|
a
<br />v
<br />0
<br />C:,
<br />8
<br />L>
<br />CD
<br />C-4
<br />L6
<br />Kr. FINISH
<br />WDIRMATTACHMENT-
<br />IxCUS7ONIP.T.BUCKTOMASONRY
<br />IxWDOD
<br />MATCH FRAMEWIDTH, ATFACHW/ TRW Q 4-
<br />Ix P.T. BUCK
<br />FROM ENDS AND I? D.C. REMAINDER. ATTACH
<br />WINDOW THRU BUCK 190 Ml PER FLORIDA
<br />ATTACH WINDOW PER
<br />PRODUCT APPROVAL
<br />FLORIDA PRODUCT
<br />APPROVAL
<br />ALTERNATE-
<br />MCONESE4W
<br />2x OR GREATER BLICK TO MMRY
<br />EILLT-UP THICKNESS < 2 Ile = 1/41 vile
<br />FINISH PER EDA71ON
<br />TAPCM @,r FROM ENDS MD 12- O.C.
<br />REMAINDER. wl I 114"EMBEDMENT
<br />Tvpni wwnowATTArWUPk1T nrnii
<br />N. T. S.
<br />FH. N.—
<br />WGIVI-1 40
<br />WOOD BUCK ATTACHMENT:
<br />Kr. FINISH
<br />2x OR GREATER BUCK TO MASONRY
<br />1xXOD
<br />BUILT-UP THICKNESS < 2 1/9 = 1/410 x 4'
<br />b(p.T.BUCK
<br />TAPCON$ @ 4- FROM ENDS AND Ir O.C.
<br />REMAINDER01 1/0 EMBEDMENT
<br />ATTACH DOOR PER
<br />FLORIDA PRODUCT
<br />APPROVAL ALTEMATE:
<br />1xMMPTBUCKTOMWRY
<br />BRICK MOLD MATCH NA *I% ATrACH wl T NAILS @ 4!
<br />FWISH PER ELEVATION FROM ENDSAND I?OP. REMAINDEFL ATTACH
<br />DOOR THRUI I)LICK INTO MASONRY PER FLORIDA
<br />TYPICAL DOOR ATTACHMENT DETAIL
<br />Scale: File Name;
<br />N � T. S WGM-1 50
<br />#3 SWUPSWI —
<br />SPACING PER CHART
<br />INSTALL HOOKED #5 BARS AND LAP INTO
<br />FILLED CELLS AT ENDS OF OPENING wl
<br />ACI SID HOOK & LAP LDM PER PLAN
<br />— #5 BOND BEAM RON. CONTINUOUS
<br />THROUGH LIM BEAM AS SHOWN
<br />ORLAPWITHMPREPL
<br />(IF REQD) PER PLAN
<br />CONC LINTEL BEAM PER
<br />CHO A -A
<br />N
<br />ELEVATION VIEW
<br />TYPICAL CAST -IN -PLACE CONCRETE UNTEL DETAIL
<br />ticale:
<br />1/2"=V-0"
<br />RECESS
<br />EXTERIOR CONC.WALL
<br />GARAiGE DOOR AND TRACKi INSTALLED
<br />4
<br />PER MANUFACTURERS
<br />SPECIFICATIONS.
<br />N WOOD BUCKAINCHORED TO CMU wj
<br />I12`xIr1!BOLTSORWx1rSIMPSON
<br />11TENHD`Sw1?WA$HERSAT2?O.0.&
<br />WITHIN Ir OF TOP AND BOTT% OR (4
<br />FRAMETOBUCKTO ROWS OF I /Px 3' MASONRY SCREINS @
<br />MASONRY I? D.C. STAGGER ROWS r FROM EACH
<br />;L1 f
<br />M N
<br />Vex 2 Ilf HLTI SLEEVE ANCHOR
<br />OREQUAL MIN. 111? EMBED INTO
<br />MASONRY (1) PER BRACKET
<br />FRAMETOMASONRY]
<br />TYPICAL GARAGE DOOR ATTACHMENT
<br />ticolei
<br />N. T. S.
<br />FILLED BOND BEAM
<br />#5BARCONT.
<br />W1
<br />NOTED: WHEN (1) BAR IS REQUIRED ATTHE TOP,
<br />USE THE MMUS BOND BEAM SM TO
<br />SATISFY THE BEAM REQUIREMENTS
<br />Ali LINM BEAMS TO BE WSI CONCRETE
<br />U.N.O.
<br />SPACING BENEN LONGITUDINAL.
<br />REINFOPMENT IS CONSIDERED TO BE EMALLY
<br />SPACED FROM THE WIDTH AND THE 1 -11Z CLEAR
<br />COVER ON EACH SIDE.
<br />- LONGiWINAL REINFORCEMENT MAY BE PLACED
<br />IN ONE OR TWO LAYERS. IFTWO LAYERS ARE
<br />USED, SPACM BETWEEN ROWS IS CONSIDERED
<br />TO BE 1-10.
<br />NOTE:WHEN MORE 11HAN �) BOTTOM BAR$ ARE
<br />REMO IN ANir LINTELAACE RMAR IN TO
<br />ROWS.
<br />OVIINOM
<br />TOP R PER NOMKAL
<br />MIN YIELD
<br />VERTICALSWUPSPER
<br />CHART,40 KSI MIN YELD
<br />BOTTOM REBAR
<br />PER CHART,
<br />600 MIN YIELD
<br />Lu
<br />cr-
<br />Lu
<br />cc
<br />Lu z z
<br />>
<br />0
<br />>
<br />0 a.
<br />CD
<br />8'LINTEL
<br />12'UNTEL
<br />SECTION VIEW A -A
<br />WIT SF32-08/3
<br />IRAT
<br />F e
<br />1� Name:
<br />WG —160
<br />File Namc
<br />WOM-220
<br />SN'rCONC BEAM wl 8"47CONC BEAM w/ (1) #58"x12"COK BEAM w/ 8`xWCONCBEAMwj S"xW!'CONC8,EAtvlWl,g'x24-CONCStAA4wI rx28'C0N.CBEAMw/ V�x3rCONC SEA, Mw/
<br />(1) #5 BAR TOP/ (1) #4 BAR TOP/ (1) #4 BAR I11#55ARTOPJ(1�#4 j1)#,5BARTOPj(1�#4 (1�#58ARTOP/,(2)#4 (11#55ARTOP/(2)#4 (1)#5&ART0P`/(2j#4 (1)45BARTOP/12)#4
<br />BARBOTTOM-#3 BUTTOK #3 STIRRUP'S @4�I SARBOTTOM-#3 BAR BOTTOM, #3 BARS SO TTOM, Arz BARS BOTTOK #3 OAFS BOTTOM, #3 BARS BOTTOM. #3
<br />STIRRUPS94'0�C O'c. o R, f4in''p 5 b,c SpRaUPS 97'0.C. ST 1.9 RU P S 04, 9 " 0 � C, ST 1, RR U PS Cm I W 0. C. STIRRUPS.012�0.C. ST1RRUPS@WOC
<br />1rxB"CONC5EAMwj ax6,r-ox-c-aEAmwvjji)#s 8,427CONCBEAMW/ R1'x1vC0NCafAMw/ S"xW'C.ONCOEAMw/,.g'.%,Z4�CONCBEAPAwt ErxZV� CONC BEAM 16v/ 9"k3V CONC BEAM W/
<br />4�<S$7
<br />(1)#SBART0Pj(2)#4 BARSTOP,/(21 #5 BARS (1) #5 BARS (f) #5 SIARIS TOP/ (2) 44 (11 #5 BARS TOP/ (2) #5 (1),#5 BARS TOP/ (2) #5 (1) #5 BARS TOP/ (Z) #5 111 #5 BARS TOP/ (2)
<br />BARS50TTQM-#3 5OTTOf4A#35T)RRu-PS@1x11 TOPISOTTOOV11#3 BARSBOTTOK#3 , BARSBOTTOM,#3 SAIRSBMTOM, #3 BARS BOTTOM #3 BARS BOTTOM, #3
<br />CONTACTEOA. FOR
<br />7i < 5 s 12'-V'
<br />CONCRETE BEAM
<br />CONTACTE,ORJOR
<br />8x1.2-C.DNCBEAMw/
<br />&*'x16'CONCBEAMw/
<br />3'x2V*CONC5EAM,10vj
<br />VN.2XCONCBEA?-1w1
<br />ErxZW CONC BEAM W/
<br />8-x3V'CONCBEAMuvf,
<br />CONCRETE BEAM DES116M
<br />(2,) #56ARS
<br />(2) #5 SARS TOP/ (2) #5
<br />(2) 45 FARS TOP/ (2) #5
<br />(2) #5 BARS TOP/ (21 #5
<br />(2) #5 BARS, TOP/ (41 #5
<br />(2) #5 BAM TOP/ (4)#5
<br />DESIGN
<br />Top/BOTMM� #3
<br />BARS BOTTOM, #3
<br />BARS BOTTOM- #3
<br />BARS SCITTOfA #3
<br />BARS B07TOU #3
<br />&ARSBQTTV5k1#3
<br />STIRRUPS @51.0-c.
<br />spi RRups @ 6- o c.
<br />s-,nRRups@q-o.c,
<br />s-nRqups@io-o,c.
<br />STIRRUPS@ 12" D.C.
<br />5TIRRUP5,S,14rI0-C
<br />CONTACT E.O. R, FOR
<br />CONTACTE.0,R, FOR
<br />CONTACT E.Q-R. FOR
<br />8`x16`CONC6EAMw.j
<br />8`xZZr CONIC BEAM w/
<br />B`x24'CONCBE-AMw/
<br />B'xZ8`CON.CaEAf1v1*,/
<br />8`x3:rCON,.CBEA.Mwj
<br />'12'9k S-, S 21*-47
<br />CONCRETE BEAM
<br />CONCRETE BEAM DESIGN
<br />CONCRETE BEAM
<br />(2) 45 BARS TOP/ (4) #5
<br />(2) #5 BARS TOP/ (4) #5
<br />(2) #5 BARS TOP/ (4) #5
<br />(2) #5 BARS TOP/ J4) #5
<br />J2) #5 BARS TOP/ J4) #5
<br />DEStGAI
<br />-DESIGN
<br />BARS BOTTOM. #3
<br />BARS, BOTIZIM, 95
<br />BARS BOTTOPA #3
<br />BARS BOTTOKAS
<br />BARS BOTTTOM� #3
<br />STIRRUPS496�0�C
<br />5TTRRUPS P- 9"O.0
<br />STIRRUPS 1T O,C� I
<br />STIRRUPS_@� 12" Q.0
<br />STIRRUPS_@ IW',O.C.
<br />PIAI
<br />2
<br />2�!= T1 - O�"
<br />Foe N=e:
<br />WGM-221
<br />PRECAST LINTEL GRAVITY LOAD TABLE (16/29113
<br />LOADS LISTED HAVE BEEN CALCULATED IDR COMPILED FROM APPROVED MANUFACTURERS:
<br />CAST-CRETE, LOTrS CON CRETF, QUALITY PRECAST CO.
<br />MAXIMUM LOAD (PLF)
<br />APPROX.
<br />Ll NTEL LEN GTH
<br />MAX. CLEAR
<br />OPENING
<br />TYPE A
<br />INTE
<br />8" L L
<br />8" TYPE 8
<br />I 8" TYPE C
<br />12"TYPEB
<br />I IT'TYPEC
<br />14"TYPEB:*
<br />I 14"TYPEC *
<br />19'TYPE8
<br />16'TYPEC
<br />20': TYPE B
<br />20'
<br />I TYPE C
<br />2411 TY PEB
<br />24"TYPEC
<br />28" TYPE B
<br />28"TYPEC
<br />Ir TYPE B
<br />3r TYPE C
<br />x 10..
<br />116.
<br />2231
<br />3069
<br />3719
<br />3280
<br />5163
<br />6607
<br />affilt
<br />9502
<br />ioncia
<br />3069
<br />4605
<br />5206
<br />6113
<br />7547
<br />a974
<br />1000101
<br />Iowa
<br />3'IV
<br />2-2"
<br />2231
<br />3069
<br />3719
<br />3280
<br />5163
<br />6607
<br />8054
<br />9502
<br />im
<br />3069
<br />4605
<br />5206
<br />6113
<br />7547
<br />R974
<br />loam
<br />inwa
<br />4'Gr
<br />2'V'
<br />1783
<br />2561
<br />2751
<br />3280
<br />3820
<br />489D
<br />5961
<br />7034
<br />8107
<br />2561
<br />4605
<br />S206
<br />6113
<br />7547
<br />S974
<br />10wo
<br />iflam
<br />41V
<br />3-2--
<br />1343
<br />1969
<br />2110
<br />299Z
<br />2931
<br />3756
<br />4576
<br />54M
<br />6224
<br />1969
<br />4375
<br />52DS
<br />6113
<br />7019
<br />8672
<br />10000
<br />Iowa
<br />48!
<br />Ne
<br />1217
<br />1349
<br />1438
<br />1716
<br />1999
<br />2560
<br />3132
<br />3686
<br />4249
<br />1349
<br />3090
<br />4567
<br />5365
<br />4766
<br />5817
<br />7a74
<br />8203
<br />51 IV
<br />41 IY'
<br />1006
<br />1349
<br />1438
<br />1716
<br />1%9
<br />256D
<br />3132
<br />3686
<br />4649
<br />1349
<br />3090
<br />4567
<br />5365
<br />4766
<br />5817
<br />7074
<br />8203
<br />51 10pl
<br />4191
<br />so
<br />1105
<br />1173
<br />1600
<br />1631
<br />2091)
<br />2549
<br />3009
<br />3470
<br />1105
<br />2622
<br />4242
<br />436D
<br />3942
<br />4M
<br />5817
<br />6662
<br />61 V
<br />51211
<br />710
<br />1232
<br />2177
<br />3739
<br />3481)
<br />3031
<br />3707
<br />4383
<br />5061
<br />1232
<br />2177
<br />2738
<br />3480
<br />5381
<br />8360
<br />8625
<br />7590
<br />716M
<br />61211
<br />570
<br />991
<br />1729
<br />2108
<br />2632
<br />2205
<br />2698
<br />3191
<br />3685
<br />991
<br />1729
<br />21M
<br />2632
<br />3898
<br />5661
<br />4742
<br />5501
<br />81'r
<br />-71 1Y1
<br />488
<br />699
<br />1160
<br />1516
<br />1626
<br />2564
<br />3486
<br />2818
<br />3302
<br />699
<br />1245
<br />1516
<br />1843
<br />2564
<br />3486
<br />2964
<br />3387
<br />91 e
<br />a, cr
<br />416
<br />699
<br />1160
<br />N/A
<br />1625
<br />2564
<br />3486
<br />2818
<br />3302
<br />699
<br />1245
<br />NIA
<br />1843
<br />2564
<br />3486
<br />2964
<br />3387
<br />ly 611
<br />91211
<br />354
<br />535
<br />&W
<br />N/A
<br />1247
<br />2093
<br />2777
<br />2163
<br />2536
<br />535
<br />1054
<br />N/A
<br />IS33
<br />2093
<br />2781
<br />2259
<br />2815
<br />Ir 411
<br />101011
<br />315
<br />567
<br />890
<br />N/A
<br />1366
<br />1846
<br />2423
<br />3127
<br />4006
<br />567
<br />945
<br />NIA
<br />1366
<br />1846
<br />242.3
<br />3127
<br />40,06
<br />ix oil
<br />101811
<br />292
<br />525
<br />873
<br />N/A
<br />1254
<br />1684
<br />2193
<br />28C15
<br />3552
<br />525
<br />973
<br />NIA
<br />1254
<br />1684
<br />2193
<br />2805
<br />3552
<br />We
<br />21-2--
<br />277
<br />471
<br />755
<br />N/A
<br />1075
<br />1428
<br />iffig
<br />2316
<br />2083
<br />471
<br />755
<br />N/A
<br />1075
<br />1428
<br />1838
<br />2316
<br />28a3
<br />13! We
<br />U. 0..
<br />255
<br />471
<br />755
<br />1 NIA
<br />1075
<br />1428
<br />1838
<br />2316
<br />2535
<br />471
<br />755
<br />N/A
<br />1075
<br />1429
<br />1&38
<br />2316
<br />2883
<br />1'r 01.
<br />32,81,
<br />239
<br />424
<br />7DIS
<br />N/A
<br />1002
<br />1326
<br />1697
<br />2127
<br />2278
<br />424
<br />706
<br />N/A
<br />1002
<br />1329
<br />1697
<br />2127
<br />2630
<br />14! 9"'
<br />1T 4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />783*
<br />N/A
<br />12340
<br />1421*
<br />1779*
<br />2188*
<br />2E62*
<br />19411
<br />141011
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />710*
<br />N/A
<br />11600
<br />1331*
<br />1660*
<br />2032*
<br />2459*
<br />17- 4"
<br />161011
<br />N/A
<br />N'A
<br />N/A
<br />N;A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />548*
<br />N/A
<br />952*
<br />1117*
<br />1379*
<br />1671*
<br />1997*
<br />19' 411
<br />ni Oil
<br />N/A
<br />NIA
<br />N/A
<br />NIA
<br />NIA
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />42D*
<br />N/A
<br />750*
<br />960*
<br />117r
<br />1415*
<br />1676*
<br />2ff 01-
<br />101811
<br />N/A
<br />N/A
<br />NIA
<br />NIA
<br />NIA
<br />N/A
<br />NIA
<br />NIA
<br />NIA
<br />N/A
<br />340*
<br />N/A
<br />SOB*
<br />845*
<br />1114*
<br />1345*
<br />1468*
<br />PRESTRESSED
<br />** 8" W/2" RECESS U-U NTELS
<br />Type Am Urrfill jsGrout, Steel perPlan in Bond Beam Only; Der Man in Bond Beam&Ljntel
<br />g! I
<br />Elm ff=,l
<br />0
<br />own
<br />Mw
<br />3116�x, 2-34" Titen 2
<br />M
<br />)x Clear Sp an(S)
<br />12F8-23/2T
<br />12F12-213/2T
<br />12F16-2B/2T
<br />121`20-213/2T
<br />12F24-2B/2T
<br />S57f,
<br />12"x8" CONC BEAM w/
<br />12N12". CONC BEAM w/ (2)
<br />12"x16"CONC BEAM
<br />12N20" CONC BEAM
<br />1T'x24" CONC BEAM
<br />(2)#4BARTOP`/(2)#5
<br />#48ARTOP/(2)#4BAR
<br />w/(2)#4BARTOP/(2)
<br />w/ (2) #4 BARS TOP/
<br />wl, (2) #4 BARS TOP/
<br />BARBOTTOM.#3
<br />BOTTOM. #3 STIRRUPS 0 3"
<br />#5BARBOTTOM.#3
<br />(3) #5 BARS BOTTOM.
<br />(3) #5 BARS BOTTOM.
<br />STIRRUPS P 31, ac.
<br />O.C.
<br />STIRRUPS @ 7" OX,
<br />#3,, STIRRUPS@ 8" O.C,
<br />#3STIRRUPS@v1Oc.
<br />CONTACT E.O.R, FOR
<br />12 X24I4:CQNC:B:EAM
<br />12`xWCONC BEAM
<br />12"x2(Y' CONC BEAM
<br />(2 #5 BARS TOP/
<br />CONCRETE BEAM
<br />w/ Q) #5 BARS TOP/
<br />*1 (2) #5 BARS TOP/
<br />#5 BARS BOTTOM,
<br />DESIGN
<br />#5 BARS BOTT, 0 M�
<br />(3): #5 BA RS BOMM.
<br />#3 STIRRUPS loot
<br />#3 STIRRUPS @ 7" OX.
<br />I #3:STIRRUPS @ 8" O.C—;�
<br />OX
<br />CONTACT E.O.R:.. FOR
<br />.... .. ...... ........ .... . ........ . ....
<br />. . . ......... .... .... ...... .. .. .....
<br />...........
<br />12N24" CONC BEAM
<br />CONCRETE BEAM:
<br />CONTACT E.O.R. FOR
<br />12"x1VCONC BEAM
<br />12" 2U* CONC BEAM
<br />x
<br />W/ (2.) #5BARS TOP/
<br />CONCRETE BEAM DESIGk
<br />(2)#5 BARS TOP/
<br />#5 BARS TOP/ 1,
<br />(1) #5 MRS BOTTOM
<br />DESIGN
<br />- # BARS BOTTOM.
<br />(3) #5 BARS BOTTOM
<br />#3 STIRRUPS @:W:
<br />#3.SR"UPS @ 7" OC�
<br />ga SL�JIJUES a 8
<br />1
<br />12' LINTEL PER PLAN
<br />Stic
<br />1 /2"=1'-0"
<br />File N—
<br />WGM-222
<br />\\0�xjll I fill
<br />Fieldstone
<br />C.O.A# ARCHITECTURE:
<br />AA26002802
<br />C.O.A.# ENGINEERING: 0.
<br />29349
<br />E BENJAMIN NIESE, PE
<br />P.E,# 86025
<br />[AN MCCULLOUGH, PE E OF
<br />P�E,# 80956 oe
<br />R
<br />08/30/2021 NA
<br />DATE SIGREE-D 111111
<br />C)
<br />5
<br />co
<br />C?
<br />T--q
<br />CXD
<br />N
<br />op�
<br />0
<br />tj
<br />-0 D
<br />cf)
<br />Boom
<br />tpulteckicupr
<br />11.1173
<br />C4
<br />r
<br />cm
<br />00 PE,
<br />czj
<br />�21
<br />0
<br />0
<br />PRODUCT MANAGER
<br />RELEASE
<br />DATE: xx /xx
<br />PROJECT TYPE
<br />Single Famfly
<br />SPECIFICATION LEVEL
<br />Ptflte.
<br />AM
<br />Highgate
<br />NPC CHITD NUZER
<br />2811.500
<br />SHEET
<br />S.Aq2,1
<br />
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