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GENERALNOTES <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. 4N 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 />< �`T=< O<AT�� <br />TYPE DESIGNATION <br />F = FILLED WITH <br />REBAR <br />AT TOP <br />GROUT/ U = UNFILLED <br />IN. <br />1) REQ'D <br />R RECESSED <br />_10 <br />EAR <br />-QTY. OF #5 <br />REBAR @ BOTTOM <br />0 <br />-ICIL <br />OF LINTEL CAVITY <br />!E <br />W, <br />C.M.U. <br />W <br />8F16-1B/1T <br />No <br />0 <br />�QUANTITY <br />z <br />-GROUT <br />OMINAL OF <br />WIDTH #5 RE13AR AT <br />#5 REIRAR AT <br />TOP <br />BOTTOM OF <br />NOMINAL- <br />a - <br />LINTEL CAVITY <br />HEIGHT <br />REINFORCING <br />PROVIDED IN LINTEL <br />(VARIES) <br />__J__BOTTOM <br />7-5,rACTUAL <br />MATERIAL <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 ASTIM C476 fg = 3000 psi wl <br />3. <br />Installation of lintel must comply with the architectural and/or structural drawings. <br />4. maximum 3/8" aggregate and 9" to 11" slump. <br />4. <br />U-Lintels are manufactured with 5-112" long notches at the ends to accommodate <br />5. Concrete masonry units (CMIU) per ASTM C90 ve <br />vertical call reinforcing and grouting. <br />minimum not area compressive strength = 1900 psi. <br />S. <br />All lintals most or exceed U360 vertical deflection, except lintels 11TA" and <br />6. Reber per ASTM A615 Grade GD. <br />longer with a nominal height of 8" meet or exceed L11 90. <br />P restressing stra nd per ASTM A416 grade <br />6. <br />Bottom field added reba r In be located at the botlDm of the lintel cavity. <br />7. 270 low relaxation. <br />7. <br />7/3Z'diarnater wire stirrups are welded to the bottom steel for mechanical anchorage. <br />7/32 Wre per ASTM A510. <br />8. <br />Castwin-place concrete may be provided in composite lintel in lieu of concrete <br />8. Mortar perASTM 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 ASTMI C-926 or other approved <br />coating. <br />12. <br />Lintels loaded simultaneously with veritcal (gravity and uplift) and hodZDntB] (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load Applied horlwntal load 1.0 <br />Safe vertical load Safe h0rlZDntal load <br />1 1'. - . . ' ' ' - - <br />.0. 0 <br />0' <br />E00" <br />8RF6-OB/lT 8F8-0B/1T <br />0.- <br />D <br />8RF14-1B/1T 8F16-1B/1T V16-01EIMT <br />D I. . .- _- 3. E <br />8RF22-1B/1T 8F24-0B/1T <br />0 0 0 0 <br />8F28 OB/1 T 8R30 OB/1 T <br />9 (j) <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 />BOARD TO FRAMING MEMBER. <br />1 1 a- <br />FIRE RESISTANT PLYWOOD <br />� FRAMING MEMBER <br />SEAL GYP. BOARDIROOF DECKING <br />NTERSECTION W/ ROCKWOOL FIRESAFE <br />NSULATION OR EXPANDING FIRE -STOP FOAM <br />OR FIRE BARRIER CAULK INSTALLED PER MFGR. <br />INSTRUCTIONS (SEALANTS MUST COMPLY W1 <br />UL 1479 OR ASTIVI E 814) <br />11 <br />BALLOON FRAME W; D STUD <br />PARTY WALL TO ROOF DECK <br />(SEE GA DESIGN NO, WP39110) <br />TYPICAL PARTY WALL DETAIL <br />SCALE: 3/4" = 1'-0' <br />same in 10 <br />A <br />Ask <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP -M <br />MIN. (1) REQ'ID n_� 1-11r CLEAR <br />EEL--M <br />W <br />\\\,-C.M.U. <br />C13 <br />U'J W <br />UJ 0) <br />g wo t; <br />z it z <br />5 REBAR AT BOTTOM <br />�IN. (1) REOD <br />U) L6 <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 protecfion of lintel to prevent rusting. <br />Refer to manufacturees 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 />4'EA- SIDE OF PARTY WALL <br />PROVIDE USP R77A <br />@ TOP EA. STUD <br />BALLOON FRAME WOOD STUD <br />PARTY WALL TO ROOF DECK <br />(SEE GA DESIGN NO. WP391 0) <br />BOTTOM EA <br />ENGINEEREDWOOD <br />TRUSSES @ 24' D.C. <br />2 HR BLOCK D-2 <br />8"CMU WALL W/#5 BARS <br />VERT. @ &-r O.C. MAX. <br />MINIMUM REINFORCING <br />LAP = Nr <br />�NO PLUMBING, MECHANICAL <br />EQUIPMENT, DUCTS OR VENTS <br />TO PENETRATE PARTY WALL <br />GRADE EAM FOUNDATION <br />TO BE S!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 />(2) ROW 10d NAILS <br />AT 6"O.C. <br />nRE RESISTANT PLYWOOD <br />4! EA. SIDE OF PARTYWALL <br />@ 8'-0- D.C. <br />SEE 1/S-6 S <br />GYP. BID. @ CEILING <br />2X6 P.T. CONT. W/ 5/8"DIA. <br />A.B. @ 2-4r <br />SINGLE COURSE 8"K.O. BILK <br />TIE BM. W/ (1) #5 BAR CONT. <br />LINTEL SCREEN <br />10 GYP. BID. ON DBL lx2 <br />FURRING (111/2 THK.) VERT . <br />@ 24' D.C. W/ MIN. R4.2 FOIL <br />BACKED INSUL. BETWEEN <br />EACH SIDE I <br />MASONRY PARTY WALL <br />(SEE UL DESIGN NO. U905) <br />FIN. FLR. <br />FOR GRADE BEAM <br />I'-8"x V-8" CONC. FTG. -8. <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 WIP 4135 (FM WP 360,9-28-74) <br />APPROX. WEIGHT: 13 PSF <br />THICKNESS: r <br />+ <br />P. <br />BASE LAYER 518'TYPEr 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, 17/8' LONG, 0.085"SHANK 1/4' <br />HEADS 24* D.C. <br />FACE LAYER 518* TYPE'X"GYPSUM WALLBOARD OR GYPSUM VENEER <br />BASE APPLIED AT RIGHT ANGLES TO EACH SIDE NTH 8d COATED NAILES 2 318" LONG, <br />0.1 13"HEADS, Ir 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 />.V4* <br />75)o M114. <br />Al <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. 318 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 />S <br />UNIT 1501 <br />SYMETRM <br />MIN. MIN. M11N. <br />UNIT 1399 <br />UNIT 1398 <br />LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />0 <br />C <br />0 <br />0 <br />C <br />(Da' <br />ce) <br />(D <br />ro "0 <br />E Mo o0o <br />0 r, 00 <br />U 0 <br />0 0) <br />�9 P4 P E <br />00 <br />.2 <br />M Cut <br />W <br />r.- cc")) <br />(2 <br />0 'C"'J -102 <br />M <br />0 <br />ago <br />Z 0-0 0 <br />:3 0 go <br />0 CIL 00 <br />U) < - <br />N <br />11 <br />0 0 <br />CI) !� <br />6 <br />A 0 <br />A. <br />40, <br />z CS, <br />70 <br />C3 <br />" <br />/11. <br />_J bo <br />U. <br />f N; <br />f 4 <br />Wf <br />Z.. 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