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Home My WebLink AboutAPPROVED, Construction Plans-425 Seafoam Circle Lot 65LISA MOTTRAM FIELD LICENSE NUMBER: 1264695 PRODUCT L SUBMITTAL FFI VIT BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT / BLOCK * 1 PHASE IIA, FT. PIERCE, FL 34945 CONTRACTOR: LISA MOTTRAM FIELD LICENSE NUMBER: 1264695 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES HEAD: #10 X 2-112" WOOD SCREWS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. 3068 EXTERIOR SWING DOOR FIBER -CLASSIC SMOOTH STAR THERMA-TRU 3l16"TEMPERED JAMBS: #10 X 2-1/2" WOOD SCREWS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL21135.11 +40.0 - 40.0 PSF 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 FL9174.8 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 S.G.D. SLIDING GLASS DOOR 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) Q.C. MAX. SILL: SPACED 6" FROM CORNERS,17" O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 4 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS O FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE #10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.9 (MIN) +/- 55.0 PSF MIN 3 AT SILL. WOOD ANCHORS: 3"` FROM CORNERS, 16" O.C. MAX. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) c 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS, HEAD: 3 ANCHORS, JAMBS: 6 ANCHORS FL17499.2 (MIN) +/- 60.0 PSF MIN ALL TN � WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3" FROM CORNERS,HEAD:3 ANCHORS, JAMBS: ANCHORS FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS Q FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ARE#10 WOOD SCREW (1-3/8" MIN. EMBEDMENT). MASONRY ANCHORS: 3" FROM CORNERS, FL15349.9 +/- 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 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 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 GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES HERITAGE « >> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL18355.1 PRODUCTS INC. EDGE, APPROX. 1" & 13-1/2" FROM EACH END & 1/2" ABOVE EACH CUTOUT. EXTERIOR SOFFIT F;t _': ; " "A$LUMINUM SOFFIT AMERICAN CONSTRUCTION « >> 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) , MATERIALS 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 A UF. PANELS SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART SPAN CHARTS TABLE R301.2(1) CLIMATIC ANt1 r.PMRAPHIC t)FRIr.N 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 Termite' LOAD (mph) effects" (NA) CATEGORYr depth TEMP REQUIRED INDEX TEMP' 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 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)]. 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. I. 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 aff 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 = 2,201.0 SQ. FT. / 150 (F.B.C. R806.2) = 14.67 SQ. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 207.2' SQUARE FOOTAGE OF SOFFIT = (207.2' X 1.33') = 275.6 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 = 275.6 SQ. FT. X 11.74 SQ. IN. / SQ. FT. X 1 SO. FT. / 144 SQ. IN. = 22.47 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 22.47 SQ. FT. > VENTILATION REQUIRED = 14.67 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE I have reviewed the above product approval Information and approved it. Name: Signature: Certification Number: Date: PROJECTDRAWING INDEX , • 1 FOUNDATION • . A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-7.0 HVAC PLAN ■ OF CONSTRUCTION: BUILDING DESIGN: ENCLOSED ULTIMATEDESIGN WINDSPEED:140 MPH r ♦te-,Tlxjw r OVERHANG:FT 1.33 ROOF PITCH: COMPONENTS FRAME OPEN •i MPH ROOF DEADLOAD:PSF (TIL IMPACTSHUTTERS: YES X NO ASSEMBLY: •• •,,D TOP CHORD: V• • •"'� LIVE LOAD:LIVE i PSF LOAD::. •1 •.. DEAD LOAD: COMPONENTS AND CLADDING WIND PRESSURES PE 2020 FLORIDA BUILDING CODE USING O. ZONE COEFFICIENTS OF OPENINGS DESIGN PRESSUREAREA 1 to 19.9II• � PSF IIL 01PSF 20 TO • - r 50 , r• • 24.8 PSF -27.1 PSF 11 TO 499.9 23.5 r - SF 500 AND ABOVE USING END ZONE COEFFICIENTS AREA OF OPENINGS DESIGN PRESSURE 1 to 19.9 MI IIII � • PSF -37.0 PSF 20 TO 49.9 4 PSF PSF 1 TO 99.9 24.8 PSF -31.2 PSF 11 , ,.. 