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GENERAL NOTES
<br />1, AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE
<br />GROUTED SOLID TO TIE BEAM.
<br />2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT
<br />INCLUDING ABV, MASONRY OPENINGS. U.N.O.
<br />3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL
<br />RECESSED LINTELS TO HAVE MIN, 8" BEARING EA, END
<br />4. *LINTEL MINIMUM DEPTHS ARE CALLED OUT, IF CONTRACTOR
<br />INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN,
<br />DOING THIS INCREASES THE STRENGTH OF THE LINTEL.
<br />5. ( *) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK
<br />AS A MIN. 32" FOR THE LOAD CONDITIONS, ANY LINTEL GREATER
<br />THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
<br />ADEQUATE FOR THE LOADS.
<br />TYPE DESIGNATIO
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<br />GENERAL INSTALLATION NOTE
<br />F = FILLED WITH
<br />1
<br /><5 REBAR AT TOP
<br />GROUT i U = JNFILLE D
<br />2.
<br />MIN. (1) R Q'D
<br />R = RECESSED
<br />3,
<br />• 1.1/2"
<br />4. maximum 3r8" aggregate and 8" to 11" slump
<br />4.
<br />CLEAR
<br />QTY, OF a5
<br />5 REBAR AT BOTTOM
<br />MIN, (1) REQ'D
<br />vertical cell reinforcing and grouting.
<br />REBAR @ BOTTOM
<br />5.
<br />7-,
<br />OF LINTEL CAVITY
<br />F
<br />Prestressing strand per ASTM A416 grade
<br />6,
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<br />792" diameter wire stirrups are welded to the bottom steel for mechanical anchorage,
<br />7 wire per ASTM A510
<br />8.
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<br />8, Mortar per ASTM C270 type M or S.
<br />GROUT
<br />NOMINAL QUANTITY OF
<br />9.
<br />'
<br />WIDTH #5 REBAR AT
<br />R
<br />10.
<br />95 REBAR AT
<br />T
<br />11.
<br />BOTTOM OF
<br />NOM INA:
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<br />o LINTEL CAVITY
<br />HEIGHT
<br />BOTTOM REINFORCING
<br />12.
<br />PROVIDED IN LINTE_
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<br />7.516 "ACTUAL (VARIES)
<br />MATERIALS
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<br />GENERAL INSTALLATION NOTE
<br />1, fc precast lintels = 3500 psi
<br />1
<br />Provide full mortar head and bed joints.
<br />2, fc prestressed lintels = 6000 psi.
<br />2.
<br />Shore filled lintels as required
<br />3. grouted per ASTM C476 fg = 3000 psi wr
<br />3,
<br />Installation of lintel must comply with the architectural and of structural drawings.
<br />4. maximum 3r8" aggregate and 8" to 11" slump
<br />4.
<br />U- Lintels are manufactured with 5.1.2" long notches at the ends to accommodate
<br />5. Concrete masonry units (CMU) per ASTM C90 w,r
<br />5 REBAR AT BOTTOM
<br />MIN, (1) REQ'D
<br />vertical cell reinforcing and grouting.
<br />minimum net area compressive strength = 1900 psi,
<br />5.
<br />All lintels meet or exceed L380 vertical deflection, except lintels 174" and
<br />6. Reber per ASTM A615 Grade 60
<br />longer with a nominal height of 8" meet or exceed L'1 BO
<br />Prestressing strand per ASTM A416 grade
<br />6,
<br />Bottom field added rebar to be located at the bottom of the lintel cavity.
<br />7. 270 low relaxation,
<br />7.
<br />792" diameter wire stirrups are welded to the bottom steel for mechanical anchorage,
<br />7 wire per ASTM A510
<br />8.
<br />Cast -in -place concrete may be provided in composite lintel in lieu of concrete
<br />8, Mortar per ASTM C270 type M or S.
<br />masonry units.
<br />9.
<br />Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />10.
<br />Florida Product Approval No. 158.1
<br />A C B D C
<br />11.
<br />The exterior surface of lintels installed in exterior concrete masonry walls shall have
<br />11 r
<br />a coating of stucco applied in accordance with ASTM C -926 or other approved
<br />coating
<br />12.
<br />Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
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<br />loads shoud be checked for combine loading with the following equation
<br />Applied vertical load Applied horizontal load
<br />< 10
<br />Safe vertical load Safe horizontal load
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<br />8RF22 -1121/ 8F24- 0B/1T,
<br />C O
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<br />8F280B/1T 8R300B /1T
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<br />GRADE BEAM FOUNDATION
<br />TO BE 5" CONCRETE SLAB,
<br />STANDARD FOUNDATION TO
<br />BE 4" CONCRETE SLAB, SEE
<br />PLAN FOR MORE INFO.
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<br />( UNIT 1501
<br />FIN. F
<br />a
<br />CLEANED COMPACTED / r -
<br />& TERMITE TREATED FILL
<br />1' -8" z 1' -8" CONC. FTG. 1 . -8 « FOR GRADE BEAM
<br />WI (3) #5 BARS. CONT, FOUNDATION ONLY,
<br />ADD (1) #5 BAR @ TOP &
<br />HAVE #3 TIES @ 48" O C.
<br />1 TYPICAL 1 STORY 2 -HR.
<br />FIRE RATED PARTY WALL
<br />SCALE 3/4 " =1' -0"
<br />WRAP FRAMING MEMBER
<br />W/ 2 LAYERS 58" TYPE 'X"
<br />GYP. BOARD EACH SIDE
<br />FOLLOW GA DESIGN NO. WP39'0
<br />FOR ATTACHMENT OF GYP.
<br />BOARD TO FRAMING MEMBER.
<br />` FRAMING MEMBER
<br />FIRE RESISTANT PLYWOOD
<br />SEAL G ,
<br />YP SOARDiROOF DECKING
<br />T
<br />T N W/ R
<br />IN.ERSEC 10 OC KWOOL FIRESAFE
<br />NSULATION OR EXPANDING FIRE -STOP FOAM
<br />OR FIRE BARRIER CAULK INSTALLED PER MFGR
<br />INSTRUCTIONS (SEALANTS MUST COMPLY WI
<br />UL 1479 OR ASTM E 814)
<br />ENG. WOOD TRUSSES WITH
<br />VERTICALS SPACED @ 16" O.C.
<br />TYPICAL PARTY WALL DETAIL
<br />SCALE 314" = V -0"
<br />PARTY WALL
<br />ALTERNATE POWERS
<br />STEEL LINTEL
<br />95 REBAR AT TOP
<br />MIN. (1) REOD Q 12" CLEAR
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<br />` -16 GAUGE POWERS
<br />STEEL BOXED LINTEL
<br />POWERS STEEL BOXED LINTEL NOTES (ALT,)
<br />ONLY IF NOTED ON LINTEL PLAN
<br />1 Refer to manufacturer's specifications for installation.
<br />2 Contractor to provide proper protection of lintel to prevent rusting,
<br />Refer to manufacturer's specifications,
<br />3. If lintel is scratched or damaged refer to Powers Steel for repair.
<br />4. Lintel depth to match precast depth. One #5 Bar required top and
<br />bottom of all Powers Steel lintels.
<br />5. A bonding agent must be applied to the Steel Box lintels prior to
<br />applying the cementitiuos coating, See contractor specifications
<br />for approved mamufactu'er products and installation Instructions
<br />FIRE RESISTANT PLYWOOD
<br />4' EA. SIDE OF PARTY WALL
<br />ENGINEERED WOOD TRUSSES
<br />wl VERTICALS SPACED @ 16"
<br />O.C. EA. SIDE OF PARTY, WALL
<br />ENGINEERED WOOD
<br />TRUSSES @ 24" O.C.
<br />2 HR BLOCK D -2
<br />B" CMU *ALL W! #5 BARS
<br />VERT, @ 6-8" O.C. MAX.
<br />MINIMIPA REINFORCING
<br />LAP = 30'
<br />NO PLUMBING, MECHANICAL
<br />EQUIPMENT, DUCTS OR VENTS
<br />TO PENETRATE PARTY WALL
<br />1, CONCRETE BLOCKS* - VARIOUS DESIGNS, CLASSIFICATION D -2 (2 HR).
<br />SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS,
<br />2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3%8 IN. THICK, OF NOT
<br />LESS THAN 2.1/4 AND NOT MORE THAN 3.1 PARTS OF CLEAN SHARP SAND TO
<br />1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50
<br />PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED.
<br />3. PORTLANO CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO
<br />CLASSIFICATION IF USED, WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL,
<br />PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO
<br />ACHIEVE A MAX. CLASSIFICATION OF 1.112 HR. ATTACHED TO CONCRETE BLOCKS
<br />(ITEM 1),
<br />4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY
<br />EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER
<br />REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED
<br />PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION
<br />5, FOAMED PLASTIC' - (OPTIONAL-NOT SHOWN) - 1•P2IN. THICK MAX, 4 FT WIDE
<br />SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1),
<br />THE DOW CHEMICAL CO - TYPE THERMAX
<br />*BEARING THE UL CLASSIFICATION MARK
<br />UL DESIGN NO. U905
<br />(2) ROW 10d NAILS
<br />AT 6" O.C.
<br />FIRE RESISTANT PLYWOOD
<br />4' EA. SIDE OF PARTY WALL
<br />GYP, BO. @ CEILING
<br />BRACING
<br />@ 8' -0" O.C.
<br />SEE 1/S -5 SIM
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<br />USP HTA20 @ 48" O.C.
<br />ALTERNATING FROM
<br />EACH TRUSS
<br />SINGLE COURSE 8' K.O. BLK.
<br />TIE BM, WI (1) 45 BAR CONT,
<br />LINTEL SCREEN
<br />12' GYP, BD, ON DEL 1x2
<br />FURRING (1 12" THK.) VERT.
<br />@ 24" 0.0, W/ MIN. R -4.2 FOIL
<br />BACKED INSUL. BETWEEN
<br />EACH SIDE
<br />MASONRY PARTY WALL
<br />(SEE UL DESIGN NO. U905)
<br />1 �_�
<br />MIN.
<br />1, TRUSSES -TWO REDUNDANT LOAD CARRYING PARALLEL CHORD TRUSSES SPACED 6 -318 IN. APART FABRICATED FROM NOMINAL 2 BY 4 IN. LUMBER
<br />SPACED 16 IN. O.C. ORIENTATED VERTICALLY. TRUSS MEMBERS SECURED TOGETHER WITH NO 20 MSG GALV STEEL TRUSS PLATES, PLATES HAV
<br />EE 516 IN.
<br />LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE, THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUINCH),
<br />FORMING A SPLIT TOOTH TYPE PLATE, EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE THESE POINTS ARE DIAGONALLY OPPOSITE EACIH OTHER
<br />FOR EACH PAIR, THE TOP HALF OF EACH TOOTH HAS A TWIST FOR STIFFNESS. THE PAIRS ARE REPEATED ON APPROX. 7/8 IN CENTERS WITH FOUR TOWS OF
<br />TEETH PER IN OF PLATE WIDTH,
<br />2 WALL ASSEMBLY - THE 2 HR. WALL ASSEMBLY MAY BE CONSTRUCTED FROM ANY UL CLASSIFIED CONCRETE BLOCKS`. SEE U900 DESIGNS FOR
<br />DETAILS
<br />3, GYPSUM BCARD* - 2 LAYERS OF 5/8 IN. AND 1 LAYER OF 5/8 IN. (ON BLOCK WALL). WALLBOARD APPLIED HORIZONTALLY OR VERTICALLY W17H
<br />VERTICAL JOINTS CENTERED ON STUDS, AND NAILED TO STUDS 7 IN O.C. WITH 80 CEMENT COATED NAILS, 2.3/8 IN LONG, 0113 IN SHANK DAM AIND 9/32 IN.
<br />DIAM HEAD. ON BLOCK WALL, NAILED TO FURRING STRIPS WITH 6D CEMENT COATED NAILS, 1.7/8 IN, LONG, 0,0915 IN SHANK DIAM AND 1/4 IN DIAMI HEAD, AS
<br />AN ALTERNATE, NO 6 BUGLE HEAD DRYWALL SCREWS, 1.7/81N. LONG, MAY BE SUBSTITUTED FOR THE 6D CEMENT COATED NAILS.
<br />4, BLOCK FILLER - TOP COURSE, 8 IN, KNOCKOUT BLOCK FILLED SOLID W17H #5 CONT. TYP,
<br />5, HORIZONTAL RIBBON - (2) 1X4 PT HORIZONTAL RIBBON.
<br />6. BATTS AND BLANKETS - (OPTIONAL) - MINERAL FIBER OR GLASS FIBER INSULATION, MAX 8 IN. THICK, PRESSURE FIT TO FILL WALL CAVITIES I BETWEEN
<br />STUDS AND PLATES, MINERAL FIBER INSULATION TO BE UNFACED AND TO HAVE A MIN DENSITY OF 3 PCF. GLASS FIBER INSULATION TO BE FACED WITH
<br />ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PCF (MIN R -13 THERMAL INSULATION RATING).
<br />7, PLYWOOD - 15/32 OR 19/32 IN. THICK WOOD STRUCTURAL PANELS, MIN GRADE "C -D" OR "SHEATHING", FACE GRAIN OF PLYWOOD OR STREI'NGTH AXIS
<br />OF PANELS TO BE PERPENDICULAR TO TRUSSES WITH JOINTS STAGGERED.
<br />8. FURRING CHANNELS - MIN 0.019 IN, THICK (25 GAUGE) GALV STEEL, 1 -31 IN, WIDE ON TOP AND 2 -3/4 IN. WIDE AT BOTTOM BY 7/8 IN, DEEP, SPACED 24
<br />IN OC PERPENDICULAR TO FLOOR WITH A CHANNEL PARALLEL TO AND APPROXIMATELY 3 IN. ABOVE FLOOR AND 3 IN. BELOW CEILING. CLEARANCE
<br />BETWEEN VERTICAL AND HORIZONTAL CHANNELS 1.2 N.
<br />*BEARING THE UL CLASSIFICATION MARK
<br />UL DESIGN NO. 554
<br />1 1�
<br />MIN.
<br />;UNIT 1399 ( UNIT 1398
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<br />� LINTEL PLAN
<br />SCALE: 3/16"=V-0"
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<br />To the best of the engineer's knowledge and
<br />understanding, the structural plans and
<br />specifications comply with the 2007 Florida
<br />Building Code, Residential with 2009 revisions
<br />signed and sealed for the structural portion of this
<br />drawing,
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<br />AS NOTED
<br />PLOT DATE : 09/07/2011
<br />VERSION NO,
<br />1 .00
<br />JOB NO: 11- 0958 -0961
<br />SHEET NO,
<br />L 1
<br />n n O O O O
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