2" SINK J'[2" V.T.R. I I I I I I 3" -'1,] 2" WASHER 3" CLEAN OUT W C. 3" 3" MAIN I I TO SEWER 2" I OR 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Micha Digitally signed by el Michael Anderson Ander Date: 2021.07.20 son 12:10:12 -04 00 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 LO Ln rn o U_rn�, M O Cn Q(¢N LL Il C)r -Im000N T mW�(0C'3 z00¢rNU L0 � Z O w J w H PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET 1-#5 CONC. BAR SLAB U) Q H \ DETAIL CONC. 5 1 /2", FRAME SLAB > 7 5/8 (FRAME) cn ui CONC. j ly CONC. 2-#5 SLAB M > SLAB BAR •� 0Nf 8„ 2-#5 H1 DETAIL 8' 1'-4" BARS 411 4*2 1 J DETAIL - S.G.D. K DETAIL 1 1 CONC. SLAB ,1 8„ 00 5�qg' 8 VARIES SHOWER CONC. RECESS AT WALL 41 8„ 1 ---- � `t + SLAB - --- - - �t GRADE G1 DETAIL N SHOWER ----- O RECESS 2-# I 1 r7 BARS � , 4�, L DETAIL M DETAIL 1 1 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC — 69'-1" AD — 59-10" 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. FTG. PER DEPTH 3" MIN. / 3" MIN. — DETAIL FOOTING & REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 �I j \\\ J� 3" V.T.R. I �I I I �N, 12p, LAV I 129. �\ LAV I i . I I 3" I 2" I W.C. 2" �, TUB SHWR. 3 3" V.T.R .� .r I r I I I I 2"I I LA� I I J[2" V.T.R. I I I I I 2" SINK J'[2" V.T.R. I I I I I I 3" -'1,] 2" WASHER 3" CLEAN OUT W C. 3" 3" MAIN I I TO SEWER 2" I OR 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Micha Digitally signed by el Michael Anderson Ander Date: 2021.07.20 son 12:10:12 -04 00 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 LO Ln rn o U_rn�, M O Cn Q(¢N LL Il C)r -Im000N T mW�(0C'3 z00¢rNU L0 � Z O w J w H PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 LO Ln rn o U_rn�, M O Cn Q(¢N LL Il C)r -Im000N T mW�(0C'3 z00¢rNU L0 � Z O w J w H PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET 0 d- ,_4» '-4" 10'-6" 22'-0" C.B. COLS.- +6'-8" O +6'-8" O TOP + 6'-8" A.F.F. HDR. HT. HDR. HT. ■ P.C. HDR.ABV.- EGRESS BOT. + 6'-8" A.F.F. Ll_� r — — 8'-8" CLG. } COVERED PATIO 15 -o I 8' CLG. ■ 2'-0" 4'-0" 8'-o" } AS+ER BEDROOM I — COFFER 15'-9 1/4" M L— ----J CA OI +6'-8" HDR. HT. ■ 10'- Vp 5'-2" RAISED BARTOP I I I SINK W/ I O DISP. � � I 0 KITCHEN � VAULTED CLG. o I I 10'-0 1 /2" 5 4,-4„ 000 0 8 CLG. I SHELF W 5 SH. � ABV. 8' CLG. AC DRYER ■ M.T. V.T.W. 0 3 WH 18'-3 1 /2" COND ATTIC ACCESS GARAGE 8' CLG. Em ■ HB 0 20" 1 s'-o" 19'-4" ( ( 15'-2 j /4» G REA+ ROOM CATHEbRAL CLG. FLAT ( BARTOP } ( I } I ■ R/S I^ I ` HB O � 8' CLG. } in —R/S— R/S I` N 8' CLG. I _ _ R/S— M.C. 10 8' CLG. O N 7 00 I C2 -6' 'is N U) j ® N +6'-8" HDR. HT_ O U-) M I b 00 jN 00 11-1 6 I ( 15'-s /4" BEDROOM #3� VAULTED CLG. I T I } ( 7'-4 1 /2" I } 8 o 7'-g„ ca o R/S CLG.} VAULTED CLG. 1 1N. o QO _ ■LO AD + 6'- 8" 20" 38'-0" +11'-4" CLG. HT. ■ -4 /4" '-8"- 0 I 8"W. ARCH ABV. � BEDROOM #2 — � SEE ELEV. 8' CLG. = EGRESS HDR. HT. U O o � 00 ■ FLAT ARCH ® Co w V) SOFFIT ABV. 4'-4" U - 6'- 4" 121- 4" w+6'-8" HDR. HT. - ® o I i� �n 0 00 00 O N 04 .0 +6'-80 HDR.I _ ® HT. 1n 0 CV u HB b iU) 0 i in 9 (' a113jai DOOR SCHEDULE O SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3088 W/ SIDE LIGHTS 64"X7"X2 6.2 S.F. 19 05 1 EXT. DOOR MUNTINS IN SDLTS. 2 8068 S.G.D. 96X80" 53.3 S.F. ,58 .25 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR W 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 1 GARAGE DOOR WINDOW SCHEDULE O SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 35 SH 52.125"X62» .55 .22 1 MUNTINS 22.4 S.F. B 25 SH 36"X62" 15.5 S.F. .49 .24 4 C 4'W. X 3'-4"H, 48"X40" DEFAULT DEFAULT 1 GLASS BLOCK 13.3 S.F. p 1 /2 33 SH 25.5"X37.375" .54 .25 1 OBSC. TEMPERED 6.6 S.F. E 64"W.x36"H. 63.0"X35"X60.0"RX27" LEG 56 .25 1 i 5 LITE EYEBROW (28" LEGS) 14.4 S.F. 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. NOTES: FLOOR PLAN i. 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Micha Digitally signed by el Michael Anderson Anders Date: 2021.07.20 on 12:10:25 Cn -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 o LL CO �jz WpJOCo� �1`� —ImQ ``Trtrt W V QUU OQ� Z = � ��(~!)Z � O M CL W W PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SOFT GARAGE 372 SOFT LANAI 144 SOFT ENTRY 86 SOFT TOTAL 2162 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SOFT GARAGE 372 SOFT LANAI 144 SOFT ENTRY 86 SOFT TOTAL 2162 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 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" & 6' FROM MULLION. JAMBS: 1/4' X 3-3/4" TAPCONS SPACED a FROM CORNERS, 18.94" O.C. MAX. DRYWALL BOARDr CEAIEN71710US FINISH DOOR 1RIM--TER CAULKING ATTACH DOOR FRAME TO 2X P.T. BUCK WITH:DOOR ]RIM HEAD: #10 X 2-1/2" PFH WOOD SCREWS SPACEDFROM CORNERS, 3" & 6" FROM MUWON. JAMBS J10 X 2-1/2" PFH WOOD SCREWS SPACED 4" FRO CORNERS, 18.94" O.C. MAX. HEAD/JAMB DETAIL (2X BUCK) EXT DOOR CONC OR MASONRY DRYWALL BOARD — DOOR 7RIM— ATTACH DOOR FRAME TO BLOCK WITH: HEAD: 1/4" X 3-3/4" TAPCONS SPACED 4' FROM CORNERS, 3' & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED e FROM CORNERS, 18.94" O.C. MAX. 3/4' x 4-1/2" P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS 0 12" O.C. (MAX) PERIMETER CAULKING FLOOR COVERING — I-CEAIEN7171OUS FINISH DOOR THRESHOLD SETIN BEAD OF CAULK AND FASTENED TO SILL WITH 1/4' DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6' FROM MULLION ' o PERIMETER CAULKING — DOOR TRIM ' PERIMETER CAULKING CONCRETE SLAB HEAD/JAMB DETAIL (IX BUCK) SILL DETAIL EXT DOOR EXT D❑❑R TOP OF BLK. -8'-0" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 12 16 CEMENTITIOUS COATING ON LATH O TOP _OF_BLK. _ +8'-0" A.F'.F. TOP OF SLAB A.F.F. (REF. ELEV.) CEMENTITIOUS COATING ON BLOCK � rr 0 REAR ELEVATION 1x3 OR 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/i-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 0 24" 0/C MAX. IN PREDRILLED HOLES BY MANUFACIURER PERIMETER CAULKING CEMEN7177OUS FINISH HEAD DETAIL WIND❑W OVERHANGI6" TYPICAL UNLESS OTHERWISE NOTED TOP OF BLK._ +8'-0" A.F.F. ALIGN TOP OF TRIM W/ GARAGE DOOR HEADER ALIGN TOP OF BAND W/ BR. 3 WINDOW SILL HT. 1 /4" = 1'-0" ALUMINUM FRAME FAS7EN THRU BUCK W/ 3/16"x3 1/4" TAPCON SCREWS 0 24" 0/C MAX IN PREDRILLED HOLES BY MANUFACTURERX�IERE ALUMINUM FRAME FRAME TO SILL PERIMETER CAULKING SILICONE CEMEN7771OUS FINISH LKING -CONC. OR MASONRY tx3 OR tx4 P.T. BUCK SET IN SEALANT AND NAILED o , Q ° ° W/1-1/2' CASE HARDENED ° ' QO °o0 COIL NAILS AT 12' 0/C. MAX. PRECAST OR POURED SILL PERIMETER CAULKING L DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W CEMENTITIOUS COATING ON LATH RIDGE HEIGHT +17'-10" A.F.F. 61—// SILL DETAIL WIND❑W 6" SQ. RAISED `- BLOCKS (PROJ. 3/4") W/2" SPACE BTWN. r TOP OF ARCH +10'-10 A.F.F. �. 