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O. BATH <br />MIRROR <br />I <br />rrI <br />oc <br />0 oc <br />1 i l l.i Q 00 <br />I I � t_ v o I <br />BATHROOM 2 <br />VARIES, 2" LESS THAN <br />CABINETS BELOW <br />MIRROR <br />VARIES <br />I <br />O. BATH <br />III i <br />I � I <br />I <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD n 0- <br />KITCHEN <br />NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION <br />GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS <br />SHWR. SHWR. <br />CURTAIN HEAD <br />ROD n 0- <br />24" TOWEL BAR <br />TOWEL BAR IN <br />w <br />ON WALL ABOVE <br />TUB OR SHWR. <br />TOILET TOWEL BAR <br />/ <br />ON BATHROOM WALL <br />MEDICINE <br />CABINET <br />60 <br />(1 <br />VALVES®® <br />F TOILET 4 <br />SOAP <br />PAPER fD <br />OISH �J <br />I HOLDER <br />v <br />0 C <br />�-�- <br />Z zd <br />4 <br />O 7 N 7 <br />Q <br />Cl) <br />MMN <br />LTOUJB <br />FIN. FLR. <br />BATHROOMS. SHOWERS AND TUBS <br />DOUBLE <br />RODS <br />SINGLE <br />ROD <br />CLOSETS LAUNDRY <br />VARIES PER <br />FLR. PLAN <br />TYPICAL HEADER HGT. <br />KITCHEN <br />42" H UPPER <br />CABINETS <br />36" H UPPER <br />CABINETS <br />16" FOR LINEN 30" H UPPER <br />12" FOR PANTRY CABINETS <br />OVERHANGS THAT <br />EXCEED 12" MAY <br />REQUIRE A SUPPORT <br />BRACKET 36" H BASE <br />rQ FINISHED CABINETS <br />255 COUNTER TOP 30" H BASE D <br />R CABINETS o 00 <br />to <br />U_ <br />i <br />U) <br />° 0 2X <br />a 9 � � FRAMING $ o b <br />M <br />1/2" GYP N " N iv <br />? BOARD <br />X FIN. FLR. _ <br />SHELVING ISLAND COUNTER CABINET BLOCKING <br />Y <br />e <br />0 <br />r <br />[N <br />I ALT I <br />I AC PAD I 1 <br />L = ==J <br />J <br />S6 <br />TYP. @ <br />2-STORY <br />• <br />1'-4"X1'-4" "L" <br />SHAPE CMU <br />COLUMN <br />10'-4" <br />TYP. @ J <br />O2-STORY Si <br />35 SH <br />■ <br />DINING <br />8'-8" FLAT CLG. <br />CARPET <br />GREAT RM <br />8'-8" FLAT CLG. <br />CARPET <br />■ <br />4'4" 2'4" <br />A = 1/2 WALL <br />NOR RAILING <br />PER SPECS <br />FLOOR G.T. <br />' III lJf'� I I I <br />OPEN I I <br />TO ABV. I I 4 <br />-�--- - <br />• STUX4 #Z - <br />LDS V1'>i U§ P <br />HTT116 @i, BASE <br />l=oYLR <br />8'-8" TLAEIICLG.- - <br />I I <br />I I D o <br />I I 10 <br />fM I <br />12"x12" CMU w/ (4) <br />U') #5 VERTICAL <br />ENTRY <br />8'-8" FLAT CLG <br />AFF <br />V-4" <br />7 4' . V-4" <br />- - - - - - - - - - - - - <br />- ■I LANAI ■ <br />8'-8" FLAT CLG. A.F.F. <br />9'-8" <br />I I <br />I I <br />I I <br />I of <br />I 6068 SGD I HB <br />• ■ ■ •' ■ <br />BRKF T. <br />8'-8" FLAT CLG. <br />TILE i <br />00 <br />i L <br />2068 = <br />lN BF, LO <br />II p 6'-6` 13, 0 <br />141 <br />I IL - -J --i -=- <br />I a W ■ <br />11" a III' C7 I O <br />o �I z <br />II o 3;L T 0 <br />I� <br />1 <br />II 8" FLA%CL <br />1 <br />TILE <br />W . � 11, <br />8'-4" I „ I 1 3' 'm 01 51.47 <br />• <br />. <br />.:'���` <br />^llLr�.__'_!�!'�1lY=�� <br />J�t.lfC-_ <br />I!�"`'L�ar-i�i• �'� =ar.�r <br />0 <br />4'-5" 6'4" <br />Q BUILDER TO PROVIDE <br />S4 APPLIANCE PROTECTION <br />C WHEN REQUIRED PER FBC <br />S3 H1 <br />W/ USP LSTA 8 STRAPS <br />(CENTERED) EACH SIDE <br />- I OF WALL TO FLOOR J <br />o TRUSS ABOVE @ 16" O.C. S6 <br />WU_ <br />m GARAGE TYP' @ C, <br />LU <br />8'-8" FLAT CLG. A.F.F. 2-STORY <br />OQW <br />Z 5.LL <br />--------------------- <br />r---------- - o <br />I I S3 LO <br />I I TYP. @ <br />FLOOR G.T. I SINGLE <br />- - - - - - STORY <br />j 8"x16" CMU COLUMN j <br />I W/ 6"x12" ABOVE I <br />INTERGRATED INTO K HB <br />WALL W/ (2) #5 TYP @ <br />I VERTICAL I <br />GARAGE- <br />--------------------- <br />16 70 OVERHEAD DOOR <br />0 <br />Lb 0" 4' 8" b" 1'-4" 16-0" <br />11 <br />6'4" 18'-8" <br />25' <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />O +29.7 / -32.2 © +29.7 / -39.7 <br />© +28.3 / -30.8 �D +28.3 / -37.0 <br />DE +26.6 / -29.1 (�F +26.6 / -33.5 <br />Q SEE SN SHEET Q 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 1 +29.7 / -39.7 <br />WINDOW SCHEDULE <br />R.O. CMU R.O. FRAME <br />SIZE (Flange) (Fin) TYPE <br />12 20 X 26 18 2 X 251 S.H. <br />13 20X38 182X37 S.H. <br />14 20X50 182X50 S.H. <br />15 20 X 63 18 X 62 2 S.H. <br />16 20X72 182X712 S.H. <br />1H2 27 1/4 X 26 --- 26X251 S.H. - <br />� <br />1H3 271/4X3826x374 S.H. <br />1 H4 271 X 50 26 x 50 S.H. <br />1 H5 27 X 63 26 X 62 1/2 `^ S.H. <br />1H6 27aX72 26X711/2 S.H. <br />22 37 J X 26 36 2 X 25 1/2 S.H. <br />23'A 37 a X 38 36 X 37 3/4 S.H. <br />24 37 J X 501 36 2 X 50 S. H. <br />25 37 X 63 36 2 X 62 1/2 S.H. <br />26 37 q X 72 36 2 X 71 112 S.H. <br />DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. <br />32 54 X 26 52 2 X 25 2 S.H. <br />33 54 X 38 52 2 X 37 S.H. <br />34 54 X 50 a 52 2 X 50 S.H. <br />35 54 X 63 52 2 X 62 2 S. H. <br />36 54 X 72 52 2 X 71 2 S.H. <br />39X59 40 X 59 N/A S.H. <br />DOUBLE 39X59 79 X 59 - N/A S.H. <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H1 (2) - 2X6 #2 SYP W/ 1/2" -- -- <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 (2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />e <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 (2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />RAG FLITCH PLATE 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 />FIRST FLOOR PLAN - A <br />SCALE: %4"=V-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 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 />• 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 112" 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 <br />o s and toilet e 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <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 />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />eat <br />crJ L <br />N L., J <br />3 LU <br />,- 2 <br />u CU <br />cc r c , <br />to 1 L <br />� N <br />d - <br />Y It "' <br />�. CL .:71 <br />R, o <br />;VvN <br />VN <br />c. <br />r7 <br />/iefll�f;'Ila� �• <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 71h 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 />fN <br />W v E <br />a p N 8 's <br />V .Nm C <br />0 �- <br />M <br />IQ1� C J IJ. w <br />V J11LL a. <br />Z C m a_ Y <br />W ot0� <br />W (zi m <br />coIL Z Q J <br />ZN OU <br />W ❑ ❑ <br />N1l <br />T ClJ LL <br />LLI <br />U a .� <br />O� p� <br />^ LL 8 <br />t! / Ly N <br />N .- <br />LU M <br />T L 8 A <br />1- Co <br />s� <br />r- <br />o n <br />C13 T <br />M 0 <br />_JJ <br />Q= a <br />a o "0 �® <br />tl a� o� <br />n <br />0 <br />N N o il <br />�0. <br />wm GW <br />�N <br />F� Z� <br />a <br />W � �w <br />g Q� �o <br />� zla U i <br />�O = <br />L17 <br />Crn <br />WIT <br />�o <br />c� <br />(0 T_ O <br />T_ T <br />Cr r <br />V J U <br />s N <br />L0 <br />CO -0 N O <br />(0 C14 <br />T Q ^ r <br />o <br />E E � y n Z <br />Z E O N <br />C C <br />Il U Q p J <br />JOB NO: 22-08303 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />GARAGE- <br />--------------------- <br />16 70 OVERHEAD DOOR <br />0 <br />Lb 0" 4' 8" b" 1'-4" 16-0" <br />11 <br />6'4" 18'-8" <br />25' <br />OPENING PRESSURES <br />ENCLOSED-EXPOSURE"C" <br />O +29.7 / -32.2 © +29.7 / -39.7 <br />© +28.3 / -30.8 �D +28.3 / -37.0 <br />DE +26.6 / -29.1 (�F +26.6 / -33.5 <br />Q SEE SN SHEET Q 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 1 +29.7 / -39.7 <br />WINDOW SCHEDULE <br />R.O. CMU R.O. FRAME <br />SIZE (Flange) (Fin) TYPE <br />12 20 X 26 18 2 X 251 S.H. <br />13 20X38 182X37 S.H. <br />14 20X50 182X50 S.H. <br />15 20 X 63 18 X 62 2 S.H. <br />16 20X72 182X712 S.H. <br />1H2 27 1/4 X 26 --- 26X251 S.H. - <br />� <br />1H3 271/4X3826x374 S.H. <br />1 H4 271 X 50 26 x 50 S.H. <br />1 H5 27 X 63 26 X 62 1/2 `^ S.H. <br />1H6 27aX72 26X711/2 S.H. <br />22 37 J X 26 36 2 X 25 1/2 S.H. <br />23'A 37 a X 38 36 X 37 3/4 S.H. <br />24 37 J X 501 36 2 X 50 S. H. <br />25 37 X 63 36 2 X 62 1/2 S.H. <br />26 37 q X 72 36 2 X 71 112 S.H. <br />DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. <br />32 54 X 26 52 2 X 25 2 S.H. <br />33 54 X 38 52 2 X 37 S.H. <br />34 54 X 50 a 52 2 X 50 S.H. <br />35 54 X 63 52 2 X 62 2 S. H. <br />36 54 X 72 52 2 X 71 2 S.H. <br />39X59 40 X 59 N/A S.H. <br />DOUBLE 39X59 79 X 59 - N/A S.H. <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H1 (2) - 2X6 #2 SYP W/ 1/2" -- -- <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 (2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />e <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 (2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />RAG FLITCH PLATE 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 />FIRST FLOOR PLAN - A <br />SCALE: %4"=V-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 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 />• 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 112" 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 <br />o s and toilet e 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <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 />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />eat <br />crJ L <br />N L., J <br />3 LU <br />,- 2 <br />u CU <br />cc r c , <br />to 1 L <br />� N <br />d - <br />Y It "' <br />�. CL .:71 <br />R, o <br />;VvN <br />VN <br />c. <br />r7 <br />/iefll�f;'Ila� �• <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 71h 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 />fN <br />W v E <br />a p N 8 's <br />V .Nm C <br />0 �- <br />M <br />IQ1� C J IJ. w <br />V J11LL a. <br />Z C m a_ Y <br />W ot0� <br />W (zi m <br />coIL Z Q J <br />ZN OU <br />W ❑ ❑ <br />N1l <br />T ClJ LL <br />LLI <br />U a .� <br />O� p� <br />^ LL 8 <br />t! / Ly N <br />N .- <br />LU M <br />T L 8 A <br />1- Co <br />s� <br />r- <br />o n <br />C13 T <br />M 0 <br />_JJ <br />Q= a <br />a o "0 �® <br />tl a� o� <br />n <br />0 <br />N N o il <br />�0. <br />wm GW <br />�N <br />F� Z� <br />a <br />W � �w <br />g Q� �o <br />� zla U i <br />�O = <br />L17 <br />Crn <br />WIT <br />�o <br />c� <br />(0 T_ O <br />T_ T <br />Cr r <br />V J U <br />s N <br />L0 <br />CO -0 N O <br />(0 C14 <br />T Q ^ r <br />o <br />E E � y n Z <br />Z E O N <br />C C <br />Il U Q p J <br />JOB NO: 22-08303 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />WINDOW SCHEDULE <br />R.O. CMU R.O. FRAME <br />SIZE (Flange) (Fin) TYPE <br />12 20 X 26 18 2 X 251 S.H. <br />13 20X38 182X37 S.H. <br />14 20X50 182X50 S.H. <br />15 20 X 63 18 X 62 2 S.H. <br />16 20X72 182X712 S.H. <br />1H2 27 1/4 X 26 --- 26X251 S.H. - <br />� <br />1H3 271/4X3826x374 S.H. <br />1 H4 271 X 50 26 x 50 S.H. <br />1 H5 27 X 63 26 X 62 1/2 `^ S.H. <br />1H6 27aX72 26X711/2 S.H. <br />22 37 J X 26 36 2 X 25 1/2 S.H. <br />23'A 37 a X 38 36 X 37 3/4 S.H. <br />24 37 J X 501 36 2 X 50 S. H. <br />25 37 X 63 36 2 X 62 1/2 S.H. <br />26 37 q X 72 36 2 X 71 112 S.H. <br />DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. <br />32 54 X 26 52 2 X 25 2 S.H. <br />33 54 X 38 52 2 X 37 S.H. <br />34 54 X 50 a 52 2 X 50 S.H. <br />35 54 X 63 52 2 X 62 2 S. H. <br />36 54 X 72 52 2 X 71 2 S.H. <br />39X59 40 X 59 N/A S.H. <br />DOUBLE 39X59 79 X 59 - N/A S.H. <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H1 (2) - 2X6 #2 SYP W/ 1/2" -- -- <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 (2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />e <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 (2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />RAG FLITCH PLATE 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 />FIRST FLOOR PLAN - A <br />SCALE: %4"=V-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 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 />• 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 112" 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 <br />o s and toilet e 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <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 />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />eat <br />crJ L <br />N L., J <br />3 LU <br />,- 2 <br />u CU <br />cc r c , <br />to 1 L <br />� N <br />d - <br />Y It "' <br />�. CL .:71 <br />R, o <br />;VvN <br />VN <br />c. <br />r7 <br />/iefll�f;'Ila� �• <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 71h 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 />fN <br />W v E <br />a p N 8 's <br />V .Nm C <br />0 �- <br />M <br />IQ1� C J IJ. w <br />V J11LL a. <br />Z C m a_ Y <br />W ot0� <br />W (zi m <br />coIL Z Q J <br />ZN OU <br />W ❑ ❑ <br />N1l <br />T ClJ LL <br />LLI <br />U a .� <br />O� p� <br />^ LL 8 <br />t! / Ly N <br />N .- <br />LU M <br />T L 8 A <br />1- Co <br />s� <br />r- <br />o n <br />C13 T <br />M 0 <br />_JJ <br />Q= a <br />a o "0 �® <br />tl a� o� <br />n <br />0 <br />N N o il <br />�0. <br />wm GW <br />�N <br />F� Z� <br />a <br />W � �w <br />g Q� �o <br />� zla U i <br />�O = <br />L17 <br />Crn <br />WIT <br />�o <br />c� <br />(0 T_ O <br />T_ T <br />Cr r <br />V J U <br />s N <br />L0 <br />CO -0 N O <br />(0 C14 <br />T Q ^ r <br />o <br />E E � y n Z <br />Z E O N <br />C C <br />Il U Q p J <br />JOB NO: 22-08303 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />HEADER SCHEDULE <br />MARK HEADER SIZE REMARKS <br />H1 (2) - 2X6 #2 SYP W/ 1/2" -- -- <br />FLITCH PLATE <br />H2 (2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 (2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 (2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 (2) - 1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 (2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />e <br />(2) -1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 (2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />RAG FLITCH PLATE 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 />FIRST FLOOR PLAN - A <br />SCALE: %4"=V-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 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 />• 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 112" 