00-0703-003 1 II11
k
1
tit
•�, •, REVISIONS BY
i
{
- TA0$� ANCA6R' 'DEEM TO COMPLY
,
r tksl9ndQ ►ae` 3,CCI Stantlard!or Fjt)rf jCBne'Resistant ftesldehlit Construction f ,�
,Moir • �equlremants for anc}ioring trusses to masonry walls , V,
" Will preverit truss"movement parallel and perpendiculai to 14 wall as well f3s uplift •.
'Meets k6liements for steel barrier t,eWean.wood and cor►crete
_Wood To Masonry (Wall) '" p(ate,20 gauge
Galvanized steel^strap 14 pause,bottom '-
• Compliance FRepon No. 08/21/2000 ," r ,s•
1 RAFTER TIES
• 18 gauge galvanized steel
• Provides tension connection between
t•tR'
wood members - uplift � :,t•••• t•9n6'
• Economical and ease of installation (1j •1:: U�
(2) v ,• , t•tn• ti
• SBCCI PST&EST No. 9659 '• • �• � '• �" tt/1G
? 1R• ?.
• Dade County Approval No. 97-0507.01 _-� 10/09/10u _ tits qql �b • 2.1`4
3/16"Dia _ 7
IJ acr,I b
W ____ ___ 11116' n_
----
Length—
Desion Loads(lbs) lie ....
_.. _. in
'Fasteners Parallel to Wall x '' �,
11� r, M X
�) Product Qty/ WgU Perpendicular Toward Away from }
Add TW to Product Code for "Twisted" � n
Product Otyl Wgv Design Loads(lbs)(2) lfL-� Q4��o
Code Box Box Yhru Saat plate 7hnt Strap Uptitl to Wall Strap Strap Zi
Code Description Ga L W pax Box Fasteners
j2..1'"17�.7 1b I DTC 50 43 , 4•tOdxt•1/2' 9.10dx1.1/2' 1365 1310 650 (2) 7B5(1
� Normal Uplift I .
_ j
RT 1218 Rafter Ties 18 12" 1" 100 24 8-10d 484 776 �S1K'% tluc{j>rs�
RT 12112 Rafter Ties 16 12" 1-112" 100 24 8-10d 484 776
- I
RT 12 RafterTies 14 12" 1" 100 24 8-16d 496 792 UIU
RT 1618 Ratter Ties 18 16" 1" 100 32 12-1 Od 726 1164 �-
RT 16112 Rafter Ties 18 16" 1-1/2" 100 32 12-10d 726 1164
l RT 16 Rafter Ties 14 16" .1. 100 32 12.16d 744 1168 2 X tit Val IP VA I
ItUlltllt
1 ,
' RT 1818 Ratter Ties 16 18" 1" 100 37 14•1 Od 847 1254
RT 18112 RafterTies 18 18" 1.112" 100 37 14 10d 847 . 1358
RT 18 RafterTies 14 18" 1" 100 37 14-16d 868 1386 '
RT 2018 RafterTies 16 20" 1" 100 40 16-10d 943 1254 # �����' ' �
RT 20112 RafterTies 18 20" 1-1/2" 100 40 16-10d 968 1552 = •�'�Ghl .j7U
1 i=X1'�' °I tJr1 �c�tac
RT 20 RafterTies 14 20" 1" 100 40 16-16d 992 1584 � -
RT 2218 RafterTies 18 22" 1" 100 44 18-10d 943 1254 1
I I
RT 22112 Rafter Ties 18 22" 1.1/2" 100 44 18-10d 1089 1746 (� I p
RT 22 Rafter Ties 14 22" 1" 100 44 18.16d 1116
1782
.� ......., III !
RT 2418 Rafter Ties 18 24" 1' 100 41 18 10d 943 1254 1 -I-� �l) _,,,_ Q yj
f
s VVt�'1'mt
RT 24112 Rafter Ties 16 24" 1-112" 100 41 ' 18-10d 1089 1746 a�n,l?). .���►. .
RT24 Rafter Ties 14 24" V. 100 41 18-16d 1116 1782 1
RT3018 Rafter Ties 18 30" 1" 25 15 18-1 Od 943 1254 I
RT30112 Ratter Ties 18 30" 1.112" 25 15 18-10d 1089 1746 !