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 Micha Digitally signed by Michael el Anderson Ander Date: 2021.06.15 son 13:54:26 -04 00 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 0 W UCO � q r�r O �W�\w C~ � LO to a� o � w- (.0 w0(v U�0.) _J 0) r- _J UIt X ) M Q W00 N p_JOCoCo �"Lu �mpr_ T mww(q(D Q00Q�U LU LO cif) Z � p CO 0- W w F- PROJECT NO. 17-015-065 DATE DRAWN 4-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACEIQ _ 13,392 CUBIC FEET SHEET 3" V.T.R. III[ r� 1 I 2" W.C. I I 1 LAV I 2" j LAV 1 2" I TUB 3" 2". r1 � 1 2" 2" I I LOOP SINK L) 11 3" V. T. R. �III 3" V. T. R. I Il I I I r. 1 r. 2" WASH 1 I W.C. 1 I I 2" 2» TUB LAV 3" CLEAN 4" MAIN OUT TO SEWER OR SEPTIC TANK SCHEMATIC PLUMBING RISER 13'-0" 25-011 36"X36"X16" DEEP CONC. FTG. W E.W. 3-#5 f Df D f9 9 ff 9 ff f fi I # 2 -0 3 -10 4 -0 4 -2 3 -10 7 -2ff A B I 1 I A I Lu cc I B 1 G o 00 RECESS SLALO 3 1 /2" FOR S H WR. I I 3'-8 1 /8" 31--0" 3'-9 1 /8" 7'-5 5/8" (----- — -----J I 2' 11" 16'-5 3/8" 0 ( ■ o I I J RECESS I i) I 1 SLAB FOR I L HB I S.G.D. 1 C I LAV qAV ■ I I SH\WR. � I I I If TUB/ I LO SHWR. rI I I I 4" 2500 PSI CONC. SLAB W/ I 100 FIBER MESH, AND/ON 6X6-10/10 ■ I REFERENCE II WMM WITH MIN. 1" COVER ON 6 ( ■ I FINISH FLOOR MIL. POLY VAPOR BARRIER OVER TERMITE TREATED COMPACTED 0I I N I CLEAN FILL. 00 I I I 19'-4 3/8" ■ 8'-4 3/4" `~ I I. SINK I INDICATES C.M.U. CELL FILLED I W/ CONCRETE AND (1) #5 VERT. LISP REBAR CONT. FROM FOOTING I I l l TO TIE BEAM (TYPICAL) ;Y, I ❑� I I 1 I I 19'-2 3/8" �- I ❑ I ® I Qw II II I I H A r o 1 I , I A rr I r �i f fD —CHASE FOR ELECTRIC 10 WH TO ISLAND __ AC ri LO-- Z7F COND I A/C ~ o0 I CHASE I 1 I I I 19'-4 3/8" I I B I 1-1 0 1 I LO ■■ I 0- o D I I � I 1 ■ �J ■ ® ( SLOPE DOWN 1» I HB A I F AT GAR. DOOR I 1 � I 1 I I ' �-- I I--- — --- -----1 00 G cn �= C 3'-5" 1, 4'-10" 1, 3'-5" [ 6'-4" f 6x6 - 1Ox10 WWF CONC. 6x6 - 1Ox10 WWF OR FIBER MESH SLAB OR FIBER MESH Q SLAB gff �. SLAB d- o GRADE �I 2- I I 2-#5 BADS BADS r g" BARS g1'_4' fD 29-Oaf -4 A DETAIL B DETAIL C DETAIL 1 1 1 CONC. SLAB -- b _] GRADE 2—# 112"(MIN) BAIFS <— BELOW 8"1'-4' D DETAIL 1 cn CONC. w SLAB > gff H1 DETAIL 1 CONC. SLAB 17 Off gff G1 DETAIL 1 42" X 42» A/C PAD DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71-0" BD = 68'-2„ DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH ARIES 6x6 - 1Ox10 WWF OR FIBER MESH CONC. 1 f_O» SLOPE SLAB .�� GRADE BARS F DETAIL 1 CONC. 1-#5 SLAB rBARI „— 401 g G DETAIL 1 5 1 2" (,FRAME FRAME 7 5/8" (BLOCK w CONC. SLAB ,� > 2_ #5 8' 1'-4" BARS %J\ DETAIL - S.G.D. 1 1-#5 CONC. BAR SLAB gfa H \ DETAIL 1 CONC. 2—#5 SLAB -7 BAR 1'-4» 4af 4af K DETAIL 1 CONC. 89 f gff \ SHOWER SLAB VARIES CONCq-4 RECESS SLAB _ AT WALL `i -- --- - - GRADE N SHOWER RECESS "I BARS 1 L DETAIL M DETAIL 1 1 FOUNDATION PLAN PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN DETAIL 3" MIN. -c FOOTING & REBAR 1'-0" 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 SCALE 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: 2021.06.15 on 13:54:49 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 m LO rn o � o � U�rn� �U)¢ � o W C/) - Q LL 00 0 ti W j 0 _j m O � N Lij z 0O<� ��U rrU)U)Z LO O M CL LL] J ua F— PROJECT NO. 17-015-065 DATE DRAWN 4-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET KIT. AT DINING RM. NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION RNG REF KIT. AT RNG. REF. OPEN TO BEYOND » SINK 01 DW KIT. AT ISLAND WALL MTD. LT. MIRROR .C. \\ Oqz- f_ _ 1 z ct icy o VB36 V836 SHWR. FILLER M. BATH VANITY -3" FILLER r-WALL MTD. LT. o f_ 1 za- >12 W.C. FILLER BATH 2 N TILE I �r uI I IRITF:-DIr)1D C-I E-\/ RIr1TC0. 0 LO HB 8'-0" HDR. HT. TOP OF BLOCK +9'-4" A.F.F.- VENT MICROWAVE THRU WALL B 1. BATHROOM TOWEL BARS AT 54" A.F.F. 8'-8" 2. BOTTOM OF MEDICINE CABINETS AT HDR. HT. 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE TO CEILING. 4. SHOWER HEADS AT 6'-8" A.F.F. 3'-5" 13'-0" 25$-0" 2'-4" 1- 4" TOP OF BLOCK TOP OF BLOCK 12'- O" +9'-4" A.F.F. +8'-0" A.F.F. DoD 6'-8" 6,-81$ HDR. HT. HDR. HT. - - - - - - - - - - ® EGRESS EGRESS R/S I 8 -o CLG. I f 8'-0}' \ 2'-0» - ®- 9'-0" CLG. - - - - - -I CLG. TYP. 18'-8 3/4" I I I 0 5'-0' I LAN U I M.BR. 8'-0" CLG. ■ I COFFER CLG. to I R/S I R/s 3'-0" 81-0„ I 3'-4 1I 2» I 15'-0„ 3'-2 1/2" 7'- 1 3/4" 5'-0„ AT- _j �8'-0" CLG. 5 SH 9'-4" CLG. 8' -0" CLG. R/S 10'-4" CLG. - - - - TEMP. GL. 9� R/S I I EN CL. ON 42" 15' 15" I I I H. WALL MIN. MIN. 17'-8 1/2" I I I Q' f 8 2'-0" I e FALMILY RM. \ 3 -1 0 TYP, )D ) }} COFFER CLG. 6 -3 1 /2 12 -5 1 /4 I N - - D Z 42" H. WALL „ I rLO I o I,00" - I I I 8'-0" . CLG. I I O >' -O" 13'-9 1 /8" r2'-5 1/2" � I 8'-0" CLG. I SINK I I 1 6'-9 3/8" SI/ 1 1 I D1SP. i 2X6 DRYER I I WALL - VTR ® - °o I D 1 /2' 6' 1 1 /2» ! 1 � ' ' I :D]W! 8'-0" CLG. 2'NI LO 11 W D0 KFIVI-IF. \I LO .21 s�„ COFFER CEILING 1 N Q 9'-4" CLG. �'-O" 6'-0" 9'-8 1/2" - - 11 I 42"H. 1 /2 I I I I WALL I I FOYER r- I I 110'-4" CLG. „ I I I 0,/\. 