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 <br />o s and toilet e 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <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 />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />eat <br />crJ L <br />N L., J <br />3 LU <br />,- 2 <br />u CU <br />cc r c , <br />to 1 L <br />� N <br />d - <br />Y It "' <br />�. CL .:71 <br />R, o <br />;VvN <br />VN <br />c. <br />r7 <br />/iefll�f;'Ila� �• <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 71h 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 />fN <br />W v E <br />a p N 8 's <br />V .Nm C <br />0 �- <br />M <br />IQ1� C J IJ. w <br />V J11LL a. <br />Z C m a_ Y <br />W ot0� <br />W (zi m <br />coIL Z Q J <br />ZN OU <br />W ❑ ❑ <br />N1l <br />T ClJ LL <br />LLI <br />U a .� <br />O� p� <br />^ LL 8 <br />t! / Ly N <br />N .- <br />LU M <br />T L 8 A <br />1- Co <br />s� <br />r- <br />o n <br />C13 T <br />M 0 <br />_JJ <br />Q= a <br />a o "0 �® <br />tl a� o� <br />n <br />0 <br />N N o il <br />�0. <br />wm GW <br />�N <br />F� Z� <br />a <br />W � �w <br />g Q� �o <br />� zla U i <br />�O = <br />L17 <br />Crn <br />WIT <br />�o <br />c� <br />(0 T_ O <br />T_ T <br />Cr r <br />V J U <br />s N <br />L0 <br />CO -0 N O <br />(0 C14 <br />T Q ^ r <br />o <br />E E � y n Z <br />Z E O N <br />C C <br />Il U Q p J <br />JOB NO: 22-08303 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />FIRST FLOOR PLAN - A <br />SCALE: %4"=V-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 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 />• 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 112" 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 <br />o s and toilet e 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 />WALL LEGEND <br />MASONRY HGT. @ 8'-8" A.F.F. <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR <br />BEARING ONLY" ARE FLOOR SYSTEM <br />SUPPORTING ONLY AND REQUIRES NO <br />UPLIFT CONNECTORS TO FLOOR SYSTEM <br />AREA TABULATION <br />FIRST LIVING 728 S.F. <br />SECOND LIVING 1036 S.F. <br />TOTAL LIVING 1764 S.F. <br />LANAI 60 S.F. <br />GARAGE 379 S.F. <br />ENTRY 62 S.F. <br />TOTAL SQ. FT. 2265 S.F. <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 />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />eat <br />crJ L <br />N L., J <br />3 LU <br />,- 2 <br />u CU <br />cc r c , <br />to 1 L <br />� N <br />d - <br />Y It "' <br />�. CL .:71 <br />R, o <br />;VvN <br />VN <br />c. <br />r7 <br />/iefll�f;'Ila� �• <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 71h 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 />fN <br />W v E <br />a p N 8 's <br />V .Nm C <br />0 �- <br />M <br />IQ1� C J IJ. w <br />V J11LL a. <br />Z C m a_ Y <br />W ot0� <br />W (zi m <br />coIL Z Q J <br />ZN OU <br />W ❑ ❑ <br />N1l <br />T ClJ LL <br />LLI <br />U a .� <br />O� p� <br />^ LL 8 <br />t! / Ly N <br />N .- <br />LU M <br />T L 8 A <br />1- Co <br />s� <br />r- <br />o n <br />C13 T <br />M 0 <br />_JJ <br />Q= a <br />a o "0 �® <br />tl a� o� <br />n <br />0 <br />N N o il <br />�0. <br />wm GW <br />�N <br />F� Z� <br />a <br />W � �w <br />g Q� �o <br />� zla U i <br />�O = <br />L17 <br />Crn <br />WIT <br />�o <br />c� <br />(0 T_ O <br />T_ T <br />Cr r <br />V J U <br />s N <br />L0 <br />CO -0 N O <br />(0 C14 <br />T Q ^ r <br />o <br />E E � y n Z <br />Z E O N <br />C C <br />Il U Q p J <br />JOB NO: 22-08303 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />