Laserfiche WebLink
0 <br />0 <br />00 -V <br />56'-0" 2'4" <br />22'-3" 33'-9" <br />10 <br />A T <br />( TYP @ 2 STORY <br />H.B. 25-SH <br />Io > <br />1 OPT. REF. 5-SH 10 0 <br />AC PAD AC PAD - n--- 2, - - -zi---zz<- 16" DEEP i� co <br />� <br />S9 :. s 10 <br />- w IW <br />- 246$ - <br />26'-32" - co 11'-62 ' 4'-6" p 12'4j„ Iz <br />i <br />FLEX <br />! PANT czn I <br />= 1 <br />r � c ., • 8'-8" FLAT CLG. � I g <br />ih O N j 5-SH CARPET N I <br />T I <br />j II D.W. I t <br />16" DEEP I <br />00 <br />�TN I J <br />22 <br />CAFE I- -� O I <br />4'-0" $'-8" FLAT CLG. ` z NOTE: FINISHED <br />FA I LY RM 1-01 �_ KITCHEN, E 1 HU 0 WALLS TO BE FLUSH. <br />8' 8" FLAT CLG. CARPET I "'I 8'-8 FLAT'CLG. R VERIFY IN FIELD. FLR_G.T. <br />CARPET - TILE <br />° HDR AT 7-4T' <br />0 <br />00 <br />PATIO 1 (3) 2X8 #2 SPF W/ z Q I LOW WALL OR � 'I <br />0 w/ DTT2Z @BASE ZI m I RAINING PER SPEC. O�o�O , 306 rn I <br />co O cOn - 16' 4 4i_0. 5'_8" d T-4 3'-11 " <br />o I <br />CD <br />I I 00 <br />FOYER _ <br />2'-0" 2' d , <br />LO <br />FLR. G.T. 1 8'-8^FLAT CLG. M <br />TILE • N <br />o - 2- - - S <br />- <br />I <br />3_ .- - _ <br />- 2868 2868' S3 Q 16 6� 0 D <br />15 co CC S3 <br />O Cl) 1'-4" 5 <br />cn_ <br />5 -- -- -- oo S3 <br />� 6 14 N <br />N D2 N ---- -- -- - <br />AUN. r- "7 13 INOTE: FINISHEDI I <br />O 8'-8" FLAT CLG. 8 12 r `EDGE OF SLAB 2" i WALLS TO BE I LUSH. I I <br />-J TILE ----- 1 --- BEYOND WALL I VERIFY IN FIELD. - I I <br />c0 T <br />IL N p 9 _ <br />I WIRE r-- HAN$ N B 10 <br />SHELFI�- + 36" A.F.F. --_ <br />0 8'-8" FLA I-\ DRYER VENT - 42 SLOPING I I I <br />in TILE 14 L) I � THRU WALL HALF WALL <br />G rK <br />O W N E I S SUITE C! TP ` �P I D DTT2Z #2BA SEW/ S3 3) 2X4SPF <br />)+ <br />2 CAR GARAGE <br />T 8'-8" LAT CLG. @ 2 STORY 8'-8" FLAT CLG. AFF <br />C RPET R&SI IJII II g 1 1 <br />0 1 6" DEEP PLUMBING LINE TO o I I <br />N " " " SECOND FLOOR GG I H ¢ I I <br />LINEN S3 I w I I <br />H. <br />2068 B.F. IO BATH d 2668 ' i I w <br />8'-8" FLAT CLGi IX j I 0 I I <br />TILE <br />0 <br />3 -4' 3 4" 5'-0" <br />o I cA o coo <br />21'-4" I T I I <br />7. 7, I I - <br />- 8 �$ - - <br />I 286� _ I � /� � I BUILDER TO PROVIDE I f TYP @ 1 <br />V V. I, C, I 2 6 APPLIANCE PROTECTION I GARAGE 1 <br />fn I I WHEN REQUIRED PER FBC I OPENING <br />wIXCl? - - 36" X 60" I 8'-8" FLAT CLG. I O I I I <br />OL, Iz SHOWER I CARPET I I K I I <br />N 0 Mb� -- 00 o I I W. VERIFY LOCATION I I <br />w �) ELECTRICAL PANEL I I I <br />� T -- N FIBERGLASS L---------- J N - <br />I I SURROUND R&S <br />- ENTRY <br />8'-8" FLAT CLG. / <br />- c <br />O N <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H 1 <br />(2) - 2X6 #2 SYP W/ 112" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 112" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />- - <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />H5 <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" - <br />- <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 />- - - <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 />- <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 />20 X 38 <br />18 2 X 37 <br />S.H. <br />14 <br />20 X 50 <br />18 } X 50 <br />S. H. <br />15 <br />20X63 <br />S.H. <br />16 <br />20 X 72 <br />-184X8271 <br />18 J X 714 <br />S. H. <br />1 H2 <br />27 114 X 26 <br />26 X 25 J <br />S.H. <br />11-13 <br />271/4X388 <br />26x37 <br />S.H. <br />1 H4 <br />11-15 <br />27 J X 50 J <br />26 x 50 <br />S.H. <br />27JX63 <br />26X62112 <br />S.H. <br />11­16 <br />274X72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 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 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 Z X 62 112 <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 />73 } WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 254 <br />S. H. <br />33 <br />54 X 38 J <br />521 X 37 <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 } X 62 4 <br />S. H. <br />36 <br />54 X 72 <br />40 X 59 <br />52 3 X 71 J <br />S. H. <br />S.H. <br />39X59 <br />N/A <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 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 />OA <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 />OF <br />+26.6 / -33.5 <br />O <br />SEE SN SHEET HO SEE SN SHEET <br />40 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 />MASONRY HGT. @ 8'-8" A.F.F. <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 />VERIFY METER +H.B3'-0" _ <br />3 S6 STORY2 LOCATION WITH - BUILDER AREA TABULATION "All' <br />FIRST FLOOR LIVING 1793 <br />_ 56-058'-0" t�20" <br />SECOND FLOOR LIVING 1103 <br />- _ - - - - - - -- - LIVING TOTAL 2896 <br />GARAGE 437 <br />ENTRY 26 <br />TOTAL AREA 3359 <br />PATIO 24 <br />FIRST FLOOR PLAN <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 />ELEV-Al <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />SCALE: %4"=1 '-0" (GARAGE / LIVING) <br />C- <br />c�.+c <br />0M <br />za :� <br />U <br />7 LLS <br />O <br />CD <br />S= <br />p N x <br />N � <br />N C1 CS <br />Q, <br />a. e- F <br />a= .- <br />CJ <br />iss y CD <br />61 o <br />CC <br />C <br />� <br />O <br />ry u <br />lili!litp?y';\/t(rrittr� <br />�..•�� 1�M1�I! J.� ell�'0 <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 />Flonda 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 />rV <br />v EEo <br />o <br />fir! <br />O N <br />s <br />«�. 00 cc <br />CZ <br />i Q <br />MLL <br />��LL LL w <br />f 'k v$vA V <br />Z <br />o <br />J 0, Y <br />�M <br />' <br />W2rnrn <br />E;° <br />8 m <br />ILN <br />00 N O Q J <br />co <br />J O <br />.�. W <br />❑ ❑ <br />CD <br />z <br />J <br />r <br />N(DIM <br />z <br />� o <br />o a <br />U <br />0 <br />w g <br />L � <br />Ln <br />M <br />-S <br />n r <br />E� <br />v <br />z <br />E o <br />00 <br />ss <br />°� <br />_CLoa <br />CDa= <br />E <br />va <br />a <br />z <br />cV <br />`o <br />¢w <br />ZC/)� <br />w <br />> <br />Wa <br />Cn <br />CD <br />CID� <br />aF <br />OIL <br />aU <br />' <br />F <br />U <br />S <br />C <br />J <br />> Ln <br />L I I (A' <br />LO <br />O <br />m <br />.--� <br />Q <br />c� <br />O <br />co <br />O <br />Y <br />U) o <br />N <br />M <br />Cal <br />LO <br />O <br />C <br />72co <br />V / <br />0 N <br />00 <br />LO <br />00 <br />rn N <br />cfl <br />00 04 <br />o <br />cEo <br />O <br />N 00z <br />z <br />E <br />� <br />`m <br />E <br />O <br />0 J <br />o <br />Q 0 <br />c <br />C <br />J <br />JOB <br />NO: <br />22-09414 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.0 <br />