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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 />�11"=W<ATr<N <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT I U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16-1 <br />/1T <br />`NOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />' <br />I CLE <br />CLEAR <br />O. <br />z <br />O <br />95 REBAR AT <br />BOTTOM OF <br />LINTEL CAVITY <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) per ASTM C90 w/ <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 17'4" and <br />6. Rebar 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 />7/32 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 C-926 or other approved <br />coating. <br />12. <br />Lintels loaded simultaneously with veritcal (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. 9 o <br />0 0 0 o s •o <br />8RF6-0B/1T 81`8-013/1T , <br />O O W <br />O -_01 10 O O O <br />8RF14-1B/1T 8F16-1B/1T 8F16-0B/1T <br />Q @) El <br />O o O O <br />8RF22-1B/1T 8F24-OB/1T <br />� O <br />o O O O <br />81`28 0B/1T 8R30 0B/1T <br />0 <br />WRAP FRAMING MEMBER <br />W/ 2 LAYERS 5/8• TYPE •r <br />GYP. BOARD EACH SIDE. <br />FOLLOW GA DESIGN NO. WP3910 <br />FOR ATTACHMENT OF GYP. <br />onAon Tn CDAUMPO uounCo <br />FIRE RESISTANT PLYWOOD <br />- FRAMING MEMBER <br />SEAL GYP. BOARD/ROOF 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 WI <br />UL 1479 OR ASTMIE 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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-10CLEAR <br />>Lu D <br />Q a <br />Q C.M.U. <br />S2pm� d <br />CS�,� <br />Lu <br />N <br />o - - <br />w � p #5 REBAR AT BOTTOM <br />Q ? _ <1 a Q MIN. (1) REQ'D <br />U- <br />Q Q <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 cementibuos coating. See contractor specifications <br />for approved manufacturer products and installation instructions. <br />FIRE RESISTANT PLYWOOD <br />V 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 NO. WP3910) <br />PROM E SP1 & SP2 <br />T&B EACH STUD-N <br />ENGINEERED WOOD <br />TRUSSES @ 24" O.C. <br />2 HR BLOCK D-2 <br />8' CMU WALL W/ #5 BARS <br />VERT. @ V-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 />(2) ROW 10d NAILS <br />AT W O.C. <br />FIRE RESISTANT PLYWOOD <br />4' EA. SIDE OF PARTY WALL <br />BRACING <br />@ 8'-0" O.C. <br />SEE 1/S-5 SI <br />GYP. BD. @ CEILING <br />2X6 P.T. CONT. W/ 5V DIA. <br />A.B. @ Z-8- <br />SINGLE COURSES" K.O. BLK. <br />TIE BM. W/ (1) #5 BAR CONT. <br />LINTEL SCREEN <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 />BACKED INSUL. BETWEEN <br />EACH SIDE <br />MASONRY PARTY WALL <br />(SEE UL DESIGN NO. U905) <br />FIN. FLR. <br />'a <br />' r•,' r, r. •' ram• <br />CLEANED COMPACTED <br />& TERMITE TREATED FILL <br />1'4rx 1'4r CONIC. FTG. 1,�. 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 71W 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 3V 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 />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 2-19 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 />O <br />O <br />N <br />O <br />0 <br />n n O O O O n <br />U <br />G MIN. MIN. MIN. MIN. G <br />UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 <br />LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />O <br />0 <br />H <br />0 <br />8 <br />N <br />L <br />C <br />•fN <br />V C <br />cot <br />I-(DQ) N <br />M O <br />M ;0 <br />.o � <br />onamo <br />ova E <br />N � <br />coo<Ov0 Q <br />�C: <br />O <br />�LL <br />f0 E <br />O1NYO <br />U <br />Ri <br />OO IM <br />�Q CO <br />In 0 <br />m �- <br />A0 <br />B D. <br />N.C.s.o.0 <br />" <br />O <br />t y <br />" WA <br />(a <br />C) Z <br />A <br />.� <br />f°A° <br />y <br />PNG\ <br />� � <br />��fQ8ffk16tr:+,�a�`, <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 />C) <br />-r-4 M <br />N M <br />Z cin <br />O <br />C) <br />US <br />O <br />Q N M <br />ON <br />z <br />M LL <br />L N <br />` J <br />z 4-J <br />Z .21 M <br />W <br />JaM <br />LnW <br />LLn U <br />ri <br />Q <br />z <br />LL.I <br />W LL Q <br />M <br />�Z <br />z <br />z<0 <br />CL <br />oUQQ <br />C)�11OW~W <br />19 <br />W 0 J <br />M <br />} <br />8 <br />3 LC) � � ro <br />W OR N <br />O Z 0 <br />O <br />LV <br />TI <br />NO <br />Ln <br />Z <br />O3 <br />Q <br />OW <br />Y d <br />0 0 � <br />1� <br />I- <br />yaWk <br />m <br />~ Za" <br />z <br />zafa5Zz <br />� <br />W <br />woZ5o <br />a§P <br />W <br />0 <br />z <br />F� Z a <br />OS <br />,--I <br />Z <br />o z Q <br />I..L <br />O <br />�} <br />�aw <br />V~LL <br />LL <br />LU <br />Z <br />z <br />O <br />g <br />SCALE <br />AS NOTED <br />PLOT DATE : 07 / 08 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0958-0961 <br />SHEET NO. <br />