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3 <br />a <br />rn <br />rn <br />LO <br />v <br />c� <br />a <br />0 <br />0 <br />J <br />In <br />01) <br />I <br />N <br />/ <br />x <br />rn <br />LO <br />tl7 <br />311 <br />CD <br />0 <br />a <br />J <br />m <br />rn <br />N <br />0 <br />I <br />L0 <br />v <br />a <br />Y <br />f-- <br />N <br />d <br />F�- <br />a <br />E <br />s <br />0 <br />N <br />i <br />2 <br />U- <br />E2 <br />U <br />i <br />U <br />'o <br />I <br />i <br />/ <br />0 <br />0 <br />0 <br />r <br />N <br />N <br />N <br />d <br />0 <br />a <br />cc, n" <br />VJ-V <br />55'-10" 8'-6" <br />15'-0" <br />VERIFY METER <br />A LOCATION WITH 3'-0" <br />S3 BUILDER H.B. <br />' <br />I <br />0 <br />36 <br />6" DP. f <br />6" D <br />---- R&S ---- <br />Opp- I <br />VERIFY LOCATION <br />F 1----------- <br />36 <br />I <br />W.H. N ELECTRICAL PANEL <br />I <br />I <br />I <br />K TYP @ <br />INE <br />O <br />S4 GARAGE <br />' <br />OWNER'S SUITE6�- <br />m <br />W.I.C. <br />I <br />BUILDER TO PROVIDE <br />2'-6" <br />APPLIANCE PROTECTION <br />I <br />I <br />I <br />I <br />OPENING <br />! <br />■ <br />8'-0" CLG. <br />r <br />8'-0" CLG.r <br />I <br />WHEN REQUIRED PER FBC <br />I <br />I <br />I <br />I <br />I <br />I <br />CL <br />CARPET - - <br />TILE <br />CARPET - <br />2 CAR GARAGE <br />I <br />I <br />- <br />-- <br />=u <br />I ��, <br />17'-8„ <br />T-8" <br />i <br />8'-0" CLG. s„ <br />20' O8 <br />I I <br />15"I <br />L/8 <br />_ <br />- <br />O�w <br />o> C) <br />w <br />I <br />-- <br />_ <br />_ 1-- <br />2668 <br />I <br />I <br />I <br />I I <br />9&68 <br />HANSON <br />I <br />11-� <br />I 0 l <br />l <br />o <br />BOX @ 36" <br />I <br />EDGE OF SLAB 2" <br />I I Q I <br />I <br />o <br />A.F.F. <br />I <br />I <br />BEYOND WALL a <br />I O 2 I <br />I <br />m <br />rn <br />cq <br />60"x36" <br />DRYER VENT <br />K <br />S3 <br />I w I <br />I <br />N <br />SHOWER <br />THRU ROO <br />I <br />I > I <br />I <br />eo G <br />S3 <br />- <br />(3) 2x4 #2 SPF w/ FIBERG <br />SS <br />I o I <br />I 1 o I <br />I <br />I <br />------- <br />&S <br />N <br />DTT2Z @ BASE SURROUND <br />T <br />0 <br />I f 1 I <br />I o I <br />I <br />TYP @ 1 STORY <br />I <br />PT. W OPT. D <br />5'-115 1 <br />4'-0" 1 <br />_ <br />��? <br />I <br />I <br />3 <br />I/X P (31 <br />NOTE: FINISHED I <br />WALLS TO BE <br />AHU <br />i <br />N <br />L <br />I <br />I FLUSH. VERIFY IN <br />I <br />_ <br />�1 <br />to <br />1 1 FIELD. I <br />I <br />zo <br />0 <br />; <br />ti <br />ILE <br />I <br />- -- ----- <br />L <br />-I <br />F <br />K <br />S3 (3) 2x4 #2 SPF w/ <br />C D <br />3 S3 <br />1 <br />o0 <br />T <br />28 <br />8i <br />DTT2Z @ BASE <br />o <br />? <br />I <br />FAMILY R M <br />R.A.G. <br />CY) <br />2:12 VAULTED CLG. <br />j <br />9'-4" CLG. <br />iD <br />T <br />I CARPET. <br />I <br />9'-4' <br />-T <br />-I-----Ia 3068 <br />CL A <br />L-E-, -- --17 <br />O <br />1 <br />1 <br />NT <br />E RY <br />(D <br />0 <br />Cn <br />23'-8" <br />3'-10" <br />T-8" <br />10'-102" <br />+ <br />6- „ . 4., <br />1 <br />8'-0" CLG. <br />1 <br />HDR AT T-4" <br />------- <br />j <br />- R&S ----- 2668------- 0 <br />--------- <br />R&S <br />2668 T=� ----------- <br />- <br />4'-0" <br />11'-78., <br />6'-10" N <br />4'-7" 8'-8" iv 5'-4" co <br />14'-6" <br />5 4„ ih c� 7,_6„ <br />1 <br />5068 B.F. <br />1 <br />4068 B.F. <br />- <br />1 <br />OPT. <br />REF. <br />o <br />r <br />o <br />I <br />--------------_- <br />-_ <br />- - <br />i- BEDROOM <br />2 `" <br />= <br />N �� to <br />z - <br />o <br />�___________-� <br />1 --`-1�' 1 <br />PATIO CAFE <br />o <br />BCD <br />--- 8'-0' CLG. <br />BEDROOM 3 <br />�� o <br />_ <br />BEDROOM 4 <br />�W <br />�a O <br />Mw <br />o VAULT. CLG. ��/ <br />o o <br />YV O <br />CARPET <br />I <br />8 -0 CLG. <br />; 1 <br />I 8 0 CLG. <br />o <br />00 Ui CARPET <br />rn O � f� I <br />r Q <br />c�i <br />U <br />3L -D24 IB •3 <br />r� <br />CARPET <br />I _ <br />I ILE! 2" <br />CARPET <br />C7 <br />SI'Kw/ <br />ISP <br />to <br />21'-2" <br />2' 10'-4" <br />10'-4i.. <br />2 <br />2'-4' I <br />2'-�" <br />D.Lr-Ci <br />�.