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A <br />H.B. ` ) S3 <br />TYP @ 1 STORY <br />O <br />EGRESS <br />25-SH <br />tAACPAD <br />I <br />'� <br />O <br />F BERGLASS� <br />P <br />S RROUND <br />' <br />N <br />IBERGLA <br />15'-8g" <br />URROUN <br />T-0" <br />10'-4" <br />go <br />8 <br />-51" <br />' <br />in <br />°D <br />O <br />2 <br />60'1 <br />"' <br />r <br />T-0" <br />CLG. <br />SHOWER <br />20 <br />B. <br />�= w V <br />A <br />I in <br />„ R o <br />LINN <br />Aa <br />N w <br />IE <br />o <br />rN <br />BEDROOM 3 BEDROOM 2 <br />16�DEEP <br />1 <br />�i <br />O N E R S <br />N <br />I <br />8-0 CLG. I 8-0 CLG. Nw <br />3 8'-2" <br />I <br />4 <br />RPET CARPETS' <br />8'-` 2'-4" 4'-2" 3�- M -gs" <br />A <br />;n <br />91JITE <br />'-0" CLG. <br />lad <br />I sssr <br />ILA <br />c <br />2668 2668 S3 00 <br />S3 <br />ARPET (3) 2x4 #2 SP <br />to <br />AHU , n' 1 <br />V V .8'-0�I I. C C. I <br />4068 B.F. 4068 B.F. TYP 1 <br />TYP @ 1 <br />w/ DTT2Z <br />N <br />CLG_ <br />w 1668 _ R&S = STORY <br />- <br />N <br />STORY <br />a <br />---- --3 <br />�f <br />---- ----- f=nfl ----- ------ <br />R&S u6� R&S <br />r <br />6'-3� <br />0�� 4'-0" <br />-_-f_- - - - 20E 8 <br />HD AT 74" <br />I <br />S3 <br />(3) 2x4 #2 SPF FO ER <br />'IT-4 I <br />w/ DTT2Z TILE I I <br />9'-6" l.LG. I I N <br />'-104" <br />rn <br />8'-3" 1.Lo <br />L. 6 -8„ 7'-1 <br />p <br />I 3068 <br />N <br />m <br />I <br />K <br />o <br />000 <br />I <br />S3 <br />L�_��`�+� <br />LID <br />CAFE I <br />I <br />- <br />t I I <br />BUILDER TO PROVIDE - _ _ _: iv <br />AT I O <br />VAULT. CLG j <br />j I Iw D W I <br />j <br />oo <br />APPLIANCE - _ - - - - - -III <br />- <br />CARPET I <br />► `_ _ J <br />1 <br />W H N <br />PROTECTION WHEN S3 f <br />D <br />4'-0" <br />I I <br />I o <br />I I a <br />I p <br />I <br />2�_g� 0-3 <br />REQUIRED PER FBC I I I I 24"x24" CMU <br />-_� I S3 I NTRY COLUMN w/ <br />BASE <br />) #5 <br />2:12 SLOPE <br />---� <br />I '; <br />� <br />I o <br />I <br />I 3 <br />I I VERTICALS <br />n I SIMPSON HUC410 W/ (18) 1 I GROUT SOLI <br />o <br />CEILING <br />I <br />I <br />I <br />I t <br />I o Z <br />I t T <br />R <br />I <br />LE 0 <br />i <br />co <br />t f I 8 -0 CLG. <br />I I 1!4 x 2 3/4' TITENS & (10) I I (2) 2 x12 SYP. W/ (SEE ELEV. <br />1 10d NAILS (CONNECTION I I HEIGHT) <br />1 1/2' FLITCH TYP. 4x4 P.T. #2 S(P <br />OR <br />1-4f I _ <br />I <br />U 1 FROM BEAM TO CMU I l TO <br />r <br />I <br />I <br />i @ ENTRY POST SIT <br />I WALL) 1 I DIRECTLY I <br />^ <br />1 <br />�J <br />I <br />K <br />S3 <br />1�/� <br />I I I I CENTER W! <br />I <br />L- ; • • • • <br />- <br />2' 6" <br />11 1 20'-78" I I SIMPSON A <br />44 <br />I <br />N <br />I <br />-� oc <br />1 k, <br />I I 1 10 <br />I C0 <br />I I I o <br />I I I <br />1 <br />- - - <br />CL <br />IR =ulBEYOND <br />EDGE OF SLAB 2" Q o <br />WALL <br />OPT. -1 <br />6P <br />19 <br />; ; <br />50 <br />A <br />iv <br />ivLu <br />16 DEEP f <br />DRYER VENT <br />THRU WALL <br />1 I I Oo <br />j <br />M <br />,/ <br />I I <br />2 CAR GARAGE <br />FAMILY R M <br />H NS �NBO C <br />" <br />RCS <br />iw <br />1 I to <br />8'-0"CLG. <br />- <br />4'-8" <br />15'-8$" <br />20'-7$" I I I TYP <br />O <br />GARAGE <br />j l I I OPENING <br />CARPET <br />0 <br />OP <br />. D <br />e <br />K <br />i� <br />p o io <br />co ? <br />is <br />I I I <br />VERIFY LOCATION <br />V-0„ <br />L <br />I <br />- - - - - - - - - - - <br />ELECTRICAL PANEL I o <br />286 <br />CV <br />1111 <br />(�) <br />TYP'@ 1 STORY <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />15'-0" <br />1014 <br />-10" L 2' <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 91/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) -1 3/4" X 71 /4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25J <br />S.H. <br />13 <br />20X38J <br />18JX371 <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />184X624 <br />S.H. <br />16 <br />20X72 <br />18JX71} <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H, <br />11­13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 501 <br />26 x 50 <br />S.N. <br />11­15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37JX26 <br />36JX251/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 } X 37 3/4 <br />S.H. <br />24 <br />37 J X 501 <br />36 J X 50 <br />S.H. <br />25 <br />37 JX 63 <br />36 JX 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 } X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 <br />S. H. <br />34 <br />54 X 50 1 <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 } X 62 } <br />S.H. <br />36 <br />54 X 72 <br />52 J X 71 J <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />FLOOR PLAN - ELEV-Bl_ <br />SCALE: Y4'=V-0" <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or <br />equivalent applied to garage side. <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />Is Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area. <br />R312.2.1 Window Sills <br />In dwelling units, where the top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M 1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />space or other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />CD <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />�F <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED, THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +29.7 / -39.7 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION "B1" <br />LIVING 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION R-VALUE / TYPE <br />EXT CONIC WALL R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />LV <br />N <br />N <br />0- d "a <br />� W <br />L <br />-ono <br />-moo eC=v._.r-0G <br />N <br />1c <br />m d d r3 <br />a. j <br />L <br />0 <br />i <br />'M`CJ Arl N <br />cp <br />< � <br />`'rt dGFE�3i0� <br />�> <br />'f3fllli911 <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineers signature and seal. <br />to <br />Q $ $ 8 <br />04 <br />Vm �' <br />a w _J <br />tri �MCD <br />a @ALL e <br />d <br />-�� a <br />C1 <br />0 <br />Z Lcc � <br />i E � 0 <br />A G <br />I O' <br />W_ pj m <br />04 & IL MZ d r_ <br />Z N U rU <br />W <br />0 <br />J <br />N <br />U) z <br />o <br />X <br />� <br />w <br />0 W <br />L) <br />O W g <br />ur) C y <br />U c <br />LL <br />' r- E <br />c <br />< <br />C11 co <br />o <br />W <br />Z <br />Cl) <br />LL <br />o. <br />o <br />z <br />a <br />E� <br />FT <br />q <br />R� <br />a <br />So <br />o <br />z <br />D E <br />N <br />OQ <br />o <br />wo <br />&1 <br />io <br />¢� <br />mg <br />O <br />•-� rp <br />N C <br />o� <br />F <br />ZLL <br />z <br />Q W <br />~°o <br />Z Z <br />a1 <br />W <br />�LL <br />TW <br />z <br />_ <br />�X <br />a <br />15 <br />°tz <br />cO <br />O <br />>Lo <br />J <br />L' ^J <br />L , <br />rn <br />m <br />c� <br />�+. <br />Q <br />� <br />H <br />N_ <br />J MO <br />M <br />O <br />Y <br />r <br />''^^ <br />U) <br />N <br />M <br />Ln <br />¢I <br />C14 <br />0) <br />N <br />O <br />N <br />LO <br />LU <br />Q <br />l� <br />r <br />LO <br />E <br />IN <br />z° <br />`° <br />Z <br />E 1"' <br />c <br />a. <br />U Q p <br />JOB <br />NO: 22-06465 <br />SCALE : AS NOTED <br />SHEET NO. <br />1 <br />