|
ICC-ES NER1111111111393
<br />Used for Florida State Wide Product :approval #
<br />FL474
<br />Products, on this Report- which are approved. -
<br />Product
<br />Florida #
<br />Product
<br />Florida #
<br />Product
<br />Florida #
<br />Product
<br />Florida #
<br />AS44
<br />FL474.6
<br />H2.5SS
<br />FL474.102
<br />HIT3524
<br />FL474.128
<br />LU26
<br />FL474.225
<br />AB44R
<br />FL474.7
<br />H2.SSSN
<br />FL474.102
<br />HIT352(3
<br />FL474.129
<br />LU28
<br />FL474.226
<br />AS46
<br />FL474,8
<br />H2.5Z
<br />FL474,102
<br />HIT418
<br />FL474.130
<br />LUP210
<br />FL474,227
<br />AB46R
<br />FL474.9
<br />H2SS
<br />FL474.101
<br />HIT420
<br />FL474.131
<br />LUP24
<br />FL474,228
<br />AB66
<br />FL474.10
<br />H2SSN
<br />FL474.101
<br />HIT422
<br />FL474.132
<br />LUP26
<br />FL474.229
<br />AS66R
<br />FL474.11
<br />H2Z
<br />FL474.101
<br />HIT424
<br />FL474.133
<br />LUP28
<br />FL474.230
<br />CB1010
<br />F1.474.33
<br />H3
<br />FLA74.103
<br />HIT426
<br />FL474.134
<br />MAB15
<br />FL474.244
<br />C81012
<br />FL474.34
<br />H38
<br />FL474,103
<br />HPA28
<br />FL474.135
<br />MAB15Z
<br />FL474.244
<br />CB1212
<br />FL474.35
<br />H3SS
<br />FL474,103
<br />HPA35
<br />FL474.1385
<br />MA823
<br />FL474.245
<br />CB44
<br />FL474.36
<br />H3SSN
<br />FL474,103
<br />JB210
<br />FL474.177
<br />MA823Z
<br />FL474.245
<br />CB46
<br />FL474.37
<br />H3Z
<br />FL474,103
<br />JB212
<br />FL474.178
<br />MPA132
<br />FL474.248
<br />C648
<br />FL474.38
<br />H4
<br />FL474,104
<br />JB214
<br />FL474.179
<br />MPA144
<br />FL474.249
<br />CB66
<br />FL474.39
<br />H46S
<br />FL474.104
<br />JB26
<br />FL474.180
<br />PA18
<br />FL474.259
<br />CB68
<br />FL474.40
<br />H4SSN
<br />FL474.104
<br />JB28
<br />FL474.181
<br />PA23
<br />FL474.260
<br />CB88
<br />FL474.41
<br />H4Z
<br />FL474.104
<br />LB210
<br />FL474.187
<br />PA28
<br />FL474.261
<br />EPB44
<br />FL474.55
<br />H5
<br />FL474.105
<br />LB212
<br />FL474.188
<br />PA35
<br />FL474,262
<br />EPB44A
<br />FL474.53
<br />H5SS
<br />FL474,105
<br />L8214
<br />FL474.189
<br />Pk118
<br />FL474,265
<br />EPB44AB
<br />FL474,56
<br />H5SSN
<br />FL474.105
<br />LB216
<br />171-474.190
<br />PAI23
<br />FL474.266
<br />EPB44AMB
<br />FL474.56
<br />H5Z
<br />FL474.105
<br />L626
<br />FL474.191
<br />PA128
<br />FL474,267
<br />EPB46
<br />FL474.58
<br />HIT318
<br />FL474.120
<br />LB28
<br />FL474.192
<br />PA135
<br />FL474.268
<br />EPB66
<br />FL474.59
<br />H€T320
<br />FL474.121
<br />LC844
<br />FL474.193
<br />PATM25
<br />FL474,269
<br />EPB66-12
<br />FL474.59
<br />HIT322
<br />FL474.12.2
<br />LC846
<br />FL474.194
<br />PF24
<br />FL474.293
<br />H1
<br />FL474.95
<br />HIT324
<br />FL474.123
<br />LCB66
<br />FL474.195
<br />PF24Z
<br />FL474.293
<br />H1Z
<br />FL474.95
<br />HIT326
<br />FL474.124
<br />LTT19
<br />FL474.220
<br />PF26
<br />FL474.295
<br />H2
<br />FL474.101
<br />HIT3518
<br />FL474.125
<br />LTT206
<br />FL474221
<br />PF26Z
<br />FL474.295
<br />H2.5
<br />FL474.102
<br />HIT3520
<br />F'L474,126
<br />LU210
