Laserfiche WebLink
21'-5" <br />A <br />0 <br />35-SH <br />16-3" <br />a a <br />\ � i (� <br />NW S .N <br />30'- <br />\ -0" L N <br />9 CAFE <br />4'- FAMILY ROOM VAULT. CLG. <br />VAULT. CLG. CARPET <br />CARPET <br />o <br />PATIO <br />ap O \�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />I <br />LO <br />2:12E� I <br />I <br />I I F <br />I' <br />I � <br />9'-0" T-8" 2'-8" 4'-3" 6-10" T-7" <br />I <br />V-758G DRYER VENT <br />TH RU ROOF - <br />I� H 1 00 I -� <br />_ t LI - - - II- - - - - - - - <br />o ===-------- <br />_4s <br />. - <br />I <br />= <br />S-J I- <br />NIa w <br />(4) 2x4 #2 SYP D I D.W. o o <br />STUDS W/ USP I <br />2+ ra a <br />HTT4@ BASE S3 <br />8, INK "� - <br />O <br />A <br />o I. <br />N I <br />OWNER'S I - �!CI CH N- I <br />P NTRY iv ! -- <br />SUITE -I �_ !,FLAT LEI l 1 - <br />8'-0" FLAT CLG. _ =w RA G <br />I a � � TILiE i <br />CARPET Y tno f T CLG. I 1 <br />`t ca �Tf Le -.. _ 9 �v x - 20 9 __ 1 <br />TYP @ 1 STORY T <br />I 5-SH � --- ----- �_ � <br />" oo <br />s A <br />4 <br />T S3 60" X 36" R&S <br />SHOWER <br />I O 8'-3 „ rN, X-8j„ <br />FIBERGLASS, <br />SURROUND <br />w � 4068 B.F. <br />2668 I I I �, <br />I II I - <br />-- - -1 - <br />-------R&S ---� -- 2668 <br />B,�4_ H <br />W.I.C. <br />00 8'-0" FLAT CLG. I - ._. 80 <br />CARPET _ <br />BEDROOM 2 <br />8'-0" FLAT CLG. <br />i� <br />AC PAD CARPET _ - _ ' - � <br />- - - - - - - - - - - - -- -- <br />R&S T 4-SH _ _ T _ EGRESS <br />25-SH <br />H.B. A O <br />-10" <br />H. <br />ENTRY <br />8'-0" FLAT CLG. <br />OPT. D I I bPT. <br />HANSON BOX @ <br />36" A.F.F., <br />FIBERGLASS EDGE OF SLAB 2" <br />SURROUND I BEYOND WALL <br />2-CAR GARAGE <br />S3 8'-0" FLAT CLG. <br />5.1 <br />I <br />TH- <br />-0"-�1_AT GL-O: <br />TILE/ ! III I %K� <br />HAL 2668 <br />914" FLAT CLG. <br />_CARPET <br />_01, <br />I <br />W/ (3) #5'S E.W. <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I � <br />I � <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />L - - - - - - - - - --JJI <br />R&S <br />4068 B.F. <br />,u <br />U1 <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 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 />20 X 26 <br />18 J X 25 <br />S.H. <br />13 <br />20X38J <br />18JX37J <br />S.H. <br />14 <br />20 X 501 <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 } X 62 J <br />S.H. <br />16 <br />20X72 <br />18JX71} <br />S.H. <br />11-12 <br />271/4X26 <br />26X25} <br />S.H. <br />11-13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 J X 50 1 <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27 JX 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37JX26 <br />36}X251/2 <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 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 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />734 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 } <br />S. H. <br />33 <br />54 X 38 IJ <br />52 X 37 J <br />S.H. <br />34 <br />54 X 501 <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 />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 classi 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 Table 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 />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 />rA <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 />DE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />�G <br />SEE SN SHEET �H 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 />00 4-SH <br />00 <br />N 2'-4" <br />� <br />1 <br />11'-10" <br />X-0" 9'-84„ 1 <br />WALL LEG E N D <br />BEDROOM 4 <br />j <br />8'-0" FLAT CLG. <br />U <br />w = <br />CARPET I <br />w U) O <br />MASONRY HGT. @ 8'-0" A.F.F. <br />I <br />TYP. 2x FRAME WALL <br />cl <br />a2 <br />..lJ <br />a <br />cc <br />00 <br />I <br />I <br />o> <br />BEDROOM <br />INTERIOR BEARING WALL <br />8'-0" FLAT CLG. <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />1 <br />I <br />CARPET <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />I <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />EGRESS <br />SYSTEM <br />25-SH <br />O <br />AREA TA B U LAT I O N <br />1ST FLOOR LIVING AREA 1817 <br />LIVING TOTAL 1817 <br />7'-10" <br />20'-8" <br />GARAGE 427 <br />FRONT ENTRY 32 <br />TOTAL AREA 2276 <br />FLOOR PLAN - ELEV- B 1 <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-1KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />SCALE: V4"-1'-0" <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />�R-11/R-13 KRAFT FACED <br />N <br />0 <br />N <br />CO <br />N <br />0 <br />`No pE78750 •; <br />� � � y . Y► <br />u <br />Of <br />¢6 ��` � �Trr• 7► <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />a <br />9 <br />g8 <br />N g <br />FAF <br />O0 <br />o <br />L <br />2 S. <br />toCg <br />0 <br />,dV <br />au <br />nVU-N 0 <br />a�U.LLI <br />aWJLLWl <br />13 <br />ZWZow <br />0 <br />t <br />°a <br />W�; <br />mo m^Mz a <br />d <br />LVZ <br />' <br />cat <br />W <br />ooa <br />z <br />z � <br />Z � <br />J <br />too <br />Z <br />+-J <br />•J <br />N <br />w <br />O <br />W s <br />awlL <br />a <br />r_ <br />C <br />fli <br />Cl) <br />E <br />25 <br />�a <br />o <br />a <br />N 8 <br />~ `O CL <br />�o <br />o <br />wa <br />�,) <br />z <br />C11 <br />g <br />0 <br />• ro <br />Co C <br />� <br />0 <br />i <br /><< Z <br />z <br />y=: J <br />v) <br />v=i <br />�a' <br />r <br />S, <br />a`�i � <br />o <br />Wa <br />wLL <br />Tw <br />t� w <br />0�� <br />3 <br />O <br />= <br />120 <br />L.1n <br />cy <br />CDcy <br />c <br />J <br />CN <br />�> <br />CN <br />m <br />� <br />A\ <br />W <br />r <br />Cit <br />Qi <br />= N <br />Lo <br />oo <br />ui <br />� N <br />M <br />(V <br />cM <br />y <br />o <br />z <br />z <br />E OCIS <br />E <br />0- <br />U _J <br />Q p <br />JOB <br />NO: <br />21-2028 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />