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<br />10"
<br />HEADER SCHEDULE
<br />MARK
<br />HEADER SIZE
<br />REMARKS
<br />(2) - 2X6 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br />(2) - 2X8 #2 SYP W/ 1/2"
<br />FLITCH PLATE
<br /><@>(2)
<br />- 2X1 0 #2 SYP W/ 112"
<br />I FLITCH PLATE
<br />(2) - 2X 12 #2 SYP W1 1/2"
<br />FLITCH PLATE
<br />(2) - 13/4" X 11 1/4 LVL
<br />2.OE Fb=2950
<br />(2) - 13/4" X 9 1/4"
<br />LVL 2.OE Fb=2950
<br />(2) - 13/4" X 16"
<br />LVL 2.OE Fb=2950
<br />(2) - 13/4" X 7 1/4"
<br />LVL 2.OE Fb=2950
<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 />WINDOW SCHEDULE
<br />SIZE
<br />R.O. CMU
<br />(Flange)
<br />R.O. FRAME
<br />(Fin)
<br />TYPE
<br />12
<br />20X26
<br />18 JX 25 j
<br />S.H.
<br />13
<br />20 X 38,2
<br />18 j X 37 j
<br />S.H.
<br />14
<br />20 X 50 1
<br />18JX50
<br />S.H.
<br />15
<br />20 X 63
<br />18 X 62
<br />S.H.
<br />16
<br />20 X 72
<br />18 X 71
<br />S.H.
<br />J32
<br />27 114 X 26
<br />26X25J
<br />S.H.
<br />J33
<br />27 1/4 X 381
<br />NIA
<br />S.H.
<br />j 34
<br />27 1 X 50 1
<br />N/A
<br />S.H.
<br />J33
<br />N/A
<br />26 x 37
<br />S.H.
<br />j 34
<br />N/A
<br />26x5O
<br />S.H.
<br />J35
<br />27JX63
<br />26 X 62 1/2
<br />S.H.
<br />22
<br />37JX26
<br />36 j X 25 1/2
<br />S.H.
<br />23
<br />37JX38i
<br />36 1 X 37 3/4
<br />S.H.
<br />24
<br />37JX501
<br />36 j X 50
<br />S.H.
<br />25
<br />37JX63
<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
<br />WIDE
<br />75"TALL
<br />73JWIDE
<br />S.H.
<br />32
<br />54 X 26
<br />52 X 25
<br />S.H.
<br />33
<br />54 X 38 j
<br />52 X 37
<br />S.H.
<br />34
<br />54 X 501
<br />52 1 X 50
<br />S.H.
<br />35
<br />54 X 63
<br />52 X 62
<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 />S.H.
<br />DOUBLE 39X59
<br />79 X 59
<br />NIA
<br />S.H.
<br />r4anarnl nntac
<br />R302.5 Dwelling/Garage Opening/Penetration Protection.
<br />• Openings from a private garage directly into a room used
<br />for sleeping purposes shall not be permitted. Door between
<br />garage and residence shall be equipped with solid doors
<br />not less than 1 3/8" in thickness, solid or honeycomb -core
<br />steel doors not less than 13/8" thick, or 20-minute
<br />fire -rated doors, equipped with self -closing device.
<br />• Duct Penetration. Ducts in the garage and ducts
<br />penetrating the walls or ceilings separating the dwelling
<br />from the garage shall be constructed of a minimum No. 26
<br />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 have no openings into the garage.
<br />• Other penetrations 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.
<br />or 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
<br />Less 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
<br />applied to the interior side of exterior walls that are within
<br />this area.
<br />R302.7 Under -Stair Protection.
<br />Enclosed accessible space under a stairway shall be
<br />protected with 1/2" gypsum board.
<br />R312.2.1 Window Sills.
<br />In dwelling units, where the opening of an operable window is
<br />located more than 72 inches above the finished grade or
<br />surface below, the lowest part of the clear opening of the
<br />window shall be a minimum of 24 inches above the finished
<br />floor of the room in which the window is located. Operable
<br />sections of windows shall not permit openings that allow a
<br />4-inch-diameter sphere where such openings are located
<br />within 24 inches of the finished floor.
<br />Chapter 45 Private Swiming Pools, Section R4501.17.1.9
<br />All doors and windows providing direct access from the home
<br />to the pool shall be equipped with an exit alarm complying with
<br />UL 2017 that has a minimum sound pressure rating of 85 db a
<br />at 10 feet. Any deactivation switch shall be located at least 54
<br />inches above the threshold of the access. Separate alarms are
<br />not required for each door or window if sensors wired to a
<br />central alarm sound when contact is broken at any opening.
<br />M 1507.2 Recirculation of Air.
<br />recirculated 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,
<br />crawl space or other areas inside the building.
<br />OPENING PRESSURES
<br />ENCLOSED - EXPOSURE "C"
<br />+27.6/-29.9 +27.6/-36.9
<br />+26.4 / -28.7 (b)l +26.4 / -34.3
<br />UE +24.8 / -27.1 UF +24.8 / -31.1
<br />( " SEE SIN SHT. SEE SN SHT.
<br />A)
<br />'___�SEE PLAN 145 MPH�
<br />NOTE: WIND SPEED INDICATED ABOVE
<br />SEE PLAN IS AN "ULTIMATE" WIND SPEED. THE
<br />WIND PRESSURES LISTED ABOVE ARE
<br />TRUSS__X� ALLOWABLE PRESSURES
<br />A
<br />2 x 4 #2 SYP P.T. CONT W/ 1/4" WALLLEGEND
<br />DIA TAPCONS AT 16" 0,C. W/ 1
<br />1/2" EMBEDMENT CENTERED SEE LINTEL PLAN
<br />ON UNDERSIDE OF LINTEL 11 111111111111111111 MASONRY HGT. @ V-4"A.F.F.
<br />1) A 4n Q= 4 a- r% r,
<br />x �W_
<br />W/ (3) 16d TOEN)
<br />TOP & BOTI
<br />2 x 4 BLOCKING
<br />MID.
<br />SEE F
<br />PL
<br />CLOSURE WALL
<br />SCALE: 3/4" = V-0"
<br />SHEATHING
<br />ATTACHED PER
<br />NAILING SCHEDULE
<br />NOTE: DOOR'S TO BE
<br />INSTALLED WITHIN
<br />FRAMING UNDERNEATH
<br />BLOCKING - NO HEADER
<br />REQUIRED.
<br />2 x 4 #2 SYP P.T. CONT
<br />W/ 1/4" TAPCONS AT
<br />16" O.C. W/ 1 112" M IN.
<br />EMBEDMENT
<br />'EE FOUNDATION PLAN
<br />TYP. 2x FRAME WALL
<br />LL;��� BEARING WALL
<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 1936
<br />LIVING TOTAL 1936
<br />GARAGE 416
<br />FRONT ENTRY 20
<br />TOTALAREA 2372
<br />INSULATION REQ.
<br />LOCATION R-VALUE / TYPE
<br />EXT CONC WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-1 1/R-1 3 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-1 1/R-1 3 KRAFT FACED
<br />(GARAGE I LIVING)
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code 5th Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE AS NOTED
<br />DATE 2/24/2014
<br />TECH: ERAND
<br />VERSION No' 10
<br />SHEET NO.
<br />1.0
<br />�_z
<br />1 6 ;1 , 1.11 � J� _ �[
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