<br />FL474.223
<br />1-12,58
<br />FL474.102
<br />HIT3522
<br />FL474.127
<br />LU24
<br />FL474.224
<br />TM
<br />SIMPSON STRONG -TIE COMPANY, INC
<br />TYPE "A" STIRRUPS
<br />7/32"0 BAR ►')
<br />STIRRUPS 1
<br />7/32"0 BAR
<br />STIRRUPS
<br />TYPE "B" STIRRUPS
<br />M
<br />1 4" - 8" LINTELS L6 1/4" - 8" LINTEL'_
<br />STIRRUP DETAILS STIRRUP DETAILS
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />8" PRESTREcSED U-LINTEL DATA TABLE
<br />LINTEL
<br />VOEYME
<br />WEIGHT
<br />A STEEL
<br />B T STEEL
<br />W
<br />SPACING
<br />STIRRUPS
<br />TYPE
<br />I LEI. N
<br />LNG
<br />14'-8"
<br />0.134
<br />542
<br />7432 BAR
<br />1 -3
<br />7/32 BAR
<br />14 -6
<br />4 O 3'-0-
<br />9
<br />15'-4"
<br />0.140
<br />567
<br />7/32 BAR
<br />1 -3
<br />7732 BAR
<br />15 -2"
<br />4 O 3'-2"
<br />9
<br />17 -4
<br />0.158
<br />639
<br />7 32 BAR
<br />1 -3
<br />7 32 BAR
<br />17 -2
<br />4 O 3'-8"
<br />9
<br />19'-4"
<br />0.176
<br />713
<br />7 32 BAR
<br />1'-3"
<br />7 32 BAR
<br />19 -2"
<br />4 O 4'-2"
<br />9
<br />21'-4"
<br />0.194
<br />787
<br />7/32 BAR
<br />V-3"
<br />7/32 BAR
<br />/
<br />21'-2"
<br />S O 3'-8 3/4"
<br />10
<br />15 -0
<br />22'-0"
<br />0.200
<br />811
<br />7/32 BAR
<br />1 -3
<br />7/32 BAR
<br />21'-10"
<br />5 O 3' 10 3/8
<br />10
<br />16 -0
<br />24'-O"
<br />0.219
<br />B85
<br />7/32 BAR
<br />1 -3
<br />7/32 BAR
<br />23'-10"
<br />5 O 4'-3 1/8"
<br />10
<br />16'-0
<br />8" PRECAST W/ 2" RECESS DOOR U-LINTEL DATA TABLE
<br />LSIZEL
<br />OLEVNCTALLH
<br />LENGTH
<br />VOEYME
<br />C
<br />W�IGFIT
<br />BS
<br />OM T
<br />C.
<br />SPACING
<br />sr"4U s/
<br />pRutRS
<br />TYPE
<br />NGTH
<br />2'-B"
<br />4'-4"
<br />3'-0"
<br />0.036
<br />146
<br />#3 REBAR
<br />3 -To
<br />7/32 BAR
<br />3'-8"
<br />N/A
<br />4
<br />3'-0"
<br />4'-6"
<br />3'-4"
<br />0.037
<br />150
<br />#3 REBAR
<br />-
<br />7 32 BAR
<br />3'-10"
<br />N/A
<br />4
<br />4 -0
<br />5'-8
<br />4-4
<br />0.047
<br />-
<br />A
<br />5'-0"
<br />N/A
<br />6
<br />4 -4
<br />5'-10"
<br />4'-B"
<br />0.047
<br />190
<br />#3 REBW-
<br />2 BA
<br />5 -2
<br />5 -4
<br />0.054
<br />-
<br />3 REBAR
<br />6*-0-
<br />7'-6"
<br />6'-4"
<br />0.060
<br />243
<br />#4 REBAR
<br />-
<br />/3 REBAR
<br />6'-10"
<br />M2'-O'8
<br />9'-8"
<br />8'-4"
<br />0.078
<br />316
<br />/4 REBAR
<br />-
<br />/3 REBAR
<br />9'-0"
<br />OF
<br />m ",w•o-"r
<br />LEGACY REPORT NER-393
<br />Reissued October 1, 2003
<br />ICC Evaluation Service, Inc. e4 Rill OmDe tt 53eo wolkrrnrh 1uS iiar4 vtihBBr, Ci1S:TThie Boeo1 Jt (5B2) e6905a3
<br />wwW.IGC-Oa.OPg R"Mm m=# WD Matideir F%md, sidleA air "hw, A dmm 352'13 # OZ05) 5oDM
<br />Rplo W 011te4 4061 WakRo MYroorRosd CIx8"aLb Hilk 0wIeW4784 (7DB)7W23M
<br />Legacy report on do BOCA' Nadonal BuAkNng Codef1999, the 1999 Standard Build ng Cod6I', the 1907 Un111111rfn
<br />Builieng Code'm, the 2000 ITntsrr ed anal Bending Coda', and this 2000 hrl rnsUma/ Rasldent1W Codes°
<br />DIVISION 06 -WOOD AND PLASTIDS
<br />Soobon 06090 - Wood and Plastic Fastenings
<br />SIMPSON STRONG 71Ee COMPANY, INC.
