|
d
<br />INT. FINISH .
<br />ixWOOD
<br />1x P.T. BUCK
<br />ATTACH WINDOW PER
<br />FLORIDA PRODUCT
<br />APPROVAL
<br />SILICONE SEALANT
<br />FINISH PER ELEVATION
<br />WOOD BUCK ATTACHMENT:
<br />1x CUSTOM P.T. BUCK TO MASONRY
<br />MATCH FRAME WIDTH, ATTACH wl T NAILS @
<br />4' FROM ENDS AND 1T O.C. REMAINDER.
<br />ATTACH WINDOW THRU BUCK INTO MASONRY
<br />PER FLORIDA PRODUCT APPROVAL
<br />ALTERNATE:
<br />2x OR GREATER BUCK TO MASONRY
<br />BUILT-UP THICKNESS < 21/0 =11410 x 4'
<br />TAPCONS @ 4' FROM ENDS AND 12' O.C.
<br />REMAINDER. w11114' EMBEDMENT
<br />TYPICAL
<br />C WINDOW ATTACHMENT DETAIL
<br />N.T.S.
<br />WT. FINISH
<br />1xW 00D
<br />2x P.T. BUCK
<br />ATTACH DOOR PER
<br />FLORIDA PRODUCT
<br />APPROVAL
<br />BRICK MOLD
<br />FINISH PER ELEVATION
<br />WGM-140
<br />WOOD BUCK ATTACHMENT:
<br />C
<br />2x OR GREATER BUCK TO MASONRY
<br />BUILT-UP THICKNESS < 2114' =11410 x 4'
<br />TAPCONS @ 4' FROM ENDS AND I? O.C.
<br />REMAINDER wl 1114' EMBEDMENT
<br />ALTERNATE:
<br />1x CUSTOM PT BUCK TO MASONRY
<br />MATCH FRAME WIDTH, ATTACH wl T NAILS
<br />@ 4' FROM ENDS AND IT O.C. REMAINDER.
<br />ATTACH DOOR THRU BUCK INTO MASONRY
<br />PER FLORIDA PRODUCT APPROVAL
<br />TYPICAL DOOR ATTACHMENT DETAIL
<br />scaie:
<br />N.T.S.
<br />EXTERIOR CONC.WALL
<br />GARAGE DOOR AND TRACK, INSTALLED
<br />PER MANUFACTURERS SPECIFICATIONS.
<br />EXTERIOR CONC.WALL
<br />1/4'DRIVE-IN ANCHOR
<br />GARAGE DOOR AND TRACK, INSTALLED
<br />PER MANUFACTURERS
<br />SPECIFICATIONS.
<br />WGM-150
<br />2X6 WOOD BUCK H AN RED T CO TO CMU wI
<br />11Yx 61'BOLTS OR 518'x 6'SIMPSON
<br />■
<br />TTTEN HDS w ?WASHERS AT 24O.C. &
<br />1 0
<br />FRAME TO BUCK TO WITHIN 6' OF TOP AND BOTTOM, OR (2)
<br />ROWS OF 114'x 3' MASONRY SCREWS @
<br />MASONRY 12' O.C. STAGGER ROWS 6' FROM EACH
<br />END
<br />112'x 2114' HILTI SLEEVE ANCHOR
<br />OR EQUAL MIN.11/20 EMBED INTO
<br />MASONRY (1) PER BRACKET
<br />FRAMETO MASONRY
<br />TYPIr .AI rAn,&rF nr)rlR ATTArNnnF=niT
<br />N. T. S.
<br />STUD COLUMNS PER
<br />N SDS SCREW 016' O.C. —
<br />STAGGERED EACH SIDE OF
<br />POST (RESULTING IN 8' O.C.
<br />OVERALL SPACING)
<br />IUD COLUMNS PER PLAN
<br />4-PLY: N x 5' SDS SCREWS
<br />5-PLY: r x 6' SDS SCREWS
<br />6-PLY: Al x 8' SDS SCREWS
<br />7-PLY: N x 8' SDS SCREWS
<br />CS16 OR EQUIV. (TOP,
<br />MIDDLE AND BOTTOM)
<br />0d NAILS @ 8' O.C.
<br />I PLY)
<br />PRIMARY METHOD
<br />\_QT) in DA(%v nPTen
<br />(2) 10d NKS ® 8' O.C.
<br />(EACH PLY)
<br />ALTERNATE METHOD
<br />FOR (4) PLY OR MORE STUD COLUMNS
<br />WGM-160
<br />12
<br />PER
<br />ELEV.
<br />INTERIOR
<br />STRUCTURAL SHEATHING.
<br />REFER TO STRUCTURAL SHEETS
<br />FOR NAILING & OTHER REQ.
<br />INSULATION AS PER SPEC.
