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3 <br />CO <br />l <br />N <br />0 <br />0 <br />J <br />M <br />CID <br />N <br />M <br />M <br />LO <br />L0 <br />Q <br />0 <br />CID <br />N <br />I <br />N <br />r[ <br />LO <br />42 <br />v <br />01 <br />r <br />O <br />C+ <br />ie <br />3 <br />N <br />N <br />/ <br />a <br />>_ <br />0 <br />J <br />rl <br />0 <br />C <br />0 <br />J <br />LZ <br />N <br />0 <br />M <br />a <br />0 <br />CL <br />0 <br />M <br />0 <br />W <br />0 <br />m <br />v <br />r- - - - - - - - - - - - - - - - - - - - - <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />L- - - - - - - - - - - - - _. - - - - - - <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 />140C <br />REV 10.1.20 CAB <br />EXTERIOR 2ND FLOOR <br />BEARING WALL SCHEDULE <br />HEIGHT <br />STUD <br />SPECIES <br />SPACING <br />SPF #2 <br />8'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />9'-0" <br />2x4 <br />SYP #2 <br />16" O.C. <br />SPF #2 <br />2x6 <br />SYP #2 <br />16" O.C. <br />* WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT <br />EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE <br />STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS <br />@ 12" O.C.* <br />THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR <br />FINISH <br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. <br />REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** <br />WINDOW SCHEDULE <br />SIZE <br />R.O, CMU <br />(Flange) <br />R.Q. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />184X254 <br />S.H. <br />13 <br />20X38J <br />184X37i <br />S.H. <br />14 <br />20 X 50 J <br />18 4 X 50 <br />S.H. <br />15 <br />20X63 <br />18JX624 <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />1 H2 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />11­13 <br />271/4X38J <br />26x371 <br />S.H. <br />1 H4 <br />27 4 X 50 i <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26X621/2 <br />S.H. <br />11.16 <br />27 4 X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 X 251 /2 <br />S.H. <br />23 <br />37 � X 38 � <br />36 4 X 37 3/4 <br />S.H. <br />24 <br />37JX50$ <br />36JX50 <br />S.H. <br />25 <br />37 J X 63 <br />36 4 X 621 /2 <br />S.H. <br />26 <br />37 J X 72 <br />36 7 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 J X 25 i <br />S.H. <br />33 <br />54 X 38 a <br />52 J X 371 <br />S.H. <br />34 <br />54 X 50 8 <br />52 4 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <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 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 />® <br />+29.7 / -32.2 <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />�D <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />O <br />+26.6 / -33.5 <br />GO <br />SEE SN SHEET �H SEE SN SHEET <br />14.0 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 />1711111111111 MASONRY HGT.-@ 8'-8" A.F.F. <br />MASONRY HGT. @ 9'4" A.F.F. <br />TYP. 2x FRAME WALL <br />171 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 "A1" <br />FIRST FLOOR LIVING 1816 <br />SECOND FLOOR LIVING 1510 <br />LIVING TOTAL 3326 <br />GARAGE 453 <br />ENTRY 37 <br />TOTAL AREA 3816 <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 />SECOND <br />FLOOR <br />PLAN <br />EXT FRAME 2 x <br />R-1KRAFT FACED <br />ELEV-Al <br />CONDITIONED CEILING <br />I <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />SCALE: )/4"=1 '-0" (GARAGE / LIVING) <br />M <br />c�a <br />c►a <br />iL3o <br />V r< <br />LL <br />a C-) <br />= cC_.)N <br />Q <br />aLL x <br />eu- ® - <br />CV <br />H O U <br />Q r' N � <br />ze _' W <br />o> Q <br />w�3 co <br />a�i c <br />= E, <br />eo 0 <br />CD <br />M <br />0 <br />N <br />C?�' <br />ci ° <br />� <br />r o <br />P E 350° <br />tie ; <br />i <br />°h <br />°I <br />{ J� <br />�Fr'`a€3eit� <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 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 />N <br />W <br />a <br />0 E S N <br />8 <br />N <br />0 <br /># , <br />a <br />J LL U_ a Y <br />13Z <br />Z <br />O O <br />t6 <br />r- @ 0 Q ```$��� <br />♦2' <br />_ <br />5 'm N. 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