6'-2" �OD _ _RAD._1_ - - - - - - - - ENTRY TRUSS BRG. WDW. HDR. HT. +11'-4" A.F.F. „ 6"W. RAISED TRIM +10 -4 A.F.F. (PROD. 3/4') __---____ --- TOP OF BLOCK --- +8'-0" A.F.F. TOP OF BLK. _ TOP OF SLAB_ _ (REF. ELEV.) FRONT ELEVATION MUM- • • 0'1 :• • . RETURN BAND 24"- ALONG SIDE WALL(S) -- — —I—_T 4"W. RAISED BAND (PROJ. - W 1-1 /2") ALIGN TOP W/ WINDOW SILL _ _TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) 12 6� CEMENTITIOUS COATING Ll ON BLOCK STUCCO FINISH PERIMETER CAULKING CONC. OR MASONRY 1x 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 PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COURC, HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL LEFT SIDE ELEVATION DOOR FRAME FASTEN TO SILL W/ 16 x 1" SCREWS 0 2'-O" 0/C FLOOR COVERING OO o 0 o Oo p• 'O . GROUT BED CONCRETE SLAB SILL DETAIL 1/4" = 1'-0" (0 1'-2 7/8" 0) 1-1 I O 1 R 1 8. �t I I :- 1'-2 7/8" 9'-4" 0 OVERHANG SEPARATIONS 12 16 _= CEMENTITIOUS COATING ON BLOCK x RIGHT SIDE ELEVATION SOFFIT DETAIL 1 /4" = 1'-0" ATTACHMENT PER MFRS. RECOMMENDATIONS L 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS U "3 pl `ATTACHMENT PER MFRS. :E P�LN RECOMMENDATIONS 11 STAPLES ®8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT N.T.S. NOTES: 1/4" = 1'-0" 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. 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. FRAMED WINDOW OPENINGS SHALL HAVE 'TAPED WINDOW FLASHING -WINDOW WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). MICHAEL C. ANDERSON Michae Digitally signed by I Michael Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD AnderS Date: FL. LIC. AR0017305 2021.07.20 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 on 1 2:10:40 PLANS DESIGNED TO MEET THE REQUIREMENTS OF-04'00' THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 E_ VJ Q) W ti "l- w :Z� Q4 co o E.1 W Q� c� C N 0 N LO r C\ o rn r ;M04 ''^^ U rn co ct r CY) Q 0. z CV L1 > C) T�C:)'W/_•� C)_j It U_ CC)_11 CO � T °- uj (q 0 f4 QUOQ�U n x w ul (n Z LO CV O C") d. LLJ J UJI SHEET 1 /4" = 1'-0" (2) HETA20 1'-4„ OH 1'-4,' OH (2) HETA20 BL0'CKINGvTYP.-SEE NOTE #2 �a (2) HETA20 1'-4" OH 1'-4" OH (2) HETA20 p 111e*► 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 > 14-1Od x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) FRAMING PLAN 1 /4" = 1'-0" PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-1 B/1 T 950 PLF 404 PLF B-2 70" 8F8-18/1 T 1459 PLF 1272 PLF B-3 42" 8F8-1 B/1 T 3166 PLF 2165 PLF B-4 90" 8F8-1 B/1 T 1029 PLF 959 PLF B-5 54" 8F16-16/1 T 6039 PLF 2507 PLF B-6 70" 8F16-1 B/1 T 1459 PLF 1272 PLF B-7 112" 8F16-1 B/1 T 1818 PLF 980 PLF B-8 64" 8F16-1B/1T 5365 PLF 2290 PLF B-9 112" 8F16-1 B/1 T 1843 PLF 1133 PLF B-10 208" 8F16-1 6/2T 950 PLF 500 PLF 8F8-1B TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED rQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T N❑MINAL WIDTH I LQUANTITY OF #5 N❑MINAL HEIGHT REBAR AT TOP Fwj 8F16-1B d. � :..'. in in z ;• ZD 7-5/8'ACTU4 8' N❑MINAL WIDTt FRAMING NOTES: 1. DESIGN LOADS: #5 REBAR AT TOP MIN, (1) REQ'D i-1/2' CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2- DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4- MIN. EMBED. @ 24- O.C. VERT 0 (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Michae Digitally signed by I Michael Anderson Anders Date: 2021.07.20 on 12:10:57 -04'00' FL. LIC. AR0017305 /r/PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 LO r r N o 00 r � n U rn� w ' _ � X Q < N C:) �z Q " J CO Q C N mw�c�o0 QU0QU n CE � � Z t- O CY3 CL W J w F— PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SOFT GARAGE 372 SOFT LANAI 144 SOFT ENTRY 86 SOFT TOTAL 2162 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET COACH LTS. COACH LTS. PREWIRE _ - - PREWIRE ELECTRICAL LOAD CALCULATION 1560 S.F. AT 3 VA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH LAUNDRY CIRCUIT RANGE 1 WATER HEATER DISHWASHER DISP❑SAL DRYER SUBTOTAL - FIRST 10 kVA AT 100% REMAINDER AT 40% TOTAL OF OTHER LOAD 10 kVA OF AC AT 40% TOTAL 22,900 VA DIVIDED BY 240 V POOL SUB PANEL TOTAL USE 150 AMP SERVICE INDICATES TILE AREA PER CONTRACT ELECTRICAL PLAN 1 /4„ = 1'-0" 4.7 kVA 3.0 kVA 1.5 kVA 12.0 kVA 3.0 kVA 1.5 kVA 1.5 k V A C A . .t 1. 150 30 CKT PANEL 150 M.C.B. 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 32.2 kVA 10.00 kVA 2" RIGID O.H. SERVICE F.P.L. 8.9 kVA 18.9 kVA 4.00 kVA 22.9 kVA NO. 4 CU. WIRE 95.4 A TO UFER GRND. 30.0 A 125.4 A O METER SCHEMATIC ELECTRICAL RISER BACK TO BACK SERVICE LEGEND -�- SURFACE MTD. CEILING FIXTURE 4- PENDANT FIXTURE kQ RECESSED LIGHT K> WALL MTD. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE WALL MTD, VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR.W/ LIGHT AS NOTED) EOO WALL MTD. SMOKE DETECTOR 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 220 V. RECEPTACLE DEDICATED 220 V. OUTLET 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. 0— RHEOSTAT SWITCH @ 42' A.F.F. TP TOUCH PAD FOR SECURITY SYSTEM Oy CENTRAL VACUUM OUTLET LOCATION L= ELECTRICAL DISCONNECT <ws 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITIOP MICHAEL C. ANDERSON Micha Digitally signed by el Michael Anderson AnderS Date: 2021.07.20 on 12:11:10 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 LO LO T r cm O a) T 1p ui N J�Mx Q o x Lu N W >00 z LL O T CO O 00 r� T Z LL cm < M0 z0<p- cc L0 z C\1 O CM IL LU _t LU H PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET 12 �PER ELEV R-30 INSULATION 1/2" CLG. GYP. 13D.- 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: 1 x4 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 ---� GUNCKLIL --U'- BLOCK TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS SOFFIT DETAIL NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION R905 OF THE 2020 FLORIDA BUILDING CODE (7TH EDITION) ARCHITECTURAL FIBERGLASS SHINGLES OVER 30# FELT ON 19/32" 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. ZTYP. O.H. PER ROOF PLAN_ ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT -{�WWDW. HDR. HT. r 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 (LOCATIONS PER FDTN. PLAN) 01-010 TOP OF SLAB FINAL GRADE -STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. -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 0 10" O.C. IN WOOD 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ (2)-10d NAILS \-ALUM. NAILS 0.12 DIA. :E PLN 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 #V-144 N.T.S. I I I I I I II I I I 1 I I 1 I 11 I I II I I Ij I L - - - - - EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BO[ (8" LONG) W/ WASHER AT 32" O.C. MAX. �... .... JAMB DETAIL 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF NAILS AT 12" O.C. --� 1_HDR. TO CLG. LINE co EQUAL EQUAL 2x6 P.T. :d 1/2" DIA L-BOLT N (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. - GARAGE DOOR OPENING N • ELEVATION GARAGE DOOR DETAIL }- 2x6 I P.T. LINTEL CONC. BLOCK 2x4 STUDS ®SPACING PER PLANS VERTI W/ 1 CAL FILLED CELL -#5 BAR (2) 16d WALL 0 12" O.C. L F-o-1 (2)2x4 P.T. W/1 /2" DIA. (2) 10d COUNTERSUNK ® 24" O. BOLTS (� 6" O.C. C. VERT 2 1/4--M 3 1/4 NTH 2S " IN EMBEDMENT QUARE X 1 /8 THICK HURRICANE WASHER DETAIL AT TOP OF SLAB 900 CORNER GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W SAWCUT APPR OPENING IN W, 25" MIN. LAP STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER FBCR 2020 (7TH EDITION). 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2020 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. f'm = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT.`•p 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 1/2" 3/4„ MIN. HOLE DEPTH 6" 5/8„ 7/8" 3/4" 1 ' 7" 8» 7/8" 1 1 /8" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE RKOVED 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. : I"" ^'" X 6" DEEP HOLE FOR :T IN EPDXY ADHESIVE BLOCK 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 SLAB X 6" DEEP HOLE FOR 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 11 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 OROOF EDGE ROOF EDGE I I ------ 4' -----2 I d- O2 I 1 2 RIDGE I I 2 2 o I 4 I--- 1 o ir OZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS ZONE 3-USE 8d RING SHANK NAILS ® 6" 0. C. 0 4" 0. 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Digitally signed by Michae I Michael Anderson Anders Date: 2021.07.20 On 12:11:23 -04'00' FL. LIC. AR0017305 rPLANREVIEW REVISIONS 1 MASTER PLAN REVISION 3-29-21 j 6 �J O Co w qC-3 \ �' C ® Q W -� Q o �W U W C__-) �� w \ c� W �co ~' � w o N CO CY) LO LO r rn CDrn 1- W N U m � w ---U)MX ¢ N cm - aJOCo, " _jCO000 � LL � Cm m Qz0QM W 0 piU ir LOU)Z O cM 0- W -1 LLl F- PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 131 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET SHEET PRE-ENGINEERED ROOF TRUSS 8" X 8" X 16" — CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR i 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 ALTERNATE TRUSS ANCHOR DETAIL N.T.S. EL: 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE N 1 " 3" x 1 /4,� STEEL PIPE J" TAPCON TYP.4 ,x5xj" WELDED 'LANGE BOLLARD DETAIL (4) 10d NAILS 12 o e 6 PROVIDE 2X4 BLKG ® 16" O.C. BEHIND GABLE END TRUSS o O P.T. 2X4 LEDGER BD. W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EM BEDM Elm T) SPACED 16" O.C. R❑❑F AT SLIDING GLASS DOOR DETAIL-1 STORY CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 7/16" OSB 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 BLOCK PER PLAN �— 2X FASCIA W/ DRIP EDGE 2X4'S © 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON HUS24 ® EACH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL zz z Ir-- = -0z 0 ofI#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 11 CELL W/ 1—#5 BAR II BLOCK WALL HEIGHT TRANSITION DETAIL GI" 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. - TOE -NAIL TO RIDGE BD. W/ (2) 10d NAILS 2x4 VERT. STUDS 0 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) - ROOF SHEATHING SIMPSON STRONG -TIE 'H2.5' OR 'LSTA18' AT EA. END OF 2x4 PRE-ENG'RED SE*DOES VERT. STUD TRUSSES N NOTES: 1. HURRICANE CONNECTORS REQ'D AT 8'-0" O.C.ROOF 2. PROVIDE "H2.5" OR "LSTA18" AT EACH RAFTER ENDSHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. AT LOCATIONS WHERE VALLEY FRAMING NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" ❑,S.B. SHEATHING OVER WOOD TRUSSES STUCCO FINISH ON METAL LATH (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSK STRIP & ® JAMB HEAD LO (ONLY) PECIFICATION 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 CII I I OrATION] 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 1" 1'-0" 1'-0" 1" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Digitally lichael signed by Michael n d e rs Anderson Date: n 2021.07.20 12:12:39 -04'0 ' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 w a) O w w CO W coCYD 0 LO In m .- CV o � 05n U rn� 2 J M C11) o Q Uj Q U- N p_jOCOCU LL _jm000Cv mQu^rnU rr w J_ (0 CD z0¢U Z) 7 U) Z U) n O CY3 EL W J W F_ FIN CORNER CORNER FLASHING TAPE CORNER FLASHING TAPE TOP FLASHING TAPE SIDE—� FLASHIN TAPE WINDOW TOP .