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HomeMy WebLinkAboutPRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PLAN REVIEW REVISIONS BUILDING PERMIT: BUILDING ADDRESS: MORNINGSIDE COMMUNITY, LOT 69 / BLOCK * / 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 PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT DESIGN ID APPROVAL PRESSURES MASTER PLAN REVISION HEAD:#10 X 2-1/2"WOOD SCREWS SPACED 3"FROM CORNERS,3"&6"FROM MULLION. 4-7-20 FIBER-CLASSIC JAMBS:#10 X 2-1/2"WOOD SCREWS SPACED 3"FROM CORNERS,14"O.C.MAX. SILL:1/4" 3068 EXTERIOR SWING DOOR SMOOTH STAR THERMA-TRU 3/16" TEMPERED 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) �I 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" O.C.MAX. SILL:SPACED 6"FROM CORNERS,17"O.C.MAX. FL15332.9 +/- 58.2 PSF (MIN) ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) O � v ANCHORS 3"FROM CORNERS,HEAD: 4 ANCHORS, JAMBS:6 ANCHORS WINDOW SH 185 MI WINDOWS AND DOORS 1/8 ANNEALED FL17499.2 +/- 60.0 PSF (MIN) CO QJ 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, FL15349.9 +/- 55.0 PSF (MIN) r, \ 3 AT SILL.WOOD ANCHORS:3"FROM CORNERS,16"O.C.MAX. Q�I ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) �I WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 3 ANCHORS, JAMBS:6 ANCHORS PSF 0.60- MIN FL17499.2 +/ (MIN) ALL ANCHORS ARE 3/16"DIA.TAPCONS(1-1/4"MIN.EMBEDMENT) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 3"FROM CORNERS,HEAD: 3 ANCHORS, JAMBS:5 ANCHORS 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, FL15349.9 +/- 55.0 PSF MIN 3 AT SILL.WOOD ANCHORS:3"FROM CORNERS,16"O.C.MAX. ( ) r, �I co 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 O UNDERLAYMENTS PATTERN BETWEEN OVERLAPS,UNDERLAYMENT ADHERED TO BASE SHEET FL2569.1 GALV. ROOFING NAILS,11 OR 12 GA.,WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO ASPHALT SHINGLES HERITAGE TAMCO BUILDING « » 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. 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) 20 GAUGE GALV. EASTERN METAL SUPPLY `n HURRICANE SHUTTERS STEEL STORM « » ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 22270.1 PER MANUF. rn PANELS SPACING OF ANCHORS PER MANUFACTURER'S SPAN CHART SPAN CHARTS CD CD W (0 CV C) � J tU) CO X 0 � D ¢ � � z C)LU J M O CD Jmp00CV J r W LL (0 0 z O Q U TABLE R301.2(1) LLJ UJ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LU GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN I have reviewed the above product approval COMPONENTS AND CLADDING WIND PRESSURES PER LO (/) z SNOW Speeds Topographic DESIGN f Weathering' Frost line' Termite° DESIGN UNDERLAYMENT HAZARDS' FREEZING ANNUAL information and approved it. PROJECT CODE DATA 2020 FLORIDA BUILDING CODE N O LOAD (mph) effectsk (NA) CATEGORY depth TEMPe REQUIRED INDEX TEMP [- `Y) N/A See Fig.R301.2(4) N/A Negligible N/A Very 42 N/A See N/A N/A USING INTERIOR ZONE COEFFICIENTS Lu Heavy Survey Name: J LU For SI: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. *PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE (6TH EDITION) AREA OF OPENINGS DESIGN Signature: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 (SQ. FT.) PRESSURE b Reserved. Certification Number:MG34,GSS,Q62,G73,C9o,G,29,C,45,G2,6orG652. b TYPE OF CONSTRUCTION: CBS X FRAME 0 to 19.9 27.6 PSF / -30.0 PSF . Re 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 BUILDING DESIGN: ENCLOSED X OPEN PARTIALLY ENCLOSED 20 TO 49.9 with Section R301.2.1.4. Date: 26.4 PSF / -28.7 PSF e. The outdooe design dry-bulb temperature shall be selected from the columns of 97 1/2-percent values for winterfrom Appendix D of the Florida Building Code, 50 TO 99.9 Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. ULTIMATE DESIGN WIND SPEED:140 MPH 160 MPH X 170 MPH 24.8 PSF / -27.1 PSF 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 100 TO 499.9 23.5 PSF / -25.8 PSF PROJECT 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 effectiveFIRMandFBFM,orotherfloodhazardmapadoptedbytheauthorityhavingjurisdiction,asamended. NOMINAL DESIGN WIND SPEED: 124 MPH h. Reserved. 20.6 PSF / -22.9 PSF 500 AND ABOVE i. Reserved. DRAWING INDEX j. Reserved. k. Reserved. BUILDING CATEGORY: II USING END ZONE COEFFICIENTS NO. - - 069 NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES EXPOSURE: B AREA OF OPENINGS DESIGN DATE DRAWN 9-28-21 WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS CVR INDEX / PROJECT INFORMATION SQ. FT. PRESSURE DRAWN BY MCA THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ( ) SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. A-1.0 FOUNDATION PLAN IMPORTANCE FACTOR: 1 0 to 19.9 27.6 PSF / -37.0 PSF BERMUDA 1674 B2 A-2.0 FLOOR PLAN 20 TO 49.9 26.4 PSF / -34.5 PSF MEAN BUILDING HEIGHT: 15' 50 TO 99.9 24.8 PSF / -31.2 PSF LIVING 1674 SQFT NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE A-3.0 BUILDING ELEVATIONS REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE OVERHANG: 1.33 FT ROOF PITCH: 6 /12 100 TO 499.9 23.5 PSF / -28.7 PSF GARAGE 385 SQFT FLAME SPREAD INDEX OF NOT MORE THAN 200 AND A-4.0 ROOF / FRAMING PLAN COMPONENTS AND CLADDING WIND PRESSURES: 500 AND ABOVE 20.6 PSF / -22.9 PSF COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 A-5.0 ELECTRICAL