-t <br />1 <br />�i I <br />�' <br />1 ao <br />T� <br />E -' <br />rO� <br />Cd I fr <br />TYP 1 - <br />@ in <br />■ <br />C <br />PANT <br />Y <br />w <br />o <br />.- <br />o I <br />o I <br />STORY <br />C? <br />iIf <br />j <br />F <br />cD <br />I FIBERGLASS <br />I <br />A <br />36 <br />3s <br />d <br />,� <br />AC PAD I <br />----- <br />- <br />O O <br />--- <br />5-SH <br />I SURROUND <br />I , <br />/ <br />16" <br />DEEP <br />EEE <br />HB EGRESS <br />EGRESS <br />o <br />A <br />S3 0 <br />29'-8" <br />15'-10" <br />19'-6" <br />65'-0" <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 9 1/4" <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 7 1/4" <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 />20X381 <br />187X37J <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 z <br />S.H. <br />16 <br />20 X 72 <br />18 4 X 714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 <br />S.H. <br />1 H3 <br />27 1/4 X 38 J <br />26 x 371 <br />S.H. <br />1 H4 <br />27 J X 50 i <br />26 x 50 <br />S.H. <br />11-15 <br />271X63 <br />26X621/2 <br />S.H. <br />11-16 <br />271X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 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 />54X38J <br />52JX37J <br />S.H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 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 />TIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />GPnBral Nntes <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 />• 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 />M1507.2 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 />0 <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />DE <br />+26.6 / -29.1 <br />IF <br />+26.6 / -33.5 <br />GO <br />SEE SIN SHEET HC� SEE SN SHEET <br />14.E 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 "A1" <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 20 <br />TOTAL AREA 2372 <br />PATIO <br />INSULATION REQ. <br />23 <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />C" `�In <br />J <br />CD -j <br />r <br />1�, <br />L� i <br />� <br /><00, <br />"ool-> <br />LLI <br />CV <br />0 <br />CV <br />M <br />N <br />N <br />0 <br />°s <br />a <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />H <br />ti <br />F' <br />o E Co <br />p C7 (O r-i# <br />N <br />ao <br />� <br />v <br />N <br />aC6:: <br />I-- ra w a <br />a L CD w <br />rri vYi <br />z <br />Jww <br />Y <br />Z <br />- IY <br />0 <br />L O 0 W <br />W <br />�¢ a <br />Z <br />o -Ja <br />N ClZ -J <br />MW <br />Z <br />C) <br />O U <br />U <br />❑7❑ <br />U <br />0 0 <br />z N <br />z o � <br />J <br />V) <br />z a <br />o <br />O <br />w o <br />U <br />W J <br />f- - E <br />`i <br />S t 6 <br />C) <br />� '•• <br />U o <br />¢ <br />o <br />C.0 <br />w <br />M <br />M <br />w 2 <br />p S <br />z <br />z <br />Q <br />LL <br />E <br />o <br />�� <br />Q <br />E 88WX <br />O <br />z <br />Z <br />oa <br />CX3 <br />XO <br />U <br />06 <br />00 <br />O E <br />N <br />a <br />o <br />0 <br />z <br />03 <br />• c6 <br />GO <br />� <br />m0 <br />F p <br />CO C <br />c <br />OY <br />o <br />Zw <br />Z <br />a� <br />J <br />aw° <br />zz <br />v3 <br />Q 0 <br />Q <br />O 4 <br />U <br />dz <br />w <br />Kg <br />Qo <br />S� <br />aLL <br />�3 <br />o <br />C <br />wJ <br />a <br />� <br />za <br />o3 <br />.o <br />cC:) <br />_ <br />;n <br />LO <br />m <br />0)LO6` <br />QCU <br />CM <br />OM <br />:3 MO <br />� <br />O <br />Y <br />U) <br />m <br />in <br />T <br />O <br />N <br />� <br />-� <br />N <br />M <br />Lr) <br />r <br />Q <br />N <br />T <br />E <br />E M <br />O <br />Z <br />z <br />E O <br />= <br />a <br />E <br />0 0d <br />v <br />o <br />c <br />JOB <br />NO: <br />22-02395 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />