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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 />W W <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16-1 <br />MT <br />`NOMINAL <br />LQUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />1-vz° <br />°W CLEAR <br />2 <br />J <br />Q U W <br />x <br />H J <br />Q z <br />N Z <br />N <br />o <br />45 REBAR AT <br />BOTTOM OF <br />LINTEL CAN9TY <br />BOTTOM REINFORCING <br />PROVIDED IN LINTEL <br />(VARIES) <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 3/8" 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) perASTM C90 w/ <br />vertical cell reinforcing and grouting. <br />minimum net area compressive strength = 1900 psi. <br />5. <br />All lintels meet or exceed U360 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 L/180. <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 />7132 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 />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 C926 or other approved <br />coating. <br />12. <br />Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load Applied horizontal load <br />+ < 1.0 <br />Safe vertical load Safe horizontal load <br />O O. : O O O O' O <br />O O O O O <br />8RF6-OB/1T 81`8-013/1T <br />O O .° <br />8RF14-1B/1T 8F16-113/1T 81`16-013/1T <br />O O O O <br />8RF22-1B/1T 8F24-OBAT <br />O O O O <br />81`28 OB/1T 8R30 013/1T <br />W O <br />WRAP FRAMING MEMBER <br />W/ 2 LAYERS 5/8" TYPE "X" <br />GYP. BOARD EACH SIDE. <br />FOLLOW GA DESIGN NO. Y'P3910 <br />_ FOR ATTACHMENT OF GYP. <br />FIRE RESISTANT PLYWOOD <br />FRAMING MEMBER <br />SEAL GYP. BOARD/ROOF DECKING <br />NTERSECTION WI ROCKWOOL FIRESAFE <br />INSULATION OR EXPANDING FIRE -STOP FOAM <br />OR FIRE BARRIER CAULK INSTALLED PER MFGR. <br />INSTRUCTIONS (SEALANTS MUST COMPLY W/ <br />UL 1479 OR ASTM E 814) <br />BALLOON FRAME WOOD STUD <br />PARTY WALL TO ROOF DECK <br />(SEE GA DESIGN NO. WP3910) <br />TYPICAL PARTY WALL DETAIL <br />SCALE: 3/4" = 1'-0" <br />PARTY WALL <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />w <br />W <br />r- <br />co U (/7 <br />X <br />ypm <br />v; <br />2 W W W <br />wU)oz <br />p o <br />W <br />w N <br />zz <br />#5 REBAR AT BOTTOM <br />4 _ = <br />MIN. (1) REQ'D <br />�u O0� <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 />FIRE RESISTANT PLYWOOD <br />4' EA. SIDE OF PARTY WALL <br />rE <br />(2) ROW 10d NAILS <br />AT 6" O.C. <br />FIRE RESISTANT PLYWOOD <br />4' EA. SIDE OF PARTY WALL <br />PROVIDE SP1 & SP2 <br />T&B EACH STUD <br />BALLOON FRAME WOOD STUD <br />PARTY WALL TO ROOF DECK <br />(SEE GA DESIGN N0. WP3910) <br />\--BRACING <br />@ 8'-0" O.C. <br />PROVI E SP1 & SP2 SEE 1/S-5 SIM <br />T&B EACH STUD--�-J W <br />ENGINEERED WOOD <br />TRUSSES @ 24" O.C. <br />2 HR BLOCK D-2 <br />8" CMU WALL W! #5 BARS <br />VERT. @ 6-8" 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 />GYP. BD. @ CEILING <br />2X6 P.T. CONT. W/ 5/8" DIA. <br />A.B. @ 2'-8" <br />SINGLE COURSE 8" K.O. BILK. <br />TIE BM. W/ (1) #5 BAR CONT. <br />LINTEL SCREEN <br />7' <br />1/2" GYP. BD. ON DBL 1x2 rn <br />FURRING (1 112" THK.) VERT. <br />@ 24" O.C. W/ MIN. R-4.2 FOIL <br />BACKED INSUL. BETWEEN <br />EACH SIDE <br />MASONRY PARTY WALL <br />(SEE UL DESIGN NO. U905) <br />FIN. FLR. <br />v <br />CLEANED COMPACTED <br />& TERMITE TREATED FILL <br />l'-8" x V-8" CONC. FTG. <br />FOR GRADE BEAM <br />1-8 <br />WI (3) #5 BARS. CONT. <br />FOUNDATION ONLY: <br />ADD (1) #5 BAR @ TOP & <br />HAVE #3 TIES @ 48" O.C. <br />1 <br />TYPICAL 1 STORY 2-HR. <br />FIRE RATED PARTY WALL <br />SCALE:3/4"=1'-O" <br />2 HOUR RATING <br />LOAD - BEARING OR NON LOAD - BEARING <br />STC RATING 50 TO 54 <br />FIRE TEST: SEE WP 4135 (FM WP 360, 9-28-74) <br />APPROX. WEIGHT: 13 PSF <br />THICKNESS: 8" <br />BASE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER APPLIED AT <br />RIGHT ANGLES TO EACH SIDE OF 2 x 4 WOOD STUDS 16" O.C., STAGGERED 8" O.C. <br />ON 2 x 6 WOOD PLATES WITH 6d COATED NAILS, 1 7/8" LONG, 0.085" SHANK 1/4" <br />HEADS 24" O.C. <br />FACE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR GYPSUM VENEER <br />BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 8d COATED NAILES 2 3/8" LONG, <br />0.113" HEADS, 8" O.C. <br />VERTICAL JOINTS STAGGERED 16" EACH LAYER AND SIDE SOUND TESTED WITH NAILS <br />FOR BASE LAYER SPACED 6" O.C. HORIZONTAL BRACING REQUIRED AT MID. HEIGHT. <br />(LOAD BEARING) <br />nA rll r" dirl IA1P"1 01n4n <br />NOT TO SCALE <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 3-1/2 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 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 1-1/2 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) -1-1/2 IN. 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 />n W O O O O W <br />O � MIN. MIN. <br />O <br />UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 <br />LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />OH <br />1600 1 <br />W <br />i <br />N <br />oC <br />N <br />� <br />V - <br />� <br />"i C <br />M ce) <br />I- N <br />v CDEMcoo <br />Lo -0 <br />O�ao <br />O 0)N <br />0) <br />E <br />O M O <br />_O <br />ED O N <br />C <br />�ccco)) <br />LL <br />_� <br />-E <br />O 12 N O <br />a v <br />U <br />000 <br />0 00 <br />' <br />0 <br />co <br />LO <br />0) N6 <br />0 <br />N CAB Uq C <br />41,41"q <br />G <br />ip <br />.� r <br />eer.aavma�` <br />n a <br />S <br />y* <br />I� Y,i' s1w <br />U) Ca <br />_Jz OmN <br />LL <br />_ <br />"Lu <br />ILL. <br />G - C, <br />� Z o <br />d _ <br />>P �r � S W <br />U <br />Z <br />v <br />cro 'a <br />To the best of the engineers 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 />X <br />O <br />'__I M <br />N M <br />Z � M <br />O O <br />in <br />110 <br />Q N M <br />Q "L M r <br />LL rV� <br />.V 1 <br />z <br />fu <br />z 0' <br />UJJ <br />W <br />� O (a <br />L) N <br />Ln U <br />`n <br />W <br />rl <br />a <br />z <br />O z <br />LU <br />W LO <br />J <br />W <br />m z Ln <br />W <br />M <br />w <br />1.-0 <br />Y O< 0 <br />0 <br />r-I <br />Z <br />z W <br />z <br />O <br />- o J <br />0. <br />O <br />J <br />Ul Lo <br />0 'i o <br />vTa0 <br />I-N <br />Z@ <br />O <br />uJM:w <br />�J <br />J <br />� <br />Ln <br />J <br />W K � j <br />a <br />WC)00Ce <br />ULU <br />m0 <br />0 <br />OOW <br />zo' <br />�I- <br />zz <br />z <br />;LL,0o <br />F- J Lu U �QQ <br />O0Lu <br />T� <br />O <br />Lu2: <br />2 ~O a <br />O L L 2!Q <br />wW <br />O <br />Q�W�O <br />W <br />t <br />L+/7 <br />N <br />L <br />O <br />J O W Q <br />W <br />LL <br />Z <br />0 <br />LLJ <br />Z <br />O <br />a <br />SCALE <br />AS NOTED <br />PLOT DATE : 03 / 31 / 2011 <br />VERSION NO. <br />�■oo <br />JOB NO: 11-0441-0444 <br />SHEET NO. <br />-- - - - 11T T I �1 IF I IAA I T II 1 I -- I i - T �i- L6lail11.IIIiil. r � F i <br />