PLAN LANAI 160 SQFT AND MEETS THE SMOKE-DEVELOPED INDEX OF NOT MORE ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) THAN 450. A-6.0 WALL SECTIONS / NOTES SHUTTERS: YES X NO ENTRY 54 SQFT A-6.1 WALL SECTIONS / NOTES IMPACT RESISTANT ASSEMBLY: YES NO X ATTIC, VENTILATION GALGULATION: TOTAL 2280 SQFT VENTILATION REQUIRED: ROOF LOAD: ATTIC, AREA = 2353.3 SG. FT. TOP CHORD: LIVE LOAD: 20 PSF DEAD LOAD: 10 PSF CUBIC VOLUME OF VENTILATION AREA REQUIRED = 2,201.0 SG. FT. / 150 (F.B.G. R806.2) = 14.67 SG. FT. PARAMETERS: BOTTOM CHORD: LIVE LOAD: 10 PSF DEAD LOAD: 7 PSF MIGHAEL G. ANDERSON CONDITIONED SPACE _ LINEAR FEET OF 16" WIDE SOFFIT = 207.2' (NON-CONCURRENT) 13,392 CUBIC FEET SQUARE FOOTAGE OF SOFFIT = (207.2' X I.339 = 275.6 SG. FT. ichaeNET FREE AREA OF VENTILATION FOR AGM TRIPLE 4 OR GUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.14 SG. IN. / SG. Digitally signed VENTILATION PROVIDED: by Michael SHEET SOFFIT VENTILATION PROVIDED = 275.6 SG. FT. X II.14 SG. IN. / SG. FT. X I SG. FT. / 144 SG. IN. = 22.47 SG. FT. Anderson GONGLUSI ON: Date: VENTILATION PROVIDED = 22.47 SG. FT. > VENTILATION REQUIRED = I4.67 SG. FT., THEREFORE SOFFIT VENTILATION IS MIGHAEL G. ANDERSON EL. LIG. AR001, 7305 ARGHITEGT OF RECORD AnderS ADEQUATE2022.02.04 1020 SH PRO\/INCETOHN LANE, PORT ST. LUGIE, EL 34GI53 13:15:28 -05'00' CVR (772)418-2110 n PLANS DES I C NED TO MEET THE REQUIREMENTS OF THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) EL. LIG. AROOI7305 25'-0" PLAN REVIEW REVISIONS 36"X36"X 16" DEEP GONG. FTC. W/ 3-#5 2'-0" v 3'-10" v 4'-0" 1 4'-2" 3'-IO" -7'-2" E.W. Ai- MASTER PLAN REVISION �D 6x6 - IOXIO WWF 4-7-20 w OR FIBER MESH-- ■ ■ ■ ■ ■ ■ ■ ■ ■ GON . 6x6 - IOxlO WWF ■ I SLAB OR FIBER MESH QLAB 8 _ O It > VARIES J I I I -i (-j :1 0. - J O --- GRADE I 2-#5 5 Oi w B I r BAR O 511 BARS BARS = 6 O I I 811 I 1_411 1 -4 2,_O„ �' m ADETAIL DETAIL V.T.R. I[ B DETAIL G rr,, I I I O REGESS SLAB - 3 1/2" FOR SHWR. a'-o° q 0.' 3'-8 I/8" 3'-a I/8" 7'-5 5/8" I I.0 OR FIBER MES ~ q 6x6 - IOxIO WWF 3 O `p SLAB Q - GONG. 11_011 SLOPE q \ N I SLA _ r�// I 1 1 ■ ■ ■ ■ I17-7 I --- --• GRADE 2-#5--- GRADE r�r, N 3 I - - - — - - - - - J ■ 2-#5 i 12 (MIN) j 211 W.G. _ I 2 11 16 -5 3 8 - BARS - BELOW BARS � � � rn O "�I LA V JI` 3 V.T.R. �i I J SLAB FOR N I \�z g1,_4�� 1,_4„ r, LA i li�3" V.T.R. in � HB I I S.G.D. \ L - Q'i �I 1 1 1 �n I G �t D DETAIL F DETAIL 2" I 1 �0 I L V 4AV ■ I TUB I 1 T\\ I I VSHNR. I \ WASH 1 1 \ - I — — — — — — — — �— I ■ GONG. 1-#5 1-#5 0) I I I _� I TUB/ I SLA BAR SLOP G BAR 2 -4- r 1 3 i I O i-O SHWR. 1 W.G. T- 0 c0 rC� w O "� 1 2 2'I ■ 1 I I FIBER MESH, AND/ON 6X6-10/10 I m 4" 8" 8 Lu r 1 TUB I I w 1 1 2 LAV 1 REFERENG O WMM WITH MIN. I COVER ON 6 I ■ Q 2" LOOP G I 1 I D I I MIL. POLY VAPOR BARRIER 1 > I I I FINISH`l IJai 1�001� SINK ) 2 - 11 OVER TERMITE TREATED 6 DETAIL H DETAIL nl 1 N COMPACTED GLEAN FILL. 5 1/2" (FRAME) GLEAN ■ 8'-4 3/4" 7 5/0" (BLOCK) w 4" MAIN OUT I ■ O w GONG. > Q GONG. 2-#5 1 LO SINK 1 INDIGATES G.M.U. CELL FILLED I O LID SLAG. < SLA TT m } SLAB-7BAR _ 1 W/ CONCRETE AND (I) #5 VERT. ci!7 O r CV TO SEWER �t I DISP. 1 REBAR GONT. FROM FOOTING I = _� = o m OR SEPTIC TANK r 11 I I TO TIE BEAM (TYPIGAL I OO - 2-#5 T I"C T I G U M B I I \I C� RISERm O I I 101 I g„ 8' I'-4" BARS 4�, -4 4„ � SGJ L Ia'-2 _ J Z7' 't a 1 HI DETAIL J DETAIL S.C.D. K DETAIL N � � Q W � ■ 1 II II I I I W w > � or DW 11 II 0 = Z p > E C Cfl J CO 0 � N H A m ¢ LLrnv GONG. GON 8 g - SHOWER w � co C'3 SLA SLAB VARIES SLAB N RAE WALL 0 Er z O Q N U O — — — — — — — — — — — — � ■ m I� = ---- ---- �t w w r- A ////� i — — �t --- ---- ----- = GRADE E (n LLI GHASE FOR ELEGTRI G = I ___ ___--_O-4 WH _ Ad) N R�ESS 2_#5 O ■ 1 �,�� TO ISLAND I AHU ________ AG - 4 8 m BARS �'� W 1 1_411 J I A/G GOND GI DETAIL L DETAIL M DETAIL d I GHASE I I H I I 1 I ■ la'-4 3/8" I A/G PAD PIPE SLEEVE (DIA. r LARGER THAN PIPING _ THRU FTC.) 1 B 3" MIN. PROJECT FT6.PER ■ I I I f I DEPTH 1 F �_ w 1 3" MIN. 3"MIN._ DETAIL NO. 17-015-069 1 1 ■ lk ■ ■ ■ I O D I AC5O I SAL —` DATE DRAWN 9-28-21 1 I I I D I STANGE RE��FOOTINO, DRAWN BY MCA � 1 I m I D I DIMENSION FROM I'-O" I'-O" TRANSITION BERMUDA 1674 B2 w 1 INSIDE CORNER 1 I SLOPE DOWN I HB = P I PE THRU ■ ■ �r OF FORMBOARDS LIVING 1674 SQFT A / N I F AT OAR. DOOR I _ r PF FT6. DETAIL O ii G = -7 I -O 1 GARAGE 385 SQFT _ E3D = 68 -2 ■ ■ ■ ■ N ■ ■ LANAI 160 SQFT m DIMENSIONS ARE G G ROUNDED TO THE ENTRY 54 SQFT ' CLOSEST INCH TOTAL 2280 SQFT CUBIC VOLUME OF FOUNDATION PLAN MIGHAEL G. ANDERSON CONDITIONED SPACE _ 3'-5" 4'-10" 3'-5" 6'-4" 20'-0" Micha Digitally 13,392 CUBIC FEET SCALE 1/4'' = 1'-0" signed by Michael SHEET Anderson MIGHAEL G. ANDERSON, ARCHITECT OF RECORD Anders Date: FL. LIG. AR001-7305 2022.02.04 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34-153 13:15:47 1m0 (-"2)418-2118 n PLANS DESIGNED TO MEET THE REQUIREMENTS OF -OS�OO� THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (-1TH EDITION) FL. LIG. AR001-7305 NOTES : INTERIOR ELEV. NOTES: I. WOOD STUD SPAGIN&: (UNLESS I. BATHROOM TOWEL BARS AT 54" A.F.F. OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.G. 2. BOTTOM OF MEDICINE GABINETS AT -INTERIOR FRAME BRO. WALLS 54" A.F.F. AT 16" O.G. =PLANVIEW REVISIONS -INTERIOR FRAME NON-BRO. WALLS 3. TOP OF BATHROOM SHOWER TILE 13'-0" 25'-0" AT 24" O.G. TO GEILIN6. -KITGHEN GABINET WALLS AT 16" O.G. 4. SHOWER HEADS AT 6-8" A.F.F. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. GONG. BLOCK WALLS ARE DRAWN 2'-4" 12'-0" DOOR SGHEDULE MASTER PLAN REVISION 7 5/5" WIDE UNLESS OTHERWISE NOTED 1 -4 TOP OF BLOCK TOP OF BLOCK +a'-4" A.F.F. +85'-0" A.F.F. O 0 0 SIZE FRAME AREA U FAGTOR SHOG 0 REMARKS 4-7-20 4. TOOL GONG. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH $ GLEAN) HDR. HT. HDR. HT. 1 3068 SWING I EXT. DOOR 5. DOOR $ WINDOW ROUGH OPENINGS ■ ■ — — — — — — — — — — ■ ■ ■ ■ ■ ■ ■ 11 SHALL BE PROVIDED BY BUILDER -� ■ EGRESS EGRESS R/S 2 8068 S.C.D. a6X80 53.3 S.F. .58 .25 1 EXT. DOOR �+ 6. TOP OF TYP. BEARING WALL +,5'-0" 8'-O" GLG. UNLESS OTHERWISE NOTED W W 02 W° 624 1 — — — ,� — — — — — — — - 8'_O1 3 2868 SWING I SOLID GORE ~ 12 I 21_0 a -O GLG. GLG. 7. HEIGHTS ARE MEASURED ABOVE o W o 042 MICR H54,42 Np 18'-8 3/4" I ® `9 5'-0" ^� TOP OF FOYER SLAB 1 4 1668 SWING I INT. DOOR 8. SEE STRUGTURAL NOTES FOR I LANAI I M.BR. I 5 2868 POCKET 2 INT. DOOR [� CYj ° ° cv b'-O" GLG. ■ I GOFFER GLCm I /S ADDITIONAL INFORMATION 00F ° ° — 1 �t ■ (v I R/S 6 28(f>8 SWING 4 INT. DOOR 36 3(b 1 RNG 31_01 8'-° I 3'-2 I/2" 3'-4 112" 7 406& BIPASS I INT. DOOR \ REF S -O 7 1 3/4 5 -O KIT. AT RNS./RE F. 1 L - - - - - - - - - J 8 - �, o 1 O O 8 2468 SWING 3 INT. DOOR a 2068 SWING I INT. DOOR O 8'-O" GLG 5 SH R/S ■ GLG — — — — — — R/S 10 16070 OVHD. DR. I GARAC E DOOR rr, u') 10'-4" GLG. TEMP. &L. 0 ^� RAISED OPEN TO I I ENGL. ON 42" Hg IS" IS" BARTOP BEYOND -' H. WALL \ W MIN. MI U) m SINK 17'-8 I/2" cv m 0 0 I I O O N C �1J ° ° ° ° a ■ WINDOW SGHEDULE l�l 0 E34 8 BB 11 2'-0" I 3-1 FAMILY RM. 48 SB27 S 36 3 FILLER TYP. m GOFFER GLG. m I 6'-3 1/2" 12'-5 1/4" O 0 SIZE FRAME AREA U FAGTOR SHGG 0 REMARKS N }�� G 42" H. WALL 6_8 36 X62 KIT. AT DINING R I " I . KIT. A T I S L A N D I m I \ HDR. HT. A 25 SH 15 5 S F It I NS 4a 24 3 MULL TO "B" O I O z m N ■ EGRESS 38.o"R i — a,_o„ r — B 38 W. HALF RND. .47 .24 3 5 LITE BR.3 WALL MTD. LT. WALL MTD. LT. 8'-O" GLG. G 35 SH 52.I25„X62 55 22 1 22.4 S.F. \\GL MIRROR 8-O dJ 36"X62" HDR. HT. I a'-11 1/2" i D 25 SH Acl .24 5 �n GER. © - I5.5 S.F. LO GER. TILE 2 -O 3 -a I/8 2 -5 1/2 I 1 �n r MIRROR TILE M.G.G I 8'-O" GLG. ■ Oi E 36" W. HALF RND. 18.0"R 47 .24 I O r N G. O ARCH TOP 3.5 S.F. O / I SINK 1 �i 1 © ULrn ~ LAV LAV L�`V I DISP.1 I — 0') ~ 0 0 1 TOP OFi 2X6 DRYER, w J "t X o 0 0 0 - 2 - BLOCK O 1 1 WALL= VTR O 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY o Cn - Q LL 00 O — z z tY� 1 1 - D — WITH 2O1-7 FLORIDA BUILDING CODE WINDLOAD AND EMERGENGY = Er 0 p N ' z <L 0 i +a -4 O� i 1 r 15 1/2" 6 -1 1/2" 12'-5 1/4" EGRESS REQUIREMENTS. Z w J - 0o r m } > �t A.F.F. 1 1 - 0 00 cfl m I W.G. TUB VENT 1 1 I 8'-O" GLG. 2' - BR.2 _ ■ m Q LL rn U VB36 VB36 SHWR. 8' O" GLG. W m FILLS FILLER FILLER MGRROWAV 0 DW 1 1 ,n W M. BATH VANITY BATH 2 WALL _ I a m O Q 0 Q r c� FLAT 5 6_8 W W � Lu Lu BARTOP I ® 0 O HDR. HT. Er Cn 0 z 2 -O" KITCHEN N 3 ■ EGRESS r- O COFFER GEILIN& W IW AG ~ a'-4" GLG. GOND (2)2x8 BEAM W/ 2x4 TOP PLATE TOP OF ARCH ----- --------- ----J ACROSS ENTR +8'-a" A.F.F. TOP OF ENTRY a'-8 1/2" la'-O 1/4" TRUSS BRO. HT. +I RAISED I 1 BARTOP I FOYER — — PROJECT „ TOP OF BLOCK KNEE WALL ABV. BLK. 1 10-4 GLG. - - - WALL W/ 1/2" DIA. EXP. NO. 17-015-069 GARAGE ° +a'-4" A.F.F. o 0 ANCHOR W/ 6" MIN. 14" 3/4" MICA TOP ON SHIM I I I I 8-O GLG. - �t EMBEDMENT DATE DRAWN 9-28-21 2011 SGREWED TO SECURE 2 0 p DINING I `r RAO. TOP OF BLOGK DRAWN BY MCA 14" TYP. I COFFER GL ■ N 1'-6" 3'-4" I'-6" - +5'-0" A.F.F. 3/4" MICA TOP ON SHIM I X 4 TOP PLATE ■ PROVIDE 5/8" DIA. BERMUDA 1674 B2 SGREWED TO SECURE I I _ E 5'-5 1; TAPGONS SPACED — NOTE: PROVIDE SIMPSON �r " O.G. FOP, P.T. 2x4 BLK&. BTWN. "SPH4" AT TOP OF KNEEWALLS 6 R 2X4 TO BLOGK LIVING 1674 SQFT wooD FACES OF SOFFI AND LSTA24 FROM FAGS OF I X 4 TOP PLATE TRIM NOTE: J _I — — L 16"(P FOAM Hg WALL HEADER TO VERTICAL NO REVEAL BETWEEN IO-4 GLG. I I O AND SIDE WALL COLUMN W/ CONNECTIONS 16"W. SOFFIT FRAMING GARAGE 385 SQFT WOOD BAGKSPLASH AND TOP — GLG. HT TOP OF BLOCK p LIVING RM. GONG. BOX OUT GARAGE GONG. TRIM - = PER DETAIL BLOCK WALL 2x6 STUDS 2x4 STUDS '� '�' 18"W l0 in BLOCK WALL ARGH 12"� RND. LANAI 160 SQFT AT 16" O.G. Q AT I6" O.G. Cf� A a -4 GLG. A m SOFFI FOAM COLUMN 1/2" DRYWALL m V I/2" DRYWALL ■ ■ ■ ■ ENTRY 54 SQFT B B ENTRY ARGH SOFFIT DETAIL m m = A 1 O � 8-g B 8-g TOP OF BLOC OP O BLOCK SOFFIT AND BOX OUT TO USE 2x4 BLOGKIN& WITH TOTAL 2280 SQFT KITCHEN � KITCHEN HDR. HT. HDR. HT. + '-4" A.F.F. +8'-O' A.F.F. BASE GABINET BASE CABINET 8�_a�� HDR, HT. CUBIC VOLUME OF 3'-0" 1-- 2'-0" 16'-0" 2'-0" MIGHAEL G. ANDERSON CONDITIONED SPACE _ Micha Digitally 13,392 CUBIC FEETFLOOR PLANsigned by 3'-5" 1,, 4'-10" 1,, 3'-5" 6'-4" 20'-0" SCALE I/4" = I'-o" e I Michael SHEET FLAT BARTOP DETAIL RAISED BARTOP DETAIL Anderson 38'-°�� MIGHAEL G. ANDERSON, ARGHITEGT OF REGORD Date: AnderFL. LIG. AR0017 305 2022.02.04 1020 SW PROVINGETOWN LANE, PORT ST. LUGIE, FL 34a53 0 (772)40-2118 S O n 13:15:59 PLANS DESI&NED TO MEET THE REQUIREMENTS OF -05'00' THE 2020 FLORIDA BUILDING CODE-RESIDENTIAL (7TH EDITION) FL. LIG. AR0017305