01-0449-001 ' fFTi;t1SSZSOVG940 ft`C:�?'�P1ClSY3TfL1 FOR Tin.CO'.vNG:CO'a1.•,O1lTRUsSEa T05fi'0"SPAN USE AQQSCHA1sCHOR UPLIFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE REVISION OFTHISSHOPDRAWINGBYPROFESStONALENGINEERISINCOMPLIANCE
VZTALtAT10N"M= CA CILIf AR STRAP AT EACH END. FASTEN%VM1(3) -16d NAILS STRAP TO BE RESPONSIBILITY OF THE ENGINEER,ARCHITECT OR G.C.,NOT THE TRUSS OF POLICY NO.5 METRO DADE COUNTYBUILDING ANDZONING DEPARTMENT EXCEPT
Cy SPEau IMPECTIOR t�wlco P.E.as BENT AND NAILED ON FAR SIDE WITH O'sE(1)i Cd NAIL 1450 LOS.WORKING LOAD MANUFACTURER.DO NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING THE FOR ALL BUILDING COMPONENTS NOT FABRICATED BY BEST TRUSS CO.REFER TO *�AWEEVITI®1�!V 'UN LIC11 1"E
jWV0MCr(IFAM xbs) R::FLR TO ATTA011E0 r._ e TRUS3 MANUFACTURER. ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION r t
ENC" Ef,.—=MAIM
UPLIFT EACH.SUPPLIED BY BUILDER. i;�FCR TO ARCHITECT OR ENS'i1NE_A FOR PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES,STRUCTURAL BEAMS,
COMPLETE TiS BONA PROVISIONS ;.11 17= CEMI, WALL AND FOUNDATIONS rl
CONDITIONS. WALLS AND FOUNDATION REQUIREMENTS OF THE S.F.B.C. ALL DINIEN SION J � -�
S C C `.
OVERHANGS, PITCH, ETC. , `t
TRUSS LOADING CONDITIONS _ To BE cr ECfc D U
_ ROOF TRUSSES_ _ — __-- FLOOR TRUSSES_ _ ` BEFORE ORDERING TRUSSES 1 r
TOP CHORD LIVE: — 30.0 _ _ _ ESP01'�SIBILiTV W
_ TOP CHORD LIVE 40.0 _ IT IS YOUR R z
TOP CHORD DEAD: -- -- - -- 15.0 TOP CHORD DEAD:---,- -- Z c o _ TO CHECIZ OUi'r3 TRUSS PLAN 4 z
' BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: 5.0
TOTAL LOADAPSF) 55.0 l,TOTAL LOAD(PSF) _ C, 5,01
STRESS INCREASE: 1 .33 ;STRESS INCREASE: 1 .00 ``�
EXPOSURE CATEGORY
BUILDING CATEGORY -- --- - ----- -- - ---= 1 _ �° i ,: •„”
WIND DESIGN VELOCITY _ _ _
IMPORTANCEFACTOR _ 1 .05_
WIND LOAD DURATION FACTOR 33 ---
- BEARING HEIGHT SCHEDULE
I b
a 0 n
0 cr
!!! IMPORTANT NOTE !!! ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE l ^""^«s�"°^ '°"TM'S`^"°"T \ -��� `�, y ALL M
PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS ^SET°aE��,00�Rl"a i �r'✓'�f f _ „2^
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES r F;�o�
�`� F n
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS _ _ 18 0 , ..--- ,: ,,.,..� �� m
CO, FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE n
RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE ! - ��- ~ ~ rg
WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. G'L? PPROVED TRUSS ANCHOR NCHOR BY BUILDER
PLEASE REFER TO INDIVIDUAL ENGINEERING :T NOTE: ALL TRUSSES ARE SPACED^ I I SQUARE CUT OVERHANG o
SHEETS FOR NUMBER OF PLIES AND 24"O.C. UNLESS NOTED. HEEL HEIHT� 2x4 STD.NAILING/BOLTING PATTERN REQUIRED FOR _ 0
GIRDER TRUSSES. SET-BACK FOR HIPS, ETC ALL UPLIFT CONNECTION TO TRUSSES BOTTOM = 2x4 MIN. z�
AND GIRDER TRUSSES IS THE .___ K �1 2 N
_ SHEATHING UNDER ALL RESPONSIBILITY OF ENG., ARCH., OR \ TOP 2x4 MIN. a
GENERAL CONTRACTOR. �--/, �' �J_ U S .. t- 16�4, ��- 2 4.0 ' 00 _
0
————
VALLEY SETS BY BLDR. — c
_ SPECIAL HANGERS BY
- — --- -- - --- PURCHASER OF TRUSS PACKAGE.
