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3 <br />TYP @ 1 STORY <br />A <br />S3 <br />54'-0" <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />\� <br />= <br />VERIFY LOCATION I `;' <br />- - - - - - - - - - - <br />ELECTRICAL PANEL <br />I W <br />o <br />- <br />- 1---�--I <br />\\ <br />J-- <br />w <br />��XrLG <br />K <br />-_'- <br />TIE <br />15'-88' <br />5'-0-'-' <br />- <br />- _ <br />OPT. <br />- <br />- <br />OP , W <br />cO <br />I TYP <br />20'-7a' I I @ GARAGE <br />o <br />OPENING <br />FAMILY R M <br />DYE <br />VuT <br />T <br />2 CAR GARAGE I <br />_ <br />VAULT CLG. <br />, <br />8'-0" CLG. I 1 1 0 <br />u� <br />CARPET <br />5-SH <br />HANSON BOX <br />I I 10 <br />pp <br />I I l p <br />M <br />7 <br />- -QPT� -1 <br />L.N <br />16" DEEP <br />@ 36" A.F.F. <br />I I I oQ <br />I 1-------- <br />REF. <br />L.- _ J <br />15 <br />a <br />- AN N'- SW <br />LG. "J <br />C_° <br />I ►= 1 1 W <br />I ICi I I O 4 <br />19 <br />00 <br />--0'-0" <br />I <br />C. <br />2 -- <br />EDGE OF SLAB 2" I 1 1 > <br />BEYOND WALL 1 I I O <br />2" 2'16" <br />I <br />I <br />I <br />- 20'-7g' I I I co <br />i <br />2'' <br />T <br />K <br />N <br />1 <br />j ( I I 24"x24" CMU <br />I <br />HUC410 W/ 18 I I COLUMN <br />BASE <br />) <br />C- -i <br />, I <br />KI <br />` <br />4 <br />2:12� <br />I I <br />I <br />l i <br />I I a <br />o <br />oa <br />9-6 <br />CL <br />S3 <br />00 <br />/ 1 I SIMPSON EORT GALS <br />I I (2) 2 x12 SYP. W/ GROUT SOLI <br />1 1 I 1/4" x 2 3/4" TITENS & 10 <br />1 1 I) i i 1/2" FLITCH TYP. HEIGHTEV. <br />/ I I 10d NAILS (CONNECTION <br />U I I FROM BEAM TO CMU I I @ENTRY 4x4 P.T.)#2 SYP <br />�" I POST TO SIT <br />OR <br />1 <br />4'-0" CEILING <br />I <br />I <br />I <br />I <br />- <br />O <br />2'"8" <br />I WALL) I I <br />i¢ J I I I ENTRY DIRECTLY <br />I O <br />�- <br />- -CENTER W N <br />I (0 <br />I I <br />m <br />- <br />-- <br />O <br />I S3 I I 8'-0" CLG. SIMPSON A <br />BUILDER TO PROVIDE 11 <br />U44 <br />PATIO <br />I <br />I I� <br />111 D.W. <br />1 <br />I <br />1 <br />CH. <br />iv <br />APPLIANCE S3 L ---------- o <br />PROTECTION WHEN <br />REQUIRED PER FBC - <br />CAFE <br />C=�J X -i <br />0 <br />.. <br />o <br />O 00 <br />VAULT. CLGI I <br />d <br />K <br />iO <br />CARPET <br />17'-11g" I <br />8 -3 <br />S3 <br />3068 I I <br />-104 6' 8 7'-1 " ' <br />N <br />i � <br />q <br />�/ <br />(3) 2x4 #2 SPF FOYER -, <br />1 <br />"' <br />w/ DTT2Z 9'-6" LG. -TILE I I <br />6,_��� <br />G <br />I I <br />H_D_ A_T_T-4" <br />0.. 4�_0,11 <br />---k 2�8 <br />4 <br />- •� - - - - <br />TYP @ 1 <br />_ <br />- <br />^N <br />-------.-� -� --� - <br />--- R&S ----- =o w -- - - R&S <br />ma ' -------------- <br />STORY <br />i `~ <br />W I C. <br />_ <br />`n`r° z 1668 R&S N TYP @ 1 <br />S3 <br />I (3) 2x4 #2 SPF _ <br />DTT2Z <br />N AHU I 8'-0" CLG. I <br />4068 B.F. 4068 B.F. STORY <br />I - <br />T <br />w/ <br />I �� CARPET <br />8'_2� <br />2668 0 2668 A °.