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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 DESIGNATION <br />F = FILLED WITH <br />#5 REBAR <br />AT TOP <br />GROUT/ U = UNFILLED <br />MIN. (1) <br />REQ'D <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />O <br />OF LINTEL CAVITY <br />r <br />x <br />cu <br />C.M.U. <br />J <br />8F16-1 /1T <br /><_ <br />¢ <br />z <br />t� <br />Z <br />GROUT <br />r <br />� <br />NOMINAL <br />QUANTITY <br />WIDTH #5 REBAR ATT <br />^' <br />#5REBARAT <br />TOP <br />."O <br />BOTTOM OF <br />NOMINAL <br />o <br />LINTEL CAVITY <br />HEIGHT <br />BOTTOM REINFORCING <br />�, (VARIES)PROVIDED IN <br />VARES)0IN LINTEL <br />7_518"ACTUAL <br />1. fc precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) perASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Florida Product Approval No. 158.1 <br />11. 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. Lintels loaded simultaneously with vertcal (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". <br />8RF6-0B/1T 8F8-0B/1T U0 U0UO O <br />O O O O O O <br />8RF14-1B/1T 8F16-1B/1T 81`16-013/1T <br />O O O O <br />8RF22-1B/1T 8F24-013AT <br />J <br />O O O O <br />8F28 013/1T 8R30 0B/1T <br />J J <br />WRAP FRAMING MEMBER <br />W/ 2 LAYERS 5/8" TYPE "X" <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. BOARDIROOF DECKING <br />INTERSECTION W/ 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" = V-0" <br />PARTY WALL <br />ALTERNATE POWERS <br />STEEL LINTEL <br />115 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br /><y <br />w <br />C.M.U. <br />coU(~n <br />NIX = - <br />00 <br />= W W � <br />w <br />W.30Z <br />0 (n <br />ornEr W �� <br />o w Co <br />#5 REBAR AT BOTTOM <br />zQ ¢ z = % �, <br />MIN. (1) REQ'D <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 />(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 O <br />(SEE GA DESIGN N0. WP3910) H <br />BRACING <br />@ 8'-0" O.C. <br />PROVI E SPt & SP2 SEE 1/S5 SIM <br />T&B EACH STUD--,-,- J <br />J <br />ENGINEERED WOOD <br />GYP. BD. @CEILING <br />TRUSSES @ 24" O.C. <br />2X6 P.T. CONT. W/ 5/8" DIA. <br />A.B. @ 2'-8" <br />SINGLE COURSE 8" K.O. BILK. <br />TIE BM. W1(1) #5 BAR CONT. <br />2 HR BLOCK D-2 <br />8" CMU WALL W/ #5 BARS <br />VERT. @ O.C. MAX. <br />LINTEL SCREEN <br />O <br />REINFORCING <br />MINIMUM REINFORCING <br />LAP = 30" <br />V <br />1/2" GYP. BD. ON DBL 1x2 <br />FURRING (1 1/2" THK.) VERT. <br />@ 24" O.C. W/ MIN. R-4.2 FOIL <br />NO PLUMBING, MECHANICAL BACKED INSUL. BETWEEN H <br />EQUIPMENT, DUCTS OR VENTS EACH SIDE <br />TO PENETRATE PARTY WALL <br />MASONRY PARTY WALL <br />(SEE UL DESIGN NO. U905) <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. FIN. FLR. <br />v <br />CLEANED COMPACTED <br />& TERMITE TREATED FILL r ' <br />V-8" x V-8" GONG. FTG. 1, 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 />TYPICAL 1 STORY 2-HR. <br />FIRE RATED PARTY WALL <br />SCALE:3/4"=1'-0" <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 />GA FILE NO. WP 3910 <br />NOT TO SCALE <br />3l4' <br />H(1RI7(11,1TAI CF(`TI()J <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 2-114 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 1-1/2 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 />/ --- \ SYMEFRICAL <br />SYMEMICAL <br />G MIN. MIN. MIN. <br />UNIT 1501 UNIT 1399 UNIT 1398 <br />LINTEL PLAN <br />SCALE: 3/16"=T-0" <br />O <br />N <br />C <br />N <br />N <br />"i C <br />to M <br />l,- N <br />1) (D <br />Lo 70 <br />M c <br />ON <br />0 <br />M 2 O 0 <br />Mu) <br />VI) Ccm <br />cv : U <br />CV iri <br />W0 <br />a)M M Y <br />(.4 <br />QO <br />U <br />t O <br />o a o000 <br />' <br />U) Q � <br />0 <br />A <br />� <br />N C B DP C <br />G <br />°• <br />F'COo <br />C <br />• <br />Utz- <br />• <br />o <br />a z <br />O .Pd` <br />U <br />�'�5 <br />a <br />1n111�°i.���� <br />U <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 />O <br />'__1 M <br />N M <br />Z M <br />I <br />O <br />6 <br />� 4jM0 <br />ri <br />a •> a, <br />I- > L.L_ <br />L <br />Z 4 <br />z <br />LU <br />LU <br />JLn(D <br />Ln V <br />`� <br />J <br />a <br />z <br />z <br />J <br />Oz <br />LuLL0 <br />wobQw2IY <br />1 <br />Ozzoo-W <br />0tn�0 <br />1^ <br />z�-<U2:< <br />w F- z <br />*� <br />c�zoka.w <br />�gva0 <br />C:)04a <br />U <br />O <br />j N <br />r-I <br />~aOz@ <br />Caw <br />� <br />N <br />110 <br />Ln <br />4� <br />E <br />0 <br />J <br />QTI <br />LUOLu <br />cyVa]Y� <br />C:)Z <br />�•� wWJ0 <br />U <br />l� <br />0� <br />WJZmO <br />0 <br />V <br />S <br />zo0°zz <br />O <br />w <br />Z <br />Qwlw0z00 <br />� <br />LLi Q <br />H <br />MMW <br />OQnn�Cf-7Q�QQtU <br />4-J <br />LMLJ 2: <br />n>¢0, <br />W <br />■� <br />wOu-z <br />�aao8 <br />CCY <br />O <br />d- <br />�N0ZQ <br />LL z <br />1 <br />' <br />� a Y w <br />Q Q H <br />Z <br />M <br />LL <br />j <br />� <br />O <br />Z <br />g <br />z <br />SCALE : <br />AS NOTED <br />PLOT DATE : 01 / 21 / 2011 <br />VERSION NO. <br />imoo <br />JOB NO: 11-0055-60 <br />SHEET NO. <br />