C KT►'�. ±�t I��U�'"t��l�'� . 14 C+$, ��►-'r U11 Ct�m tON co to tJ EGT WAD
RT30 Rafter Ties 14 30" 1" 25 15 18-16d 1116 1782 !i L 1`� b
Q Q �'ilk n4kfiv
RT36112 RafterTies 18 36": 1" 25 19 18-10d 1089 1746
RT36 Rafter Ties 14 36" 1.112" 25 19 16-16d 1116 1782
RT46112 RafterTies 16 48" 1" 25 25 18 10d 1089 1746 1tI5U. N 1Gi,4FS �" ���ln: 1�11C,INBS } y(. t �-
j! RT48 RafterTies 14 48" 1.1/2" 25 18.164 1116 1782
I•oT•� (Zltrj�f I
Notes' 1. Uplift bads have been Increased for wind with no additional increase allowed.
1 2 Design values based on National Design Specification for Wood Construction,1991 Edition. P-El .
3 Design values may be doubled providpd all the following criteria is met _ _ __ ,_.,. �•I �, .. �. � � � ��� _ __
a Maximum of two of the same connectors per location. b. Care should be used in order that nails are not ��, - ..�........_._....�......»_..._.......,. � � �
driven m conflict with each other or the connector. c. Straps or clips must not overlap the other connector.
_. .�. .�
.___....-,..__._.,._..._. . �.. ,_.,......�...�......____---._._...�._.�....._.__ o__.__...�.�_..._._._._._ _._._._...__..�__...__...._...�._�_ ;,�+ � n Flo►�,�'�'°
Y
jj
ROOF t tt "_� .. . >3tsr�tJ� 2 Goa p o
._
r i �, l�l„t_ _
i
(pt (O lid nil _
10 _ __.____ .a_ ___ ..______�_M__ . J�_ .. w -
1 � II �.
L"r•(A E vq
A NI< t.•
r 1 F71
Gtt �IST �
Il It I � Mnr�uat aPe�AgpR-� �
S�31�1'.I.II�.A-L—NAH-ES, I >cotafi LU
All.WORKS SIULL COMPLY W H TITS SOIITII FLORIDA BUILDING CODE. "+�
111E AMF3t1CAN CONCRETE INSTITUTE ACI-318-93 AND ALL OTHER
APPLICABLE CODES AND REGULATIONS. 1 - qF;r
i SII4PSIiA�i'Lr?�5 _ �___ W
MANUFACTURERS OF Tim FOLLOWING STRUCTUAL COMPONENTS: �
REINFORCING STEEL,STRUCTURAL STEEL, -V APO( " jiQ f j�JE' -_f_11,11709'1�V W
PREFAB.WOOD TRUSSES OR PRECAST CONCRETE
SIIALL.BE RP.QLIIRED TO SLfMBI T SHOP DRAWINGS TO ENGINEER FOR afo 1; tfr' �x I S t•
APPROVAL BEFORE FABRICATION. I - A � I ��'�Y, _ t +." N1P;10j7ES +,� t
ALL SHOP DRAWINGS SHALL CONFORM WITTI THE DESIGN LOADS -fp MA't GH tlEt~s • �Xl s't"
AND CRrI ERIA SHOWN ON TILE PLANS.SIIOP DRAWINGS SHALL SHOW AL
BRACNOSAS PER DESIGN DRAWINGS.,DETAILS AND SECTIONS IN �1, ;fSVr"�'Ii$11P« . -lCtt [1 GALL �. IIG . ��\\` 'CSC C-'1- �i� �r.� Fttt4}2tG, i
SHOP D NG b I L TN) NS AND DRACINGS , 1 N SLR• G-2_ > t'ti�• lr
RAWT S MUST SHOW AL COT CT10 A _ � t(1 �,,.,_._,
SHOWN ON TI[E DESIGN DRAWINGS. --t(� t �� ��,
R.EIiL EL.SS2HOQ CE: !tl I w N �PCOV9.. N w CN
ALL CONCRETE SHALL DEVELOP TILE FOI,L.OWNG MWNIMLItvf 28 DAY (V I 1 •
COMPRESSIVE STRENGTH(UNLESS OTHERWISE NOTED ON PLANS).
FOOTINGS..............................•...................VW PSI I � ;'` �,� 6 OA- 1
PRECAST.. .........................................stool PSI
SLABS ON FILL..........................................2SW PSI
ALL On MRS...................I......I............,.... _
3b(►tt PSI
Rl.l
SLUMP OF CONCRETE SHALL NOT EXCEED S INCITES.