0 0 DINING TYP• I COFFER CLG. I ' I I I I I 10'-4" CLG/ 9'-4" CLG. A� A SOFFIT ■ ■ A B 8'-8" B HDR. HT. TOP OF BLOCK JOP OF BLOCK 8'-8" + '-4" A.F. +8'- C A.F.F. HDR. HT. 3'-0" i17--2'- O„ (D ABV. 8 -5, -- L 11'-0" CLG. HT. 18"W. ARCH 4'-10" 1, 3'-5" I_ 6'-41$ u - 16"0 FOAM COLUMN W/ TOP OF BLOCK PER DETAIL d- N 6 -8 HDR. HT. EGRESS BR.3 8'-0" CLG. F ao t9'-11 1/2" 1 in 0 I 0 `° Lo 12'-5 1 /4" BR.2 ■ \ 8'-0" CLG. M I V/ 0 6'-8„ HDR. HT. ® EGRESS WH AC COND 19'-0 1 /4" � 22'x�4� rTl C ACCtS&,j G AR.kGE 8'-0" CLG. N a DOOR SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 SWING 1 EXT. DOOR 2 8068 S.G.D. 96X80" 53.3 S.F. .58 .25 1 EXT. DOOR 3 2868 SWING 1 SOLID CORE 4 1668 SWING 1 INT. DOOR 5 2868 POCKET 2 INT. DOOR 6 2868 SWING 4 INT. DOOR 7 4068 BIPASS 1 INT. DOOR 8 2468 SWING 3 INT. DOOR 9 2068 SWING 1 INT. DOOR 10 16070 OVHD. DR. 1 GARAGE DOOR WINDOW SCHEDULE 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS A 25 SH 36"X62" 15.5 S.F. .49 .24 3 MUNTINS MULL TO "B" B 38" W. HALF RND. ARCH TOP 38.0"R 3.9 S.F. .47 .24 3 5 LITE MULL TO "A" C 35 SH 52.125"X62" 22.4 S.F. .55 .22 1 D 25 SH 36"X62" 15.5 S. F. .49 .24 5 E 36" W. HALF RND. ARCH TOP 18.0"R 3.5 S.F. 47 .24 1 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH 2O17 FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. (2)2x8 BEAM W/ TOP OF ARCH 2x4 TOP PLATE ACROSS ENTRY p 8'-9" A.F.F. TOP OF ENTRY TRUSS BRG. HT. +11 -0 A.F.F. o TOP OF BLOCK KNEE WALL ABV. BLK. +9'-4" A.F.F. o WALL W/ 1/2" DIA. EXP. I I ANCHOR W/ 6" MIN. �r 20„ EMBEDMENT �I RAD. TOP OF BLOCK 1'-6" 3'-4" 1'-6" -18'-0" A.F.F. PROVIDE 5/8" DIA. �j TAPCONS SPACED r NOTE: PROVIDE SIMPSON "SPH4" 6" O.C. FOR P.T. 2x4 BLKG. BTWN. AT TOP OF KNEEWALLS AND 2X4 TO BLOCK FACES OF SOFFITP7 "LSTA24" FROM FACE OF HEADER HB WALL CONNECTIONS TO VERTICAL FRAMING 16"W. SOFFIT AND SIDE WALL 0 LIVING RM. CONC. BOX OUT GARAGE CONC. BLOCK WALL BLOCK WALL `n 12"0 RND. FOAM COLUMN ENTRY ARCH SOFFIT DETAIL SOFFIT AND BOX OUT TO USE 2x4 BLOCKING WITH FLOOR PLAN SCALE 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 Micha Digitally signed by Michael el Anderson Ander Date: 2021.06.15 S � n 13:55:01 -04'00' FL. LIC. AR0017305 / N PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 LO T N C)a) W N Ulz6ir� -n MX co -` U CO z ®JCL®CO_ _j 0aON m < a) z0¢U CELOU)z i` CY) tZ uj Lu I - SHEET NOTES: 1. WALL FENESTRATION PER FBCR 2017 703.4 CEMENTITIOUS COATING ON LATH 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, RIDGE HEIGHT FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF 20" W. ARCH SOFFIT PER +18'-7" A.F.F. ROOFING CEMENT. DETAIL ON SHT. A2.0 6"W. RAISED TRIM 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X (PROJ. 3/4") BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED TOP OF ARCH 12 BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. 12 6"W. RAISED +9'-2" A.F.F. 16 FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW 61 TRIM (PROD. 3/4") SCORE LINES WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). CEMENTITIOUS COATING ON LATH 16" OVERHANG DO TYPICAL UNLESS OTHERWISE NOTED (� -- ---� ,-----�- - -- ------------- - - TOP OF BLOCK -- - -----------------------o ----------------------------- +9'-4" A.F.F. -6"W. RAISED TRIM(PROJ. 3/4") - - - - - - - - - TOP OF BLOCK +8'-0" A.F.F. C.J. ❑❑ I- 2 o z o V) c)lp 9 TOP OF SLAB - -- ---- --- -- --- --- --- - - +0'-0» A.F.F. --- L0_ 6"W. HALF RND. FOAM TRIM 6 HALF RND. 1/2 COLUMNS W/ MATCH TRIM HT. AT LIVING RM. WINDOWS FOAM TRIM 3 HALF RND. TRIM AT TOP/BOTTOM VRETURN TRIM ALONG SIDE WALL FRONT ELEVATION SCALE 1 /4" = 1'-0" 12 16 A A c TOP OF BLOCK 00 CEMENTITIOUS O COATING ON BLOCK O 1 O WIN dED WIND❑W STucco FnmsH PERMETER CAULKING CONC. OR MASONRY 1x4 OR Ix6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENED I Oo CaL NAILS AT 24" O/C op ' MAX DRYWALL BOARD CAULKING DOOR FRAME F SA 7EV THRU BUCK W/ W/ 3-1/4' x 1/4' (1111N) TAPS AT 24' 0/C MAX 1N PREt»tILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) REAR ELEVATION ALUMINUM FRAME FASTEN TNRU BUCK W/ 3/16 z3 1/4' TAPCON SCREWS 0 24' 0/C MAX. IN PRE LOL10C HOLES BY MANUFACTURER ALUMINUM FRAME SECURE FRAME TO SILL PERIMETER CAULKING {NTH SILICONE CEMINnnOUS FINISH CAULKING CONC. OR MASONRY Ix3 OR 1x4 P.T. BUCK SET IN ° SEALANT AND NAILED : pa 000 oO0 0 0 W/1-1/2" CASE HARDENED o COIL NAILS AT 12' 0/C. MAX PRECAST OR POURED SILL PERIMETER CAULKING \-DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W FRAME FASTEN TO SILL W/ * ScRm 0 2--0' 0 0f-FLOOR COVERING 0 C5rt�0 V GROUT BED CONCRETE SLAB SILL DETAIL (SGD) SILL DETAIL WIND❑W CONC OR MASONRY SCALE 1 /4" = 1'-0" e 1'-2 7/ o 0 O 20" SIDE WALL RETURN TOP OF SLAB +0'-0" A.F.F. - - - 0 LO Ln 1'-2 7/8" 2:-0„ 1'-6" -2 7/8" ui 1 -2 7/8 1 2$-4aa OVERHANG SEPARATIONS Ix6 P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS 0 12' he (MAX) PMMETER CAULKING FLOOR COVERING - DRYWALL BOARD °o 0 0 ov. DOOR T'M CEMEIVnnOUS FINISH PERIMETER CAULKING DOOR FRAME FASTENED THROUGH BUCKDOO+'M o W/ 3-1/4" x 1/4" (MIN) TAPCOK WIH (1) TAPCON 0 6' MIN FROM EA. CORNER• AND LEGS j MINA �+ 8 VERnCAt HEAD/JAMB DETAIL EXT DOOR PERIMETER CAULKING CONCRETE SLAB DOOR THRESHOLD SET IN BID OF CAULK & FASTENED To SILL W/ 3/16' DIA. TAPCONS 0 18- O/C SILL DETAIL EXT D❑❑R 1 /4" = 1'-0" WINDOW PRESSURE CHART 160 MPH TAG PRESSURES ZONE SgFt 10 +27.6 / -30.0 4 0-19.9 +26.4 f -28.7 4 20-49.9 O +24.8 / -27.1 4 50-99.9 +23.5 j -25.8 4 100-499.9 V +27.6 f -37.0 5 0-19.9 +26.4 / -34.5 5 20-49.9 0 +24.8 / -31.2 5 50-99.9 O +23.5 / -28.7 5 100-499.9 G) +23.5 f -25.7 INT. 112 CONURETE "U" BLOCK TIE -BEAM TOP COURT HORIZ. 2X2 NAILED TO VERT. 1 X2'S W/ 12d X 3-1/4" NAIL SOFFIT DETAIL CEMENTITIOUS COATING ON BLOCK 00 20" SIDE WALL I RETURN 10 LEFT ELEVATION SCALE 1 /4" = 1'-0" 12 16 CEMENTITIOUS COATING ON BLOCK 1 1 as O 0 RIGHT ELEVATION SCALE 1 /4" = 1'-0" P.T. (2) 2X4 BUCK - CONNECT TO BLOCK W j pie" x 3" TAPCONS (1 1/4 MIN. EMBEDMENT INTO BLOCK) ATTACHMENT PER MFRS. RECOMMENDATIONS 1X2 NAILED TO TRUSS TAILS W/ (2)-8d NAILS \-ATTACHMENT PER MFRS. RECOMMENDATIONS STAPLES ® 8" O.C. PER MFRS. RECOMMENDATIONS CONTINUOUS VENTED SOFFIT N.T.S. 2x4 VERT. AT EA. FACE OF PRECAST LINTEL AT TOP ARCH W/ (3) 10d NAILS AT BLOCK COURSE EA. END TOE NAILED W/(2) -\ 10d AT BUCK 2x4 SOLID BLOCKING (FULL TOP OF BLOCK WALL WIDTH OF WALL) BTWN. PLYWD. ARCH FACES W/ (3) - 10d NAILS THRU PLYWOOD INTO EA. 2x4 P.T. (2) 2X4 BUCK - 2X4 VERT. BRACES CONNECT TO BLOCK W/ Ns* x 3" TAPCONS (1 1/4" MIN. 15/32" CDX PLYWOOD PANEL EMBEDMENT INTO BLOCK) - (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. ROX4DE N87 x 3" TAPCON INTO 2x4 SOLID BLOCKING (FULL BLOCK) AT EA. SIDE BUCK-(1) WIDTH OF WALL) BTWN. PLYWD. WITHIN 4" MIN. TAPCON ( - ARCH FACES W/ (3) 10d NAILS START OF ARCH THRU O.S.B. INTO EA. 2x4 BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS SECTION A -A 1" x 3" BUCK CONTINUOUS ARCH IN MASONRY 0ENG. 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) 15/32" CDX PLYWOOD PANEL (BOTH SIDES) NAILED TO BUCK W/ 8d NAILS AT 4" O.C. CONTINUOUS CONC. BLOCK LINTEL PER PLAN BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS LINE OF RECTANGULAR ROUGH OPENING MICHAEL C. ANDERSON Michae Digitally signet I by Michael Anderson Anders Date: 2021.06.15 on 13:55:13 -04'00 FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 LO LO T o a) o It7G Cn u- OD $:�U,W®®QCV U-®m®00� T CM mw��C'3 z O Q cm U n Lu � U) z O � cM CL Lu I LU PROJECT NO. 17-015-065 DATE DRAWN 4-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE = 13,392 CUBIC FEET SHEET fr ' FRAMING NOTES: 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1 /4" MIN. EMBED. 0 24" O.C. VERT @ (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE NOTE: TRUSS LAYOUT IS SCHEMATIC. REFER TO TRUSS COMPANY LAYOUT FOR TRUSS LABELS AND LOCATIONS. (2) HETA-e NOTE: BRACE WALL WITH 2X4 BLKG. AT BOT. CHORD EACH SIDE - PROVIDE TAPCONS SPACED 12" 0.( STAGGERED ON LANAI SIDE & HETA20 ON TOF OF WALL 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 t6 FRAMF CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2 TO PLATES 24-1Od X 1 1/2 TO STUDS SIMPSON MGT (IN FRAME WALL) < 3965 > 22-10d / 5/8" DIA. A.T.R. SIMPSON PHD5 (IN FRAME WALL) < 4685 > 14-1/4"X3" WD. SCREWS / 5/8" DIA. THRU—BOLT SIMPSON HTT16 (IN SLAB) < 4175 > 18-16d / 5/8" DIA. A.B. W/ 7" MIN. EMBEDMENT / "SIMPSON SET" EPDXY TIE ADHESIVE C LI (2) HETA20 -- mi PRECAST HEADER SCHEDULE B—X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 81716-1 B 950 PLF 361 PLF B-2 160" 8F16-1 B/2T 1075 PLF 770 PLF B-3 70" 8F16-1 B 4144 PLF 1930 PLF B-4 112" 8F16-1 B 1818 PLF 980 PLF B-5 54" 8F16-1 B 6039 PLF 2507 PLF B-6 54" 8F8-1 B 2170 PLF 1660 PLF F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF REBAR AT F F BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J L QUANTITY OF NOMINAL HEIGHT REBAR AT TOP TYPE DESIGNATI❑N FRAMING PLAN uw .a a U _ Yf OD Y Z i� Z 7-5/8'ACTUA 8' NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR �u #5 REBAR AT BOTTOM OF LINTEL CAVITY SCALE 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 licha Digitally signed by I Michael Anderson , n d e rs Date: 2021.06.15 n 13:55:25 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS I MASTER PLAN REVISION I 4-7-20 o �r� N W o 1 1 1 1 r U) LO TT V! T C V ® CA T— (0 LLI tD CV OF-05 J�"tX o Cn < LL-L 00 ® �zCD CO m W CO 0z0aNU � LOcnz O n CY w LLI I -- PROJECT NO. 17-015-065 DATE DRAWN 4-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SOFT GARAGE 385 SOFT LANAI 160 SOFT ENTRY 54 SOFT TOTAL 2280 SOFT CUBIC VOLUME OF CONDITIONED SPACE 13,392 CUBIC FEET SHEET LEGEND -�- SURFACE MTD. CEILING FIXTURE Y PENDANT FIXTURE kg RECESSED LIGHT K> WALL MTD, BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE Kl WALL MTD. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) WALL MTD. SMOKE DETECTOR CEILING MTD, SMOKE DETECTOR O CEILING MTD. CARBON MONOXIDE DETECTOR CHIMES CHIMES PUSH BUTTON!., �I 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 tW DEDICATED 220 V. OUTLET 110 V. JUNCTION BOX -b`3- SWITCH @ 42' A.F.F. - RHEOSTAT SWITCH @ 42' A,F,F, TP TOUCH PAD FOR SECURITY SYSTEM Q CENTRAL VACUUM OUTLET LOCATION Ll= ELECTRICAL DISCONNECT OUTLET FOR MICROWAVE uvHUr1 L. I J. - -- _ PREWIRE PREWIRE - - ----" ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTEC1ON 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 PROTEC1ON OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. 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 2020 F.B.C. 2" RIGID O.H. SERVICE F.P.L. ELECTRICAL LOAD CALCULATION 3—#2/0 XHHW 1674 S.F. AT 3 VA 5.0 kVA 2/{ 0 SER CABLE 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT :.; _;'` 1.5 kVA RANGE 12.0 kVA 1 WATER HEATER - .: 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL 1.5 kVA DRYER 5.0 kVA 150 150 SUBTOTAL 32.5 kVA PANEL C/B FIRST 10 kVA AT 100% 10.00 kVA METER REMAINDER AT 40% 9.00 kVA TOTAL OF OTHER LOAD 10 kVA OF AC AT 40% 19.00 kVA 4.00 kVA 3#1 CU THNN 2" CONDUIT TOTAL 23.00 kVA 23,000 VA DIVIDED BY 240 V 95.8 A POOL SUB PANEL 30.0 A NO. 4 CU. WIRE TOTAL 125.8 A TO COLD WATER PIPE IF CU PLUMB. USE 150 AMP SERVICE IF NOT CU USE--"'-� .:. SUPPLEMENT GROUND N0. 4 CU. WIRE TO 5/8" x 8'-0" SCHEMATIC ELECTRICAL RISER GROUND ROD EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT ELECTRICAL PLAN SCALE 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"I"'lly signed by I Michael Anderson Anders Date: 2021.06.15 on 13:55:37 -04'00' FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION HVAK "w v) 0) CID ^y d W "T711 Q v1 Q0 Ln LO rn cV o Q0 w to tV 0 0) ctW o Cn Q u- 00 W o_FroC LL Jm0�c\I mW�cmt�tD Qrr ®Q�U W OCU)~Z U-) CIS � 0 co CL W J w F- PROJECT _j NO. 17-015-065 DATE DRAWN 4-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET Ain Ago, 12 PER ELEV. R-30 INSULATION ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 19/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) �• 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 -� 1 x4 P.T.- PLOYCEL SEALANT - P.T. WOOD BUCK - ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) - MARBLE SILL 1/2" DRYWALL ON 1 x2 P.T. FURRING CAD 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL CONNECTOR PER ANCHOR SCHEDULE 3/4" PLYWOOD SHEATHING DECORATIVE CEMENTITIOUS COATING ON LATH OL WNDW HDR HT PER PLANS ALUMINUM TRANSOM WINDOW WITH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH 1/2" PLYWOOD SPACER DOOR HDR HT PER PLANS HURR. STRAP ® EACH TRUSS REFER TO CONNECTOR SCHED. TYP. OH.. ,_ R ROOF PLAN, tj,hTOP OF BLOCK 'qKREFER TO EXT. ELEV. ` ALUM. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT -- W-DW. HDR. HT. ' PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. - PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK 1-#5 VERT. BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL I (LOCATIONS PER FDTN. PLAN) O, _ 0„ - TOP OF SLAB i FINAL GRADE STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. CONC. FTG. PER FOUNDATION PLAN TYP. EXT. BLOCK WALL TRUSS OR BLKING. PER PLAN 1/2- GYP BOARD HEADER PER PLANS 1 1/2" GYP BOARD DOOR ATTACH PER MANUFACTURERS SPECIFICATIONS TRANSOM WINDOW /DOOR SECTION (TYP) 12 PER ci �v SIMPSON LS30 CLIP ANGLE - GIRDER TRUSS SIMPSON LS30 CLIP ANGLE - R-30 INSULATION --� USE 2X4 STU FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" PLYWOOD SHEATHING AND 2X HIP JACKS & RAFTER CONVENTIONAL FRAMING AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) SIMPSON HETA20 HURRICANE STRAP OR EQUAL (3)10d NAIL5141, I.'