<br />4120 DubNn Blvd., Sulk 400
<br />DUBI IN, CALIFORNIA 11114111111111111,
<br />1.0 SUBJECT
<br />1.1 Truss and L&Asill Anchors
<br />1.1.2
<br />MAR Mudsill Anchor Blocs
<br />1.2
<br />Joist Hangers
<br />I JL1
<br />HIT Hangers
<br />I Z2
<br />JB/LB Joist Hangers
<br />1.2.3
<br />PF
<br />1.2.4
<br />LU
<br />3.1.2 MAS Mudsill Anchor Block
<br />1.2.5
<br />LUP
<br />MAB mudell anchor black Is a No. 18 gauge dle frm oed
<br />1.3
<br />_
<br />s
<br />pact 1'/4 inches (32 mm) wide, with an embossed hook on
<br />1.3.1
<br />LLTMTTI
<br />one end as shown in the figure with Table 3, The hook is
<br />g
<br />1,3"2
<br />H1/H2/H2.5/H3M41H5
<br />embedded a minimum 17f 7 Inches (178 mm) into concrete Or
<br />1.&3
<br />AB
<br />grout that has a minimum compreesive strength of 2.600 psi
<br />1.3"4
<br />EPB
<br />(17.2 Lf)s) at 28 days. The 1 V. Inch (32 mm) strap Is soft
<br />1.&S
<br />LCBICB
<br />into two legs, each a inch (22 mm) wide, and punched with
<br />61. inch diameter (4 mm) holes. The legs are designed to
<br />1.4
<br />Purfin
<br />wrap around either a 2 x 4 or 2 x 8 mudalll, with nailing noted
<br />1.4.1
<br />PAIPAI/PAT/PATWPAR/PARP
<br />in Table 3. Steel complies w6h ASTM A 663 SQ Grade 33
<br />1.4,2
<br />MPAI
<br />specifications and has a minimum yield strength d33,000 psi
<br />1.43
<br />HAIHPAT
<br />(214 MPa) and a minimum tensile strength of 45,000 psi (310
<br />MPa). Allowable shear and uplift loads shall be in
<br />2.0
<br />PROPERTY FORWHICH EVALUATION ISSOUGHT
<br />s000rdarlce with Tsble 3•
<br />Structural Wood Connections
<br />3.2 Joist Hangars
<br />3.0
<br />DESCRIPTION
<br />3.2.1 HIT Hangers
<br />3.1
<br />Thus and Mudoll Anchors
<br />HIT hangers are die formed from No. 16 gauge galvanized
<br />steel and we used to support prefabrkatsd wood I-Jdsis.
<br />AIT93 Truss Anchors and Truss Sit
<br />The seat is 3 Inches (PS mm) deep and is offset % inch (13
<br />ETAfrSS
<br />emb as anchors seat snap -ins
<br />mm) from the support face, with the width amesponding to
<br />are used
<br />to attach roe eN5 concrete and masonry
<br />the particular supported member dimensions. The hangers
<br />walls.
<br />Straight end a ETA am available
<br />have a top flange depth ranging from 2d inches to 3 inches
<br />in six
<br />sizes a variety of apple The TSS, a
<br />(60 to T6 mm). See the figure with Tablas 4 and 5 for
<br />com
<br />roduct of the ETA. is used to Isture
<br />additional details. Steal compiles with ASTM A 653 CQ
<br />between the concrete anid the miss. The fi u
<br />speclllcatlans and has a minimum yield strength of 2a,000 psi
<br />(193 MPa) and a minfnwmtena0e strength of 38,000 psi (252
<br />JCC-M t gmy rsporo sr her a be ca,w iW m rKprs•rw ft asm6i a or sly odw awlb•br sortp.olpoaRy oddroeHai nor sr dW to be womwed s
<br />ar RBw�Tlffdral/ glftAr /N�f.,ER gflAe rlmlVr era � j(7r i• Rae. T9tse it hp Rtss■ITy bYlCC AsanrRlyoa.fiovieR. bile, rOve+i a d0/ient m b
<br />�J' lr"O'16 or orbs wager Ao dJs npevt war it a4'P' dU&CaVmWdby 0"^^P•'A
<br />PaaR -1 of is
<br />cgwght o nw
<br />TYPE "A" STIRRUPS ALL RECESS LINTELS
<br />TYPE "8: STIRRUPS ALL OTHER UNTELS
<br />TYPE "A" STIRRUPS
<br />HOOR[o RERAR TYPICAL TYPICAL
<br />RECESS UNTELS
<br />I
<br />it
<br />... ._. __._..._ STRUT _
<br />RECESS LIRITELS 2" TYPICAL
<br />PRECAST LINTEL REINFORCING CAGE FABRICATION MODEL r" FAR RECESS
<br />i PRESTRESSED LINTEL REINFORCING CAGE FABRICATION MODEL 1®
<br />�`.. -(SEE GENERAL NOTE 6 FOR SYNTHETIC FIBER OPTIONi
<br />8" PRECAST V(/ 2" RECESS DOOF_U-LiNTEL
<br />KAIj, M.T.S.
<br />8" PRECAST U-LINTEL DATA TABLE
<br />SIZEL
<br />VOEYME
<br />W IIBGS T
<br />1 BOTT
<br />rYPE
<br />#3 REBAR
<br />STEEL
<br />LENGTH
<br />2'-9"
<br />TYPE
<br />7/32 BAR
<br />I LENGTH
<br />2'-6-
<br />SPACING
<br />N/A
<br />4
<br />2'-10"
<br />0.026
<br />102
<br />3'-6"
<br />0.032
<br />126
<br />3'-5"
<br />3 -11
<br />7/32 BAR
<br />7 32 BAR
<br />3'-2-
<br />V-8
<br />N/A
<br />N A
<br />4
<br />4
<br />4'-0"
<br />0.037
<br />144
<br />4'-6"
<br />0.041
<br />162
<br />4'-5"
<br />BAR
<br />4'-2"
<br />N/A
<br />4
<br />5 -4
<br />0.049
<br />-3
<br />BA
<br />5 -0
<br />N/A
<br />6
<br />5'-10*
<br />0.054
<br />1
<br />#3 REBAR
<br />5 -9
<br />f73 BAR
<br />5'-6"
<br />N A
<br />6
<br />6'-6"
<br />0.oeo
<br />234
<br />#4 REBAR
<br />6'-5'
<br />8AR
<br />6'-2"
<br />N A
<br />6
<br />7'-6"
<br />0.069
<br />270
<br />/4 REBAR
<br />7'-5"
<br />7/32 BAR
<br />7'-2"
<br />N/A
<br />6
<br />9'-4"
<br />0.086
<br />336
<br />;y4 REBAR
<br />9'-3"
<br />#3 REBAR
<br />9'-0"
<br />2 -0
<br />8
<br />10'-6"
<br />0.096
<br />378
<br />#4 REBAR
<br />10'-5"
<br />#3 REBAR
<br />10'-2"
<br />2'-0"
<br />e
<br />11'-4"
<br />0.104
<br />408
<br />111 REBAR
<br />11'-3"
<br />#3 REBAR
<br />11'-0"
<br />3 -0
<br />8
<br />12 -0
<br />0.110
<br />REBAR
<br />11 -11
<br />#3 REBAR
<br />I I'-8
<br />3 -0
<br />8
<br />13'-4"
<br />0.122
<br />430
<br />jF5 REBAR
<br />13 -3"
<br />#3 REBAR
<br />13'-0"
<br />3'-0
<br />8
<br />14'-0"
<br />0.129
<br />504 1
<br />/5 RE AR
<br />13'-11
<br />#3 REBAR
<br />13'-8"
<br />3-0
<br />8
<br />8" PRECAST U-LINTEL
<br />KALE, M.T.S.
<br />8" PRESTRESSED U-LINTEL
<br />SCAM A.T.S.
<br />GENERAL NOTES:
<br />1. REINFORCING STEEL: 7/32 BAR ASTM A510; f3, #4, 5. NOTE: THE TOTAL NUMBER Of STIRRUPS
<br />AND /5 REBAR GRADE 60 ASTM A615; 7/16 INCH
<br />REQUIREO IS COUNTED STARTING FROM EACH
<br />DIAMETER 270KS1 LOW -RELAXATION PRESTRESSING
<br />END OF THE REINFORCING CAGE; FOR EXAMPLE
<br />SRTAND ASTM A416.
<br />- NO. OF STIRRUPS - 4, THEN THE
<br />2. CONCRETE STRENGTHS: Vc = 5000 PSI FOR 8"
<br />REINFORCING CAGE MODEL SHOWS 2 STIRRUPS
<br />PRESTRESSED LINTELS; f'c = 3500 PSI FOR ALL
<br />FROM _k N
<br />PRECAST 6 INCH LINTELS.
<br />/ 6. 2.5 POUNDS OF POLYPROPYLENE FIBERS PER
<br />3. INITIAL PRESTRESS FORCE - 0.70 x fpu.
<br />` CU.YO. OF CONCRETE MAY BE USED IN LIEU
<br />I OF PRESTRESSED LINTEL REINFORCING CAGE J
<br />4. STRIPPING STRENGTH: PRESTRESSED
<br />` TO RESIST UFTING AMD HANDUNG FORCES.
<br />LINTELS = 3500 PSI.
<br />v A ob Z .01
<br />CRAIGPARRINO
<br />THIS PROPRIETARY INFORMATioN IS PROVIDED FOR PRODUCT APPROVAL. IT IS 6324 CR 579 l; _
<br />PROTECTED BY COPYRIGHT LAWS AND CANNOT BE REPRODUCED OR DISTRIBUTED SEFFNER. FL 33584 n1lun,; ��,ac �" ,ace f'or�t1+al
<br />WITHOUT THE PRIOR WRITTEN CONSENT OF FECP CORPORATION. FL. P.E. LIC, NO.44756 DI"'"IIII
<br />TITLE: CAST_ r Rr"_'i E 8" LINTEL FABRICATION DETAILS
<br />_�i® - -.
<br />,IN FINE NAME: DBSU6I.DWG ORAWN 11Y: JOHN HOY
<br />rllw �[ tl. IR- RATION) SCALE: NOT TO SCALE
<br />uMros w°� au. {'"m• r 42) J DATE: 06/07/96 CHECKED BY: CRAIG PARRINO, P.E. - REG. NO. 44756 I DRAWING No. FD8 SHEET i OF I
<br />Pegs 4 of 19
<br />NER-393
<br />4.0 INSTALLATION
<br />61 Test report on
<br />structural
<br />wand Connectors 41
<br />accordance With ASTM D 1761,
<br />prepared by Testing
<br />The msnufacturse'spublished installation instruclionsandthis
<br />Engineers, Inc., signed byRostarn F.afamiiari, P.E.:
<br />report shall be adhered to and a copy of these instructions
<br />shall be avellable at all times on the jab site during
<br />installation.
<br />Request No.
<br />Report Date
<br />Model W,
<br />:5,0 IDENTIFICATION
<br />0132PM3046
<br />3/28186
<br />HIT422
<br />The SdmpawStrong-Tlefasteners covered bythis reportshall
<br />85328
<br />3J31/86
<br />J8210
<br />be identified by a label or stamp bearing the manufachmer's
<br />85328-18
<br />6/27186
<br />H3
<br />rlalne, [CC -ES is9acy report number, and name of the quality
<br />cordial agency,
<br />85328-19
<br />6127186
<br />H2,5
<br />6.0 EVIDENCE SUBMITTED
<br />85328-23
<br />6127186
<br />H2
<br />6.1 Test report on Structural wood connectors in
<br />8532..8-24
<br />W.7/86
<br />H1
<br />accordance with ASTM 0 1761, prepared by Testing
<br />Engineers, Inc.;
<br />85328-27
<br />7107186
<br />MAR
<br />85328-28
<br />7/07/86
<br />MAR
<br />P"Uset No. i:3ato Modal No. ftr*d & Seated
<br />85328-31
<br />7/07/86
<br />MAS
<br />AL134148 10/28171 PA -PAT VaughnR. Peters
<br />M2042 7/25185 LU
<br />85328-35
<br />7107/86
<br />LUP
<br />A176 N1545 LU
<br />85328-37
<br />7118/86
<br />LU24
<br />M8C1330132Q 6r17i85 t-14 Ctx><sd
<br />85328-38
<br />7/18/86
<br />LUP24
<br />Christenson, P.E.
<br />86328-39
<br />7/18186
<br />A966
<br />A231 6l18/M3 PIF24 & Conmo
<br />W26 C:hrtatensen, P.E.
<br />85328-40
<br />7/18/86
<br />AB"
<br />A236 6119/85 PF24 4 Conrad
<br />85328-41
<br />7118186
<br />A846
<br />PF26 Christensen, P.E.
<br />85328-40
<br />9/18/86
<br />A237 6/19/8s
<br />$53228-44
<br />7118/86
<br />LU26
<br />6.2 Test report on structural wood connectors in
<br />accordance with ASTM D 1701, prepared by Testing
<br />85328-54
<br />8/17/86
<br />LU28
<br />Engineers, Inc., signed by David B. Jankovsky, P.E.:
<br />85328-57
<br />8/12/m
<br />LTT-26
<br />Request No, Report Date Made) No.
<br />85328-59
<br />8112tW
<br />LU210
<br />01239MD048 1107186 HIT424
<br />85328-81
<br />10107/88
<br />HIT422
<br />01329M2025 Z20186 J826
<br />85328-83
<br />10/10/86
<br />HPA35
<br />0132QM2025 212OW J028
<br />85328-84
<br />1(kilo88
<br />HPA28
<br />01329M2038 2i20/86 J8212
<br />85328-91
<br />10/29/86
<br />LB1414
<br />01329M2038 2i2OM6 J8214
<br />85328-112
<br />1107/87
<br />H1
<br />01329M2038 2/20/8B LB26
<br />85328-130
<br />2/25187
<br />LU
<br />01329M2041 212ZW LB28
<br />85328-137
<br />2f2W07
<br />LU
<br />01329M2041 b22/86 L8210
<br />853211-138
<br />2/25187
<br />LU
<br />01329M2041 212M 1.3212
<br />85328-154
<br />4itI3187
<br />LB1420
<br />01329M2048 2i27186 L8214
<br />87005-8
<br />t3/C1187
<br />01321DM2048 212711% LB216
<br />87DOS-19
<br />6101187
<br />EPS"
<br />01320M 3013 3113186
<br />87005-36
<br />8(28/87
<br />LTT19
<br />8700"1
<br />8/28187
<br />LTT209
<br />87005-69
<br />9/14/87
<br />JB
<br />88018-24
<br />5104/88
<br />H5
<br />SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR 11-1 INTF1 A
<br />4^=N4M fM
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />8RU6
<br />8RF6-08
<br />8RF6-IB
<br />8RF10-08
<br />8RF14-08
<br />8RF18-OB
<br />8RF22-OB
<br />8Rf26-OB
<br />8RF30-08
<br />BRF10-1B
<br />8RF14-10
<br />BRFIB-18
<br />BRF22-1B
<br />8RF26-18
<br />8RF30-1B
<br />4'-4" (52") PRECAST
<br />1635
<br />1749
<br />3355
<br />3280
<br />4349
<br />5421
<br />6493
<br />7567
<br />1891
<br />3699
<br />5206
<br />6639
<br />8060
<br />9479
<br />10893
<br />4'-6" (54") PRECAST
<br />1494
<br />1596
<br />3063
<br />2992
<br />3968
<br />4946
<br />5924
<br />6904
<br />1756
<br />3699
<br />5206
<br />6639
<br />8060
<br />9479
<br />10893
<br />5-8" (68") PRECAST
<br />866
<br />920
<br />1770
<br />1716
<br />2277
<br />2839
<br />3402
<br />3966
<br />1167
<br />2481
<br />4567
<br />6389
<br />8060NI
<br />7917ps
<br />9311111
<br />5'-10"(70") PRECAST
<br />810
<br />859
<br />1653
<br />1600
<br />2124
<br />2649
<br />3174
<br />3700
<br />111,1 1
<br />2342
<br />4242
<br />6639(,0
<br />8060De)
<br />7402(,0
<br />8706(Is
<br />6'-8" (80") PRECAST
<br />797
<br />901
<br />901
<br />1825
<br />3120
<br />5048
<br />7747
<br />9448
<br />7360
<br />1825
<br />3120
<br />5048
<br />7915
<br />9479
<br />10893t321
<br />7'-6" (90") PRECAST
<br />669
<br />755
<br />1490
<br />2459
<br />3776
<br />5743
<br />7239
<br />5623
<br />755
<br />1490
<br />2459
<br />3776
<br />5743
<br />8998ps
<br />1089 r4
<br />9'-8" (116") PRECAST
<br />411
<br />466
<br />999
<br />999
<br />1568 1
<br />1568 1
<br />2253 1
<br />2253 1
<br />3129
<br />3129 1
<br />4091
<br />4150
<br />3146
<br />5891µ
<br />526
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
<br />GENERAL NOTES
<br />MIAM11-
<br />MIAMI-DADE COUN I"I . ITORIUA
<br />MI':"I'RO-DAUB FLA(il i:J: Bt;11.1)IN(.i
<br />BUILDING CODE. COMPLIANCE OFFICE (BCCO)
<br />PRODUCT CONTROL DIVISION
<br />140 WEST FLAGLER STREET, SUITE 1603
<br />MIAMI. F1.0RiDA 33130-1563
<br />NOTICE OF ACCEPTANCE (NOA)
<br />(305) 375-2901 I AX (305) 375-2908
<br />www.buildinitcodeunlinc.coln
<br />Cast -Crete Corporation
<br />- - - -
<br />P.O. Box 24567
<br />Tampa, Florida 33623
<br />SCOPE:
<br />This NOA is being issued under The applicable rules and regulations governing the use of construction materials.
<br />The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
<br />by the Board ofRUlcs and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
<br />the Authority flavink .lurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
<br />Division (In Miami Dade County) and/or the AH.1 (in areas other than Miami Dade County) reserve the right to
<br />have this product or material tested fur quality assurance purposes. If this product or material fails to perform in
<br />the accepted manner, the manufacturer will incur the expense of such testing and the Ail.l may immediately
<br />revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
<br />to revoke this accepta.Ttce, if it is determined by Miami -Dade County Product Control Division that this product or
<br />material fails to meet the requirements of the applicable building code.
<br />This product is approved as descrihed herein, and has been designed to comply with the iligh Velocity Hurricane
<br />Zone of the I'lorida Building Code.
<br />DESCRIPTI.ON: "Cast -Crete" 8 inch High Strength Precast and Prestressed Concrete Lintels
<br />APPROVAL. DOCUMENT: Drawing No. FUb, tilled "Cast -Crete 8" Lintel Fabrication Details", sheets i
<br />through 3 of"), prepared by Craig Parrino, P.I:., dated June 7, 1996. last revision dated February 17, 2006, signed
<br />and sealed by Craig Parrino, P+{ bearing the Miami -Dade County Product Control Revision stamp with the
<br />Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
<br />MISSILE IMPACT' RATING: Lame and Small Missile Impact
<br />LABELINC:: Each lintel shall bear a permanent label with the mal)Lltacturer'.s name or logo and the Miami -Dade
<br />County logo.