TRUSSES ARE DESIGNED IN
o'a ACCORDANCE WITH S.F.B.C. CODE
!UNLESS OTHERWISE SPECIFIED / 12 + �So Q
---- - N/A
HANGER LIST v j."
�� o
0
HANGER HANGER TRUSS I.D.
M
_ ANUF. I.D. G,-I`— t'✓\�'C' _ •"�.�[3 G'4{at ;�7 r a
3D—VIEW
as co
_-: _ _ __ Jr r-• _ � "-�i"' - �i 21-011
i
J LL�
�r zj
TRUSS END DETAIL
cc
. .. -7w,l 0
11 N
d
2-b
0
z
CORNER SET - � X w
SPACING jJ w
- I roz z -J J .-j
w of
- Z � � 2 �Si\,, rts=�;c-�o v ACT S � °� \ C�• 8 � C
I REACTIONS �ri..r",C'l iU,J�; j D ' f \
REACTIONS �.�
MODEL •- LAUREL ~ - JhL1; i -- _i EAC-rr'iUNS ?
—
_ - --
If-1t�b _R ��y ! , ,w :_ MOLE , 3/IB .;:=-ROYAL -=- `�-�— —' :�. MODE.`, - CYPRESS o o
-- \�\C5 .f i - _- - -
{� _
�te t o r. 1 � r �O Z r - _-_- -_ _ - -- - V
-- -- - --- t!F LIF•rS _PL r a p - --- g a` vte .t r �o Q
,!r 143 sUP
I .
^r L { .... (QL
L I Q- 1 J f..1 I'`l• C S L J
rl O �. ooZ O
N � J
/J 43-1-0 fff a ap »'gym � ag s.
42-11-0 8-11-0 b-
1 -B-O 31-3-0 s:
/8-11-0
17-5-0 / � I _._ ;fib- - 12-5-0 _ 30-8-0 � � �� �E ��3
7-0-0 SB , -0-0 SB SB M T as 8a 2E ea
N r- N ro M N rr` CA3 7_0_ f 7-0-0 S B S� if �=-"(" T.l�t,l - Q 2 4 �,
\.l 7-O0SB I6
�- I I j 0 ___ _ _._ �, t- —� 7-0:2 S o
� , ...-..y — is E
7 SB >
1 � � N � •- a�
it I O 9 t I �, O y $ aG
I j i �
� AC.-TIONS I'' _ _ __ !I l.+G�-4�-Z Ij t� g�•� so s
,rte- r 1 I I ___ I I I - - ✓' ;�, _ i I I it �sxx`_�� -�
���_ I � j! - �
I I I I j I »g B
J .. ' 1
�'' 1 a i I ( z8� _ - E�a-
Q 3 I I t I �— I :`j \ I I ! I O "N •" 8 _"oa
Q j J M �n i �!I �I I I I F v 3b�
a
tI� I �li ti! - I ` J M 3 -J
J
)
R I ;l o?•occ 3q �'•
p 1 �I I V5-0 h 7s, i c' --! jI j
1 J' I I I 3 a v _O ayI J I II _
Z ( _ _ i I I ti !I °'" U : 3 I V3-0 I� �j egg _age-v5p
Q --� - I I ;6` i I I — ___ II II I l' gOC• E .i O !�bC
S 1- I �I tidy Ili II - IZ W
O O 20 ^ i I I ill I �� I I Ii I Nit' ! I iI ja.
. U✓
Q-� - r I ( ( I �/i- .) Z I l i
r �..— - � I III� � �! � ( ^ i Z �I ',.I I ,I , I �
CY) � �i Q O ! �I ! I j i ��`. J �, ^ IIII I I -- ) - - I Io coo�f.o 2!ob-. o„•
^ ill { ! A t-�'^o„ �•■Yo
I'� � a � i --,� I I � � I Q a t• I i� $$.»�
�
i -'0 8 0 I ' LoYgc•o�cc �u
I .. _
x ,I 1 1 I � V -0 � � J o
it I J v :Y I I I I I --- $= �` x =
r —�— —T — I N
1►^7 M 1 ! . I I Ij I j - — I I I I I ! •�
I i II I ^ , " I I j I I II I I I \ I, j I 1 III_ I I 'o'•3rSC. ��c�o•�C�E���
aa�•c 3sc-
�•G � V ' ..O�.gag.a� Sbuz
Q. ., t7 I I � t9 �• v ; I I I � v I II I II I -QEb,,a• 3>?"oo�a^b°
,1 j 99t E_
ttF,•.-
I
ao �� 5 I I; I r 'II
rn t� I l i I I J Q C ` 5 !' I I i I i1 --J j I I I j III _
I) I II e I i , S �I I j I �i I I II .,V' S I ;I `—J
3 I J { i iaCTIONS j I it II I I -
�•-- 1 I jj I
�- \- 1 I I J U"r'L 1;' 1 I 1�=1, i! 1 Ii �j I I I i JI
r ( I I �,
rt 7-0-0 ! r U si 11 a /r 7-0-0 SB r ! �J;,�
l4-o 1�3 t -� _I _ �j -n = F'� I-eS;� t,l �r�'(f a
� 7 D r
7 ��'G l� 15rc c,J/ ' '/ I /� Ac fG ��r n i n !!O!! I } I I -� f — I _.___ .._ ___ . ___— - .._.__ .� i - .- �!✓_ _ _ _ -- ��AU
I � ,f
32-6-0 10-5-0 8-11-0 42-1-1-0 8-1 1-O Q.It
•,
P.E.
I _ L En sneer CIvius"ct w
RnMulBt�9 O9 ONTgERA3. Wa4n [>~
i i:'='i'.C'1:1i'1.G't '
6 l._ _� �
E-XCEPTtON TARE1d •�.
C�f S . . 1035 S W.�St.oT MItluMltida PLE 2352,• � '•� .� �
UPPER FLOOR TRUSS LAY' t 2r 31 _ .:13
U '�1'(C CORf?ECTIOPt REV
k
1 Pt1on
s orc mm�r,t;n. REJECTED
e . ,t�T DNS re Cthe` udeont Tsho dra----`-_. 1 ?�• �•�•\ v
_ . _..-.. ,r _ - _.- __.._ o, REJLC ••...
3/16 1 0 etytrcat'nnsniThe dhrtam)c fo rr it 7 c is Is iheldra vi STATEMENT:
v i i f I S o lio!lance v II P r^n not
_ „ I r contra s ,' rrcviewor J mvnwd nd In mt professionay p('1
c cc n lianoe t,r,h the d
gi'r`t cc,�P;• ;Ice with tie information given in
---- —— -
y I t of the pro ect at)ii
.,�►1-�� � eontf�:ctdOeUmet,t,, rrl„� judgement and to the best of m
_ al!r;u tntities and d;;,;cti i °ntra,-tor i;ros,,oncibfe for:cor,flrmin n �e knowledge and bek-f thaSe places and
Is;seler;inq f.;br' w,; .;� 9 d correlating specifications CDfflpl;�wlih the applicable
corlstiuctimr cocrdinat;l)rl his wcrk wish ' Procesces and techniques of
work if),,srsfe Ar ,atisf manne t of other trades;and perfor in is '� ��E of records.
o� building codSS.i h�
{I -- Date
O ING, INC.