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WN <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 />L. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />TYP @ 2 STORY <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=2600 PSI <br />H6 <br />(2) - 1 3/4" X 91/4" <br />LVL 2.0E Fb=2600 PSI <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.OE Fb=2600 PSI <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.OE Fb=2600 PSI <br />(2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for <br />R.A.G. 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 />140C <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 />>9'-0" <br />2x6 <br />SYP #2 <br />16" O.C. <br />* IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT <br />CORNERS <br />** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** <br />SEE C/S6 WALL SCHEDULE <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18jX25j <br />S.H. <br />13 <br />20 X 38 j <br />18 J X 371 <br />S.H. <br />14 <br />20 X 50 j <br />18 J X 50 <br />S.H. <br />15 <br />20X63 <br />18JX62' <br />S.H. <br />16 <br />20X72 <br />184X714 <br />S.H. <br />11-12 <br />271/4X26 <br />26X25j <br />S.H. <br />1 H3 <br />27 1/4 X 38 j <br />26 x 371 <br />S.H. <br />1 H4 <br />27 4 X 50 j <br />26 x 50 <br />S.H. <br />1H5 <br />27JX63 <br />26X621/2 <br />S.H. <br />1 H6 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 7 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 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 j X 25 j <br />S.H. <br />33 <br />54 X 38 � <br />52 � X 37 � <br />S.H. <br />34 <br />54 X 501 <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 <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. Openings from a private garage <br />directly into a room used for sleeping purposes shall not be <br />permitted. Door between garage and residence shall be equipped <br />with solid doors not less than 1 3/8" in thickness, solid or <br />honeycomb -core steel doors not less than 1 3/8" thick, or <br />20-minute fire -rated doors. <br />R302.5.2 Duct Penetration. Ducts in the garage and ducts <br />penetrating the walls or ceilings separating the dwelling from the <br />garage shall be constructed of a minimum No. 26 gage (0.48 mm) <br />sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl <br />duct board, or other approved material and shall have no openings <br />into the garage. <br />R302.5.3 Other Penetrations. Penetrations through the separation <br />required in Section R302.6 shall be protected as required by <br />section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated from the dwelling as per the <br />following: <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. Ed. 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, Section R4501.17.1.9 <br />All doors and windows providing direct access from the home to <br />the pool shall be equipped with an exit alarm complying with UL <br />2017 that has a minimum sound pressure rating of 85 db at 10 <br />feet. Any deactivation switch shall be located at least 54 inches <br />above the threshold of the access. Separate alarms are not <br />required for each door or window if sensors wired to a central <br />alarm sound when contact is broken at any opening. <br />M1507.2 Recirculation of Air. <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />recirculated within a residence or to another dwelling unit and shall <br />be exhausted directly to the outdoors. Exhaust air from bathrooms <br />and toilet rooms shall not discharge into an attic, crawl space or <br />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 />AC� <br />+29.7 / -30.8 <br />�B <br />+29.7 / -39.2 <br />�C <br />+28.3 f -30.8 <br />(D <br />+28.3 / -36.4 <br />0 <br />+26.6 / -28.0 <br />�F <br />+26.6 / -32.2 <br />GC� <br />SEE SN SHEET ki-1 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 +34.0 / -44.8 <br />WALL LEGEND <br />�1111111111111111 • <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 "A1" <br />1ST FLOOR LIVING AREA 1793 <br />2ND FLOOR LIVING AREA <br />1103 <br />LIVING TOTAL 2896 <br />GARAGE 437 <br />FRONT ENTRY 26 <br />TOTAL AREA 3359 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT FRAME 2 x 4 <br />R-11/R-13 KRAFT FACED <br />SECOND <br />PLAN <br />Al <br />EXT FRAME 2 x 6 <br />R-19 KRAFT FACED <br />FLOOR <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />I GARAGE SEPARATION JR-11/R-13 KRAFT FACED <br />SCALE: Y4"=1 r-0" (GARAGE / LIVING) <br />i <br />�e������1t�i11�►i d��p/�� "; <br />`off, <br />• <br />s sue.:. <br />®\i. <br />,�e�J ,� <br />d <br />F <br />;F€ S,;, <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />`t <br />Co oo b <br />a <br />pEE <br />N h� <br />m <br />04 <br />J _jM <br />itW <br />v 4 ® <br />2 'fl <br />LL w2 <br />J W W <br />LL J a r,. <br />,d ME <br />w r/1 M <br />aimLLS <br />> .L <br />a cn e' <br />° Lu a0O <br />W Y <br />C) = I— <br />( W <br />W <br />m _co <br />m0t-- <br />SET <br />¢� ¢O <br />J❑nQ2 <br />z <br />N Q M Z <br />U 0 5 g <br />O U <br />❑��❑ <br />W <br />7 C, <br />N O <br />Io N <br />O <br />2 N <br />S� w <br />0a <br />_0 <br />U <br />O <br />V) <br />�un <br />E <br />N <br />gt <br />c) m <br />r- <br />x <br />F <br />ZE <br />V O N <br />Cn <br />• <br />® 0 <br />4m <br />O <br />MN <br />M <br />o <br />w <br />Z <br />c6E <br />f6 <br />wo <br />�0 <br />�o <br />_� <br />oa <br />N <br />t C <br />O E <br />O <br />X U <br />1.8 <br />¢ <br />00 <br />=O U <br />a <br />GV <br />t <br />0 <br />Oz <br />r <br />• rp <br />NU10 <br />v <br />�o <br />o <br />Z� <br />az <br />N <br />o <br />¢z <br />3az <br />z <br />F <br />u Y <br />o <br />co <br />z0 <br />IQ <br />O <br />`� <br />>M <br />J <br />nL1 <br />W <br />c� <br />,.� <br />L.L <br />> <br />r <br />O <br />U <br />m <br />ca <br />1 <br />= <br />d- <br />p <br />T <br />00 <br />10 <br />T� <br />= <br />o _jLO <br />"' NLo <br />r <br />O <br />T <br />� <br />iD <br />m <br />r <br />T <br />co \ <br />'ai CV <br />o <br />Z <br />Z <br />a <br />E 10 <br />E <br />0) <br />ai <br />m <br />C: <br />0 _j <br />Q o <br />JOB <br />NO: <br />20-1124 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.1 <br />