Laserfiche WebLink
A J TYP @ 2 <br />S3 S6 STORY <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />OIL-0 <br />T <br />H.B. <br />TP 00 <br />36" X 60" <br />SHOWER <br />R&S <br />r---------, <br />� VERIFY LOCATION <br />F <br />I <br />7E?�11 <br />` <br />1 ;- <br />�- <br />fD' <br />B � w °' <br />ON <br />N <br />o <br />0 <br />FIBERGLASS <br />I I <br />W.I.C.Nr <br />I I <br />W'-), <br />N ELECTRICAL PANEL <br />TYP <br />I GARAGto <br />0 <br />w <br />' <br />SURROUND <br />a I ,_ ( <br />� I 8 8 FLAT CLG. I <br />2' <br />O <br />BUILDER TO PROVIDE <br />6' <br />OPENII <br />T1 <br />I <br />TB <br />I CARPET ( <br />APPLIANCE PROTECTION <br />�w <br />14'-9" <br />286 8 <br />3'-4 3'-4"' <br />5'-0 <br />I I <br />T-7" <br />WHEN REQUIRED PER FBC 21-4" <br />I 1 <br />1 m <br />OWN E 'S SUITE to <br />cn <br />--- ; <br />0 <br />2 CAR GARAGE <br />I Q <br />I I I '� <br />1 8 1 1 <br />8'-8" LAT CLG. <br />BATE ;1 t�s l � <br />8'-8" FLAT CLG. AFF <br />j 0 1 1 <br />C RPET <br />-0 , <br />2068 B.F. 8 -8 FLAT CLG. a 2668 I <br />IU- <br />1 I 1 1 10 <br />4 <br />_ <br />LINEN TILE'� (3) 2X4 #2 SPF GG I <br />5 SH o o W/ DTT2Z @ S3 I <br />I <br />j W j j �w o <br />I O O 1 1 1 Z iG <br />T <br />00 <br />`~ <br />16" DEEP <br />1 <br />T <br />N <br />iv <br />TYP @ 2 STORY <br />-----R&S <br />T P W PLUMBING LIN <br />°' <br />K <br />I r 1 `(D I l j <br />_ <br />I SECOND FLOOR <br />S3 <br />I I I I <br />HANSON BOX <br />I I <br />1 <br />PD V VCLCG: I� U U @ 36" A.F.F. <br />DRYER VENT <br />+42" SLOPING <br />I I I <br />I I I <br />U <br />Q Q <br />THRU WALL 1---- <br />HALF WALL <br />I I I <br />o ILE Plj D 9 <br />I I I <br />�, <br />00 LAUN.-------J` <br />r <br />(NOTE: FINISH I I <br />oo <br />8'-8" F <br />FLAT CLG. I 8----- 12 <br />0) <br />EDGE OF SLAB 2" <br />WALLS TO BE LUSH. I I <br />LL <br />TILE <br />�----- 1113 <br />BEYOND WALL <br />IVERIFY INFIELD. I I <br />_ 1 <br />_ <br />1 4' SHEL _ _ - - <br />6 <br />4 <br />L------ — — — — „ <br />u� <br />D2 5Iwo <br />15 <br />FC-10 <br />CC <br />S3 <br />(3) 2x4 #2 SPF3 <br />2868 2868 G r 16 <br />w/DTTZ AT BASE <br />N <br />Q <br />S3' - - - - <br />3 = — <br />q _ 2 II H2 <br />iv <br />FOYER <br />H2 <br />PATIO <br />I FLR. G.T. <br />M <br />a�-8" FLAT CLG. I � <br />O <br />16'-42" <br />U <br />4'-0" 5'_8" I' 3'�" 3'-11 <br />19'.. <br />TILE 2'_6' iv <br />O <br />I: <br />Q <br />E <br />ca <br />00 <br />(3) 2X8 #2 SPF W/ <br />O i I O LOW WALL OR <br />���, �„ <br />O <br />I 3 s IN <br />ENTRY <br />u7 <br />1 <br />w/ DTT2Z @BASE oQ <br />z 1 d RAINING PER SPEC. <br />8'-8" FLAT CLG. AFF <br />J 1 J <br />U- <br />_ _ <br />I . -i <br />= <br />HDR AT 7'-4" 111 LAM <br />I a <br />I <br />- - - - - - - - - <br />N <br />FA I LY R M <br />1 I ) <br />f • � � K$T� HLG, <br />I C7 <br />I Q <br />NOTE: FINISHED WALL FLR. G.T. <br />4,_0„ <br />8 8 FLAT CLG. <br />CARPET '-� <br />/''+ <br />CAFE <br />8'-8" FLAT CLG. <br />� � o <br />1 TILE1 <br />1 1 <br />_ I AH <br />I O <br />TO BE FLUSH. VERIFY I <br />FIELD. <br />1 <br />1 <br />�, <br />0o <br />1 <br />CARPET `O <br />� 11 _°�__ - <br />I Imo_-� <br />O <br />o <br />FLEX <br />1 <br />I <br />I <br />00 <br />j 11 I <br />8'-8" FLAT CLG. <br />1 �, <br />I- 11 D.W.I <br />I <br />�5 <br />CARPET <br />Q <br />PANTRY <br />'C14 <br />101-1 <br />w <br />!h <br />I <br />1 <br />0 <br />I `" <br />1> <br />26,_ „ <br />t <br />1 11 �_ �� <br />io <br />4 -6" r <br />F <br />12'-4j" <br />-. <br />10 <br />I LU <br />- 2468 <br />r <br />LO <br />1g <br />24 24 24 <br />. ------ — ---- <br />24 <br />165 EEP <br />I <br />ILL <br />O <br />Iz <br />JJ <br />H.B.. 25-SH <br />A n J TYP @ 2 STORY <br />S3 �-�' S6 <br />22'-3" <br />C <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <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 Cali 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 />20 X 26 <br />18 } X 25 1 <br />S.H. <br />13 <br />20X38J <br />184X37} <br />S.H. <br />14 <br />20 X 501 <br />181 X 50 <br />S.H. <br />15 <br />20X63 <br />18 X62 <br />S.H. <br />16 <br />20 X 72 <br />18 } X 71 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25 <br />S.H. <br />1H3 <br />271/4X38 <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />1H5 <br />271X63 <br />26X621/2 <br />S.H. <br />1H6 <br />27 1 X 72 <br />26 X 71 1/2 <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 J X 37 3/4 <br />S, H. <br />24 <br />37 J X 50 J <br />36 } X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 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 } X 25 } <br />S.H. <br />33 <br />54 X 38 J <br />52 } X 37 i <br />S.H. <br />34 <br />54 X 501 <br />52 } 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 />521 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 />FIRST FLOOR PLAN - ELEV-131 <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. Ed. 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 "D" <br />CA +35.1 / -38.1 ( B ) +35.1_/ -47.0 <br />C +33.5 / -43.8 <br />(E ) +31.4 / -34.4 ( F)+31.4 / -39.6 <br />�G> SEE SN SHEET (.H) SEE SN SHEET <br />ME140 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 +35.1 / -47.0 <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 1113111 <br />FIRST FLOOR LIVING 1793 <br />SECOND FLOOR LIVING 1109 <br />LIVING TOTAL 2902 <br />GARAGE 437 <br />ENTRY 13 <br />TOTAL AREA 3352 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE / TYPE <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 <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFT FACED <br />eh <br />!V <br />O <br />t^V <br />00 <br />= <br />a <br />o <br />0: <br />> <br />CX_ <br />Q <br />u ac <br />c5 <br />Q <br />N <br />— <br />ro <br />� cu = <br />_. <br />2 <br />a: <br />M <br />a <br />N <br />00 <br />o <br />`,``►OSti:ilgdr <br />dd ch <br />rJo <br />'ff4'ri�!l36d,►'le�a1 <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 <br />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 />Engineer's signature and seal. <br />a <br />W <br />Q <br />o 8 N <br />(0 0 <br />°D .► LL <br />0) <br />S <br />U. <br />�aN0 LL a a <br />a Y <br />�LLU- <br />Z <br />L c y4� 0 <br />m <br />I� <br />W <br />QC <br />E- ry (p <br />� < <br />cn k z <br />u, <br />, N Z <br />O ULL <br />❑❑❑ <br />Z <br />W <br />7 <br />z <br />z ^� <br />W <br />Q <br />d N <br />N <br />i� <br />CD a <br />N <br />-J <br />ra <br />w <br />ij— <br />O <br />- <br />w <br />N <br />�N <br />c „ <br />rt3 <br />�- <br />C) ss <br />C <br />Q Y <br />� <br />` • <br />& <br />t <br />w <br />M <br />M <br />O � <br />Z <br />C <br />LPL <br />Qz <br />zo <br />>H <br />E <br />E <br />a= <br />9 <br />I— n7 <br />E <br />U U <br />0z <br />Z <br />c� <br />L <br />(� <br />W <br />N <br />� <br />UUY <br />N <br />J <br />_ <br />Z <br />z <br />� J <br />O <br />a°0 <br />} <br />44z <br />W <br />rn <br />y <br />�i <br />6S• <br />�L <br />N F <br />F„ <br />m <br />� rc <br />it <br />W <br />05 <br />V 3 <br />� � <br />Ln <br />LO <br />L <br />Q <br />CL <br />F— <br />r <br />:3 <br />Cfl <br />Y <br />U <br />CV <br />MT <br />W <br />.2 <br />m <br />") <br />L0 <br />+� <br />O <br />C?� I <br />.Q <br />o <br />ILL. N <br />O <br />O) <br />N <br />Q <br />oo N <br />Crj ^ <br />T <br />ui <br />CAM t j <br />o <br />E <br />E Q <br />u) <br />N <br />E <br />0- <br />U J <br />Q <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />