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HomeMy WebLinkAboutPRODUCT APPROVAL SUBMMITAL AFFIDAVIT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA CONTRACTOR: LISA MOTTRAM FIELD LICENSE NUMBER: 1264695 PLAN REVIEW REVISIONS OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: A\ BUILDING DEPT. OPENING PRODUCT DESIGN COMMENTS 9-20-21 ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD APPROVAL PRESSURES HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 3068 EXTERIOR SWING DOOR FIBER-CLASSIC THERMA-TRU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL21135.11 +40.0 - 40.0 PSF W/ SDLT. SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. MASTER PLAN REVISION 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 3-29-21 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. ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) N ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) CYD WINDOW 185 SH MI WINDOWS AND DOORS 1/811 ANNEALED ANCHORS 2 FROM CORNERS, HEAD: 16 O.C. MAX., JAMBS: 16 O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) q w � G GLASS BLOCK 8"x8"x4" THICK SEVES GLASS BLOCK, INC. IMPACT GLASS PROVIDE LADDER REINFORCING & WALL TIES 2" FROM CORNERS, 16" O.C. MAX. AT HEAD NOA 20-1110.07 +/- 75.0 PSF (MIN) q �' 24 AND JAMBS, PROVIDE (2) 3/16" DIA. TAPCONS AT EACH WALL TIE WITH 1" MIN. EMBEDMENTil( '� O ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) C/I �, N 0 WINDOW 185 SH MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) MASONRY ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT), WOOD ANCHORS 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, FL15349.1 +/- 55.0 PSF (MIN) N 3 AT SILL. WOOD ANCHORS: 3" FROM CORNERS, 16" O.C. MAX. BASE SHEET MECHANICALLY FASTENED TO DECK WITH 4"SIDE LAP AND 6" END LAP,WITH UNDERLAYMENT SOPREMA ROOF SOPREMA INC. « >> APPROVED NAILS AND TIN CAPS 6"O.C. AT LAP EDGES AND 12"O.C. IN STAGGERED GRID C UNDERLAYMENTS PATTERN BETWEEN OVERLAPS, UNDERLAYMENT ADHERED TO BASE SHEET FL2569.1 �I O 11 OR 12 GA. WITH AT LEAST 3/8" DIA. HEADS TAMCO BUILDING GALV. ROOFING NAILS, , LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE ASPHALT SHINGLES HERITAGE 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 AMERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS « >> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 70.0 PSF (MIN) 28 GAUGE GALV. EASTERN METAL SUPPLY ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) a? HURRICANE SHUTTERS STEEL STORM « » SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART FL 22270.1 PER MANUF. C) PANELS SPAN CHARTS U L C\J co J co Q LU 7 Q � LL CV 00 CLIMATIC AND GEOGRAPHIC DTABLE R301IESIGN CRITERIA LL _ m O 00 CV Z W O T J � r GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN 5 z LL CV SNOW Speedd Topographic DESIGN f Weatheringa Frost Termite DESIGN UNDERLAYMENT HAZARDS9 FREEZING ANNUAL I have reviewed the above product approval COMPONENTS AND CLADDING WIND PRESSURES PER 0° LOAD (mph) effectsk (NA) CATEGORY depth TEMPI REQUIRED' INDEX TEMP information and approved it. PROJECT & CODE DATA Er Q U oc CV U 2020 FLORIDA BUILDING CODE � N/A See Fig.R301.2(4) N/A Negligible N/A Very 42 N/A See N/A N/A z O Q Heavy 1 Survey 1 1 Name: USING INTERIOR ZONE COEFFICIENTS LU LU D LJJ ForSl: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. Z Signature: *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (7TH EDITION) AREA OF OPENINGS DESIGN N O 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 r- _ from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652. (SQ. FT,) PRESSURE M 0- b. Reserved. �+ LU C. Termite infestation per Figure R301.2(6)is"very heavy." Certification Number: TYPE OF CONSTRUCTION: CBS X FRAME J 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 0 to 19.9 27.6 PSF / -30.0 PSF LU with Seheout3ooed design BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED p ~e. The outdone 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, Date: 2O TO 49.9 26.4 PSF / -2$.7 PSF 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 ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH 50 TO 99.9 24.8 PSF / -27.1 PSF 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. 1 OO TO 499.9 23.5 PSF / -25.8 PSF h. Reserved. NOMINAL DESIGN WIND SPEED: 124 MPH 500 AND ABOVE 20.6 PSF / -22.9 PSF PROJECT i. Reserved. j. Reserved. k. Reserved. DRAWING INDEX BUILDING CATEGORY: II USING END ZONE COEFFICIENTS NO. 17-015-016 NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES EXPOSURE: B WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS CVR INDEX / PROJECT INFORMATION AREA OF OPENINGS DESIGN DATE DRAWN 6-10-21 THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (SQ. FT.) PRESSURE DRAWN BY MCA A-1.0 FOUNDATION PLAN SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. IMPORTANCE FACTOR: 1 0 to 19.9 27.6 PSF / -37.0 PSF CAYMAN 1560 B1 A-2.0 FLOOR PLAN MEAN BUILDING HEIGHT: 15' 20 TO 49.9 26.4 PSF / -34.5 PSF NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE A-3.0 BUILDING ELEVATIONS 50 TO 99.9 24.8 PSF / -31.2 PSF LIVING 1560 SQFT REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE OVERHANG: 1.33 FT ROOF PITCH: 6 /12 A-4.0 ROOF / FRAMING PLAN 100 TO 499.9 23.5 PSF / -28.7 PSF FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPONENTS AND CLADDING WIND PRESSURES: 500 AND ABOVE 20.6 PSF / -22.9 PSF GARAGE 372 SQFT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 A-5.0 ELECTRICAL PLAN AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) LANAI 144 SQFT THAN 450. A-6.0 WALL SECTIONS / NOTES SHUTTERS: YES X NO ENTRY 86 SQFT A-6.1 WALL SECTIONS / NOTES ATTIC VENTILATION CALCULATION: IMPACT RESISTANT ASSEMBLY: YES NO X VENTILATION REQUIRED: A-6.2 WALL SECTIONS / NOTES TOTAL 2162 SQFT ATTIC AREA = 2,553.3 SQ. FT. ROOF LOAD: VENTILATION AREA REQUIRED = I,G18.0 SQ. FT./ 150 (F.B.G. Rb06.2) = 12.7b SQ. FT. A-7,0 INTERIOR