<br />RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no
<br />change in the applicable building code negatively affecting the pertbrmance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
<br />materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
<br />product, for sales, advertising or any other purposes .shall automatically terminate this NOA. Failure to comply
<br />with any section of this NOA shall be cause for termination and removal of NOA.
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, 1-lorida, and followed by
<br />the expiration date may he displayed in advertising literature. If any portion of the NOA is displayed, then it shall
<br />be done in its entirely.
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
<br />and shall be available for inspection at the job site at rile request of the Building Official.
<br />This NOA revised & renews NOA # (13-0605.05 and consists of this page I, evidence submitted pages E-1. E-21
<br />& E-3 as well as approval document mentioned above.
<br />The submitted documentation was reviewed by lmy A. Makar, P.E.
<br />NOA No 06-0222.01
<br />Fxpiration Date: 05/21/2011
<br />Approval Date: 05/25/2006
<br />05 725-�Zo 0 6 Page i
<br />SAFE LATERAL LOADS FOR
<br />8" PRECAST wl 2" RFrFSl2 nonR I I.I INTPI c
<br />SAFE LOAD
<br />PLF
<br />TYPE
<br />LENGTH
<br />8RU6
<br />8RF6
<br />REIN*.
<br />CMU
<br />4'-4" (52") PRECAST
<br />758
<br />757
<br />1365
<br />4'-6" (54") PRECAST
<br />694
<br />693
<br />1249
<br />5'-8" (68") PRECAST
<br />408
<br />407
<br />734
<br />5'-10" (70") PRECAST
<br />382
<br />381
<br />687
<br />6'-8" (80";. PRECAST
<br />595
<br />788
<br />510
<br />7'-6" (90") PRECAST
<br />509
<br />674
<br />393
<br />9'-8" (116") PRECAST
<br />370
<br />490
<br />227
<br />* SEE NOTE 18
<br />1) Materials: 12) Lintels are manufactured with 5-1/2' long notches of the ends to accomodate
<br />- Pc 8' precast lintel = 3500 psi vertical cell reinforcing and grouting.
<br />- f'c prestressed lintel = 6000 psi 13) The exterior surface of lintels installed in exterior concrete masonry walls sholl have
<br />- f'c grout = 3000 psi with maximum 3/8 inch aggregate a coating of stucco applied in accordance with ASTM C-926 or other approved coating.
<br />- concrete masonry units (CMU) ppeer ASTM C90 with minimum net
<br />area compressive strength = 19s0 psi 14 Untels loaded simultoneaus with vertical
<br />- rebar per ASTM A615 Grade 60 ) 1y (gravity or uplift) and horizontal (Ioteral)
<br />- prestressing strand per ASTM A416 Grade 270 how relaxation Toads should be checked for the combined loading with the following equation:
<br />- mortar per ASTM C270 Type M or S Applied vertical load Applied horizontal load S
<br />2) AN safe load tables based on minimum 4 inch nominal bearing. Safe vertical load + Safe horizontal load 1.0
<br />Exception Safe loads for lintel type 8U8 and 8RU6 must be 15) For composite lintel heights not shown, use sate load from next lower height shown,
<br />reduced by 20% if bearing length is less than
<br />6 1/2 inches. 16) For lintel lengths not shown, use safe load from next longest length shown.
<br />3) Provide full mortar bed and head joints. 17) Safe loads are superimposed allowable loads.
<br />4) The number in parenthesis indicates the percent reduction for
<br />grade 40 15wid added rebor. 18) Addifional lateral load capacity can be obtained by the designer by providing additional
<br />Example: 7'-6" Lintel 8F32-18 safe ravity load - 6472 1s) reinforced concrete mosonry above the lintel. See sketch below:
<br />w/ 15% reduction -) 6472 (.85) = 5501 plf
<br />5) NI lintels meet or exceed L/360 deflection.
<br />Exaepti40; Prestress lintel type 8F8 17'-4" and longer meets
<br />or exceeds L/180 deflection.
<br />Use is limited to conditions meeting the Florido Building
<br />Code Sections 1610 or 1612 as applicable
<br />6) Shore filled lintels os required.
<br />7) One 17 rebor moy be substituted for two 15 rebors.
<br />8) Installation/attachment of lintel must comply with the architectural
<br />and/or structural documents.
<br />9) The designer may evaluate concentrated loads from thn We load tables by
<br />calculating the maximum resisting moment and sheor "t d-awoy from (lie
<br />face of support.