<br />PRE-ENGINEERED ROOF TRUSSES.
<br />REFER TO TRUSS MFGR. DWGS
<br />ASPHALT ROOF SHINGLE
<br />(OR TILE PER SPEC.)
<br />TRUSS STRAP PER
<br />STRUCT. DETAILS
<br />I1 REFER TO PLAN
<br />FASCIA PER COMMUNITY SPEC.
<br />SOFFIT PER MANUFACTURER'S
<br />INSTALLATION INSTRUCTIONS
<br />BOND BEAM PER PLAN
<br />SEE STRUCT. FOR
<br />ALL REINF. REQ.
<br />EXTERIOR
<br />SEE STRUCT. DETAILS
<br />FOR VARIATIONS
<br />O'-V FIN. FL
<br />FINISHED GRADE
<br />d. MONOLITHIC FND., SEE
<br />STRUCTURAL DETAILS FOR
<br />WIDTH, DEPTH, & REINF. REQ.
<br />)TYPICAL 1 STORY WALL SECTION
<br />stole:
<br />N TS
<br />12 PER
<br />ELEV.
<br />STRUCTURAL SHEATHING.
<br />REFER TO STRUCTURAL SHEETS
<br />FOR NAILING & OTHER REQ.
<br />INSULATION AS
<br />PER SPEC.
<br />PRE-ENGINEERED ROOF TRUSSES.
<br />REFER TO TRUSS MFGR. DWG
<br />ASPHALT ROOF SHINGLE
<br />(OR TILE PER SPEC.)
<br />TRUSS STRAP PER
<br />STRUCT. DETAILS
<br />I� REFER TO PLAN
<br />FASCIA PER
<br />COMMUNITY SPEC.
<br />SOFFIT PER MANUFACTURER'S
<br />INSTALLATION INSTRUCTIONS
<br />BOND BEAM
<br />PER PLAN
<br />PRECAST LINTEL
<br />PER PLAN
<br />OPENING w/ PRECAST
<br />SILL PER PLAN
<br />SEE STRUCT. FOR
<br />ALL REINF. REQ.
<br />EXTERIOR
<br />INTERIOR SEE STRUCT. DETAILS
<br />FOR VARIATIONS
<br />0' V FIN. FL _
<br />e da o
<br />FINISHED GRADE
<br />AMONOLITHIC FND., SEE
<br />STRUCTURAL DETAILS FOR
<br />WIDTH, DEPTH & REINF. REQ.
<br />TYPIr.AI 1 gTr)PY WAI I gFr.TinK]
<br />NITS
<br />CMU WALL PER PLAN
<br />ATTACH A20. TO CMU w1(6) EQ.
<br />SPACED 3116'x31/4000NCRETE SCREWS
<br />wl WASHER HEAD. 6' MAX FROM TOP AND
<br />BOTTOM.
<br />ALTERNATE:
<br />ATTACH A 2x P.T. TO CMU wl (3)112'A.B. wl 6'
<br />EMBEDMENT, SPACED AS SHOWN w12X2 PLATE
<br />WASHERS. BOLT INTERIOR WALLS TO CMU ONLY
<br />WHERE FM DETAIL IS CALLED OUT ON PLANS.
<br />FILLED CELL PER PLAN
<br />PRECAST LINTEL GRAVITY LOAD TABLE V4-2.
<br />LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS,
<br />CAST-C€tETE, LOTTSCONCRETE, QUALITY PRECAST CO -
<br />MAXIMUM LOAD (PLF
<br />APPROX. MAX- CLEAR TYPE A 5' TYP E B 12°' TYPE B 4 TYPE B** 1 T' PE B 2,Li" TYPE B 2 ' TYPE B 29' TYKES 32" TYPE
<br />UNTELLENGTH OPENING
<br />.F LNTEI:M a:.UN
<br />31369 3719 3290 5163 15607 B{Tj,4 9502
<br />3G69 3719 32SO 5163 6667 81354 95G2 IL-000
<br />3, 6" 2, 2" 2231
<br />3
<br />4>0' 2' 8" 1783 2561 2751 32S11 382,13 4890 5961 7034 8107
<br />1969 2M 2992 2931 3756 4576 5400 6224
<br />4' 6` 3° 2" 1343 u f \ \ y
<br />1349 1438 1716 1999 2%G 3132 3696 4249
<br />4�9" 3' 4' 1217'
<br />13 1438 1715 1999 2560 3132 3696 4649
<br />5. Es 4Yth.. IC06
<br />1105 1173 16GO 1631 2090 2549 3 3470
<br />5' 1Y'4` 6' 860
<br />1232 2177 3738 341 3031 37D7 4383 506
<br />61 e5A2' 71 A\ z: ¢ z .
