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GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MINIMUM DEPTHS ARE CALLED OUT. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. << Q�V<A ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D % 1-1/2" CLEAR C.M.U. w w coUN mPaWW !i wCo 00Z o�aZi N _J �r1 o W _ ap w rn 5 REBAR AT BOTTOM Z ¢ ? _ -- MIN. (1) REQ'D LL 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 0 0 n O O O O n n O O 1. Hater to manufacturers speclfcations Tor installation. r r TYPE DESIGNATION 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturers specifications. F = FILLED WITH #5 REBAR AT TOP 3. If lintel is scratched or damaged refer to Powers Steel for repair. GROUT / U = UNFILLED IN.. (1) REQ'D 4. Lintel depth to match precast depth. One #5 Bar required top and R = RECESSED 1.1/2" bottom of all Powers Steel lintels. CLEAR 5. A bonding agent must be applied to the Steel Box lintels prior to QTY. OF #5 REBAR @ BOTTOM o applying the cementitiuos coating. See contractor specifications for installation instructions. O 2 o O OF LINTEL CAVITY F approved manufacturer products and ,� o �� J W C.M.U. a w 8F16-1 /1T 2 a �� r� 0 � 1 1 1 ,` z GROUT (2) ROW 10d NAILS mo AT 6" O.C. NOMINAL WIDTH QUANTITY OF #5 REBAR AT 4 :.. #5 REBAR AT FIRE RESISTANT PLYWOOD FIRE RESISTANT PLYWOOD O u_ _ X oo a0 o LOB LL BOTTOM OF 4' EA. SIDE OF PARTY WALL 4' EA. SIDE OF PARTY WALL TOP NOMINAL LINTEL O,00 o CAVITY r HEIGHT BOTTOM REINFORCING 8� PROVIDED IN LINTEL J 7-5/8"ACTUAL (VARIES) IIN Nil N V 4 MATERIALS GENERAL INSTALLATION NOTES 1. fc precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. 3. grouted per ASTM C476 fg = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. minimum net area compressive strength = 1900 psi. 5. All lintels meet or exceed U360 vertical deflection, except lintels I T-4" and 6. Reber per ASTM A615 Grade 60. longer with a nominal height of 8" meet or exceed U180. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 270 low relaxation. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7/32 wire per ASTM A510. 8, Cast -In -place concrete may be provided in composite lintel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load + < 1.0 Safe vertical load Safe horizontal load o o n o ' O 8RF6-0B/1T 8F8-OB/1T U '0 o" O O O O O O 81RF14-113/1T 81`16-113/1T 81F16-013/1T e . O O O O a 8RF22-1B/1T 81`24-013/1T O O O O O O 8F28 0B/1T 8R30 013/1T O O WRAP FRAMING MEMBER W/ 2 LAYERS 5/8" TYPE "X" GYP. BOARD EACH SIDE. FOLLOW GA DESIGN NO. WP3910 FOR ATTACHMENT OF GYP. BOARD TO FRAMING MEMBER. FIRE RESISTANT PLYWOOD - FRAMING MEMBER SEAL GYP. BOARD/ROOF DECKING INTERSECTION W/ ROCKWOOL FIRESAFE INSULATION OR EXPANDING FIRE -STOP FOAM OR FIRE BARRIER CAULK INSTALLED PER MFGR. INSTRUCTIONS (SEALANTS MUST COMPLY W/ UL 1479 OR ASTM E 814) ENG. WOOD TRUSSES WITH VERTICALS SPACED @ 16" O.C. TYPICAL PARTY WALL DETAIL SCALE: 3/4" = V-0" PARTY WALL ENGINEERED WOOD TRUSSES W/VERTICALS SPACED @ 16" O.C. EA. SIDE OF PARTY WALL @ 8'-0" O.C. SEE 1/SS S ENGINEERED WOOD GYP. BD. @ CEILING TRUSSES @ 24" O.C. USP HTA20 @ 48" O.C. ALTERNATING FROM EACH TRUSS SINGLE COURSE 8" K.O. BLK TIE BM. W/ (1) #5 BAR CONT. 2 HR BLOCK D-2 LINTEL SCREEN 8" CMU WALL BARS O.C.VERT. @ 6'-8" O.MAX, MINIMUM REINFORCING LAP = 30" v 1/2" GYP. BD. ON DBL 1x2 FURRING (1 1/2" THK.) VERT. @ 24" O.C. W/ MIN. R-4.2 FOIL NO PLUMBING, MECHANICAL BACKED INSUL. BETWEEN EQUIPMENT, DUCTS OR VENTS EACH SIDE TO PENETRATE PARTY WALL MASONRY PARTY WALL (SEE UL DESIGN NO. U905) GRADE BEAM FOUNDATION TO BE 5" CONCRETE SLAB. STANDARD FOUNDATION TO BE 4" CONCRETE SLAB. SEE PLAN FOR MORE INFO. FIN. FLR. CLEANED COMPACTED r ` & TERMITE TREATED FILL r V-8" x V-8" CONC. FTG. 1, 8„ FOR GRADE BEAM W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. 1 TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE:3/4"=1'1)" 1. CONCRETE BLOCKS* -VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 318 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC` - (OPTIONAL -NOT SHOWN) -1-112 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO -TYPE THERMAX 'BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 O l -+ MIN. MIN. MIN. MIN. G UNIT 1501 UNIT 1399 UNIT 1398 UNIT 1501 1. TRUSSES -TWO REDUNDANT LOAD CARRYING PARALLEL CHORD TRUSSES SPACED 6S/8 IN. APART FABRICATED FROM NOMINAL 2 BY 4IN. LUMBER SPACED 16 IN. O.C. ORIENTATED VERTICALLY. TRUSS MEMBERS SECURED TOGETHER WITH NO.20 MSG GALV STEEL TRUSS PLATES. PLATES HAVE 5/16 IN. LONG TEETH PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE. THE TEETH ARE IN PAIRS FACING EACH OTHER (MADE BY THE SAME PUNCH), FORMING A SPLIT TOOTH TYPE PLATE. EACH TOOTH HAS A CHISEL POINT ON ITS OUTSIDE EDGE. THESE POINTS ARE DIAGONALLY OPPOSITE EACH OTHER 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 TEETH PER IN. OF PLATE WIDTH. 2. WALL ASSEMBLY -THE 2 HR. WALL ASSEMBLY MAY BE CONSTRUCTED FROM ANY UL CLASSIFIED CONCRETE BLOCKS*. SEE U900 DESIGNS FOR DETAILS. 3. GYPSUM BOARD* -2 LAYERS OF 5/8 IN. AND 1 LAYER OF 5/8 IN. (ON BLOCK WALL). WALLBOARD APPLIED HORIZONTALLY OR VERTICALLY WITH 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. 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 AN ALTERNATE, NO.6 BUGLE HEAD DRYWALL SCREWS, 1-7/8 IN. LONG, MAY BE SUBSTITUTED FOR THE 6D CEMENT COATED NAILS. 4. BLOCK FILLER -TOP COURSE, 8 IN. KNOCKOUT BLOCK FILLED SOLID WITH #5 CONT. TYP. 5. HORIZONTAL RIBBON - (2) 1X4 PT HORIZONTAL RIBBON. 6. BATTS AND BLANKETS - (OPTIONAL) - MINERAL FIBER OR GLASS FIBER INSULATION, MAX 8 IN. THICK, PRESSURE FIT TO FILL WALL CAVITIES BETWEEN 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 ALUMINUM FOIL OR KRAFT PAPER AND TO HAVE A MIN DENSITY OF 0.9 PCF (MIN R-13 THERMAL INSULATION RATING). 7. PLYWOOD -15/32 OR 19132 IN. THICK WOOD STRUCTURAL PANELS, MIN GRADE "C-D" OR "SHEATHING". FACE GRAIN OF PLYWOOD OR STRENGTH AXIS OF PANELS TO BE PERPENDICULAR TO TRUSSES WITH JOINTS STAGGERED. 8. FURRING CHANNELS - MIN 0.019 IN. THICK (25 GAUGE) GALV STEEL, 1S/8 IN. WIDE ON TOP AND 2S/4IN. WIDE AT BOTTOM BY 7/8 IN. DEEP. SPACED 24 IN. OC PERPENDICULAR TO FLOOR WITH A CHANNEL PARALLEL TO AND APPROXIMATELY 3 IN. ABOVE FLOOR AND 3 IN. BELOW CEILING. CLEARANCE BETWEEN VERTICAL AND HORIZONTAL CHANNELS 1.2 IN. *BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. 554 LINTEL PLAN SCALE: 3/16"=1'-0" O N i C .N N u vi C W CM I- CV Q) a) 4-00 0Km O� ON M N Ln N Ln 00 m ttl d U p) p N C LL M N - C D �N o N U , acO O o a00 ' CnQ - to O d' v rn 0 A 0 N C, D C g.XP a BD® t.��, • XV► �� N , is .LJLC��iCYu-��. _ +� f Z * LL •••.••t To the best of the engineer's knowledge and understanding, the structural plans and specifications comply with the 2007 Florida Building Code, Residential with 2009 revisions signed and sealed for the structural portion of this drawing. a O '__1 M N M Z;(L)Ln 'M 0 O > �M 00 Q .L 1 '0� f N N n z faWZ J W O t) lfl N In V Q Z � ZO W J w U_ LU mZl-Cti mil- �Gno pz> Z U rl a of Za¢UaQ T O �-'w~Z Z p a W Wg��oJ U=O�W ~aOZO w O W �J NO Lnz J wa'OQ <(¢cYc�� a O w0000 UV-1inmO 0-LL�LL ' zO'-Q Z Z LU w a(D_JW Q Z � W LL r�uwOLLza a0!LU2:0 �?QO� ri vt d Q Z Q ■--I 1 J c Y w Q O O < F- LL j Z z 0 SCALE : AS NOTED PLOT DATE: 09 / 12 / 2011 VERSION NO. 1001 JOB NO: 11-1260-1263 SHEET NO.