^Q <br />8'_0, 2'-4"4,_2" 3�_74" 8--Q" S3 <br />OWNER'S <br />I 0 <br />LO <br />BEDROOM ` <br />M <br />-1 <br />SUITE N <br />1 <br />5-SH o 1 <br />N <br />8'-0" CLG. <br />BEDROOM 2 � a <br />E <br />8'-0" CLG. <br />16" DEEP <br />CARPET <br />- - Nw <br />�, <br />A fn C,,, <br />_63 <br />CARPET <br />LIN N C - _ <br />B.F. - - <br />R o 8'-0" CLG. <br />_ CARPET <br />rn <br />N w cb <br />I <br />° <br />60"x36" <br />68 SHOWER <br />�� <br />0" LG. in <br />I E- <br />r <br />15'-8g" ^ <br />- 81_ TILE 1 3 0" in <br />2" <br />T <br />10,E l 5' <br />i <br />I BERGLAS <br />_ <br />URROUN <br />AC PAD <br />11 <br />F BERGLASS <br />S RROUND <br />iv <br />'o o <br />I <br />N <br />H.B. <br />TYP @ 1 STORY <br />A <br />S3 <br />25-SH <br />EGRESS <br />O <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 71/4" <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 />18JX25i <br />S.H. <br />13 <br />20 X 381 <br />184 X 371 <br />S.H. <br />14 <br />20 X 501 <br />18 } X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 J X 62 J <br />S.H. <br />16 <br />20X72 <br />18JX71} <br />S.H. <br />11-12 <br />271/4X26 <br />26X254 <br />S.H. <br />11­13 <br />271/4X38J <br />26x371 <br />S.H. <br />i H4 <br />274 X 501 <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11-16 <br />27 J X 72 <br />26 X 71 112 <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 1 <br />36 J X 50 <br />S.H. <br />25 <br />37JX63 <br />36JX621/2 <br />S.H. <br />26 <br />37JX72 <br />364X711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 } X 25 } <br />S.H. <br />33 <br />54 X 381 <br />52 } X 371 <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 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 />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />!S�.H. <br />. <br />FLOOR PLAN - ELEV-B1 <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 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 />�A <br />+29.7 / -32.2 <br />+29.7 / -39.7 <br />© <br />+28.3 / -30.8 <br />OD <br />+28.3 / -37.0 <br />Q <br />+26.6 / -29.1 <br />Q <br />+26.6 / -33.5 <br />GC� <br />SEE SN SHEET SEE SN SHEET <br />"�t�Q 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 1113111 <br />LIVING 1555 <br />LIVING TOTAL 1555 <br />GARAGE 408 <br />FRONT ENTRY 42 <br />TOTAL AREA 2005 <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 R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />c.a <br />N <br />N <br />d <br />i--- <br />o <br />o¢C' c <br />C_.: N <br />- m u <br />N C LA_ C1 <br />cm <br />0 v CN <br />N Cm J <br />�C.4 <br />CL <br />C, <br />u. <br />3 <br />w W .4',r <br />u as <br />�".. <br />CD <br />.k cz T, <br />N C.�'� <br />c <br />A G <br />G. O <br />n <br />.,``,�, <br />•.(�,t�S�it,�i'iFtF�ffttrl�i <br />r�; <br />U <br />J <br />=: <br />G• F <br />4* <br />us <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 Florida Building Code - <br />Residential <br />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 />0) <br />W11- <br />E <br />OO 8 <br />= <br />(A 0 <br />N <br />a <br />°k <br />LL <br />Z <br />LL <br />=rn a <br />W <br />YAgm_ o <br />m <br />W <br />LL Z <br />rF°'°' <br />N Cl) <br />Z <br />OU <br />W <br />❑❑ <br />CD <br />z <br />N <br />z <br />Q <br />o4-1 <br />� <br />$ <br />W <br />U <br />W $ <br />�0 <br />v I <br />v N <br />[_!, N <br />1v <br />w <br />C) <br />Q 04 C, <br />04 <br />M <br />J <br />o <br />Q <br />a <br />Z <br />C <br />&44448 <br />S&X <br />L <br />g <br />�o <br />=3 ro <br />` <br />J <br />o <br />'D <br />O <br />ZI4 <br />a <br />� <br />.2 C:) <br />�L <br />rn <br />0 <br />Q <br />F- <br />N <br />J O <br />0 <br />(%) m <br />Im <br />LL 0 <br />¢I <br />�-+ <br />0 <br />(V <br />(M <br />o <br />O <br />-) <br />T <br />U ) <br />T- <br />T� <br />E <br />C N <br />G <br />z <br />E r <br />w <br />C <br />a0 <br />_J <br />a p Co <br />� <br />JOB <br />NO: <br />22-08311 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1 <br />A <br />