�NAILING SIDE CHECKRAIL FLASHING TAPE l WINDOW BOTTOM SILL FLA SI LI 1. CUT THE WATER RESITIVE BARRIER (1C)ATER RESISIIVE BARRIER I I ! _l-1 ST CUT * I I TH CUT, 3RD I MAKE A 6" CUT UP �CUT1 I FROM EACH TOP I i I I CORNER AT A 450 I 1 ANGLE TO ALLOW THE WATER BARRIER TO I I / ��45s� I� I BE LAPPED OVER THE I FIN AT THE HEAD OF I I / �2ND, I I THE WINDOW. IO�_ L------------ 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 (12" 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 (1 G). 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 RESIT1VE 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 Ek�RIpR � 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 22 1 SHOWN. r I 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) oil e/11! I I I I I I I I I I I I ROOF SHEATHING 2x4 BLKG. ® 48" O.C. — ALUMINUM DRIP EDGE AND FASCIA (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 TOE NAIL (2) 16d EACH SIDE �---- 2x4 BLKG. @ 48" O.C. PRE-ENG. TRUSSES CAD 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0" O.C. (MAX.) ROOF 12 SHEATHING PER F_�� 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 GABLE END SECTION @ HIP ROOF Y—Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0" O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE PLYWD. DECKING 2x4 BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' ❑.C, / / (2) 16d COMMON NAILS AT / EA. 2X4 LADDER FRAMING 2x4 45° CROSS BRACING / / 1/2' PLYWD. SHEATHING OVER AT 4'-0' D.C. / / GABLE ENDTRUSS FASTEN WITH W/(2)16d NAILS AT EA. / / AT ❑ C TRUSS WEB MEMBER / / GABLE END TRUSS NOTE: W HOLD FACE OF GABLE END 2x4 TRUSS BOTTOM \ TRUSS IN 3/4' BEYOND BLK. CHORD BLKG. AT \ \ FOR CEMENTITI❑US FINISH 4'-0' ❑.C. REFER TO \ \ FRMG. PLAN \ \ HOLD FACE ❑F GABLE END \ \ TRUSS OUT 1/4' BEYOND BLK. \ \ FOR SIDING FINISH \ \ 16d \ \ C TRUSS COMAX) COMMONS TOE \ VERT WEBMEMBER(24 ❑.CT NAILED EA. SIDE \ 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE EXPANSI❑N JOINT AT CEMENTITI❑US FINISH 8x8 U-BLOCK TIE -BM, FILLED _ W/ C❑NC; `.& Q), e#7 BAR C❑NT, 2x6 P.T. PLATE VERT. #5 BARe AT EA. REINF. CONT. W/ 5/8' DIA. FILLED CELL PER FDN. PLAN ANCHOR BOLTS @ 32" ❑.C. OR W/1/2' DIA. ANCHOR BOLTS @ 24" D.C. GABLE END SECTION X—X SCALE: 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 2020 FLORIDA BUILDING CODE —RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Micha Digitally signed by Michael el Anderson Ander Date: 2021.07.20 son 12:13:13 -04 00 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 1 Q) W Q� W cv) 4:1 CY) Cl CYDO 0 d LO LO 0) r N O 0) W � N Urnr_ —� �5 d' X cY) Q z N LL1>�ON LL C) (0 J 00 Q N -100 ,— Irww(0Q z0¢�U Q L0 U) Z 0 M IL w J w SHEET OPEN TO FAMILY RM. BEYOND BAR TOP mm 1619 FILLER KITCHEN NOTES: jawnflEws 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. me mumis = m 1101171 FILLER-J RNG KIT. AT RNG. r- WALL MTD. LT. f MIRROR I.C. LAV VB24 W.C. SHWR. FILLER BATH 2 30" I I = RAD. v ry Q OPEN Co LL TO 1 O HALL Co n- O I— HALL ARCH CER. TI LE n p SINK KIT. AT SI-N_K/DW WALL MTD. LT. MIRROR M.C. M.C. FILLER AILLER LAV LAV 0 0 0 0 VB42 VB42 o I <o M. BATH VANITY SOAP DISH ECESS CENTER ON WALL TYP. SOAP DISH RECESS LOCATION d- ro W c� Of WOOD TRIM 14" — 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL 1 KITCHEN BASE CABINET BA OP DETAIL 14" 3/4" MICA TOP ON SHIM SCREWED TO SECURE 1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL ZKITCHEN BASE CABINET 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 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Micha Digitally signed by el Michael Anderson Anders Date: 2021.07.20 on 12:13:35 -04'00' FL. LIC. AR0017305 /PLAN REVIEW REVISIONS MASTER PLAN REVISION � 3-29-21 w� ww0) �CYD �� o�w w � CO � C~ � o LO C)rn 7 W O N ct J~pOj' Q o Uj -QM co w > O T z U- o.j[oro(0 �'_ C)L) � Z mQ��U rrwf—(0c3 Z0¢�U °CL0c~nz O � C'') CL w w PROJECT NO. 17-015-030 DATE DRAWN 5-26-21 DRAWN BY MCA CAYMAN 1560 B1 LIVING 1560 SQFT GARAGE 372 SQFT LANAI 144 SQFT ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 12,480 CUBIC FEET t SHEET um DRYER VENT THRU WALL NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. 0 ,. .. • � , ti ..,. a rw.> � , ...., . HVAC PLAN 1 /4" = 1'-0" = MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) MICHAEL C. ANDERSON Michae Digitally signed by I Michael Anderson Anders Date: 2021.07.20 O n 12:14:04 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 LO LO T C') �- CV O C') T �A W 1 U rn� W J "t X C� M Q o = ¢ LL00 N LL QJ0=0� J m O 00 N co 0) s�ry, (T� w V z00Q�U 0�LOU)Z O � CY? w J w H SHEET DRYER VENT THRU WALL NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. HVAC PLAN Preferred Air Conditioning & Mechanical, Inc.' 1643 Donna Road West Palm Beach, Fkwida 33409 P: 561-689-1093 1 F: 561-47W89 831 Kim H PS. 772v Cwa7PrtP1.e7crFlQrfda 781 .772- 4!�. CAC1817665 MICHAEL C. ANDERSON Michael Digitally signe J by Michael Anderson .Anders MICHAEL C. ANDERSON, ARCHITECT OF RECORD Dale: FL. LIC. AR0017305 2021.07.20 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34053,� on (772)418-2118 12:14:19 -04'0 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE_RESIDENTIAL (7TH EI)ITION)�:,: FL. LIC. AR0017305 MASTER PLAN REVISION 3-29-21 o) CO � CO CO LO i LO (.0 U-1 Lu 0.) X< 0 3: < LL C(x) \1 -C (C o\j -OUJJ 0i ox CEO) Im < )(0 uj to 9 z 0 < Itz uj Lu uj U) z LO C\1 0 cr) CL uj _j Lu F_ ("I - - - - - - __ N, SHEET a4w A Vrg; = No. 88 6 3 ATE OF BRG @ 11'-4" 3/12 VAULTED CLG e 8" RECESS i ■ J5 J3 J1 16' // // // // 2// 2' pp I 11811 13'2" 12 `., \\\ 8' FLAT CLG IN 3/1°AYAULTED CCG, ,`•\ N ,`•\ ,,\ IN 3/12 VAULTED CLG 04 ,,\ \ 8' FLAT CLG N •,\ ,•��' I •\ N 71011 1'2 , �) FRAMED BOX O BY BUILDER FRAMED BOX OUT BY BUILDER —' =-------------------------------1 -------------- ` d. I 1 ATTIC ACCE's--------._._i N 7 E03 114,1 �. N - 1 ---- ---`- ;t. .--------------------------------) 1 ,6112 EO3 N 8' FLAT CLG /04 Ar 11' CLG N < 02o N 7 \ N o _&7\E 0) + f 111;;� N E02 1 O N O CO r M E 2 W N J5B � 7X/ E 2 � _ O " N J3A 1 J1 O U! � C:) L L L L C— L C— L C— L C— C— W C31 -4 -I -i 19'4" - 9 61411 8 1214" FRAMED BOX OUT BY BUILDER J1 J3 J5 A01 A03 I' 1 A05 A07 A09 L0 1 , • A10 A10 A11 A13 CO3 CO3 CO2 C01 J5 J3 J1 Typical Cornerset Specifications Attach KingJack w/(3) Attach End Jacks 0.131 "0 ToeNails @ TC w/ (4) 0.131 "Q1 ToeNails @ TC 24" strap using (6) 10d x & (3) 0.131"0 ToeNails @ BC 1-1/2" at each end of BC Q 0 r; Typ. Corner Jack Placement -1' 10-15/16" 2'0" 2'0" 1'1-1/16" Attach Corner Jacks w/(2) 131" 0 ToeNails @ TC & BC (typ-) INS c a e 11-411 Digitally I signed by Michael A jldej'S Anderson Date: o n 2021.07.20 12:14:32-04'00' * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. o s (UNLESS NOTED OTHERWISE) &: CD 0 — Z@_ _� :.2 :, 0 a * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE) � ° L U a c a) o Cn * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW o 0 a) aa)) TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING >ID ~ = °' DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL g L U L L ; a 0 STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE L m °° 1& o o > 'r- INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR 6 E .0 0 y o T GRAVITY AND UPLIFT LOADS. o ;v y ¢ �' o m FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ¢ L o -8 0-:E a) AND/OR ENGINEER OF RECORD. a _ _ ° a. >a)a)a0 vE� a, �E Z f0 �L. '0: '0 REPRESENTS THE LEFT SIDE �20 F °° .o OF EACH TRUSS DRAWING .o Q � a C �_ O 'U W ( NOTE: REFER TO SIMPSON CONNECTOR a5 o N w 2 E � .0•8 0 CATALOG FOR INSTALLATION DETAILS) ° �' = 0 �'•T �'- = I— 'C o a) ••O a3 O aj aJ a) Q A LUS24 H HHUS46 (� --- _��`��Y�`�E = L ^� Q U L iT a)"O � N o o 3$W L — C/? E B LUS26 J THA422 R--- Q c O T O M C HUS26 K MUS26 S - - - ~ a) '3 'U) O �_ E p HUS28 L THJA26 T - - - _ do C:= o 2�.a E HHUS26-2 M --- U - -- ;•r-o2-0is`�� F HHUS28-2 N - - - V - - - a) cL N � _ OO�a �QEO 0 � �-a HBB HANGER BY BUILDER BBB BEAM BY BUILDER a) o o 0 6' cal T) Z LSTA12 @ TC & BC * NOTE: LSTA STRAP - 5 r Q.s 0, �' INDICATED TO BE USED IN °QL° N a 0 0 'a C a' Zt LSTA12 @ TC CONCORDANCE WITH a' o ID LSTA12 @ BC m CORNERSET DETAIL. ova �Q �� 2- Q -2 Q -E m 0 � — N m = o R LOADING ROOF FLOOR WIND LOAD o .0,- % 1n = o a LIVE LOAD 20 - ASCE 7-16 �' S '0 a) Q 0 fQ 00 w O DEAD LOAD 10 - 160 B ~ U _ a0i a c v p LIVE LOAD 0 - Residential -CAT I I >_ a c F-O N m Lit c:E DEAD LOAD 7 - Clr�sed O V o'er a3-0" °o o •= E N m TOTAL LOAD 37 - FBC 2020 RES Ca v — N 0 2 s o g ar o O O U E L = O N DURATION FACTOR 1,25 - TPI 2014 C z a) 2 V to � ° �, �? LL u�i m cc .� c voi REV DATE BY REMARKS U) c a) ~ in c u) ® ,� O E ` -a U O.L.. _ - --/--/---- a)o o . " > Lt-O _ U��ca�v?QL� --/--/---- - _ 20 a) O co) o jz- 4- S _to U to O co E - --/--/---- - O Q rL •W 22 o m Q O Q - ' o to O L =Cr C ~ U a _ O ¢ 0 ca)'3o0 wUta) 'a).E0C aT�o�0a�oMZ- - --/--/---- - _ c _ wo a) S a) E r i L � V— m � 0 It is understood that above ❑ APPROVED °' m Q o 'a, t w �? conditions have been reviewed & o m a Q Q a ` are acceptable for the fabrication ❑ APPROVED AS NOTED " _ = - 3 y at trusses, elevations, pitches, °' _ ° E overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT 2.0 o E R �, - elevations/pitches, bearing rn w ° O = 2 m �, o = M conditions & all detail pertaining ❑REJECTED 6 _ f C o to this truss placement plan. No vj `�--a O L+ O O a) back charges will be accepted ° a) o r ~ without previous written approval DATE a a �, 'a, _ •N from an A-1 Roof Trusses E 0 ` o l o representative. REVIEWED BY � o 'au o o "a a= 0 a) Q O O O O PLAN DATE ARCH:--/--l---- FSTRUCT:--l--I---- -' �, 20 uj L at.+ a) 0 c O �a)a)0•0 -a c"• o @ Ig ` CUSTOMER RENAR HOMES � U S " ' `° a$ = L O N J- a) a) — = L Q (a w- ..Or o = L ' a) = a) C a) a) O a3 O rn . _ co 0='�'in—a'01 JOBNAME CAYMAN ELEV: B1 0- =-°a'� = - '0 .2 M U a;, L -O O O _= N 8 O E a) O O �- � Z Ea) (� V to a-5A rnN— m.L a... OPTION(S) LANAI m o s s R C s .a.- 'O C L cc L fa LLl O a3 O a1 0 0= O a a) ID , � 3 c a) m w •6, .� COMMUNITY LOT: 30 MORNINGSIDE ° w ° '�, FA •C6 o _ = U -M -' -0 /LOT# �- =cc46 �� R= O U N LO i O to — U a c F- O CITY •O >, U Q = ° 0 -Z -cc '8 V U V) a) O w O cmO = a) _ r O N COUNTY 0. CD �� O O C a3 U Q �~ a) � L (Si _ BLDG. BLDG. Q o Q C 3- 'G o TYPE TYPE # - ° 0- c�ms� a) JOB # 86316 MASTER CRMSCM1560Bl L CL 3 _Q ._ o' a) m N N a3 T E-0 DRAWN SCALE r ~ 'o m =0LE DATE 06104121 w='-gym = �>°O0 0= I —OR 0.0 a) MS NTS Z>-00mU0"a0 N s�> 2 9 E m c Q =a) u) �0 �' �EE>0 c2 -1 AROOF z ao Q a) c �2 o 0 W a�sla.�a)w W rl TRUSSES .Q = N C a 'p —0.0 U—° o L E= 0 o Y <� U :0 L r y io = = � A FLORIDA CORPORATION N I.L L L � Y-• O c 0 0 -0 0�' 0 �' = Ph 772-409-1010 / Fax 772-409-1015 U U. $ �' ; Q Q'� 6i> m U._..• "O http://www.altruss.com p: O = L = ° �' ° = 0 U I— a)...w aUa.__