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<br />MARK
<br />HEADER SIZE
<br />REMARKS
<br /><e>(2)
<br />- 2X6 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />(2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
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<br />FLITCH PLATE
<br />(2) - 2X12 #2 SYP W/ 1/2"
<br />FILITCH PLATE
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<br />LVIL 2.01E Fb=2600 PSI
<br />(2) - 2X4 #2 SYP W/ 1/2" Follow QIS4. 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 />I Anr.
<br />EXTERIOR 2ND FLOOR
<br />BEARI G WALL SCHEDULE
<br />HEIGHT
<br />STUD
<br />SPECIES
<br />SPACING
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<br />81-0"
<br />2x4
<br />SYP #2
<br />16" O.C.
<br />SPF #2
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<br />SPF #2
<br />>91-Off
<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 />General Notes
<br />.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 13/8" in thickness, solid or
<br />honeycomb -core steel doors not less than 13/8" 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 R302.1 1, 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. Eld. 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 (1102
<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 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 />('A
<br />\42/
<br />+29.7 -30.8
<br />QD�
<br />+29.7 / -39.2
<br />+28.3 -30.8
<br />+28.3 / -36.4
<br />+26.6 -28.0
<br />+26.6 / -32.2
<br />SEE SN SHEET SEE SN SHEET
<br />9 ; 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 />WALLLEGEND
<br />11111111111 MASONRY HGT. @ 8'-8" A.F.F.
<br />TYP. 2x FRAME WALL
<br />1� I � 171717171717 1 - I 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 "All
<br />1ST FLOOR LIVING AREA 1880
<br />2ND FLOOR LIVING AREA 1375
<br />LIVING TOTAL 3255
<br />GARAGE 679
<br />ENTRY 36
<br />TOTAL AREA 3970
<br />I 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 />SECOND FLOOR PLAN - ELEV-A
<br />CONDITIONED CEILING
<br />R-30 BLOWN -IN
<br />(INSTALL BAFFELS AT EAVE)
<br />GARAGE SEPARATION -r-1
<br />(GARAGE / LIVING)
<br />1 /R-1 3 KRAFT FACED
<br />I
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<br />ROFES
<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications oontained within these
<br />drawings oomply with the 2017 Florida Building Code -
<br />Residential 6th Edition. Engineers signature and sea] is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />LENNAR
<br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE AS NOTED
<br />DATE 11/2/2018
<br />TECH: KFRAZER
<br />VERSION NO - 42
<br />SHEET NO.
<br />1.2
<br />
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