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6111 <br />J TYP @ 2 STORY D <br />S6 0 S3 <br />25-SH <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />H.B. <br />I <br />I <br />I <br />I <br />= <br />CC <br />FIBERGLASS <br />SURROUND <br />I <br />ILL:m <br />IO <br />' o2 <br />EGRESS <br />5-SH 16" DEEP <br />IPA TR W <br />8" uJ <br />FLACL'B - <br />VERIFY <br />\-) <br />G ELECTRI <br />In" <br />OCATION <br />AL PANEL NP' <br />K <br />F-------- <br />21 <br />- <br />11 <br />pi I <br />p I <br />1`1 - <br />8'-8'1 F IT C G Z rn <br />-- - - <br />z io <br />GG <br />S3 <br />= PLUMBING <br />-- In LINE TO <br />SECOND <br />x ALL FLOOR <br />I <br />I <br />I <br />I <br />I <br />I I 1 <br />I I I W <br />I I I O <br />I I 1 0 <br />I I I« <br />Ip <br />co <br />d{ <br />- <br />_- . -.._- <br />= <br />o <br />N <br />- J N <br />d <br />PLUMB <br />TYP @ 2 STORY LINE TIING 6 WALL <br />O <br />SECOND <br />J FLOOR Y <br />S6 ih <br />2668 <br />HDR AT 7_-4 <br />BEDROOM 6 <br />" <br />8 -8 FLAT CLG. <br />CARPET <br />3"X3" P.L. 1.8E <br />W/ HTT4 @ BASE <br />868rS.C; 2 <br />H2 <br />EDGE OF SLAB 2" <br />- <br />-� BEYOND WALL <br />I <br />--� I W/O <br />UPLIFT 3O4'-0" <br />ce( <br />I <br />CAR GARAGE <br />8'-8" FLAT CLG. AFF I O <br />1 8 <br />I p <br />I <br />I H XI <br />I U.1 <br />I � <br />I <br />; ; ;� <br />I I 10 <br />► 1 Iz <br />I I 1 <br />I I <br />I- J <br />III ICC <br />II <br />I I <br />I I <br />4 <br />co <br />_ <br />-; <br />`I <br />--- <br />.3 - ,oCID <br />- I <br />-4 3'-0" 2 -2 <br />PATIO " <br />14 40 <br />;---- '�' <br />26'-4' ' 1!­1 <br />- <br />N <br />I <br />i <br />CAFE <br />� � 8-8 FLAT CLG. <br />- U) " <br />E <br />zo O CARPET <br />w I BUILDER TO PROVIDE <br />21'-8" 1 <br />1 <br />CMU COLUMN BAS <br />w/ 4 SIDED TAPERED <br />WOOD COLUMN, <br />SEE 1/3.1 (TYP.) <br />4 <br />� <br />F <br />- rr <br />8 <br />1 --- - <br />ALA CL <br />� <br />___ ...-_ <br />NK /DISfP <br />_ <br />1- <br />__ <br />i <br />I <br />_ __' <br />I <br />H <br />_ I <br />t � <br />_.-_1 <br />�I <br />APPLIANCE <br />PROTECTION WHEN <br />REQUIRED PER FBC <br />2' 6" <br />O <br />I I <br />I NOTE: FINISHED 1 <br />I WALLS TO BE FLUSH. I <br />I I <br />VERIFY INFIELD. <br />L----------- <br />T <br />S <br />D.W. 0 0 <br />s------------�II <br />4 <br />6-10' <br />4-1 <br />" <br />19'-102" <br />a'4' <br />2'-3' <br />3'-72' <br />i <br />I <br />F'OYER I ENTRY <br />B-8"FLAT CLG. 8'-8" FLAT CLG. AFF <br />O <br />6-0 -01� ' <br />cYo <br />^iV <br />a <br />N <br />HALF WALL G <br />I <br />HDR AT 7'-4" <br />1 <br />A rn <br />O M <br />= <br />FAMILY R M <br />8'-8" FLAT CLG. <br />CARPET <br />- <br />co III <br />a' <br />3' 'X3 }" P.L. 1.8E <br />W1 HTT4 @ BASE <br />- - <br />GG H2 <br />S3 <br />STOR. <br />= <br />- - - <br />FLEX <br />WIN <br />2 <br />4"x4" PT SYP #2 POST w/ <br />SIMPSON ABU44 OR USP <br />PAU44 w/ 5/8" A.T.R. EPDXY <br />'- <br />_ - <br />abONE- CLG. <br />5 4 - - - <br />w/ 12" MIN. EMBEDMENT <br />(TYP. 2 COL.) <br />-_ coII <br />-T I I - - - - <br />-- - <br />c <br />T <br />8'-8" FLAT CLG. <br />CARPET <br />u� O <br />M <br />a <br />F <br />PAD AC PAD <br />. <br />GG <br />S3 �:, <br />----- <br />GG <br />S3 <br />+42"SLOPING <br />NIL. J <br />TYP @ 2 STORY <br />J <br />S6 <br />� <br />bo <br />- <br />AC <br />HALF WALL <br />H.B. <br />TYP @ 2 STORY J <br />S6 <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 />18}X25 <br />S.H. <br />13 <br />20 X 38 J <br />18 J X 37 J <br />S.H. <br />14 <br />20 X 501 <br />18 4 X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 X 62 } <br />S.H. <br />16 <br />20X72 <br />18 X71} <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 } <br />S.H. <br />11-13 <br />271/4X38 <br />26x371 <br />S.H. <br />1H4 <br />27JX50J <br />26x50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 112 <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 50 J <br />36 J X 50 <br />S.H. <br />25 <br />37 4 X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 X 25 <br />S.H. <br />33 <br />54 X 38'J <br />52 4 X 37 J <br />S.H. <br />34 <br />54 X 50 J <br />52 } X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 } X 71 } <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 />FIRST FLOOR PLAN - ELEV-Al <br />SCALE: Y4"=1'-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 />• 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 flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />�A <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />�D <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />Q <br />SEE SN SHEET OH SEE SN SHEET <br />'14 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 1 <br />+29.7 / -39.7 <br />WALL LEGEND <br />111111111116M, <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 "Al" <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1768 <br />LIVING TOTAL 3092 <br />GARAGE 496 <br />ENTRY 55 <br />TOTAL AREA 3643 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <br />EXT CONIC 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 <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />L%A <br />c.r <br />C= <br />N <br />N c <br />Cd v := <br />d -zr <br />CL_ > �+ <br />LLJ Q� o <br />N L' <br />tq y O A <br />Q N N 9JC <br />d, <br />'co <br />CD <br />c <br />iv y w <br />cc: .� T <br />c E <br />K+ <br />o <br />a � <br />o�'elei.iff°�'C.f:!! <br />ti <br />tz <br />r• <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 <br />slgnature and seel. <br />N <br />a g <br />E <br />04 <br />04 <br />0 <br />�rCNi0 t "6 <br />�ILLU_ 5 LL a <br />UJ <br />a <br />Z <br />�� o <br />_gam_ <br />Nm <br />W <br />W�pjO' m <br />w <br />LL z Co 0 <br />Z 00 <br />N <br />6U ti <br />= <br />W 00 <br />M <br />V <br />Z Q®N <br />z popi <br />Q <br />J <br />2 <br />M <br />V) <br />•U <br />0 W <br />ILA <br />L <br />= <br />U <br />• <br />t <br />w <br />M <br />o i <br />55 <br />aa� <br />= <br />aEdo <br />O <br />►t6 <br />C <br />0 O V <br />oa <br />Z <br />E_ <br />ron3 <br />��gLL <br />M ° <br />ZN� <br />3 <br />° <br />U <br />Wa <br />U <br />Nw <br />01� <br />v <br />1, 3 <br />0 <br />C C:)LO <br />LO <br />cc <br />Q <br />MO <br />M <br />Y <br />0 0 <br />N <br />M <br />m <br />to <br />al <br />NINNNIII <br />0 <br />N <br />N <br />O <br />00 <br />Lin <br />M <br />Q C') <br />�-- <br />m <br />y <br />o <br />Z <br />E r iu <br />EL <br />U _ ¢ p <br />JOB <br />NO: 22-06470 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.0 <br />