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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 />< �ri m«C-'3Q ri � <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D - <br />1-1/2" CLEAR <br />#5 REBAR AT BOTTOM <br />MIN. (1) REQ'D <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT. <br />O <br />OR <br />n n O O O O n n <br />O <br />01 <br />ONLY IF NOTED ON LINTEL PLAN <br />r <br />1. Refer to manufacturer's specifications for installation. <br />r- <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />TYPE DESIGNATION <br />Refer to manufacturer's specifications. <br />F = FILLED WITH <br />#5 REBAR AT TOP <br />3. It lintel is scratched or damaged refer to Powers Steel for repair. <br />GROUT / U = UNFILLED <br />MIN. (1) R Q'D <br />4. Lintel depth to match precast depth. One #5 Bar required top and <br />R = RECESSED <br />1-12" <br />bottom of all Powers Steel lintels. <br />CLEAR <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />CITY. of #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />applying the cementitiuos coating. See contractors cations <br />g' <br />for approved manufacturer products and installation instructions. O <br />2 <br />O <br />0 <br />L� <br />1 l <br />O <br />F <br />x <br />M.U. <br />t- <br />:0Lu <br />w <br />8F16-1 /1T <br />4� <br />1 <br />1 <br />1 <br />1. GROUT <br />(2) ROW 10d NAILS <br />LOMINAL' <br />AT 6" O.C. <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />r'7 <br />FIRE RESISTANT PLYWOOD AFIRE RESISTANT PLYWOOD <br />4' EA. SIDE OF PARTY WALL 4' EA. SIDE OF PARTY WALL <br />" _ <br />■ <br />O <br />BOREBAR TTOM OF <br />TOP <br />NOMINAII <br />o LINTEL CAVITY <br />r- <br />00 <br />HEIGHT--BOTTOM <br />REINFORCING <br />PROVIDED IN LINTEL <br />- 7_5/8"ACTUAL_ (VARIES) <br />lip Nil N N <br />MATERIALS <br />GENERAL INSTALLATION NOTES <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 w/ <br />3. <br />Installation of lintel must comply with the architectural and/or structural drawings. <br />4. maximum 318" aggregate and 8" to 11" slump. <br />4. <br />U-Lintels are manufactured with 6.12" long notches at the ends to accommodate <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />vertical call reinforcing and gyrouting. <br />minimum net area compressive strength =1900 psi. <br />5. <br />Ali Ilmels meet or exceed L/360 vertical deflection, except lintels 17-4" and <br />6. Reber per ASTM A615 Grade 60. <br />longer with a nominal height of 8" meet or exceed U180. <br />Prestressing strand per ASTM A416 grade <br />6. <br />Bottom flew added reber to be located at the bottom of the lintel cavity. <br />7. 270 low relaxation. <br />7. <br />7/32" diameter wire stirrups are welled ID the bottom steel for mechanical anchorage. <br />7/32 wire per ASTM A510. <br />8. <br />Cast -in -place concrete may be provided In composite lintel in Ileu of concrete <br />8. Mortar per ASTM C270 type M or S. <br />masonry units. <br />9. <br />Safe bad ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. <br />Florida Product Approval No. 158.1 <br />11. <br />The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied In accordance with ASTM C-926 or other approved <br />coating. <br />12. <br />Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine badinp with the following equation: <br />Applied vertical load Applied horizontal load <br />+ < 1.0 <br />Safe vertical bad Safe horizontal Icad <br />Q Q <br />8RF6-0B/1T 8F8-0B/1T ; <br />O © O 0.