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REF: l L#l(l 1 _ _ _ _ Af"MM-0 TRUSS ANCHOR BY BLIILpER�; _...__ - �_ _ _ =- = _ _ - HEEL If:a >' IT = Ev.�Y� 3 q� �� w.�►Ith'st,_ - - _ - —_- O-S 3 ,Z REV.80 ;1 EV.ji IDG.
13-4-0 _ 24-9-0 - - _ - ^_ BOTTOM - 2X4 I'9IN, t
- - TOP = 2X4 11N. GENERALINFORMATIO,
__ 12
- 13 4 -- �aa
READ ALL NOTES.TRUSSES WILL NOT BE
CS) � � � MANUFACTURED WITHOUT APPROVAL OF THIS
--- DRAWING.
J 11
cak Lym4-1- J, Al �, J01 W�� J01 WARMGTIGANDUlST7�UCTMONi. THOSE
✓ 91 INSTALLING AND USING THESE COMPONENTS
- J3 ' 0-E'a- - MUST READ AND FOLLOW The WARNINriS AND Lr
'� +� �- J03 J03 INSTRUCTIONS INCLUDED IN THE DELIVERY
N oZ1' o ' AND ENGINEERING PACKAGE.
cj
DO NOT INSTALL
b\ HO I ltr\ �o OR USE THESE COMPONENTS UNTIL THE FULL
DELIVERY PACKAGE IS RECEIVED AND A-_L THE
H 1 _
J01 � -'- --a34
4 � i TRUSSES ARE VERIFIED FOR ACCURACY REFER
T� J03 6r iY g TO HIS-GO SUMMARY SHEET(TRUSS PLATE
PITCH = 6 . 12 I g V INSTITUTE RECOMGNDATIONS) AND INDIVIDUAL
2 N �- ; 1�5°I ST 1 1 trl TRUSS DESIGNS FOR UAPWITANT INFOPMA.TION
- ----�A -' J05 (� p a 102 ' • �b 628 REGARDING BRACING AND INSTALLATIC 4
sl�'1 I I ? W u a U�
GUIDELINES.
_ " ` TRUSS END DETAIL
(%w HH7 . o.11 r,� g i - ..�
( N W I �p ;' i� %� THE ADVICE OF A PROFES:')pIpL ENGIM:ER
=w H23 - OR REGISTERED ARcHITt:, %UGT BE
HH9 i �� W 1<.�a y/, a -�-19i-911 SOUGHTAN MATTERS RBRAG7:-;',3tTO BEARING
H05 U. ( `� I H22 AND USE OF CONWONENTC..'!1At1E TRUES
{ '' M i I / ,• `f 1 COMPANY IS NOT RESPONSIBLE.FOR THESE
MATTERS. A PERIAT FROM THE BUILD:")G
H21 DEPARTMENT IS REQUIRED TO INSTALL THESE
' Hob -- . _... •• - '' ,
COMPONENTS.DO NOT INST.'! ,HESE
- COMPONENTS UNTIL ONic" ?INED.
/ 4 F107 ®�• I r� CONTRACTOR MUGT ADHERE ;)ALL BUILDING
d / r wp m �,.L�• �M .4LON CODE Af-OUiREM ENTS REGARDING THE
c PlMi 6 F? H19 INZ.-TALLATION AND USE OF TRUSSES.
1 4 13
cP H13 ,+ '`i I INSTALLATMDNANDUSE. DO ' CUT OR ALTER
r„ -y Y ' :O H L B TRUSSES.DO NOT INSTA.L.,r' 'a13 DAMAGED
s-zc- r ' t I H 1? TRUSSES AND REFtCT Mi'J!,pMAf ED TRUSSES
r i --- -•_-.� gROPER,;H 12 -�•--� •. .-•—_r (D •�_. r -- ---M° --� TO FRBTifCR1'pR, f 15TALLATiO'I AND
i n W __ m
USE OF THESE COA ENTS IC Tltiw^'i c
V. +'I 9 -9 - y II 1( RESPONSIBILITY THOSE P"PSLANS INSTALLING
- -- H 1 I H 1 b
COMPANY,INC.INCEIS r;JT Fit�n'!NS&r.: i T!E S
ST2 PITCH = 6 : 12
11ABIUTIES THAT M Y RESULT FROM FIE LD
j N co a w, ST3 OF TO HE�SE OOMPOP ENT£WHIPCH MAY RFSUL�N co
�_ FAILURES,BODILY I URY,LOSS OF PROPERTY
T20 T21 AND/OR LIFE. TRUSSES MUST BE INSTALLED BY
cp CONTRACTORS WI H SUFFICIENT EXPERIENCE:,,!
T29 T21 TRUSS WSTALLATI AND HANDLING.
+ r ERECTION SUPER SION IS REQUIRED BY A
T20 ;' �. 0 H9 PROFESSIONAL Eta INEER OR REGISTERED
ARCHITECT FOR T•USSES OVER 40 FEET IN
19� 0 H7 LENGTH. NO ALTEI TION OF THE TRUSSES " µt
Lu
Tl IS ALLOWED WIT UT PREVIOUS APPROVAL OF
� 11.1 TRUSSES MANUF TURER.ANY UNAUTI �RIZED °
1 �.1
` L L�l �1 zl H 14 Ertl ALTERATION,REPA R OR MODIFICATION OF a
jig C1 H7A -1�G3 THE TRUSSES WILL CAUSE DADE TRUS£COMPANY '
B -1333 -1333 TO RELINQUISH RE PONSIBILITY FOR THE
J19 m J05 J05 J J03
STRUCTURAL OF THOSE TRUSSES ANJ "<
cp m IF TO NOTIFY THE BU' DING OFFICIALS.
jig J03 J03 c JO 1 THIS IS A TRUSS PLACEMENT DRAWING ONLY
J01 TRUSSES SHOWN N THIS PLAN ARE A COMPONENT
PART OF THE STRL CTURE, THIS PLAN - ' ';
IDENTIFIES TRUSS LOCATION, INSTALLER
MUST REFER TO IN IVIDUAL ENGINEERING
�' � J0l J01 C.,� m `'' n Lr�, Lin u u�i u�i u m m ,.
_ DRAWINGS FOR PF OPER IDENTIFICATION
N OF TRUSSES. �•
A
BRACING. ERECTI AND PERMANENT BRACING
WHICH IS ALWAYS EQUIRED ARE THE
T RESPONSIBILITY THE CONTRACTOR NOT THE
-� PITCH = 6 : 12 12-�- TRUSS FABRICATM .R y.
— ,1 —, TRUSS DESIGNS D ARCHITECTURAL DC
R
-. --w— uS i�.n i.uiAi a Sul :'
2 [� [� 54-0-,
BRACING REQUIRE TO B '�1STALLED �7yt�
DURING ERECTION.REFE1 TO ARCHITECTURAL a
DRAWINGS FOR BR ING REQUIRED TO RESIST r,
""1333 1333 �3A ,�� � �
WINDI AND OTHER PECIF C LOADING
+.
,�5 — J05 CAUTIONED TO SEE K PRO ES IIONAL AG,/ICE ARE `'i
REGARDING ERECT ON ING WHICH,S
J03 �' J03
ALWAYS RE IRE0 TO PREVENT TOPPLING AND �I
DURII G INS ALLATION.TRUSSES -
�' SHALL BE ERECTS AND F� TENED IN A
J0 I I J01 tla STRAK3HT AND PLU ITION. ~
.r
BEARINGS. ALL 6F I BEARINGS D�SIGNS, '
vc� IL 4 ` Aa BRACING AND ANO BRAS ,ARE RESPC61BIL11-Y «� "
OF THE PROJECT D---SIGN R.REFER TO K.H.
INDIVIDUAL TRUSS ESIG S FOR REACTIONS AND y
r b UPLIFTS. TRUSSES MAY T BEAR ON ANY '
Dial . .. /, -
- - 21-0-0
�. W i INTERIOR WALL OR PART ION UNLESS
/'' •) 'N _-_ DESK3NED FOR SAA . r
• y: a•- � +1 � EL�'-2' — `I-DIt CONNECTED GIRDER PLIES BY BU LDER HSHOWN INIT E �......,.�,.
—
• C2 E;_4N.Sm -- -- INDIVIDUAL ENGINE RING SIGNS.
all
wo
Te
SPACING. TRUSS,PACING 24.O.C.UNLESS
EL 43'-I1 -.� MEAD W=TRJ66E6 0 24' OTHERWISE NOTE ON YOUT.
—' y IW 2 x&TOP Ckm F iv 0t
pan,�1►Orr' -�►ys o,l,�,.,l '
HANGERS. TRUSS MANUFACTURER WILL ONLY
SUPPLY STANDARD LIGHT GAGE TRUSS `-O TRUSS
,r F� r 1`r F P'f IP: '-` CONNECTORS AS S iOWN IN THE ENGIN:ERING
SHOP DH/�VVItgG ID1-' i PACKAGE AND
FOR PANS OVER
II ALL HANGERS REQM RED OR TRUSSES OF LESS
Pd0 EXCEPTIONS TAIfEN I t_ :t=G i THAN i12'IN SPAN AND WITH REACTIONS ]F
v 0 OUILOIi, NOTE COMMENTS 11 L LESS THAN 600 POUNDS MUST BE SUPPL ED
e TOGS TO�: 1'
Z x 6 T. (5 4: 1T 1 CORRECTIONS OR COMr.aEraT� r _ -
DV BUILDER. ALL NEECTIONS REQUIRING
THIS REVIEW 00 NOT RELIEVE C r , I SPECIALLY MANUFACTURED HANGERS ARE TO
REOUIREMENTS OF THE PcR'„I r1 LD UH. ' BE SUPPLIED BY BLN ER.
3Xb100yi, THIS CHECK IS ONLY FOR GENERAL CC'
(:C'JCFPTAND GENERAL COMPLIANCE 1b z
CONTRACT DOCUMENTS. CONTRAC i ACCEPTANCE AND AJ PROVAL. ALL DMT_.NSIONS,
CONFIRMING AND CORRELATING ALL C:_ QUANTITIES,LOADIP G AND DETAILS ON THIS
SELECTING FABRICATION PRC ;r PLAN AND ON IN DUAL TRUSS DESIGNS MUST
CONSTRUCTION:COR LNG HI G H S tI BE REVIEWED AND APPROVED BY THE PROJECT
TRADES:G1PID PERFORMING H1S vCIX IN �
MANNER. ? ARCHITECT,ENGINEER AND/OR CONTRA:TOR
BEFORE FA,•.RICATION. BY ACCEPTING,
THIS APPROVAL REPRFSCNI•S OUR r - r REVIEWING OR AUThfiOR7JNG FOR FABRI:ATION
FOR THOSE MODIFICATIONS Rr�U �:�
THE TRUSSES DESCRIBED IN THI.R DRAW".vG,
SUBMISSION.ANY OTHER MODIFICATION TO TF,)-,Or THE BUYER OR BUYER'S REPRESENTATr.E
HANGERr$E LIST I CoBNTRACOOR OF PREVIOUSLY REV1EWf:D LMATEt;IP.t.IF _ M.GcFTa"ALL COMI IT
MARY TYPE: PAGE NOA: DISAPPROVED.IT IS UNDERSTOOD THAT ENGINEEh D IONS DE6CRIBicO F":REIN I
1 SUBMITTAL IS NOT TO BE CONSTRU D AS AUTH n �j,:j FC;,; I I
.IRA-213 6C 97-0507.01 GDDmM&WOIXORcOST.
11 TRUSS PL.,'Q i MENT PL.fA N0.
121 _ ST40246 97-0205.03 [ s:n1! ac • .Tt U a c DESIc�iI
~•. 1 JHA-42-” 6C :.7-0206.01 ' �.r•r _.
DATE.
---- 4PPROVED
/� EW IH28-N 3 197-0205.03
/ .
2xF 0meyn BY. _+
[ 6) F-HUH23-N 8 97-0205.03 DATE: I
_ - '
2x8�1::Tem) j
[7] EHUH28-N ` a 97-0205.03 I i-
_ T`iE F " '.IHARD -- B,AANDON
2X6 2��.mm CUSTOMf»!�S.Gl�i' CONTRACTORS
LH -M 8 97-0205.6;+ I
I s.t C r..0NT. MODEL tti
I I J 2x8 2mem ;a DATE 1 O2_t____.
_.
tHUH28-3',' a 87-0205.03 P�1.� '��� /I�.���► LOT BLOCK i
2x6 3mem MODEL LOT: � \°��p� JOB ADDR. PAF I(SIDE VILLAGE:
( 10 EHUH28-3N 8 97-0205.03 (�GAR. .`..�E RIGHT) (Wat `�g1cA;�v� ARCHITECTSD 70LONGO ARE HS.
2x8 (3me1'�,,' •-e.
DESIGN DA i A: TRUSS CIF .: R1 OvF� LAS -- ,>
_ v'��P
;D:
NOTE far hander nailing pattern nd LORDM CRITERIA ( S.F.B.C. �L `�''✓®1° � }
ROOF LIVE: 30 PSF "ROOF 17 1• ^o
Ipacity�ses Hanger Schf3d le. -' . 25 'r'SF
:ng. Page 6B and hanger OA-) FLOOR LIVE: 40 PSF FLOOR :AD: 15 InF f: 6 j
STATEGF :`.fr DADE TRUSS CUMI'ANN' 1N(7.
WIND LOADING CRITERIA: ( f _ 7-93) F '�to�aoP<•���
6401 N.W.i .4,% AIL�AII,FI-A 331N3G •, "``�
WIND DESIGN VELOCITY: JIL Inj `''• ED �._ < : yy;
DAD (305)592-8245 ;`" y:�•_;. ;
WIND DURATION FACTOR: 1.33_ ►
.i EXPOSUK. CATEGORY: % f
DESIGN ELEVATION:\t�1_E FT. NOY 0 9 2000 1
-�, - � _ BR('t RD 462-tt68ft y
nn ±�-� l �^p
I l ! n 0 F 1 L.�S S L I i Y O U T S C I I L E . % 16 = 1 � Of�J FOR UPLIFT: 10 1. .....� a�a 1-8uu a.6-r r�4. �..
DERD L s
t. "'E ri
•