<br />7` 6Pm '5. 2,s 57D
<br />991 1729 2109 7-632 22135 2698 3191 3685
<br />all
<br />a Z
<br />, m 7 s 4 I 1160 15,16 1626 2564 34S6 28,18 3302
<br />\ \
<br />699 116G N/A 16225 2564 3486 2918 3302
<br />535 990 N/A 1247 2093 2777 2163 2536
<br />19 6' q` 2'' 354 Z \\ \ \ \ \ ar rvr
<br />567 89D N/A 1366 1346 2423 32227 4006
<br />%A .
<br />12* '' 1�1 292 525 973 N/A 1254 1684 2193. 2895 3552
<br />pffimtj.
<br />3
<br />12 r°g If 2 277 '471 755 N/A 1675 142� 1838 2316 2893
<br />77 \ \
<br />471 755 N/A IU75 1428 1838 2316 1 2535
<br />424 706 N/A 1002 1326 1697 2127 2278
<br />14T 12`91 235
<br />77
<br />a... ......„ ,,, 17 .,r..
<br />N/A N/A N/A N/A N/A N/A N/AN/A I
<br />1 " g 13 4' N/A
<br />N/A N/A N/A N/A N/A N/A N/A ,/A
<br />154, 14" T N/A \
<br />�5za
<br />!,/A N/A N/A N/A N/A NIA N/A N/A
<br />17 4 16 cr N/ \� � � � �� spa•„ � > � v \... ..
<br />d / d
<br />N 1§ N A A N A N A N A N A N A
<br />N/
<br />/ 3 0 / d
<br />19' '� 19 �,� N/A
<br />t
<br />N/A N/A N/A N/A N/A N/A N/A N/A
<br />21y If 159, N/A
<br />24 N N/ \\\ N/._ N/A N/A N/A N/A N/A N/A
<br />\.
<br />*PRESTRESSED ** 8' /r2" RECESS UU-LINTELS
<br />TypeA=U3nf111ednoBebar, TypeB— Cont irrr_rrusCrout,Ste elper-Plan%nBardSea m0niy; Type C=Con°UinousGroutSeelper pI:anire Sond
<br />Beare & Lintel'
<br />DOUBLE
<br />TOP PLATE
<br />P.T. BOTTOM
<br />PLATE
<br />FRAMED BRIG. WALL TO MASONRY WALL
<br />Scale:
<br />1 /2"=l'-0"
<br />WGG-040
<br />FASTENERS
<br />ALLOWABLELOADS
<br />CONNECTOR
<br />CITY
<br />TYPE
<br />GRAVITY
<br />(lbs) @ 1.0
<br />UPLIFT (Ibs)
<br />1.6
<br />LATERAL
<br />(Ib.$) @ 1.6
<br />ETA16
<br />8
<br />0,148'xi-1/2"
<br />145C3
<br />F1: 340
<br />F2: 77
<br />HETA16
<br />5
<br />0.148"x1: 1/r2"
<br />-
<br />191
<br />F1; 340
<br />F2.-. T�`�apU-iy
<br />{+g$ �q �q
<br />fi 2)'. 71ETA16
<br />EZ� 1-plyI-ply
<br />113
<br />:.E6 .. :- i Pk
<br />01 148 x 1 1/ 2
<br />_
<br />187S
<br />F1 . EW
<br />F2 770
<br />( Ei`A
<br />5�
<br />2- or 3-tAy
<br />+
<br />1
<br />13..11"x3-1:2`�
<br />0 .X :
<br />_-
<br />'$�'�
<br />1+��ryp�'
<br />F1, .0 >.i�3
<br />F2: 1118O
<br />(2) HETA16
<br />1-ply
<br />1
<br />0.148 x1.1/2
<br />1 :2
<br />F1: 0
<br />F2: 770
<br />(2) FIETAI6
<br />_
<br />� 2 or 3- I'
<br />12
<br />0.1623 x3-12
<br />2365
<br />F1. 13St
<br />F2 :1436
<br />F1TA/l6
<br />8
<br />Fff 3F
<br />t3148 x:1 1 2
<br />--
<br />1110
<br />1 s 12CI
<br />4
<br />1,/4` xi 3/`4" Then 2
<br />F2 s90
<br />I1a1TS12
<br />14
<br />0.148" x1-1 21.
<br />__
<br />990
<br />_-
<br />r"t/ITS16
<br />14
<br />6.148"x17 /2"
<br />-_990-_
<br />TS 16
<br />16
<br />.148"x 1,- / 2"
<br />1310--
<br />I- TS20
<br />24
<br />0.148"x 1-1, 2."
<br />1310
<br />LSTA12
<br />10
<br />0..148"x2-1.;/2"
<br />925
<br />LTA S
<br />14
<br />.148 x2 - 2 ""
<br />--
<br />1235
<br />--
<br />LSTA30
<br />22
<br />0.148"x 1/ 21,
<br />--
<br />164
<br />-
<br />I'�STA3't�
<br />22
<br />. _
<br />1T.148 x2-1f 2"
<br />_..
<br />205t1
<br />ISTC52
<br />62
<br />13.148"X3-1/4"
<br />4735E
<br />TCN14
<br />1
<br />1 /4`�x2.1 4' Then 2
<br />-
<br />2800
<br />14
<br />0.149"x3-1/
<br />k q
<br />:T
<br />tY9.
<br />2-g2' :
<br />0.148'�x 3'"
<br />'�
<br />3 6
<br />F 1 775
<br />1
<br />5/49" TR
<br />F2: S2S
<br />V Ti3 r L
<br />1
<br />8' AT
<br />2225
<br />F1: 6S6
<br />16
<br />1/'4"x3" SDS
<br />F2: 630
<br />' TIT rL
<br />2
<br />S/�8" ATI
<br />--
<br />5545,
<br />F1q :C6g50
<br />32
<br />1'4`�x3` 5DS
<br />F2.630
<br />VGTI
<br />1
<br />5,/8" AT
<br />--
<br />43413
<br />F1 ; 1185
<br />16
<br />114"x3"SDS
<br />F2-S 0
<br />(2) ` GT
<br />2
<br />5/'8" ATR
<br />7185- ly
<br />E1: 1185
<br />'x3"SDS
<br />590
<br />O72
<br />1
<br />8
<br />/2"° AT
<br />1/"4x3"SDS
<br />-
<br />1825-2x4 miry
<br />_.. _.
<br />215-(2)2x4min
<br />FITT
<br />1
<br />513 AT8
<br />--
<br />3616
<br />--
<br />1.r1
<br />.148""x3- 21
<br />1.1TT5
<br />1
<br />S/'8" .a 7
<br />M
<br />4670
<br />--
<br />22
<br />0,148"x 3`'
<br />FITTST
<br />1
<br />"" 8 AT1
<br />--
<br />5445
<br />26
<br />SD 1€3x2-1 2"
<br />A6 Z
<br />1
<br />5/ 9' ATE
<br />75743
<br />1
<br />12
<br />6.162"3-1/:2`
<br />ABUG-G2
<br />1
<br />-5/8" ATE
<br />18205
<br />2475
<br />--
<br />1.2
<br />0.1.62."x3- /2
<br />IT 2 SA
<br />10
<br />0.131"x 2-1/ 2"
<br />56S
<br />F 1: 1111
<br />F 2: 110
<br />game �°'y ,a�g
<br />15A.
<br />[R
<br />is
<br />�-y -g ,gypg -y
<br />0148"�.x1.1/'2
<br />__
<br />134
<br />F 1 H S65
<br />F2, 285
<br />g�p •g ry
<br />11
<br />��55�y
<br />is
<br />6.148"x1.1/ ?
<br />®®fig
<br />1 G i
<br />F-1: 680
<br />F2: 260
<br />I I�C48
<br />14114`�x2-3/4''
<br />Then 2
<br />351 0
<br />1135
<br />-
<br />6
<br />a 148"� 3 1
<br />LUS26
<br />4
<br />a148`x3"
<br />865
<br />1165,
<br />SPH4
<br />12
<br />.148" 1 2"
<br />side.640
<br />--
<br />Center < 128
<br />ETC clip
<br />4
<br />3/16"x2-3/ 4' Titen 2
<br />F1, 8S
<br />2
<br />.131." 21 2'�
<br />F2:135
<br />A 35
<br />12
<br />0 131"x 1-1/2"
<br />-
<br />F 1 65 [1
<br />F2 670*
<br />SDWC1566
<br />1
<br />SDA/C15
<br />-
<br />61"5
<br />F1 a 1 ju
<br />F2. 22;5
<br />SD%tC1S450
<br />1
<br />SDWC.1S4SD
<br />295
<br />F1 15
<br />C.OA `AIR HITECTURE-.
<br />AA26 02
<br />C4-4.# ENGINEERING,
<br />24
<br />THOMAS A, W SER, PE
<br />P.E. # 73242, FLORIDA
<br />11 BENJAMIN NIESE, PE
<br />P,E44 €T6025 FLORIDA
<br />6/18/21
<br />DATE����tAIITIp 7
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<br />PRODUCT MANAGER
<br />I RELEASE I
<br />DATE: XX /XX /XXXX
<br />PROJECT TYPE
<br />Single Family
<br />SPECIFICATION LEVEL
<br />Pulte
<br />PLAN NAME
<br />Whitestone
<br />NPC CHILD NUMBER
<br />2117.501
<br />SHEET
<br />S4.2.1
<br />
|