ELEVATIONS PARAMETERS: TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF CUBIC VOLUME OF SQIUARE FOOTAGE OF SOFFIT =NEAR FEET OF 16" V41DE 165.5' X 1.339 +(4350FF0)IT + (4cf0' X .6 E --02g61.0 50. FT. A-8.0 HVAC PLAN M GHAEL G. ANDERSON CONDITIONED SPACE _ NET FREE AREA OF VENTILATION FOR AGM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.14 SQ. IN. /SQ. BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF 12 480 CUBIC FEET FT. (NON-CONCURRENT) Michae °igitally VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 2G6.0 SQ. FT. X 1134 SQ. IN. /SQ. FT. X I SQ. FT./ 144 SQ. IN. = 24.14 SQ. FT. signed by CONCLUSION: I Michael SHEET VENTILATION PROVIDED = 24.14 SQ. FT. >VENTILATION REQUIRED = 15.62 SQ. FT.,THEREFORE SOFFIT VENTILATION IS ADEQUATE Anderson MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD Anders Date: EL. LIG. AROOI-1305 2021 .09.21 1020 SW PRO\/INGETOWN LANE, PORT ST. LUGIE, FL 34a53 CVR (772)4I8-2I I8 on 08:40:55 PLANS DESIGNED TO MEET THE REQUIREMENTS OF -04'00' THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) PL. LIG. AROOI7305 PLAN REVIEW REVISIONS N 6x6 - 1Ox10 WWF CONC. 6x6 - 1Ox10 WWF w OR FIBER MESH SLAB OR FIBER MESH Q CONC. 8„ > SLAB � VARIES ## _0o GRADE _I 2-#5 BADS I » » BARS BA S 8"1,-4 8 MASTER PLAN REVISION 1 „ 2 0 4 A DETAIL B DETAIL C DETAIL 3-29-21 1 1 1 U) 6x6 - 1Ox10 WWF CONC. w OR FIBER MESH SLAB Q CONC. ,zc SLOPE > � 22'-O" 16'-0" • o GRADE 2=#5 -- GRADE 2- I 12"(MIN) BADS » >, , „ > 36"X36'X16" DEEP BA S BELOW ICI` 6 -8 3 -10 6 -8 3 -10 1 -0 CONC. FTG. W/ (3) #5 1'-0" 8"1'-4' 1'-4" EACH WAY C D _1E D DETAIL F DETAIL r� — — — — — — — — — — — — - — — — — — 0 00 01 I G L — I J -I CONC. 1-#5 CONC. 1-#5 icy A I 1 SLAB BAR BAR 1 I 0- I G It SLAB ' I H B I J oo 00 I A A I I 1 4„ 8„ 8„ w O m r, 0o Q ^� M 1 00 \ --ji I8 8 3 8 I > �j r, C G DETAIL H DETAIL ■ I �, I I 1 1 Cn ■ ■ ■ ■ CONC. w 00 5 1/2" (FRAME) SLAB � � RECESS SLAB 7 5/8" (BLOCK) w FOR S.G.D. I CONC. > CONC. 2-#5 1 SLAB SLAB BAR O � LAV II I 1 ■ 8' 1'-4" BARS 4„ H1 DETAIL 4„ 4„ 1 II � � I ■ co o II I J DETAIL - S.G.D. K DETAIL `� I I CONC. m LAV I I 1 1 SLAB U-, II I L0 0 r ■ I I , „ 3 1/2 10'-10 5/8" I I i001 rn1 1/ `� 0 — O I I S�AB 8' VARIES 8„ CIASHOWER CD 0 0 7 5/8' 0 II CONC. SLAB _ ATCWALL 4„ 8"1 U r- M � w� ® I REFERENCE I I I ---- --- _ ---- ---- GRADE �"'� W X SINK W/ I ■ N ----- o G1 DETAIL cn co Q ■ sHwR. FINISH FLOOR I DISP. \ RECESS 2_#5 I 1 I� p Q co 11'-7 5 8" I I I BAf�S Z C)Lu _j Cc o co 0 I / FLOOR °, ..� "Lu _j m 0 °° N j I OUTLET I I I L DETAIL M DETAIL1 -4 - RECESS SLAB q 0I � T 3 1/2 FOR II o 1 1 m w � (0 O 0 ■ I 1 SHOWER I I 1 Q UO a � U i I 4" 2500 PSI CONC. SLAB W/ w Jl12" V.T.R. w w D 00 I FIBER MESH, ON 6 MIL. POLY w PIPE SLEEVE (DIA. ��� I OC Cn I z I I VAPOR BARRIER OVER TERMITE ■ I 13 V.T.R. I LO O M LARGER THAN PIPING ° TREATED COMPACTED CLEAN _ 14'-8 1/8" THRU FTG.) I �I\ n 2 FILL COMPACTED TO A MINIMUM 3" MIN. I 1 \�� 1 co w DENSITY OF 95% AS FTG. PER I J DETERMINED BY ASTM D-1557 0 00 NOTE: ALL FOOTINGS DESIGNED FOR DEPTH I 1 �� W I W. I I 2,500 PSF SOIL BEARING CAPACITY DETAIL I 1 2 II2" V.T.R. ~ � H1 ! 3" MIN 3 MIN. — LAV \�� SINK JAI 00 INDICATES C.M.U. CELL FILLED 12» � I A W/ CONCRETE AND (1) #5 1 I FOOTING & LAVVER T REBAR CONE. FROM — — — — — —AC — REBAR FOOTING — — I ■ \ � \\ �' / PROJECT I 1 FOOTING TO TIE BEAM (TYPICAL) r TRANSITION I ■ TUB/SHWR I PIPE THRU 2„ WH I i 3" WASHER NO. 17-015-016 PF FTG. DETAIL I I WC B1 rH1 7'-11 7/ 1 TUB I I W.C. 0 3" Jl DATE DRAWN 6-10-21 LAV 1 1 CONC. SHWR. 3" V.T.R.I �� DRAWN BY MCA ■ ® — — — — I A/C PAD �r I 3" — I DIAGONAL r' / i i CAYMAN 1560 B1 ■ I I DISTANCE i 2"I I CLEANLIVING 1560 SQFT COND o 2'-10" 2'-6" I w I w DIMENSION FROM LAIOUT 1 I o 1 " GARAGE 372 SQFT 1,-10 5/8 I I _ I 0 0 INSIDE CORNER I 3 1 1 3„ J w 3" MAIN I \ OF FORMBOARDS I 'o' I I A 00I D � to � D LANAI 144 SQFT „ TO SEWER 1 I 1 0 1 ' AC = 6 9 - 1 2" 1 OR SEPTIC TANK ■ I I I I N I SHR. AD = 59 ' - 10" SCHEMATIC PLUMBING RISER ENTRY 86SQFT ■ ■ I I I BE — 68' — 6 " TOTAL 2162 SQFT 5'-9" 5'-2" I 00 I I — 9) ao HB _ ` ) I I BF 61 - 3 A 0 CUBIC VOLUME OF o 1 I I HB - DIMENSIONS ARE MICHAEL C. ANDERSON CONDITIONED SPACE _ 0 i2 i� I F SLOPE DOWN 1 __00 I AT GAR. DOOR m\ o ROUNDED TO THE 12,480 CUBIC FEET — — D� t° CLOSEST INCH Digitally - - - - - - - - - — Michsigned ■ ■ ■ ae g y B � ■ ■ G ■ ■ ■ ■ Michael SHEET 4'-4" 1 q FOUNDATION PLAN AnderS Anderson 1'-4" 1 -4 MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: 20" 16'-0" 20" 1/4" = 1'-0" FL. LIC. AR0017305 " On �1020 SW PROVINCETOW7LAE,, �ORT ST. LUCIE, FL 34953 1m0 12'-4" 6'-4 19'-4" ( 7 )N - B 08410804'0 ' 38'-0" PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION 3-29-21 22 -0 16 -0 DOOR SCHEDULE 10 -6 1 -4 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 1 3068 W/ 64"X7"X2 .19 .05 EXT. DOOR g +6 -8 g +6 -8 C.B. COLS.- I SIDE LIGHTS 6.2 S.F. 1 MUNTINS IN SDLTS. ^, ~ w Q ' q HDR. HT. HDR. HT. TOP + 6'-8" A.F.F. � 96X80" .58 .25 1 EXT. DOOR q \ ■ ■ ■ ■ ■ ■ ■ ■ 2 8068 S.G.D. 53.3 S.F. [� O R/S EGRESS P.C. HDR. ABV.