} NAILED TO RAT ' TOP OF BLOCK s, I'll REFER TO EXT. ELEV. COVENTIONAL FRAMING Q BAY N.T.S. II LINTEL I I I 2x4 STUDS @ SPACING II PER PLANS VERTICAL FILLED CELL W/ 1-#5 BAR ---_ (2) 16d CONC. BLOCK WALL 12" 0'C----A (2)2x4 P.T. W/1 /2" DIA. COUNTERSUNK BOLTS @ 24" O.C. VERT 11 2 1 /4" MIN EMBEDMENT--- I WITH 2" SQUARE X 1/8" lI_41 THICK HURRICANE WASHER II 90° CORNER It I ( L------ EXTERIOR FRAME WALL TO TOP OF SLAB �(2) 10d a 6 O.C. 3 1 /4" DETAIL AT COO_C. BLOCK WALL CONNECTION LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1-#5 BA TOP OF HIGHER BLOCK WALL z z - a II #5 BAR DOWEL TOP OF LOWER cL < II W/ STD. 90° HOOK BLOCK WALL CONC. BLOCK WALL #5 BAR DOWEL II VERTICAL FILLED W/ STD. 90° HOOK jl CELL W/ 1-#5 BAR I I I I BLOCK WALL HEIGHT TRANSITION DETAIL HURRICANE STRAP 0 EA. TRUSS - REFER' TO FRMG. PLAN CONNECT EA. TRUSS BOTTOM CHORD W/(2)� 16d MIN COMMONS TOE -NAILED TO ___/A/'Y TOP PLATE SIMPSON "SPH4" AT EACH STUD TO TOP PLATE W/ 12-1Od X 1 1/2" AT EA. 1/2" GYP. BD. - PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. -� STUD TO SILL PLATE W/ 12-1 Od X 1 1/2" AT EA. 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL PRE-ENGINEERED TRUSSES R-30 INSULATION 1/2" GYP. BD. DBL. 2x4 TOP PLATE 2x4 STUD WALL @ 16" O.C. NO. 2 OR BETTER GROUP 11 UNLESS OTHERWISE NOTED W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVIDE BLKG AT 4'-0" O.C. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1/2- DIA. EXP. BOLTS W/ 2" WASHER AT 24" O.C. (MAX.) FOOTING PER III --III III I I FOUNDATION PLAN NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION 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. f'm = 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 MIN. HOLE DEPTH 5/8" 1 /2" �8,� 6„ 3/4" 1 7 re 7/8„ 1 1 /8" 8„ 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. 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. 4v „k ROOF EDGE 41,.k ^ 91 2e ( 4 ROOF 2n I 2r °Z\e ROOF EDGE 1 �-/ st- EDGE Q 2r ( RIDGE �JI 2e d 3r I 2r �` 2n ( 1� 2r ti�A 4 ZONE 1: 8d RING SHANK NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r: 8d RING SHANK NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3, 3e, 3r: 8d RING SHANK NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT __7T (8" LONG) W/ 2" WASHER AT 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. 2x6 P.T. FROM SOT. OF NAILS AT 12" O.C. IV HDR. TO CLG. LINE `- 2x6 EQUAL EQUAL P.T. 1/2" DIA L-BOLT N (8" LONG) W/ 2" \ WASHER AT \\- 32" O.C. MAX. - M GARAGE DOOR OPENING -- ELEVATION GARAGE DOOR DETAIL -}- 2x6 I P.T. 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 11, 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 REBAR HOMES 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" AT EA. END OF 2x4 PRE-ENG'RED SEE VERT. STUD TRUSSES NOTE #4 NOTES: SEE 1. HURRICANE CONNECTORS REQ'D NOTE #4 AT 8'-0" O.C. 2. PROVIDE "H2.5" ROOF 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" 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 8"X8"X16"- CONCRETE LINTEL BLOCK FILL WITH CONCRETE AND (1) #5 BAR MICHAEL C. ANDERSON Michae Digitally ALTERNATE TRUSS ANCHOR DETAIL signed by N TS I Michael Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Anders Date: FL. LIC. AR0017305 2021.06.15 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 13:55:50 (772)418-2118 on -04'00' PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE -RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 4-7-20 LO 0*) ^ T CV o Iq W (0 LV U 1,- crn l,- Lu 2 J W C7 Q 00 x ui C%0¢�N 0J z u CcoGO _0 jMOONr co<LL050 CO0 z®¢U rN j t�- uj III �u')U)Z cv O CL � w J w H PROJECT NO. 17-015-065 DATE DRAWN 4.-28-21 DRAWN BY MCA BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 13,392 CUBIC FEET SHEET CORNER—' ORNER — — FLASHING TAPE CORNER FLASHING TAPE FLASHING TAPE SIDE FLASI TAPE FIN CORNER — WINDOW TOP �-NAILING SIDE CHECKRAIL FLASHING TAPE - WINDOW BOTTOM SILL FLA SILT 1. CUT THE WATER RESI71VE BARRIER (1C) IIWATER RESISTIVE BARRIER nrAitrc Kt I R _,.-4ST CUT '� f I I 1-- -�---- If I I I TH CUT, I I E 3RD I I MAKE A 6" CUT UP I I �CUTI I FROM EACH TOP I I CORNER AT A 450 I I I I ANGLE TO ALLOW THE I I 450WATER BARRIER TO I I BE LAPPED OVER THE I I j I FIN AT THE HEAD OF �2ND_ I I THE WINDOW. CUT _ f I L- - - - - - - - - - - - - - 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (y2" 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. r-. , I 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING j 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 I 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) EXTERIOR - I I I I I I I I I I I I I I O I I I I I I I I I I I I I L- _- I 141: cl� I I I I I I 1 I I I I I I ! I I I i I f I I I I I I I 3 I I I I I I I I I I I I I l� I 1 ROOF SHEATHING 2x4 BLKG. 0 48" O.C. — (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP @ EACH TRUSS PER FRMG. PLAN — LO M 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN TOE NAIL (2) 16d EACH SIDE 2x4 BLKG. 0 48" O.C. TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG, @ 48' D.C. PRE-ENG, TRUSSES AT 24' D.C. — PRE-ENG. TRUSSES 0 24 O.C. 2X4 45• CROSS BRACING W/(2)16d NAILS AT EA, 2x4 45' CROSS BRACING TRUSS WEB MEMBER AT TRUSS MID -PT. AND AT 8'-0" O.C. (MAX.) 2x4 450CR❑SS BRACING SCHEDULE SPAN BRACING REQ'D GREATER THAN 20 FT, SPACED 4'-0' D.C. 10 FT, TO 20 FT, (3) PAIRS AT 1/4 LESS THAN 10 FT. P❑INTS (1) PAIR AT MIDP❑INT 2x4 TRUSS BOTTOM 2x4 TRUSS BOTTOM CHORD BLKG. AT y CHORD BLKG. AT 4'-0' ❑.C, REFER 7 4'-0" O.C. REFER TO TO FRMG, PLAN FRAMING PLAN <2> 16d COMMONS TOE -" (2) 16d COMMONS NAILED EA, SIDE TOE NAILED EA. SIDE NX 8x8 U-BLOCK TIE -BM, FILLED W/ CDNC. & (1) #5 BAR C❑NT, VERT, #5 BAR AT EA. REINF, FILLED CELL PER FDN. PLAN GABLE END SECTION X-X CABLE END SECTION @ HIP ROOF Y-Y PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITI❑US FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL J❑INT STUCCO FINISH ON BLOCK EL: 36" ABOVE ADJACENT FLOOR 5x5xj" WELDED FLANGE 1 " 1 " 19 " 3 0x1/4 STEEL PIPE J" TAPCON TYP.4 ix5xi" WELDED LANGE Q0 PRE-ENGINEERED ROOF TRUSS - CONCRETE "U" BLOCK TIE -BEAM TOP COURSE HORIZ. 2X2 NAILED TO VERT. 2X2'S W/ (2)-10d NAILS ALCOA TRADITIONAL "F" CHANNEL W/ 5/8" CASEHARD "STUB" OR "T" NAILS ® 10" O.C. IN CONC. BLOCK. OR WITH 8d NAILS 0 10" O.C. IN WOOD 4 2X2 NAILED TO EVERY OTHER TRUSS TAIL W/ u (2)-10d NAILS "3 I°°� \-ALUM. NAILS 0.12 DIA. SEE P'LN 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 TRADITIONAL DETAIL ALUMINUM OA OFIV-4 N.T.S. 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'-O" 19_099 199 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. GROUT SOLID TOP OF CELL SAWCUT APPR OPENING IN W, SAWCUT APPR! OPENING IN W) 25" MIN. LAP 15/32' CDX PLYWOOD SHEATHING v -- 2x4 BLKG, @ 48' ❑,C, (2) 16d COMMON NAILS AT EA, 2X4 LADDER FRAMING _ 2X4 STRONGBACK IF GABLE TRUSS IS TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' FROM FACE OF CONC, BLOCK - 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' D.C. - 2X4 'T' OR 'L' STR❑NGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' D.C. - SIMPS❑N HETA20 AT EACH TRUSS VERT WEB MEMBER (24' D.C. MAX) '16d COMMON NAILS AT 6' O.C. TO 2x6 P,T, PLATE CEMENTITI❑US FINISH OVER FRAME -C❑NSTRUCTII❑N APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP, EXPANSION JOINT AT CEMENTITIOUS 22,VS�, PLATE C❑NT, W/ 1/2'x 8' ANCHOR BOLTS @ 32 ' D.C. "ZIA" ^'" 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 MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 1020 SW PROVINCETCWN 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: 2021.06.15 s O n 13:56:03 -04'00' FL. LIC. AR0017305 / .. -� PLAN REVIEW REVISIONS LO o C� r C-0 w LC N c) w -� �"t i< o (A - Q LL1. 00 CC 0 n Cm Z uj QJ�oCO U- .j ' m• 0 00 Cm T 03< m0 Lij Z ® Q U P. U) Z coLO Q_ w .J w I- t° PROJECT NO. 17-015-065 DATE DRAWN A-0.Q-01 30 NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R-6 FIBERGLASS DUCT WORK. Type: HeP_'r!'_ZM Electric �e!tance _ Cooling 8y ste m Model: Standard Air Conditioner Indoor Model: CAI6NA036*0**A- Brand: Description: CARRIER AIR CONDITIONING FX4DN(B,F)049L 16 SEER AC Efficiency: 0% Sound: 6 16 SEER Capacity: Sensible Capacity: 33,800 Btuh h1a- 0 35,200 Btuh Latent Capacity: n/a 26,400' Btuh w AHRI Reference No.: We 8,800 Btuh 9199273 3%4" ' jto'ji j8X18 1OX16 R /A A!Lt_4_ — — _j 4 18X1 8 1 9" 12X12 SINK W/ 11 DISP. ioxio RYER VTR II )c 8" 124X24- _j RHF 74" 110" F- -1 1 I 1OX10 7 _j L L 47- 6X6 /3 8X8 VTR VTR 0 5 CFM 50 CFLyM 6X6 ..6X6 0 ( 0 4' 9n 14XI 4 r--�jj R/A 7 7" 4" ion 14" W] _6X6 12X1 2 A A, R/ 2T�F41 4 L, ACCtSU on FM lum mmw!!M IT-Wo 4, �61 Sm lim CM 'N" XWN UW 904AWN LVEND UK AIR COOLED CONDENSING UNIT St -AS MOUNTED Preferred Air Conditioning & Mechanical, Inc. 1643 Donna Road West Palm Beach, Florida 33409 P: 561-689-1093 / F: 561-478-0089 831 S Kings Highway Fort Plerce, Florida P: 772-878-7577 / F: 772-878-7510 CAC1817665 MICHAEL C. ANDERSON HVAC PLAN Digitally SCALE 1/47= 1'-0" M i c h a signed by Michael el. Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Ander Date: FL. LIC. AR0017305 2021.06.15 1020 SW PRO\ANCETOWN LANE, PORT ST. LUCIE, FL 34953 13:56:16 (772)418-2 118 son PLANS DESIGNED TO MEET THE REQUIREMENTS OF -04'00' THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL(7TH EDITION) FL. LIC. AR0017305, PROJECT NO. 17-015-065 DATE DRAWN 4-28-21 :MCA DRAWN BY BERMUDA 1674 B2 LIVING 1674 SQFT GARAGE 385 SQFT LANAI 160 SQFT ENTRY 54 SQFT TOTAL 2280 SQFT R• M d- qql 0C w a J D m m c� Z W 0 13' 38 25' M LO r1 r, r1% r1% r'A I .