- <br />0 o O o O O <br />8RF14-1B/1T 8F16-1B/1T 8F16-0B/1T <br />O O O O <br />8RF22-1B/1T 8F24-OB/1T <br />O O <br />O O O O <br />8F28 OB/1T 8R30 OB/1T <br />0 O <br />WRAP FRAMING MEMBER <br />W12 LAYERS 518" TYPE "A" <br />GYP. BOARD EACH SIDE. <br />FOLLOW GA DESIGN NO. WP3910 <br />FOR ATTACHMENT OF GYP. <br />BOARD TO FRAMING MEMBER. <br />FIRE RESISTANT PLYWOOD <br />`- FRAMING MEMBER <br />SEAL GYP. BOARD/ROOF DECKING <br />INTERSECTION W/ ROCKWOOL FIRESAFE <br />NSULATION OR EXPANDING FIRE -STOP FOAM <br />OR FIRE BARRIER CAULK INSTALLED PER MFGR, <br />INSTRUCTIONS (SEALANTS MUST COMPLY W/ <br />UL 1479 OR ASTMIE i 14) <br />ENG. WOOD TRUSSES WITH <br />VERTICALS SPACED @ 16" O.C. <br />TYPICAL PARTY WALL DETAIL <br />SCALE: 3/4" - T-0" <br />-_: <br />ENGINEERED WOOD TRUSSES <br />w/ 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 />8" CMU WALL Wl #5 BARS <br />VERT. @ 6'-B" O.C. MAX. <br />MINIMUM REINFORCING <br />LAP = 30' <br />NO PLUMBING, MECHANICAL <br />EQUIPMENT, DUCTS OR VENTS <br />TO PENETRATE PARTY WALL <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 />CLEANED COMPACTED <br />& TERMITE TREATED FILL <br />@ V-0" O.C. <br />SEE 1/SS S <br />GYP. BD. @ CEILING <br />USP HTA20 @ 48" O.C. <br />ALTERNATING FROM <br />EACH TRUSS <br />SINGLE COURSE 8" K.O. BILK. <br />TIE BM. Wl (1) #5 BAR CONT. <br />LINTEL SCREEN <br />a <br />12" GYP. BD. ON DBL 1x2 <br />FURRING (1 12' THK.) VERT. <br />@ 24" O.C. W/ MIN. R4.2 FOIL <br />BACKED INSUL. BETWEEN <br />EACH SIDE <br />MASONRY PARTY WALL <br />(SEE UL DESIGN NO. U905) <br />r."• r r r•: r•: I <br />4• 4 <br />FIN. FLR. <br />T-8" x V-8' CONC. FTG. -/ V.8. FOR GRADE BEAM <br />W/ (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"=V-0" <br />i <br />� M,I V■1t15 ■tau■x ■ C <br />© rr21 p':lc^r�]'nr.. a-'S ��c�c>cr.: �•.-•.' rc�r. l•±'..'�.c�'�r_ <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 3-12 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 12 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 1.12 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 />S. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN)-1-12IN, 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 />0 <br />O `` MN MIl <br />N O <br />UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 <br />LINTEL PLAN_ <br />1. TRUSSES -TWO REDUNDANT LOAD CARRYING PARALLEL CHORD TRUSSES SPACED 6-3/8 IN. APART FABRICATED FROM NOMINAL 2 BY 41N. LUMBER <br />SPACED 16 IN. O.C. ORIENTATED VERTICALLY. TRUSS MEMBERS SECURED TOGETHER WITH NO.20 MSG GALV STEEL TRUSS PLATES. PLATES HAVE 5/16 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 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 BOARD•-2 LAYERS OF 5/81N. AND 1 LAYER OF 5/8 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 8D CEMENT COATED NAILS, 2-3/8 IN. LONG, 0.113 IN. SHANK DIAM AND 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. DIAM HEAD. AS <br />AN ALTERNATE, NO.6 BUGLE HEAD DRYWALL SCREWS, 1-7/8 IN. LONG, MAY BE SUBSTITUTED FOR THE 6D CEMENT COATED NAILS. <br />4. BLOCK FILLER -TOP COURSE, 8 IN. KNOCKOUT BLOCK FILLED SOLID WITH #5 CONT. TYP. <br />5. HORIZONTAL RIBBON - (2) IX4 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 19132 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, 1-3/8 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 IN. <br />'BEARING THE UL CLASSIFICATION MARK <br />UL DESIGN NO. 554 <br />SCALE: 3/16"=V-0" <br />0 <br />N <br />L <br />m <br />"N <br />M <br />C <br />vi E <br />aJ m <br />"D <br />H N <br />c� o <br />0 <br />M <br />o <br />r, 00 <br />onoE <br />V) <br />m t>y v <br />C O N N <br />� r0 <br />CCU� <br />0 ctN <br />" U <br />=ao� <br />o o00D <br />cnaP <br />to 0 <br />O <br />A 0ED <br />NCBDC <br />`��atyt�1111f1►ttl/////�OIJ <br />k <br />Ut <br />nz <br />.i 'jj ti <br />•gal+++%.••'' <br />QQZ s^ <br />✓� \ �1Z` <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. <br />0 <br />� M <br />N <br />M <br />ZM <br />I <br />Z <br />ON <br />N <br />Q O O V <br />LL N <br />Ce N <br />L <br />n <br />Z <br />2�" <br />Z J C <br />Jina) <br />W <br />mi <br />Ln V <br />.--I <br />Q <br />LU <br />Wtiz <br />zbt-a <br />O <br />M <br />P Z<8 <br />$rQ8� <br />O <br />'53 <br />Z Z Z <br />�, S� Z <br />Ln <br />LLJ CM <br />rl <br />O <br />Wce <br />Z® <br />�O <br />o0 <br />Ln <br />7L <br />°3 <br />0� <br />a <br />O <br />or- WZmF2F <br />Z <br />O <br />Z Y E 0 2 Z <br />w <br />CD <br />X <br />XEZ <br />O <br />rl <br />�^ <br />0 <br />W <br />jLA <br />H <br />Z <br />Z <br />0 <br />a <br />SCALE <br />AS NOTED <br />PLOT DATE: 09 / 08 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-1198-1203 <br />SHEET NO. <br />L 1 <br />