- ■ r^ `I - - - - BOT. + 6'-8" A.F.F. GARAGE DOOR W/ "� 00 0 I 6 _8'-0" CLG. - - - - _ 3 2868 SOLID CORE r -1 0 r 8'-8" CLG. -1 I 1 SELF CLOSING r, DEVICE o 15 -8 3/4 15 -o COVERED PATIO j HB 8' CLG. ,> 8' CLG. �j 4 2868 6 INT. DOOR ;r, I I _ 12 0 R/S I I TYP. 8'-0" 4'-0 o R/S " 5 2068 POCKET 1 INT. DOOR I 1 6 2068 1 INT. DOOR 0 MASTER BEDROOM ■ ■ ■ ■ 8' CLG. I COFFER I - 7 1668 1 INT. DOOR " I L - - - - - - - - - J 15-9 1/4" o [� - ® 8 4068 BIPASS 2 INT. DOOR [� I N R/S - "' DINING ROOM ■ O 10 M.C• I N VAULTED CLG. 9 2068 BIFOLD 1 INT. DOOR N I L 7 8' CLG. I \ I BO iv ■ 0 0 N 0 10 2868 POCKET 2 INT. DOOR I >, - +6 -8» 0 HDR. H T. 00 15 2 1/4 10'-3" ■ HDR. HT. 11 16070 OVHD. DOOR 1 GARAGE DOOR OLO O I FLAT 5 -0' LO BARTOP Ln 1-1 T 00 GREAT ZOOM --------- WINDOW SCHEDULE o I CATHEDRAL CLG. n r m II N " I BARTOP � � 0 SIZE FRAME AREA U FACTOR SHGC Q REMARKS 0 L m II M II � SINK W W JU) coX / ■ „ 0 co I I ct DISP. A 35 SH 52.125 X62 .55 .22 lai co ■ I I o 0 22.4 S.F. 1 MUNTINS w � 0 0 N 0 r7 I j_ I _ N Og cn I 36"X62" � J ago 0 N '� I KITCHEN B 25 SH .49 .24 4 J m Or T +6'-8" � N I o VAULTED CLG. 15.5 S.F. w I I I 4' '-4"H. 48"X40" m W � O HDR. HT. C W X 3 DEFAULT DEFAULT ■ \ I GLASS BLOCK 13.3 S.F. 1 Z UO Q r U BEDROOM #3 , I „ i 25.5"X37.375" `r w I- w M 15 -8 1/4 10 -0 1/2 D 1/2 33 SH .54 .25 1 OBSC. TEMPERED OC cn � z C\jVAULTED CLG. 6.6 S.F. `n O 5 » „ " co 0- ■ I N 4'-4" 10 5'-11" E EYEBROW (28" LEGS) 14.40 S F5 X60.0 RX27 LEG .56 .25 1 15 LITE W / 7 -4 1 2„ 8' CLG. 00 W I 5 SH. k SHELF I ~ 00 ABV. � -9„ _ 8' CLG. _ 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY ® I N AC D. - WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY N R/S M.T. ■ \-DRYER EGRESS REQUIREMENTS. PROJECT V.T.W. O ■ 18 CL" . 4 3'-7 1 2" � 7'-1 3 4" 18'-3 1 2" 3 WH NOTES: NO. 17-015-016 +6 -8 7'-8 0 / / / II HDR. 1. WOOD STUD SPACING: (UNLESS DATE DRAWN 6-10-21 31" IN. r VAULTED CLG. N HT. „ z zU OTHERWISE NOTED ON PLANS) DRAWN BY MCA 2 -8 � oQI I � -INTERIOR FRAME BRG-EXTERIOR FRAME LWALLS S AT 6 O.C. "' am n "' AT 16" O.C. CAYMAN 1560 B1 N M.T. _ _ _ -INTERIOR FRAME NON-BRG. WALLS o R/S c=n 0 ■ ■ 22"x54" ■ AC AT 24" O.C. LIVING 1560 SQFT x COND -KITCHEN CABINET WALLS AT 16 O.C. N 00 ATTIC ACCESS ® ® OE HDR. HT. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE GARAGE 372 SQFT 10'-4" UNLESS OTHERWISE NOTED ABV. o G8 RAGE 3. 7 / CONC.04 CLG. 5 8"BW ODE UNLESS S OTHERWISE NOTED LANAI 144 SQFT o I 4. TOOL CONC. BLOCK JOINTS INSIDE ENTRY 86 SQFT 6'■ -0 1'-8' 3'- 3/4' +CLGG.. H HT. GARAGE WALLS (BRUSH & CLEAN) � " T. ■ ■ 5. DOOR & WINDOW ROUGH OPENINGS TOTAL 2162 SQFT SHALL BE PROVIDED BY BUILDER HB BEDROOM #2 8"W. ARCH ABV. 6. TOP OF TYP. BEARING WALL +8'-0" CUBIC VOLUME OF 8 CLG. SEE ELEV. HB UNLESS OTHERWISE NOTED MICHAEL C. ANDERSON CONDITIONED SPACE - 01 - 0 7. HEIGHTS ARE MEASURED ABOVE 12,480 CUBIC FEET in +6 -8 - - HDR. HT. A EGRESS = 11Ln TOP OF FOYER SLAB ichae ■ ■ ■ ■ Q 8. SEE STRUCTURAL NOTES FOR Digitally signed 00 ■ FLAT ARCH ■ °° m o ■ ■ ■ ■ ADDITIONAL INFORMATION by Michael SHEET 4'-4" SOFFIT ABV. 0w FLOOR PLAN MICHAEL C. ANDERSON ARCHITECT OF RECORD Daderson 1'-4" 1'-4" N < 20" 16'-0" 20" 1 4" - 1'-0" FL. LIC. AR0017305 n d e rs 2021.09.21 / - 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:41:25 -04'00' 2mO 12'-4" 6'-4" 19'-4" (772)418-2118 n 38'-O" PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 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 4" FROM CORNERS, 18.94" O.C. MAX. DRYWALL BOARD CEMENTITIOUS FINISH DOOR TRIM PERIMETER CAULKING PLAN REVIEW REVISIONS ATTACH DOOR FRAME TO 2X P.T. BUCK WITH: DOOR TRIM HEAD: #10 X 2-1/2" PFH WOOD SCREWS SPACED 4" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: #10 X 2-1/2" PFH WOOD SCREWS SPACED 4" FROM CORNERS, 18.94" O.C. MAX. 12 HEAD/JAMB DETAIL_ (2X BUCK) 16 EXT DOOR MASTER PLAN REVISION 3-29-21 3/4"x 4-1/2"P.T. BUCK SET IN DOOR THRESHOLD SET IN BEAD OF CAULK AND CONC. OR MASONRY SEALANT AND SECURED W/ FASTENED TO SILL WITH 1/4" DIA. X 2-1/4" TAPCONS CASE HARD NAILS 0 12" O.C. (MAX) SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION O TOP OF BLK. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +8'-0" A.F.F. PERIMETER CAULKING FLOOR COVERING---I II ^^ DRYWDOOR RIM ALL BOARD Q pQ CEMENTITIOUS FINISH ° o p 'o 0 0 0 0 v J PERIMETER CAULKING 00 ° O O 'o QO'o ATTACH DOOR FRAME TO BLOCK WITH: DOOR TRIM CEMENTITIOUS COATING 0 W W o) HEAD: 1/4" X 3 3/4" TAPCONS SPACED 4" FROM CORNERS, 3" & 6" FROM MULLION. PERIMETER CAULKING ON BLOCK JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 4" CONCRETE SLAB FROM CORNERS, 18.94" O.C. MAX. (^Y� TOP OF SLAB HEAD/JAMB DETAIL_ (1X BUCK) SILL DETAIL - - - +0'-0"A.F.F EXT DOOR EXT DOOR (REF. ELEV.) 12 RIGHT SIDE ELEVATION 6 1/4" = 1'-0" r� o CEMENTITIOUS COATING STUCCO FINISH PERIMETER CAULKING ww ON LATH N CONC. OR MASONRY u� UCK IN TOP OF BLK. SEALANT ANDNTAILE I � SEALANT AND NAILED 11'-7 5/ +8'-0" A.F.F. W/1-1/2" CASE HARDENED 8" w COIL NAILS AT 24" 0/C. op J °Q° oO O o MAX. DOOR FRAME 1'-2 7/8" o FASTEN TO SILL W/ I n CEMENTITIOUS COATING DRYWALL BOARD 16 x 1" SCREWS 0')CAULKING ON BLOCK ® 2'-0" 0/C N B) 8' � ^� I 00 _ FLOOR COVERING - Q O3 1 �p 1 D00TEN�ME HRU BUCK W/ °" •O. '.0 o? . ° A O = 0 W/ 3-1/4" x 1/4" (MIN) '0 poo o. .d O TAPCONS AT 24" 0/C. MAX IN PREDRILLED HOLES GROUT BED TOP OF SLAB BY MANUFACTURER CONCRETE SLAB 1'-2 7/8" +0'-0" A.F.F. 9'-4„ (REF. ELEV.) JAMB/HEAD DETAIL SILL DETAIL (SGD) (SGD) O �, REAR ELEVATION OVERHANG SEPARATIONSLO 1/4" = 1'-0" r N 1/4" = 1'-0" o (�D/� T �y� Lu (D N U F- rn w J � � X 00 1x3 OR 1x4 P.T. BUCK SET IN x < Q WINDOW PRESSURE CHART 160 MPH ALUMINUM FRAME w SEALANT AND NAILED o - Q N W/1-1/2" CASE HARDENED FASTEN THRU BUCK W/ z Lu > o r COIL NAILS AT 12" 0/C. 3/16 0 1/4" TAPCON J Ir CD (.0 TAG PRESSURES ZONE SgFt MAX. SCREWS 024" 0 00 r /C J N CONC. OR MASONRY MAX. IN PREDRILLED ALUMINUM FRAME � Z J 10 +27.6 / -30.0 4 0-19.9 HOLES BY MANUFACTURER SICRE FRAME SILICONE TO SILL co < m C) PERIMETER CAULKING NTH12Ir Lu o. o Qo' k- CEMENTITIOUS FINISH CAULKING 6 Q O Q � C)O2 +26.4 / -28.7 4 20-49.9 k-CONC. OR MASONRY z w Lu Il- O DRYWALL BOARD Ix3 OR 1x4 P.T. BUCK SET IN 3 +24.8 / -27.1 4 50-99.9 CAULKING SEALANT AND NAILED o po OoQo o p Qo ° Lu FRAME W/1-1/2" CASE HARDENED FASTEN THRU BUCK W/ COIL NAILS AT 12" 0/C. O4 +23.5 / -25.8 4 100-499.9 3/16"x3 1/4" TAPCON MAX. j 0- PRECAST OR POURED OA OA OA SCREWS 024" 0/C SILL � MAX. IN PREDRILLED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF BLK. LuO5 +27.6 / -37.0 5 0-19.9 HOLES BY MANUFACTURER PERIMETER CAULKING +8'-0" A.F.F. W PERIMETER CAULKING DRYWALL BOARD O6 +26.4 / -34.5 5 20-49.9 CEMENTITIOUS FINISH CAULKING - O7 +24.8 / -31.2 5 50-99.9 HEAD DETAIL JAMB DETAIL SILL DETAIL WINDOW WINDOW WINDOW