(oDA k9
t4 C3
All REINFORCING SIIAI•L BE CLEAN,DEFORMED BARS OF NEW BTLLE i ` r' �i ## Y
l
STEEL CONFORMING WITH ASTM.A 615 GRADE 60,WELDED WIRE I � � �
FABRIC SHALL COMPLY WITH ASTM.A.185. I I f U d-1 s
ALL REINFORCING SHALL HAVE THE FOLLOWING MINIMUM CONCRETE. ( '�
COVERAGES: ^ O� GAR , MANUAL�E "IO{!. Ltl Cfi1
FOOTINGS.....................................................3 IN. ( �'✓I►� L�j •.....�., ..l. w L
.�.., A�
«.. �..W G•
SLABS POURED ON GROUND 1.1/2 IN. (
BEAMS AND COLUMNS 1•In IN. _ ""° ""°' ' °°"'°�.°_°-� .. ^�°-. . ^..-°-
_____. __ 4 _ - - �� �__ - ;....... �. . _._.___.....�. _....._.. _ -... .. s~r. � '� to tli
T 15,C.
ETRUM-ILUTM.' �_ __ t fit
All STRUCTUAL STEEL SHALL.BE NEW CONFORMING VITTH ASTM.A.36 —---- •-�--- •� ' �- -- -----�-
OR AS NOTED BELOW; ( {t 1�l_5►f 2 11 15 S L( C+1
I STEEL COLUMNS............................................ASTM.A.S00 I• p _ __•-______ ________-_ _ - __ _ _____ ____.- _ _C,_ -_--____�-�•-�-- 3
STEEL BOLTS..................................................AS'f7v1.A.325 .^.,._,-._�.�.._ _...._."...-......,.�.,...<..�......,..�..�,,,._... .... ---•-�--•-^^•
.� _ , _ 1,X'1"1 N Gk )tr ts.
.ME& (�I7O 1•� t a�� ( _ t
SIIAIL BE CI.EARI.Y LABELED APPROVED SPECIES Wi711 A MTNIMUM
STRENGTH OF Fb• 1200 PSI,NO LESS THAN No 2 GRADE OF DOUGLAS FIR
ion a It 11 Date 5 ?bCx7
SOIL IS-LIGITTTANLOOSESAND _ �•Cs, r� %Y -C_Q1•�C, 5TA 3. _ C-CO 14 _ _ OUR_ _ ___ ��
ESTIMATED SOIL BEARING CAPACITY OF 2MKt PSF IS BASED ON (� ,i �°�,]� TI j -"--"--- _ . . . -. ,, , •� X• s
VISUAL INSPECTION, SHOULD OTHER MATERIALS OR CONDITIONS _�✓ .1`!L�lj..1-1. 1`t{_---_ XU�r �J 1r' r / � �• V�C� - �• ^-•- 6
BE ENCOUNTERED,STOP WORK AND NOTIFY ENGINEER _°"" �� �� . `
FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED FILL. -_+t% ..__ . . !_ • i .>j2� 1 fl-�f T 3 �r••"; ' {, r Scale �j NC�'I'1�b
NgTI� PROVIDED BY ENGINEER - X 1 � itii f�G1 1� � X11 Apo:,���SC ti•�;ti rq,r . Drawn Td1 Y
r �t
A LETTER OR CERTIFICATION WILL BE PRO
AFTER EXCAVATION,ATTESTING TO TI IE ACTUAL SOIL CONDITIONS.
Job pp-•O ���
FLI° !t
FRI AS Pl*R ASTM D•01557 IN LIFTS NOT EXCDEDING 2o1N DEPITI?STTY -. . x�� 44� r' •^�� �� t
�T'� cc T1 ;cct ��rlr1 `►`i'I
a v�„ •
�"- `mss,(p...�yL �l s /!§i J /� �r • w,.,5 • Sheet
li+•'\': ...il�.� e�_ ✓ ���i.lF� {.�•t._-1 �t. .... �� � �4 � � V� p• ��♦ • •'fa.�{I 3.
•e 14 a i
Fff
4ry Of Sheets
�zr
' i
24 X 36 r MNUD ON NO.1000H CLEARPRINT•
i