<br />10) N.R. = Not Rated
<br />11) Bottom field added rebor to be located at the bottom of the lintel cavity. 1/2" CLR
<br />F'm=1500ps
<br />a SEE SAFE LATERAL LOAD
<br />TABLES FOR LOAD RATING
<br />FOR EACH ADDITIONAL
<br />REINFORCED CMU FULL COURSE
<br />(2) #5 REBAR
<br />`-, GR40 or GR60
<br />SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR 11-1 INTFI S
<br />�asT-�isan
<br />SAFE LOAD - POUNDS PER LINEAR FOOT
<br />TYPE
<br />LENGTH
<br />8RF6-IT
<br />8RF10-lT
<br />8RF14-1T
<br />8RF18-1T
<br />8RF22-IT
<br />8RF26-1T
<br />8RF30-lT
<br />8RF6-2T
<br />8RF10-2T
<br />8RF14-2T
<br />8RF18-2T
<br />8RF22-2T
<br />8RF26-2T
<br />8RF30-2T
<br />4'-4" (52") PRECAST
<br />905
<br />1748
<br />2635
<br />3522
<br />4409
<br />5296
<br />6183
<br />905
<br />1748
<br />2635
<br />3522
<br />4409
<br />5296
<br />6183
<br />4'-6" (54") PRECAST
<br />867
<br />1675
<br />2525
<br />3374
<br />4224
<br />5074
<br />5924
<br />867
<br />1675
<br />2525
<br />3374
<br />4224
<br />5074
<br />5924
<br />5'-8" (68") PRECAST
<br />675
<br />1301
<br />1960
<br />2618
<br />3277
<br />3935
<br />4594
<br />675
<br />1301
<br />1960
<br />2618
<br />3277
<br />3935
<br />4594
<br />5'-10" (70") PRECAST
<br />655
<br />1262
<br />1900
<br />2538
<br />3176
<br />3815
<br />4453
<br />655
<br />1262
<br />1900
<br />2538
<br />3176
<br />3815
<br />4453
<br />6'-8" (80") PRECAST
<br />570
<br />1012
<br />1651
<br />2204
<br />2758
<br />3312
<br />3865
<br />570
<br />1097
<br />1651
<br />2204
<br />2758
<br />3312
<br />3865
<br />7'-6" (90") PRECAST
<br />506
<br />797
<br />1462 sal
<br />1952
<br />2442 16)
<br />2931 (6)
<br />257
<br />506
<br />967
<br />1462
<br />1952
<br />2442
<br />2931
<br />3421
<br />9'-8" (116") PRECAST
<br />395
<br />491
<br />931(12)
<br />130111s
<br />1640(Rs
<br />1980(Is)
<br />2322(16)
<br />395
<br />589
<br />1135 1
<br />1514
<br />1893
<br />2272
<br />2652
<br />(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
<br />GR40 FIELD ADDED REBAR. SEE NOTE NO. 4
<br />TYPE DESIGNATION
<br />81_18 8F8 8F12 8F16 F = FILLED WITH GROUT / U = UNFILLED
<br />QUANTITY OF #5 REBAR AT
<br />t BOTTOM OF UNTEL CAVITY
<br />.. I
<br />8F16-1 B/IT
<br />• . ' • NOMINAL WIDTH .-.lJ LgUANTTTY OF 15
<br />NOMINAL HEIGHT REBAR AT TOP
<br />• • #5 REBAR AT TOP
<br />MIN. (1) REQ'O
<br />" 1-1/2" CLEAR
<br />■
<br />i
<br />i
<br />M
<br />■ ■
<br />i
<br />C.M.U.
<br />° GROUT
<br />- /5 REBAR AT BOTTOM
<br />• • OF LINTEL CAVITY
<br />BOTTOM REINFORCING
<br />8F32 $F28 8F24 8F20 7-5/8' ACTUAL I PRONDED IN LINTEL
<br />OF
<br />IAL
<br />nil MA•OMY (MpI!'t" PRG4r OOR rO RATION )
<br />nn,w NID LMN ooxelui
<br />NMRtii .� 1.1A ,. 1 •• •Mw�. ]Jr27
<br />B" NOMINAL. WIDTH (VARIES)
<br />2 -ZO -Zdo� Ell., ll 1 y rl-.1;
<br />S1zi_t:7h-Eafi
<br />CRAIG PARRINO Imo: .ai a its oZ L
<br />6324 CR 57905��?�o i I
<br />SEFFNER. FL 33584
<br />FL. P.E. LIC. No.44756 TL.iu, i l;:• "'.::'e:� ;t d:ina you
<br />TITLE: CAST- E 8" LINTEL FABRICATION DETAILS
<br />FILE NAME: DBSUBI.DWG DRAWN BY: JOHN HOY _ _ _ SCALE: NOT TO SCALE
<br />DATE: 06/07/96 CHECKED BY: CRAIG PARRINO, P.E. REG. NO. 4475b DRAWING No. FOB SHEETS OF 3
<br />ALL RIGHTS RESERVE)
<br />GORDA h ASSOCUTES ARCHRECiS®2008 COPYRIGHT
<br />REVISIONS
<br />1
<br />8-13-08
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<br />DATE.
<br />5/30/08
<br />SCALE:
<br />AS NOTE)
<br />JOB No.: 27013
<br />SHEET:
<br />A21
<br />OF
<br />22
<br />SHEET`:
<br />
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