CEMENTITIOUS COATINGco _ O8 +23.5 / -28.7 5 100-499.9 ON BLOCK PROJECT O9 +23.5 / -25.7 INT. 112 O O = NO. 17-015-016 TOP OF SLAB DATE DRAWN 6-10-21 +0'-0" A.F.F. RIDGE HEIGHT REF. ELEV. DRAWN BY MCA 6" SQ. RAISED +17'-10" A.F.F. LEFT SIDE ELEVATION CAYMAN 1560 B1 BLOCKS (PROJ. 3/4") 12 W/2" SPACE BTWN. I16 CEMENTITIOUS COATING " ' " TOP OF ARCH ON LATH LIVING 1560 SQFT +10'-10" A.F.F. 1. WALL FENESTRATION PER FBCR 2017 703.4 OOO GARAGE 372 SQFT 6'-2" ATTACHMENT PER MFRS. 2. PROVIDE FLASHING BETWEEN SLOPED ROOF AND VERTICAL WALL INTERSECTIONS, FLASHING SHOULD BE CONTINUOUS OR STEP FLASHING IN CONTINUOUS BED OF ENTRY TRUSS BRG. = RAID. >, RECOMMENDATIONS LANAI 144 SQFT - - - - -F-YEf� - - -CO - - - - 16 OVERHANG PRE-ENGINEERED ROOFING CEMENT. +11'-4" A.F.F. WDW. HDR. HT. B TYPICAL UNLESS ROOF TRUSS 6"W. RAISED TRIM 0 (PROJ. 3/4") +10'-4" A.F.F. OTHERWISE NOTED �, 1X2 NAILED TO TRUSS TAILS 3. PROVIDE SEALANT PAINTED ON WINDOW / DOOR BLOCK WALL OPENINGS WITH 1X ENTRY 86 SQFT W/ (2)-8d NAILS BUCKS ATTACHED WITH MASONRY NAILS, APPLY SEALANT OVER INSTALLED TOP_OF BLOCK - 1 TOP OF BLK. u ro, BUCKS - SEALANT TO BE SHERWIN WILLIAMS CONFLEX OR EQUIVALENT. - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - ,I FRAMED WINDOW OPENINGS SHALL HAVE TAPED WINDOW FLASHING - WINDOW TOTAL 2162 SQFT +8'-0" A.F.F. +8'-O" A.F.F. CONCRETE "U" BLOCK WRAP BY WFM MANUFACTURING (SEE DTAIL ON SHEET A6.2). co TIE-BEAM TOP COURSE �_ ALIGN TOP OF WALL PROJECTION AT CO 00 ® ® TRIM W/ GARAGE - MICHAEL C. ANDERSON CONDITIONED SPACE _ HALL BATH BEYOND � - DOOR HEADER HORIZ. 2X2 NAILED TO c0 0 m VERT. 1X2'S W/ 12d X Micha Digitally 12,480 CUBIC FEET 2 2 3-1/4" NAIL ATTACHMENT PER MFRS. Signed by CEMENTITIOUS COATING ON BLOCK 9 Michael ALIGN TOP OF BAND W/ SEE PL N RECOMMENDATIONS BR. 3 WINDOW SILL HT. I SHEET STAPLES ® 8" O.C. PER MFRS. Anderson RECOMMENDATIONS TOP_OF SLAB MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: n d e rs 202 1 .09.2 1 FL. LIC. AR0017305 (REF. ELEV.) CONTINUOUS VENTED SOFFIT 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 4 W. RAISED BAND (PROJ. RETURN BAND 24 SOFFIT DETAIL 08:41 :36 3mO 1-1/2") ALIGN TOP W/ ALONG SIDE WALL(S) (772)418-2118 n WINDOW SILL N.T.S. PLANS DESIGNED TO MEET THE REQUIREMENTS OF -O4'OO' FRONT ELEVATION THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 1/4" = 1'-0" PRECAST HEADER SCHEDULE PLAN REVIEW REVISIONS ANCHOR SCHEDULE B-x (SIMPSON STRONG-TIE PRODUCTS MODEL NUMBER) LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN g-1 208" 8F16-1B/1T 950 PLF 404 PLF SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) B-2 70" 8F8-1 B/1 T 1459 PLF 1272 PLF MASTER PLAN REVISION SIMPSON MTS12 < 1000 > 14-1 Od x 1 1/2 g-3 42" 8F8-1 B/1 T 3166 PLF 2165 PLF 3-29-21 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) B-4 90" 8F8-1 B/1 T 1029 PLF 959 PLF B-5 54" 8F16-1 B/1 T 6039 PLF 2507 PLF B-6 70" 8F16-1 B/1 T 1459 PLF 1272 PLF Q B-7 112" 8F16-1 B/1 T 1818 PLF 980 PLF B-8 64" 8F16-1 B/1 T 5365 PLF 2290 PLF 0 ww C/) o B-5 B-5 B-10 B-9 112" 8F16-1B/1T 1843 PLF 1133 PLF Qy B-10 208 8F16-113/2T 950 PLF 500 PLF q C/) � o F- 8' FL CLG. I (2) HETA20 LG• (2) HETA20 • , *;.' Sjj 8F8-1B 8F16-1B #5 REBAR AT TOP n (2) HETA20 TYPE DESIGNATI❑N MIN. (1) REQ'D 7 1-1/2' CLEAR \ [1 1'-4" F = FILLED WITH GROUT / U = UNFILLED OH I I = e ° , 8 T — — — — — — — — — �BOTTOM OF LINTEL CAVITY QUANTITY ❑F #5 REBAR AT CLG L J ¢ J b < C.M.U. Cfl ao a r 8E16 - 1B / 1T �, GROUT o NOMINAL WIDTH } :o #5 REBAR AT BOTTOM 0 `QUANTITY OF #5 OF LINTEL CAVITY N N❑MINAL HEIGHT REBAR AT TOP 7-5/8'ACTUAL 8' NOMINAL WIDTH B-8 8' FLAT CLG. uO LO TT O/ r CV CD1'-4>, W N OH ULrn � W J -q X VAULTED ° 0 Q LL. co CLG. FRAMING NOTES. w 0 N B-5 � " � mp Cc 0N 0 I I 1. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST m Q � U ROOF: 37 PSF (20 L.L./17 D.L.) W F- (0 0 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. Z O Q N U WITH 2 EA. 16d TOE NAILED EACH SIDE W W D VAULTED (DIAPHRAM AREA) It LO U) z CLG. 3• AT BLOCK/STRUCTURAL FRAME WALL � 0 CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK co 0- CATHEDRAL ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. @ 24" LIU J CLG. O.C. VERT ® (2)2x4 P.T. VERT. W H 8' FLAT 4. SEE FRAMING PLAN FOR PRECAST LINTELS CLG. TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS PROJECT BRACING REQUIRED WILL BE DETERMINED BY TRUSS RUS SS ENGINEER ON SIGNED AND SEALED NO. 17-015-016 B-3 I I 8AT VCLG CLG DATE DRAWN 6-10-21 TED BAT C G 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR DRAWN BY MCA (REF. ELEV. 0'-0") (2)2x H CAYMAN 1560 B1 1'-4" 7. ALL TRUSS TO TRUSS CONNECTORS TO BE OH >< 22"x54" 1 OH " SUPPLIED BY TRUSS MANUFACTURER. LIVING 1560 SQFT ATTIC ACCESS 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. GARAGE 372 SQFT 8' FLAT CLG. 2X4 @16"O.C. KNEEWALL TOP � 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE 11'-4" A.F.F. LANAI 144 SQFT (2) HETA20 ENTRY 86 SQFT (2) HETA20 TRUSS GIRDER I TOTAL 2162 SQFT II 1 6 ' 16' 16" CUBIC VOLUME OF H. — 0 H MICHAEL C. ANDERSON CONDITIONED SPACE _ Digitally 12,480 CUBIC FEET Michae o signed by Michael — � — — — — — I Anderson SHEET = 6 FRAMING PLAN Date: MICHAEL C. ANDERSON, Anders ^I � � ARCHITECT OF RECORD g_2 P.C. HDR. g-1 FL. LIC. AR0017305 2021 .09.21A 4mO BOT. +6'-8" 2x4 "X" BRACING TYP. 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:4� :49 AFF 2x4 BOTTOM CHORD (772)418-2118 on -04'00' BLOCKING TYP.-SEE PLANS DESIGNED TO MEET THE REQUIREMENTS OF NOTE IN THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS LEGEND -0- SURFACE MTD. CEILING FIXTURE PENDANT FIXTURE -� MASTER PLAN REVISION \�_r RECESSED LIGHT 3 #1 C U TH H N OR I> WALL MTD. BRACKET @ 72' A.F.F. 3-29-21 AL. EQUIVALENT FLUORESCENT FIXTURE 2" CONDUIT WALL MTD. VANITY LIGHT ELECTRICAL LOAD CALCULATION 150 ® EXHAUST FAN 30 CKT0 1560 S.F. AT 3 VA 4.7 kVA PANEL EXHAUST FAN W/ LIGHT ^) r L2 SMALL AUNDRY CIRCUIT NCE CIRCUITS 1500 VA EACH .0 k VA kVA METER V EXTERIOR FLOODLIGHTS O � RANGE 12.0 kVA 150 1 WATER HEATER 3.0 kVA M . B CEILING PADDLE FAN Q) I�fy DISHWASHER 1.5 kVA (PREWIRE OR W/ LIGHT AS NOTED) q q DISP❑SAL 1.5 kVA Q �I , - - - - - - - - - - - - - DRYER 5,0 kVA I � q WALL MTD. SMOKE DETECTOR SUBTOTAL 32.2 kVA ­7� I FIRST 10 kVA AT 100% 10.00 kVA " O CEILING MTD, SMOKE DETECTOR — — — — — — — — — — REMAINDER AT 40% 8.9 kVA 2 RIGID O.H. SERVICE F.P.L. Q• CEILING MTD, CARBON MONOXIDE DETECTOR TOTAL OF OTHER LOAD 18.9 kVA I 10 kVA OF AC AT 40% 4.00 kVA CHIMES Q; „ PREWIRE I TOTAL 22.9 kVA -0 CHIMES PUSH BUTTON NO. 4 CU. WIRE \ I I 22,900 VA DIVIDED BY 240 V 9 A WP POOL SUB PANEL 30.0 A TO LIFER GRND. / TELEPHONE JACK � n TV GFI TOTAL 125,4 A CABLE TELEVISION JACK \ ~ I �\ I S.D. USE 150 AMP SERVICE 110 V, DUPLEX RECEPTACLE L SCHEMATIC ELECTRICAL RISER 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE n TV ( BACK TO BACK SERVICE) =fft= 110 V. GFI DUPLEX RECEPTACLE O O O 3@E 220 V, RECEPTACLE N C.M1D. S.D. DEDICATED 220 V, OUTLET \ ❑ 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. I \ I RHEOSTAT SWITCH @ 42' A.F.F. LO LO T 0 I TP TOUCH PAD FOR SECURITY SYSTEM r CV \ \ --------- _D n o� GFI 11 GFI 1 i 11 GFI O CENTRAL VACUUM OUTLET LOCATION W � cV r U rn EXH. 1 LI I FAN PREWIRE I I SINK Wy / GFI � ELECTRICAL DISCONNECT � � � M X ct " cli Q I I I I DISP. aCAT6 CAT6 OUTLET p Q N II I I OUTLET FOR Z J 0 CATS I I Q � MICROWAVE J CO r II p cozLLN TV I � I �Iu _ — � U � co 0 NU PREWIRE I r Q z0 ? � Er LO Cn W \ / • "' Cn o S.D. co \ � I w S.D.O / / H • I FIW7 DISC 3 D. - - - - - - TV AC 0 0 PROJECT GFI WH GFI NO. 17-015-016 EXH. DATE DRAWN 6-10-21 FAN I \ / DISC. DRAWN BY MCA FI S.D. \ CAYMAN 1560 B1 0 \ Dsc. NOTE: PROVIDE TILE C.M.D. \ i 22"x54" Ac THROUGHOUT HOME LIVING 1560 SQFT 1 >< ATTIC ACCESS COND PER CONTRACT I W/ PULL CHAIN LIGHT ABV. GARAGE 372 SQFT GFI GFI GARAGE DOOR ELEC. OPENER PREWIRE PANEL LANAI 144 SQFT / - - - - - - � METER ENTRY 86 SQFT i S.D. • I I TOTAL 2162 SQFT PREWIRE ' CUBIC VOLUME OF I I MICHAEL C. ANDERSON CONDITIONED SPACE _ I I I Digitally 12,480 CUBIC FEET Micha signed by el SHEET Michael Anderson ELECTRICAL PLAN MICHAEL C. ANDERSON, ARCHITECT OF RECORD Ander Date: COACH LTS. _ _ / COACH LTS. FL. LIC. AR0017305 2021 .09.21 PREWIRE - - PREWIRE 1/4" = 1'-0" 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 5mO (772)418-2118 Son 08:42:01 PLANS DESIGNED TO MEET THE REQUIREMENTS OF -04'00' THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 NOTE: ROOF UNDERLAYMENT SHALL COMPLY WITH SECTION PLAN REVIEW REVISIONS R905 OF THE 2020 FLORIDA BUILDING CODE (7TH EDITION) 12 ARCHITECTURAL FIBERGLASS SHINGLES OVER ___ ____ _---_ STRUCTURAL NOTES: WOOD STRUCTURAL NOTES: PER 30# FELT ON 19/32" CDX PLYWOOD SHEATHING Fr - - -- RA ELEV. AND PRE-ENGINEERED WOOD ROOF II LINTEL 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL FOOD STO BE DAMAGEDCIWOODRNOO T TONBEGUS DE USED. AS SHOWN 3 SEC. BURST PER FBCR 2020 (7TH EDITION). TRUSSES AT 24 O.C. (SEE ROOF NAILING I 2. GROUP II WOOD IS SOUTHERN YELLOW PINE #2. PATTERN DETAIL) II 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. MASTER PLAN REVISION 2x4 STUDS ® SPACING THE 2020 FLORIDA BUILDING CODE. PINE GROUP III WOOD IS DOUGLAS FIR-LARCH, SOUTHERN YELLOW HURR. STRAP @ EACH TRUSS II PER PLANS �� REFER TO CONNECTOR SCHED. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM-FIR, OR SPRUCE-PINE-FIR. 3-29-21 I 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. TYP. O.H. I VERTICAL FILLED CELL ' 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER R-30 INSULATION PER ROOF PLAN W/ 1-#5 BAR COMPACTED CLEAN FILL. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE j (2) 16d 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4'> OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE @ 12" O.C. �� COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE NAILED AT 6" O.C. MAX. YY Y Y Y Y Y V V y 11 1TOP OF BLOCK I CONC. BLOCK WALL SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" T REFER TO EXT. ELEV. I BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. • (2)2x4 P.T. W/1/2" DIA. (2) 10d RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED. 1/2" CLG. GYP. BD. COUNTERSUNK BOLTS @ 6" O.C. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 I © 24" O.C. VERT TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) 8"x8" U-BLOCK TIE-BM. FILLED I 2 1/4" MIN EMBEDMENT 3 1/4 CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 0 ALUM. FASCIA AND 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN W/ CONC. & (1) #5 REBAR CONT. II WITH 2" SQUARE X 1/8" ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, DRIP EDGE UNLESS I THICK HURRICANE WASHER FINISHING AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER SPECIES GROUP II C PRE-ENG'RED PRECAST LINTEL OTHERWISE NOTED Ii DETAIL AT FIBER MESH CONCRETE. 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. SEE SHEET A 4.0 FOR DETAILS ON EXT. ELEV. CONT. ALUM. II 9O° CORNER 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL �l VENTED SOFFIT II TOP OF SLAB 6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AS PER DRAWINGS. ^4 • I AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH ^ \ NOTE: 1x4 P.T. WDW. HDR. HT. L------ AS DEFINED IN ACI 53-99. f'm = 1500 psi ~ SCREWS FOR DRYWALL ON WALLS: P OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. MAX. EDGE SPACING: 7" PLOYCEL SEALANT PER PLANS EXTERIOR FRAME WALL TO 11. NAIL PATTERNS: n MAX. FIELD SPACING: 16'> 8. REBAR TO BE SIZE #5 GRADE 40 CONT. ^� RAISED R ELEV. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.C. OUTSIDE THE ^� SCREWS FOR DRYWALL ON CEILING: P.T. WOOD BUCK TRIM PER ELEV. CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE #4). MAX. EDGE SPACING: 7 PER PLANS CONC. BLOCK WALL CONNECTION -DOUBLE STUD NAIL PATTERN AT 12 O.C. MAX. FIELD SPACING: 12" ALUMINUM WINDOW (REFER TO 9. OMIT -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT FLOOR PLAN FOR SCHEDULE) EA. EDGE, 12" O.C. INTERNALLY. 