� .. c-j a- va T— U �3,5" 41011 T-3'5„�614" 20' CJ1 MR M "-"*02 W �01 • ttach Corner Jacks w/(2) 31" 0 ToeNails @ TC & BC (tYP-) • Corne10- r Jack Placement• • Michae Anders o n 12 um Digitally I signed by Michael Anderson Date: 2021.06.15 13:56:30-04'00' nad by Rama Pranav DN. tam@whengineering. net, Rama Pra11aV �il tci fF �Ra �ranav Kristam, o=Vvhoie (spse $neenng LLC L=Fort T erce lorida, C=US Reason I' ve reviewed this 5.10 15:43:51-04'00' t1 �j T`04 AV rtfr��r No. 88 ATE CIE" � 4t'v. tORID tlfitlt�itt't� * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER. o a) (UNLESS NOTED OTHERWISE) E' > * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER. (UNLESS NOTED OTHERWISE) �' 2o a) � � g?wE , * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW a� O : 41 _ a) TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING C DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL 1 a0 Q '5 S L ° °' ` mama) STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE �v;o" 2 -' -0 Q o o INDIVIDUALTRUSS ENGINEERING DRAWINGS FOR _m ° " .� o 0 GRAVITYAND UPLIFT LOADS. O G .n 0 a, 1. g N = 2 C o � .�o0 FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 -1 m ®a Q AND/OR ENGINEER OF RECORD. n a - a) _ _ °5 ° .� O •> a7 a) -- of � 1 �,�� L C a � � �,- 'n-0. REPRESENTS THE LEFT SIDE cn ® "o �-�--� OF EACH TRUSS DRAWING a° •� Q w v am) c E E� a) N C C1) t6 Qa) im"o UW ( NOTE: REFER TO SIMPSON CONNECTOR o w 2 E CATALOG FOR INSTALLATION DETAILS) 2 �- C a) - r- O_ a a) as A LUS24 H HHUS46 Q - - - QQ X L M m r m E o Q�� E o c cn LUS26 J THA422 R - - - o HUS26 MUS26 m> 2-~?Cv �2( Cn D HUS28 L THJA26 T--- w (n0-,D E 2.Q� -o aCu E HHUS26-2 M --- U a� o� 0a)) F HHUS28-2 --- -a X(2C.)OQ 2_6LE LUS46 O �.0:; HBB HANGER BY BUILDER BBB BEAM BY BUILDER ®~w a) P0la! 2 o .0 —22Z.-0� a)o= C � � 0 S Z LSTA12 @ TC & BC *NOTE: LSTA STRAP .� . �' `° 0) v � o � INDICATED TO BE USED IN C] aUa.� E E"B c'a=i m 0 0 z-a o '2 C Z LSTA12 @ TC CONCORDANCE WITH L aD _C O V} -Q v ) 8 �, Zb LSTA12 @ BC m CORNERSET DETAIL. .� a) 0-0 a m Oco L m E cu LOADING ROOF FLOOR WIND LOAD (D -, 6- -a)2 . 0 � IC 0 a)a) C' LIVE LOAD 20 - ASCE 7-16 CU OO ca : .� �,. z o ~ DEAD LOAD 10 - 160 B �' c Cc v p LIVE LOAD 0 - Residential - CAT 11 o ' L C a) aa1) 0) a) to _ L a) L L DEAD LOAD 7 - ENCLOSED 12 L mU 8 a c..� C a) TOTAL LOAD 37 - FBC 2020 RES U a3 1 — vacn L L (o o o o -0 ovL�� 0 c z DURATION FACTOR 1.25 - TP1 2014 �_C L C tl1 {� C O co U �aO— to REV DATE BY REMARKS o0 2 s w "U w C .� 0 aa,.E .L� E•° o O * 1 3/16/21 MS �� U1D `�` 0 o° �2z - --1--/---- - � �T_`�,@ O U c �; in Lg a) ® ro CA -0 _ a) � V 0 as N -C a.) ---/--/-___ - W Q L.w p° 0) o (n O L �� _ a,)ai a) rn O O Q t, L �Y a Ca Q t6 p ,� "cn to a CL ,C E O O t� a) V) •� >' a) 'Q w a - - --/--/---- - v o ,a a) ,a.'M m e h o C a,,= o0a)6� _ - --/--/---- - 4 0r v �, It is understood that above ❑ APPROVED o _ Q conditions have been reviewed & L O .2 o, (40 n Or-= a, are acceptable for the fabrication ❑ APPROVED AS NOTED .3 o 21 at trusses, elevations, pitches, z° . fan E overhangs, fasciaS,ceiling ❑REVISE AND RESUBMIT T. o elevations/pitches, bearing y E conditions &all detail pertaining ® REJECTED ~ � � 00 � as � L - to this truss placement plan. No, � ® 2 o back charges will be accepted w O ® 0 without previous written approval DATE p pp o T _ •N from an A-1 Roof Trusses �� E.99.N 6 ��Q. Q representative. REVIEWED BY L 2:s -0-6C0 O'02oo PLAN DATE ARCH: --/--I---- STRUCT: 0 .a 0) 0) ° (OD , a�Q�L aDo �naa)crr `�° �' v y o v CUSTOMER RENAR HOMES .0 w > v- n L n UyU2N�O w N 4 O a4)a� Eas!�N=o CN JOB NAME BERMUDA 1674 B2 _t0o QoN `a7 U ,C a)U "q) 0�0 -0 � t- o ', o a) {6 00 a) tD E � L ti3 U to E s � a�L-. "06 •C � aS � N � L OPTION(S) GAR R ,6 8 S r- E", P >_ 2 C6 W a3 ntC6OOo�oco- COMMUNITY LOT: 65 C ME M u p ° .2 2 a) ` O MORNINGSIDE � .0) �o� /LOT# 28°,2M0 O �, Qy O ro £off .0 2t. "' '�Uca �CI--o- CITY 02 0 CL a o "L �6 - a9 O O) 0 U C i C -7 0 0 COUNTY ST. LUCIE � � � �° - .T :E O C y c BLDG. BLDG. 2 0 a TYPE - # - O N ) Off_�;m n-�� 8�� LD� c: o � "° JOB # 8 707 MASTER CRMSBM1674B2 v ®� a) o 0 U I-- CL c a) m E c r c DRAWN SCALE��;,r-E 12 DATE 8/5/20 � s �� c0z-' M NTS z 0-00 Q •2' Q a O s- O s �2cz� �,EUs�, T .. ....... .�• Q . C a) L , 'O y 0-20 1 :2 0 v, *. mommomW 0oaa�.�Q�m C N C ca O u o mmwmm.... _ U tE .® N O L O� .00 qJ 'Aj MUNNOW, � 'D -0 (D Co 0 0 Ph 772-409-1010 I Fax 772-409-1015 U) a) 8 a)-5 2 E� a) 'm http://www.a1truSs.Com a)>0v._mO, � o = ° v � = o W