|
GENERAL NOTES
<br />- -- - - - -- --
<br />1, AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE
<br />GROUTED SOLID TO TIE BEAM.
<br />ALTERNATE POWERS
<br />ST EEL LINTEL
<br />GENERAL INSTALLATION NOTE
<br />2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT
<br />#5 REBAR AT TOP
<br />MIN. (1)REQ0
<br />°
<br />4 1- v2 " CLEAR
<br />INCLUDING ABV. MASONRY OPENINGS, U.N.O.
<br />CLEAR
<br />• _
<br />3,
<br />3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL
<br />4. maximum 3%B" aggregate and B" to 11" slump
<br />REBAR @ BOTTOM
<br />U- Lintels are manufactured with 5 -1'2" long notches at the ends to accommodate
<br />RECESSED LINTELS TO HAVE MIN. 8" BEARING EA, END
<br />& TERMITE TREATED FILL
<br />>�
<br />minimum net area compressive strength = 1900 psi,
<br />5.
<br />All lintels meet or exceed L'360 vertical deflection, except lintels 174' and
<br />,�7�
<br />WI (3) #5 BARS, CONL
<br />4. *LINTEL MINIMUM DEPTHS ARE CALLED OUT, IF CONTRACTOR
<br />• _CM ,J,
<br />�
<br />6.
<br />Bottom field added rebar to be located at the bottom of the lintel cavity.
<br />INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN,
<br />�
<br />q x
<br />8F16-1B/1T
<br />Q
<br />DOING THIS INCREASES THE STRENGTH OF THE LINTEL.
<br />S
<br />8 Mortar per ASTM 0270 type M or S.
<br />U
<br />�
<br />xul
<br />9.
<br />Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />5. () ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK
<br />L n
<br />g
<br />Florida Product Approval No 158,1
<br />I
<br />UILDIIN
<br />AS A MIN, 32" FOR THE LOAD CONDITIONS, ANY LINTEL GREATER
<br />o N
<br />"u
<br />p >
<br />>
<br />THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS
<br />W
<br /><
<br />5 REBAR AT BOTTOM
<br />Q MIN. (1) REQ0
<br />ADEQUATE FOR THE LOADS,
<br />�,
<br />TO--)
<br />r�y A
<br />r 2
<br />L A TA f i;
<br />( i
<br />TYPE DESIGNATION
<br />F = FILLED WITH
<br />GROUT 1 U = UNFILLED
<br />R = RECESSED
<br />GENERAL INSTALLATION NOTE
<br /><5 RE3AR AT TOP
<br />MIN.
<br />1.
<br />Provide full mortar head and bed joints.
<br />2. fc prestressed lintels = 6000 psi.
<br />2.
<br />CLEAR
<br />QTY, OF #5
<br />3,
<br />Installation of lintel must comply with the architectural andior structural drawings
<br />4. maximum 3%B" aggregate and B" to 11" slump
<br />REBAR @ BOTTOM
<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 />& TERMITE TREATED FILL
<br />OF LINTEL CAVITY
<br />minimum net area compressive strength = 1900 psi,
<br />5.
<br />All lintels meet or exceed L'360 vertical deflection, except lintels 174' and
<br />6, Rebar per ASTM A615 Grade 60,
<br />WI (3) #5 BARS, CONL
<br />W_
<br />• _CM ,J,
<br />�
<br />6.
<br />Bottom field added rebar to be located at the bottom of the lintel cavity.
<br />7. 270 low relaxation
<br />•
<br />8F16-1B/1T
<br />Q
<br />8.
<br />L �J
<br />8 Mortar per ASTM 0270 type M or S.
<br />U
<br />�
<br />•
<br />9.
<br />Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />Z
<br />GROUT
<br />Florida Product Approval No 158,1
<br />I
<br />UILDIIN
<br />11.
<br />The exterior surface of lintels Installed in exterior concrete masonry walls shall have
<br />NOMINAL
<br />ITS
<br />a coating of stucco applied in accordance with ASTM C -926 or other approved
<br />^
<br />1 ; •
<br />WIDTH 45 REBAR OF
<br />coating
<br />;% 5 REBAR AT
<br />TO--)
<br />r�y A
<br />r 2
<br />L A TA f i;
<br />( i
<br />741 � • b
<br />BOTTOM OF
<br />NOMINAL
<br />dG
<br />3• ?J,Zi
<br />Applied vertical load Applied horizontal load
<br />r < 1,0
<br />o LINTEL CAVITY
<br />HEIGHT
<br />Safe vertical load Safe horizontal load
<br />BOTTOM REINFORCING
<br />specifications comply with the 2007 Florida
<br />Building Code, Residential with 2009 revisions
<br />signed and sealed for the structural
<br />drawing,
<br />PROVIDED IN LINTEL
<br />Ly 0
<br />� M
<br />N
<br />7- Sib "AC`UAL (VARIES)
<br />Z :L, M
<br />O � o
<br />8" WMINAL WIDTH
<br />AATERIALS
<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 fintefs as required,
<br />3. grouted per ASTM C476 fg = 3000 psi wi
<br />3,
<br />Installation of lintel must comply with the architectural andior structural drawings
<br />4. maximum 3%B" aggregate and B" 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 />& TERMITE TREATED FILL
<br />vertical cell reinforcing and grouting,
<br />minimum net area compressive strength = 1900 psi,
<br />5.
<br />All lintels meet or exceed L'360 vertical deflection, except lintels 174' and
<br />6, Rebar per ASTM A615 Grade 60,
<br />WI (3) #5 BARS, CONL
<br />longer with a nominal height of 8" meet or exceed 080
<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 />7 %32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage,
<br />7 wire per ASTM A51 G
<br />8.
<br />Cast -in -place concrete may be provided in composite lintel in lieu of concrete
<br />8 Mortar per ASTM 0270 type M or S.
<br />U
<br />masonry units.
<br />9.
<br />Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />II' , � I
<br />10.
<br />Florida Product Approval No 158,1
<br />I
<br />UILDIIN
<br />11.
<br />The exterior surface of lintels Installed in exterior concrete masonry walls shall have
<br />1 C B D C
<br />r
<br />113D. °
<br />ITS
<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)
<br />r�y A
<br />r 2
<br />L A TA f i;
<br />( i
<br />741 � • b
<br />bads shoud be checked for combine loadlnp with the following equation,
<br />n
<br />�.� r.�
<br />dG
<br />3• ?J,Zi
<br />Applied vertical load Applied horizontal load
<br />r < 1,0
<br />I Z f/
<br />Safe vertical load Safe horizontal load
<br />' ,• O
<br />8RF6 -OB /1T 8F8 -0131T J r`
<br />•O O. •
<br />O O O O, O O
<br />81RF14 -1131T SF16 -1130T 8F16 -OB/1T
<br />U$
<br />Lo O O O
<br />8RF22 - 1B /1T 8F24 - OB /1T
<br />O O
<br />O O I O,
<br />8F28 013/1 T 8R30 OB /1 T
<br />CC 0
<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 manufacturer products and installation instructions
<br />(2) ROW 10d NAILS
<br />AT 6" O.C.
<br />FIRE RESISTANT PLYWOOD FIRE RESISTANT PLYWOOD
<br />4' EA. SIDE OF PARTY WALL 7� 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 />TRJSSES @ 24" O.C.
<br />2 HR BLOCK 0-2
<br />8" CMU `A ALL Wl #5 BARS
<br />VERT @ 6'-8" O.C. MAX.
<br />MINIMUM REINFORCING
<br />LAP = 30"
<br />NO PLUMBING, MECHANICAL
<br />EQUIPMENT, DUCTS ORVENTS
<br />TO PENETRATE PARTYWALL
<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.
<br />q
<br />a
<br />M MIN,
<br />UNIT 1501 UNIT T 139 UNIT 1398
<br />zi� I
<br />LINTEL PLAN
<br />FIN, FLR.
<br />a
<br />WRAP FRAMING MEMBER
<br />W/ 2 LAYERS 518" TYPE "X"
<br />GYP. BOARD EACH SIDE.
<br />FOLLOW GA DESIGN NO ' WP3910
<br />FOR ATTACHMENT OF GYP.
<br />BOARD TO FRAMING MEMBER.
<br />� FRAMING MEMBER
<br />FIRE RESISTANT PLYWOOD
<br />SEAL GYP. BOARD/ROOF DECKING
<br />INTERSECTION Wi ROCKWOOL FIRESAFE
<br />INSULATION OR EXPANDING FIRE -STOP FOAM
<br />OR FIRE BARRIER CAULK INSTALLED PER Ml
<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 DET
<br />SCALE: 314" = 1' -0"
<br />P.&IRTY WALL
<br />c i 1171
<br />0 0
<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. 18 IN. THICK, OF NOT
<br />LESS THAN 2.114 AND NOT MORE THAN 3 -1'2 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. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 112 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 />PERL17E LOOSE FILL INSULATION ADO 2 HR TO CLASSIFICATION
<br />5. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN) - 1.1'2IN, 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 N0. U90
<br />GYP. BID, @ CEILING
<br />BRACING
<br />@ 8' -0" O.C.
<br />SEE 1 /S -5 SIM
<br />c
<br />01
<br />O
<br />J
<br />USP HTA20 @ 48" O C.
<br />ALTERNATING FROM
<br />EACH TRUSS
<br />SINGLE COURSE 8 " K.O. BLK.
<br />TIE BM. N/ (1) #5 BAR CONT.
<br />LINTEL SCREEN
<br />1'2" GYP. BD. ON DBL 1x2
<br />FURRING (1 12' TH K.) VERT.
<br />@ 24" O.C. W1 MIN. R4.2 FOIL
<br />BACKED INSUL.BETWEEN
<br />EACH SIDE
<br />MASONRY PARTY WALL
<br />(SEE UL DESIGN NO, U905)
<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 N04 20 MSG GALV STEEL TRUSS PLATES, PLATES HAVE 5116 IN,
<br />LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE, THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUNCH),
<br />FORMING A SPLIT TOOTH TYPE PLATE. EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE, THESE POINTS ARE DIAGONALLY OPPOSITE EACH 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 W17H 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 BOARD' - 2 LAYERS OF 5/8 IN: AND 1 LAYER OF 518 IN, (ON BLOCK WALL). WALLBOARD APPLIED HORIZONTALLY OR VERTICALLY WITH
<br />VERTICAL JOINTS CENTERED ON STUDS, AND NAILED TO STUDS 7 IN O.C. WITH 80 CEMENT COATED NAILS, 2.18 IN LONG, 0,113 IN SHANK DIAM AND 9/32 IN.
<br />DIAM HEAD ON BLOCK WALL, NAILED TO FURRING STRIPS WITH 60 CEMENT COATED NAILS, 1.7/8 IN, LONG, 0.0915 IN SHANK DIAM AND 114 IN. DIAM HEAD AS
<br />AN ALTERNATE, NO 6 BUGLE HEAD DRYWALL SCREWS, 1.7/8 IN LONG, MAY BE SUBSTITUTED FOR THE 60 CEMENT COATED NAILS
<br />4. BLOCK FILLER - TOP COURSE, 8 IN, KNOCKOUT BLOCK FILLED SOLID WITH #5 CONT. TYR.
<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 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 STRENGTH 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, 1.38 IN, WIDE ON TOP AND 2.14 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 IN
<br />'BEARING THE UL CLASSIFICATION MARK
<br />UL DESIGN NO. 554
<br />SCALE; 3/16 "= 1" -0 "
<br />AlSEPT. 07, 2011
<br />MIN. MIN. OG
<br />UNIT 1501
<br />I
<br />>HALL COMPLY
<br />� CODES, FLOR11
<br />OVAL ELECTRIC
<br />'URHILLS OPT ,
<br />F, zlP'HYr�H 1.
<br />EXAMINER
<br />N
<br />C
<br />N
<br />CLEANED COMPACTED
<br />1 Y
<br />& TERMITE TREATED FILL
<br />�
<br />0
<br />V
<br />Q)
<br />v
<br />1' -8" x l' -8" CONIC. FTG.
<br />1'
<br />FOR GRADE BEAM
<br />WI (3) #5 BARS, CONL
<br />-8"
<br />V)
<br />(�
<br />DD CJ �_ U
<br />5o �
<br />to
<br />DDN) 5 BAR @ TOP &
<br />HAVE #3 TIES @ 48" O.C.
<br />1
<br />TYPICAL 1 STORY 2 -HR.
<br />0 ro 'No �
<br />FIRE RATED PARTY WALL
<br />U
<br />SCALE:3 14 " =1' -0"
<br />WRAP FRAMING MEMBER
<br />W/ 2 LAYERS 518" TYPE "X"
<br />GYP. BOARD EACH SIDE.
<br />FOLLOW GA DESIGN NO ' WP3910
<br />FOR ATTACHMENT OF GYP.
<br />BOARD TO FRAMING MEMBER.
<br />� FRAMING MEMBER
<br />FIRE RESISTANT PLYWOOD
<br />SEAL GYP. BOARD/ROOF DECKING
<br />INTERSECTION Wi ROCKWOOL FIRESAFE
<br />INSULATION OR EXPANDING FIRE -STOP FOAM
<br />OR FIRE BARRIER CAULK INSTALLED PER Ml
<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 DET
<br />SCALE: 314" = 1' -0"
<br />P.&IRTY WALL
<br />c i 1171
<br />0 0
<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. 18 IN. THICK, OF NOT
<br />LESS THAN 2.114 AND NOT MORE THAN 3 -1'2 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. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 112 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 />PERL17E LOOSE FILL INSULATION ADO 2 HR TO CLASSIFICATION
<br />5. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN) - 1.1'2IN, 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 N0. U90
<br />GYP. BID, @ CEILING
<br />BRACING
<br />@ 8' -0" O.C.
<br />SEE 1 /S -5 SIM
<br />c
<br />01
<br />O
<br />J
<br />USP HTA20 @ 48" O C.
<br />ALTERNATING FROM
<br />EACH TRUSS
<br />SINGLE COURSE 8 " K.O. BLK.
<br />TIE BM. N/ (1) #5 BAR CONT.
<br />LINTEL SCREEN
<br />1'2" GYP. BD. ON DBL 1x2
<br />FURRING (1 12' TH K.) VERT.
<br />@ 24" O.C. W1 MIN. R4.2 FOIL
<br />BACKED INSUL.BETWEEN
<br />EACH SIDE
<br />MASONRY PARTY WALL
<br />(SEE UL DESIGN NO, U905)
<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 N04 20 MSG GALV STEEL TRUSS PLATES, PLATES HAVE 5116 IN,
<br />LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE, THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUNCH),
<br />FORMING A SPLIT TOOTH TYPE PLATE. EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE, THESE POINTS ARE DIAGONALLY OPPOSITE EACH 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 W17H 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 BOARD' - 2 LAYERS OF 5/8 IN: AND 1 LAYER OF 518 IN, (ON BLOCK WALL). WALLBOARD APPLIED HORIZONTALLY OR VERTICALLY WITH
<br />VERTICAL JOINTS CENTERED ON STUDS, AND NAILED TO STUDS 7 IN O.C. WITH 80 CEMENT COATED NAILS, 2.18 IN LONG, 0,113 IN SHANK DIAM AND 9/32 IN.
<br />DIAM HEAD ON BLOCK WALL, NAILED TO FURRING STRIPS WITH 60 CEMENT COATED NAILS, 1.7/8 IN, LONG, 0.0915 IN SHANK DIAM AND 114 IN. DIAM HEAD AS
<br />AN ALTERNATE, NO 6 BUGLE HEAD DRYWALL SCREWS, 1.7/8 IN LONG, MAY BE SUBSTITUTED FOR THE 60 CEMENT COATED NAILS
<br />4. BLOCK FILLER - TOP COURSE, 8 IN, KNOCKOUT BLOCK FILLED SOLID WITH #5 CONT. TYR.
<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 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 STRENGTH 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, 1.38 IN, WIDE ON TOP AND 2.14 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 IN
<br />'BEARING THE UL CLASSIFICATION MARK
<br />UL DESIGN NO. 554
<br />SCALE; 3/16 "= 1" -0 "
<br />AlSEPT. 07, 2011
<br />MIN. MIN. OG
<br />UNIT 1501
<br />I
<br />>HALL COMPLY
<br />� CODES, FLOR11
<br />OVAL ELECTRIC
<br />'URHILLS OPT ,
<br />F, zlP'HYr�H 1.
<br />EXAMINER
<br />i
<br />ti
<br />r n O O O O n
<br />N
<br />C
<br />N
<br />lJ
<br />�
<br />0
<br />V
<br />Q)
<br />v
<br />C
<br />Iy
<br />H N
<br />c1 a
<br />V0
<br />o
<br />ono E
<br />V)
<br />(�
<br />DD CJ �_ U
<br />5o �
<br />to
<br />roU-M C
<br />p
<br />+.
<br />0 ro 'No �
<br />U
<br />•. a0 0)
<br />o
<br />(
<br />0
<br />ay
<br />II' , � I
<br />� �
<br />I
<br />UILDIIN
<br />°
<br />1 C B D C
<br />r
<br />113D. °
<br />ITS
<br />r�y A
<br />r 2
<br />L A TA f i;
<br />( i
<br />741 � • b
<br />r
<br />�'i
<br />n
<br />�.� r.�
<br />dG
<br />3• ?J,Zi
<br />V \
<br />�'
<br />L
<br />I Z f/
<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
<br />drawing,
<br />portion of this
<br />Ly 0
<br />� M
<br />N
<br />M
<br />Z :L, M
<br />O � o
<br />r�l O
<br />M O
<br />0 N
<br />IZ Q ' �
<br />z
<br />Q � 0
<br />�°- fu U_
<br />L N
<br />N u
<br />Z 4-J
<br />Z 01
<br />J
<br />J
<br />L e) p N
<br />ui V
<br />ri
<br />Z
<br />z
<br />z
<br />w;
<br />-�
<br />ZLJ LL
<br />LU z I- d
<br />zQo
<br />M;
<br />o0
<br />> ¢ U f
<br />�{
<br /><
<br />l- z z
<br />W � OC J
<br />M'
<br />$4O3�o
<br />w
<br />Z C
<br />T-i
<br />O Lu
<br />W
<br />J
<br />`O
<br />N
<br />I
<br />w C)
<br />®
<br />V7
<br />di.
<br />F O - z z 2
<br />Z
<br />z0� 0zZ
<br />Isl
<br />-P�a <�
<br />a
<br />O
<br />W
<br />LL
<br />z
<br />�o2
<br />I
<br />o
<br />M 1
<br />apz¢
<br />H §Ww
<br />O
<br />O
<br />UJ z
<br />z 0 a
<br />SCALE ;
<br />AS NOTED
<br />PLOT DATE ; 09/07/2011
<br />VERSION NO,
<br />1000
<br />JOB NO: 11- 0958 -0961
<br />SHEET N0,
<br />L 1
<br />i
<br />ti
<br />r n O O O O n
<br />
|