10. CONNECTORSUPLIFT PROVIDE � ROOF -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AD FOUNDATION PER ^� MARBLE SILL ENCLOSED DETAILS. -STUD TO TOP OR BOTTOM PLATE- (2)16d END RAISED CEMENTITIOUS NAILED OR (2)16d TOE NAILED EA. SIDE TRIM PER ELEV. 11. EPDXY ANCHOR ALTERNATE: -ALL INTERIOR HEADERS TO BE (2) 2x 1/2" DRYWALL ON 1x2 P.T. PER PLANS THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. FURRING ® 16" O.C. THE FOLLOWING CRITERIA MUST BE MET: CIO R-4.2 FOIL INSULATION W/ ANCHOR SIZE CONC. HOLE SIZE 12. ROOF SHEATHING TO BE MIN. 15/32" CDX 4 MIL VAPOR BARRIER CEMENTITIOUS COATING OVER 1/2" 3/4" MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 4" 2500 PSI CONC. SLAB W/ WD. BASE 8x8x16 CONC. BLOCK 5/8„ 1/8" ��� DIAGRAM. FIBER MESH ON 6 MIL. POLY / 8„ 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN VAPOR BARRIER OVER TERMITE 1-#5 VERT. BAR TIED INTO AFTER HOLEIS DRILLED ALL CONCRETE DUST MUST BE REMOVED AND/OR MANUALY. N TREATED CLEAN FILL COMPACTED #5 BAR DOWEL W/ STD HOOK TO A MINIMUM DENSITY OF 95% AS AND RUNNING INTO LINTEL PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. DETERMINED BY ASTM D-1557 IU (LOCATIONS PER FDTN. PLAN) STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER �0'-0" APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. Y TOP OF SLAB MIXED PER MFG. DIRECTIONS. I 12. MISSING DOWEL PLACEMENT: 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" I FINAL GRADE SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5"NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. _LO STUCCO STOP AS REQ'D. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED O? PER LOCAL BLDG. DEPT. PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR r N STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2" MIN. SOFFIT BOARD UNLESS NOTED • I - CONC. FTG. PER ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER W ro n APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE U I- rn n FOUNDATION PLAN MIXED PER MFG. DIRECTIONS. ALL PLANS, DETAILS, AND NOTES ON THESE a J - M Q 00 DRAWING ARE PROPRIETARY AND CANNOT BE _ Q N TYP. EXT. BLOCK WALL USED, TRANSFERED, OR OTHERWISE REPRODUCED W CD � � T WITHOUT THE APPROVAL OF RENAR HOMESrmm4 0 _j Cc o c0 J m p 0 N T E) ZILLcVU 00 w � � U Z O Q U Er L Lu Z z m 3/4" DIA. X 6" DEEP HOLE FOR r j � :w #5 BAR SET IN EPDXY ADHESIVE W � O ROOF EDGE 20 I W TOP OF BLOCK WALL - - - - - - - - - - - - - - - � GROUT SOLID AT III TOP OF CELL O O I O ROOF EDGE SAWCUT APPROX. 4"W. X 24"H. ( - - - - - - - - - - - - - - OPENING IN WALL II 25" MIN. LAP OF REBARS I I 4' 20 I RIDGE PROJECT I II O I O lO I ' I I 2 2 O I NO. 17-015-016 3,000 PSI CONCRETE FILLED CELL I - _ _ _ _ _ - I DATE DRAWN 6-10-21 REINFORCED/FILLED i W/ #5 BAR I \Q O �1 L 1 O I O DRAWN BY MCA I CAYMAN 1560 B1 CONC. BLOCK CELL I I � - - � ���. 1 3 ALCOA TRADITIONAL "F" CHANNEL W/ 1/2" DIA L-BOLT I SAWCUT 1"W. OPENING IN WALL o O 5/8" CASEHARD "STUB" OR "T" NAILS (8" LONG) W/ 2" I FROM TOP TO BOTTOM FOR FULL O O LIVING 1560 SQFT Q 10" O.C. IN CONC. BLOCK. OR WITH WASHER AT HEIGHT REBAR PLACEMENT INTO PRE-ENGINEERED 8d NAILS @ 10" O.C. IN WOOD 32" O.C. MAX. 2x6 P.T. I CELL - FILL SOLID W. CONCRETE 1 ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. ROOF TRUSS , JAMB DETAIL SAWCUT APPROX. 4"W. X 24"H. II O GARAGE 372 SQFT OPENING IN WALL ZONE 2-USE 8d RING SHANK NAILS ZONE 3-USE 8d RING SHANK NAILS L 2X2 NAILED TO EVERY OO ® 4" O.C. OTHER TRUSS TAIL W/ 2x4 P.T. W/ CONC. 2x6 P.T. FROM BOT. OF II © 6" O.C. LANAI 144 SQFT (2)-10d NAILS NAILS AT 12" O.C. HDR. TO CLG. LINE M_ L°, 25" MIN. LAP OF REBARS I' NAILING PATTERN F O R ROOF CONCRETE "U" BLOCK I' TOP OF SLAB ENTRY 86 SQFT TIE-BEAM TOP COURSE III ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. EQUAL EQUAL �3/4" DIA. X 6" DEEP HOLE FOR TOTAL 2162 SQFT HORIZ. 2X2 NAILED TO 2x6 z 00 VERT. 2X2'S W/ (2)-10d P.T. 1/2" DIA L-BOLT 2x6 w #5 BAR SET IN EPDXY ADHESIVE NAILS N (8" LONG) w/ 2" P.T. CUBIC VOLUME OF ALUM. NAILS 0.12 DIA. WASHER AT MICHAEL C. ANDERSON CONDITIONED SPACE _ SEE PL N SHANK 3/8" DIA HEAD _ 32" O.C. MAX. ADDED REINF. FILLED 1-1/2" LONG ® 6 O.C. iv GARAGE DOOR BLOCK CELL DETAILDigitally 12,480 CUBIC FEET ALUM. NAILS 0.12 DIA. SHANK OPENING ichaesigned3/8" DIA HEAD 1-1/2" LONG - NNOTES: by (2) PER SOFFIT SEGMENT -DRILLED HOLE TO BE CLEANED PRIOR TO Michael SHEET DISPENSING ADHESIVE "ALCOA TRADITIONAL VENTED ELEVATION -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE Anderson SOFFIT DETAIL ALUMINUM SOFFIT #V-144 -REBAR DOWEL TO BE CLEAN AND OIL FREE Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD AnderS N.T.S. GARAGE DOOR DETAIL FL. LIC. AR0017305 2021 .09.21 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:42:14 A 6mO (772)418-2118 n -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 SEE PLAN 3-29-21 2x8 RIDGE BOARD SONRY CEMENTITIOUS COATING ON 2x6 RAFTERS AT 2 T O.C. OREWOODAFRAMING MAX. - TOE-NAIL TO RIDGE I I LATH OVER 2 LAYERS 15# BD. W/ (2) 10d NAILS ____ _____________ ------ ------ FELT OVER 7/16" OSB ROOF MORTAR JOINTS OVER GABLE END TRUSS 2x4 VERT. STUDS SHEATHING 1/4" TO 3/8" INSTALL SIMPSON HTSM16 @ 4'-0" O.C. (PLACE (TYPICAL) �. W/ (8) 10d NAILS TO TRUSS ATTACH GALV. METAL ABOVE TRUSS BELOW) 44 r, STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" I FLASHING SIMPSON STRONG-TIE I PANEL l ~y MIN TAPCONS VERIFY NUMBER OF TAPCONS 2X4'S @ 16" O.C. 'H2.5' OR 'LSTA18' --- --- - ---- ---- --- d' AT EA. END OF 2x4 L_—_—_—_—_-_ --J ANCHORS Co WITH CONNECTOR SCHEDULE (4) 10d NAILS o o I 12 VERT. STUD 6 FIBERGLASS SHINGLES PRE-ENG'RED SEE z PRE-ENGINEERED OVER 15# FELT ON TRUSSES NOTE #4 _j 8" X 8" X 4" q ROOF TRUSS L PROVIDE 2X4 BLKG 7/16 OSB w (NOMINAL SIZE) '� q @ 16 O.C. BEHIND (3) 10d NAILS NOTES: � I GLASS BLOCK UNITS SEE —————---- --- - GABLE END TRUSS 1. HURRICANE CONNECTORS REQ'D L _ ------ - Ivi _T LO ------- � __ . OP OF BC NOTE #4 AT 8'-0" O.C. r^ Q 0 2. PROVIDE "H2.5" OR "LSTA18" ROOF v� o PER PLAN AT EACH RAFTER END SHEATHING PANEL ANCHORS & 8" X 8" X 16" -� 3. PROVIDE 2x8 RIDGE BOARD CONCRETE LINTEL 2X FASCIA WHEN APPLICABLE REINFORCEMENT 4. PROVIDE 2x4 VALLEY BLOCKING BTWN. TRUSSES I I EVERY OTHER BLOCK FILL WITH . . W/ DRIP EDGE L__ ___ ______J CONCRETE AND AT LOCATIONS WHERE VALLEY FRAMING DOES --- ------ -- ---------- COURSE OR 16" O.C. Q (1) #5 BAR 2X4'S @ 16" O.C. NOT BEAR ABOVE TRUSS WHICHEVER IS LESS r, P.T. 2X4 LEDGER BD. ` HAND FRAMED VALLEY DETAIL EXPANSION W/ 1/4" DIA. TAPCONS / THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER @ STRIP &EALANT n 1 2" EXT. GYP. BD. (2-3/4" MIN. HORIZONTAL SPAN IS GREATER THAN 8'-0" HEAD LOCATIONS w EMBEDMENT) SPACED SIMPSON HUS24 ASPHALT EMULSION ALTERNATE TRUSS ANCHOR DETAIL 16" O.C. 2 -° @EACH JOIST/ (ONLY) THIN MORTAR @ c� N.T.S. ROOF AT SLIDING LEDGER BD. CONN. SPECIFICATIONS SILL LOCATION GLASS D ❑ ❑R DETAIL-1 STORY GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) 0 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. EL: 36" ABOVE Lo ADJACENT FLOOR LINTEL BLOCK TOP COURSE SEALANT: SILICONE TYPE. FILLED W/ CONC. & 1-#5 BAR TOP of HIGHER r N BLOCK WALL GLASS BLOCK INSTALLATION � co 5x5x4" WELDED zz z Ir= -- U FLANGE _ � I rn ~ z CD w II #5 BAR DOWEL 2 J 0 M Q N TOP of LOWER < I:: Ld II LL W/ STD. 90° HOOK ct ° 0 N BLOCK WALL IL — --_--_-- li CONC. BLOCK WALL 0 Co O CC) N � < LL 0 1" 1" STEELXPIPE #5 BAR DOWEL �I VERTICAL FILLED pC Lu 1- co 0 @ TAPCON W/ STD. 90" HOOK ii CELL W/ 1—#5 BAR Q o Q Er N� F F TYP.4 A 1 M II 12E U) Lu 1 FLANGE WELDED BLOCK WALL HEIGHT Co 0- 5 TRANSITION DETAIL I ❑ SHEATHING Lu OVVEE R WOOD TRUSSES Lu BOLLARD DETAIL I STUCCO FINISH ON USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS METAL LATH WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE BOND BREAK THROUGH THE WOOD DECK BY AT LEAST 1/8" I PROJECT PLACE NAILS 6-1/8" FROM BOTTOM EDGE of EACH SHINGLE (2) LAYERS 15# AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE FELT ALL NAILS TO BE PLACED ON 6-1/8" NAIL LINE NO. 17-015-016 I DATE DRAWN 6-10-21 DRAWN BY MCA MEMBRANE BRIDGE FLASHING I 1" 1'—o" 1'-o" 1" CAYMAN 1560 B1 x1i LIVING 1560 SQFT FLASHING / CONTROL + + + + + + + + + + + J❑INT + + + + + + + + + + + GARAGE 372 SQFT + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LANAI 144 SQFT + + + + + + + + ENTRY 86 SQFT STUCCO FINISH ON BLOCK SHINGLE SIDE VIEW TOTAL 2162 SQFT VOLUME OF SHINGLE NAILING DETAIL MICHAEL C. ANDERSON CONIDI IO ED SPACE _ FLASHING DETAIL AT ROOF HIGH WIND OR STEEP SLOPE N.T.S. 12,480 CUBIC FEET FRAMING ❑N MAS❑NRY ichael Dig itallysign d by Michael Anderson SHEET n d e rs Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD FL. LIC. AR0017305 2021 .09.21 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 n 08:42:26 -0410 6ml (772)418-2118 PLANS DESIGNED To MEET THE REQUIREMENTS of THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS TOE NAIL (2) 16d EACH SIDE ROOF SHEATHING 2x4 BLKG. ® 48" O.C. 2x4 BLKG. © 48" O.C. MASTER PLAN REVISION 3-29-21 ALUMINUM DRIP EDGE AND FASCIA PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT ® 24" O.C. EA. 2X4 LADDER FRAMING FIN WINDOW TOP — — — 2x4 45° CROSS BRACING CORNER GABLE END TRUSS _ • — AT TRUSS MID-PT. AND AT r — NAILING FIN AIR-INFILTRATION BARRIER 8' "-0 O.C. (MAX.) ^� CORNER r, FLASHING _ _ _ — . — — — OVER EXT. SHEATHING (SEE O �I TAPE EXT. ELEV. FOR FINISH MAT'L.) CORNER FLASHING L� TAPE ° TRUSS SETBACK TOP PER FRMG. PLAN I� \l FLASHING 2x4 TRUSS BOTTOM TAPE SIDE 12 CHORD BLKG. AT �1 \ FLASHING ROOF 4'-0" O.C. REFER TO TAPE SHEATHING PER � ° — ELEV. FRAMING PLAN � �I `y SIDE CHECKRAIL HURRICANE STRAP � � � FLASHING _ _ _ _ ® EACH TRUSS PER (2) 16d COMMONS TAPE • — • FRMG. PLAN O r r, TOE NAILED EA. SIDE w "�I^ WINDOW BOTTOM rr,, v1 SILL FLASHING TAPE #1 ^� SILL FLASHING TAPE #2 n 1. CUT THE WATER RESITIVE BARRIER (1C) j . WATER RESITIVE BARRIER WATER RESISTIVE BARRIER R IV SHEATHING w \r T CUT ' ii FRAMING 8x8 U-BLOCK TIE-BEAM FILLED I 1 I I�-4TH CUT, r- W/ CONC. & (1) #7 BAR CONT. Q0 , I I 3RD I I MAKE A 6" CUT UP I I SCUT I I FROM EACH TOP EXTERIOR r I I I I 1 I VERT. #5 BAR AT EA. REINF. ^4 i CORNER AT A 45� I 1 ANGLE TO ALLOW THE j FILLED CELL PER FDTN. PLAN 0 I 1 450 YP I WATER BARRIER TO I I �•�`� I I BE LAPPED OVER THE I 1 I I I I FIN AT THE HEAD OF I I N I I THE WINDOW. I I GABLE END SECTION @ HIP ROOF Y- Y L-------------i I I I 1 I I 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL. FOLD TOP FLAP UP AND TEMPORARILY FASTEN L LO --J LO 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE 1 OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT rn OVERHANGS 1" TO THE EXTERIOR. 3 CDrn NOTE: THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP r EACH SIDE OF THE OPENING. 6 W (.0 N 1 TOE NAIL (2) 16d EACH SIDE PLYWD. DECKING U 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (Y2" FROM Y2 W J -q X EACH SIDE OF CORNER) (1 F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE Y2 2x4 TRUSS TOP CHORD 2x4 BLKG, @ 48" D.C. o Uj M Q LL co N IT TO THE WATER RESISTIVE BARRIER. BLKG. @ 48" D.C. Q 4 uj = r 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE � "Z W 0 m C CD N OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE #1 BY AT LEAST 1". DO NOT 1�-I� — r- r PRE-ENO, TRUSSES J ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). D Z LL cV NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. i AT 24" D.C. / co W (0 0 I 5 (2) 16d COMMON NAILS AT Q U p~C N U I / / / EA. 2X4 LADDER FRAMING Z O < r- W W 2x4 45° CROSS BRACING / / 1/2" PLYWD. SHEATHING OVER 12C 6) � Lu z AT 4'-0" O.C. / / GABLE END TRUSS FASTEN WITH z W/(2)16d NAILS AT EA. / / 8d NAILS AT 6" D.C. r- _ TRUSS WEB MEMBER / / GABLE END TRUSS c0 W N❑T E: H 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4" LONGER THAN THE FRAME I )IE HOLD FACE OF GABLE END HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EACH SIDE OVER THE NAILING FIN AND ONTO THE j 2x4 TRUSS BOTTOM \ TRUSS IN 3/4" BEYOND BLK, WATER RESITIVE BARRIER. THE TAPE SHOULD EXTEND 2" ABOVE THE TOP OF THE WINDOW AND 2" I CH❑RD BLKG. AT \ \ FOR CEMENTITI❑US FINISH BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. _ 1 4'-0" ❑.C, REFER TO \ \ 1 EkTER��R�Ew 1 j FRMG. PLAN \ \ )K HOLD FACE OF GABLE END PROJECT I \ \ TRUSS OUT 1/4" BEYOND BLK, 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING I I \ \ FOR SIDING FINISH TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW I I 1 1 \ \ SIMPS❑N HETA20 AT EACH TRUSS NO. 27-015-016 AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON I 1 I I C2) 16d \ \ I I I COMMONS TOE VERT WEB MEMBER C24" D.C.❑C MAX) BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS 2r, I 1 3 �,,\ I \ DATE DRAWN 6-10-21 SHOWN. 1 I 1 NAILED EA. SIDE \ 16d COMMON NAILS NOT" DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN. AT 6" D.C. TO DRAWN BY MCA 1" I I I exTERio 2x6 P.T. PLATE 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) IICAYMAN 1560 B1 I 1 I l EXPANSI❑N JOINT AT 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES `,,\ I I I 1 I I CEMENTITI❑US FINISH OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL I I I 8x8 -BLOCK TIE-BM. FILLED ! LIVING 1560 SQFT CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE ���' I 3 I W/ C❑NC, & (1) #7 BAR C❑NT, COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE I I 2x6 P.T. PLATE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. I I CONT. W/ 5/8" DIA. GARAGE 372 SQFT NOTE: BE SURE TO OVERLAP THE TOP CORNERS (3D) O I I VERT. #5 BAR AT EA. REINF. I I FILLED CELL PER FDN, PLAN ANCHOR BOLTS I I I I I @ 32" O.C. OR W/1/2" LANAI 144 SQFT L,\ DIA, ANCHOR BOLTS \\\\�JI GABLE END SECTION X—X @ 24 ❑C ENTRY 86 SQFT SCALE: NTS TOTAL 2162 SQFT CUBIC VOLUME OF MICHAEL C. ANDERSON CONDITIONED SPACE _ Digitally 12,480 CUBIC FEET Michael signed by Michael SHEET Anders Anderson MICHAEL C. ANDERSON, ARCHITECT OF RECORD Date: FL. LIC. AR0017305 n 2021 .09.21 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:42:40 -04'0 6m2 (772)418-2118 PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305 PLAN REVIEW REVISIONS MASTER PLAN REVISION OPEN TO W3 12 W3 12 3-29-21 FAMILY RM. W3030 ° ° W2430 ° ° OPEN TO BEYOND BEYOND 010 MICRO ° BAR TOP � BAR TOP SINK 14" ~' � ° 00 ° ° ° ° ° ° ° 3/4" MICA TOP ° ° ON SHIM SCREWED TO SECURE B 0 SB 36 B18 � B1 B24 q FILLER DW '� q FILLER RNG REF 1 X 4 TOP PLATE WOOD r� o KITCHEN K T. AT RNG . K T. AT SINK /DW TRIM4ZI 2x4 STUDS AT 16" O.C. �O 1 /2" DRYWALL �1 N Q� WALL MTD. LT. KITCHEN WALL MTD. LT. BASE CABINET C� MIRROR NOTES : CER. C. TILE MIRROR 1 . BATHROOM TOWEL BARS AT 54" A.F.F. M.C. M.C. 2. BOTTOM OF MEDICINE CABINETS AT / FILLER Z�/FILLER 54" A.F.F. LAV LAv LAv B A R TO P DETAIL LO rn 3. TOP OF BATHROOM SHOWER TILE ° ° ° ° CDco TO CEILING HT. ~ _ O ~ = w C� < 0 VB24 � < 0 � � JDm '` 4. SHOWER HEADS AT 6'-8" A.F.F. � Lu � 2 J � MX co Cn- < W.C. SHWR. VB42 VB42 z 00 J O= o co FILLER " J m 0 00 J r 5 z u-_j BATH 2 M . BATH VANITY 14" Q 0 c N 0 3/4" MICA TOP Lu z O ? � ON SHIM SCREWED TO SECURE E E z Cq O co D_ 1 X 4 TOP PLATE J w WOOD TRIM NOTE: NO REVEAL BETWEEN PROJECT BACKSPLASH AND TOP NO. 17-015-016 2x4 STUDS DATE DRAWN 6-10-21 w AT 16" O.C. DRAWN BY MCA SOAP j � 1 /2" DRYWALL CAYMAN 1560 B1 30 DISH RAID. Q RECESS aj CD LIVING 1560 SQFT 00 LL o OPEN � KITCHEN GARAGE 372 SQFT TO - 1 0 BASE CABINET HALL (_0 a- Q X LANAI 144 SQFT 0 ENTRY 86 SQFT Q TOTAL 2162 SQFT CEN TER s CUBIC VOLUME OF HALL ARCH ON WALL MICHAEI CDANDE sy CONDITIONED SPACE _ icha BARTOP DETAIsigned by TYP . SOAP DSH Michael RECESSLOCATION I Anderson SHEET MICHAEL C. ANDERSON, ARCHITECT OF RECORD nder Date: FL. LIC. AR0017305 202 1 .09.2 1 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:42:55 A 7mO (772)418-2118 son 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 NOTE: ALL DUCTWORK PENETRATING GARAGE CEILING SHALL BE R - 6 FIBERGLASS DUCT WORK . ww C/) � � I 6X6 56 CFM - - - - - - - - - - � I r 4» I I O w lil /U TIE DOWN TO �1 � COMPLY WITH W XCFM I I AC-1 BCM(2014.)301.1 165 6X6 � \ 29 CFM I I EQUIPMENT SCHEDULE , Q0 z L — 4 — — — — J CARRIER C� E_� - - 14X14 8" 3 TON R/A C.U. - CH14NA0360OG O 16 X 16 I A.H.U. - F84CNF042L 0 1� R/A HEAT- 05 KW I 7, COOLING CAP. - 34*200 10 EXHF 1OX10 M 9 I 96 CFM 5 -0» — HEAT CAP. - 330800 FAN 75 C ELECT- 208-230-1 LO ® I LO BRKR CU- 35 AHU-30 BMP CLIP 2X4 O' E--------- GALV, CLIPS , o n REF. LINES - 3�4 & 3�8 RA PRODUCT APP.# w co c; RAISED i i S.E.E.R. - 14.0 - >ti� um � I- '. r- O BARTOP FL14239 �--� W � � I. X SINK W/ HSPF- 8.20 II l a � z MQ 0LL Cu co MOUmm DUAL N10X10 53 CFM . oJE (012 10X10 COm 0 55 CFM m < J � II II � W � cflC`3 z0 ¢ � U _. _...... . . Ww � I 7» ErCncz 8X8 I `�`� Y � 0 98 CFM 8" ILL_ Y Z: Lu _ s T S"LY DUCT W 141, DRYER VENT 10X10 6 I EEO-1 THRU WALL R/A 4" 24X24 6X6 - - - - - - 411 I RHF A \ 41 CFM D. A. H.U. WAU_ t PROJECT 9111 wH -- NO. 17-015-016 EXH 6 FAN 4 ' DATE DRAWN 6-10-21 19 12X12 ��� FLCIAT AT�i DRAWN BY MCA 6X6 REF. LINES �`� Nk�Jfp► y R/A 28 CFM RUNOVERHEAD) RETURN bRA CAYMAN 1560 B1 9»/ Cif}_.1� � � - - - - I x i � 22"x54" ` AC OPMALL STAW LIVING 1560 SQFT I - ATTIC ACCESS COND -- GARAGE 372 SQFT AIR HANDLER DETAIL 8X8 LANAI 144 SQFT 260 CFM 10X1 R/A ENTRY 86 SQFT TOTAL 2162 SQFT CUBIC VOLUME OF MICHAEL C. ANDERSON CONDITIONED SPACE _ —_ —_ —_ —_ —_ 12,480 CUBIC FEET ichaeDigitally si ned 9 by Michael SHEET HVAC PLAN Anderson n d erS Date: MICHAEL C. ANDERSON, ARCHITECT OF RECORD 2021 .09.21 1/4" - 1'-0" FL. LIC. AR0017305 1020 SW PROVINCETOWN LANE, PORT ST. LUCIE, FL 34953 08:43:09 -04 00 8mO (772)418-2118 n PLANS DESIGNED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIC. AR0017305