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F.B.C.2319.17.2.4.2 FOR TRUSSES HAVING AN OVERALL LENGTH OF ALL TRUSSES SPACED 24" B.C. UNLESS OTHERWISE SPECIFIED UPLIFT CONNECTIONS TO TRUSSES AND GIRDER ALL NECESSARY REPAIRS TO TRUSSES REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER IS IN COMPLIANCE
ET (1829 TRUSSES IS THE RESPONSIBILITY OF THE ENGINEER, MUST BE REPORTED TO BEST TRUSS OF POLICY NO. 5 METRO DADE COUNTY BUILDING AND ZONNING DEPARTMENT EXCEPT
THE BOTTOM CHORD IN EXCESS OF 35 FE(10.7m) OR 6 FEET * *ATT T' ®N B UILD E R*
mm) OVERALL HEIGHT. ERECTION SHALL ET SUPERVISED BY EITHER NOTE: LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT. ARCHITECT OR G.C., NOT THE FABRICATOR. DO NOT CO. WITHIN 48 HOURS OF DISCOVERY. FOR ALL BUILDING COMPONENTS NOT FABRICATED BY BEST TRUSS CO. REFER TO
A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ENGINNEERED DRAWINGS SUPERSEDES LABELING OF TRUSSES. CUT OR ALTER TRUSSES BEFORE NOTIFYING AND10R TRUSS LAYOUT IS A PLACEMENT ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION _j
IT IS THE RESPONSIBILITY OF THE BUILDER TO UTILIZE APPROVAL IN WRiTTING BY BEST TRUSS CO. PLAN ONLY. PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS,
ENGINNEERED DRAWINGS WHEN ERECTING THE TRUSSES. WALLS AND FOUNDATION REQUIREMENTS OF THE F.B.C. A LL DIMENSIONS 0
ARC RETAINED BY THE CONTRACTOR.
OVERHANGS, PITCH, ET o q
TO DE CHECKED d `'
BEFORE ORDERING TRUSSES a W
IT IS YOUR RESPONSIBILITY a 0 Y Z
TO CHECK( OUR TRUSS PLAN � � 3 W
M N V p
E ING ROOF cC_J �� ?y y
_..........._..._...._.-_ ...................... ..._ ............................. .... _ ..... __ .................. _.._...__.._.... -..__.._.._ ... _.....-...... ................ - - - ..__.._.._..._. ........................... _.
APPROVED TRUSS ANCHOR BY BUILDER APPROVED TRUSS ANCHOR BY BUILDER
HEEL HEIGHT = 2x4 STD. SQUARE CUT OVERHANG w gP -�- z g "
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BOTTOM — 2x4 MIN. i HEEL HEIGHT — 4 -3/8 a' "° ` " °'�F - ° " "' ��° 3 W �°�
TOP = 2x4 MIN. 12 BOTTOM = 2x4 MIN.
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3.17 I TOP = 2x4 MIN. 3.17 12 .; �,J.a,� _... -o
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2 -11 -1 2 5 _ J o END ®ETAIL , TRUSS EN® ®TAIL ® m� J41L s,
IN1 TRUS
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L COMPONENTS /CLADDING ASCE 7 -98 Z
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TRUSS LOADING CONDITIONS I d
N W ! H N N ROOF TRUSSES FLOOR TRUSSES
TOP CHORD LIVE:
co
30.0 TOP CHORD LIVE: =Zo
TOP CH ORD DEAD: 15.0 TOP CHORD DEAD: NIA rn n IN
m
! ;� BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: NIA a a
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= l OT AL L OAD (PSF) 55.0 TOTAL LOAD (PSF) NIA ri _
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NIA
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LUMBER STRESS INCREASE: 1.33 LUMBER STRESS INCREASE:
2d
O PLATE STRESS INCREASE: 1.33 PLATE STRESS INCREASE:
>N
EXPOSURE CATEGORY C a y
/ -
0 �
BUILDING CATEGORY II =�
Y
146 MPH
WIN DE SIGN VELOCITY
IMPORi'ANCE FACTOR 1.00
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— — I WIND LOAD DURATION FACTOR • I G W,
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HANGER LIST J I—
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HA , \IGER HANGER TRUSS I.D. W L W �
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00 BEARING HEGHT SCHEDUL'.
...........__.....- .................... _........._......_....___..__.. E N 60 00 J ® la9 UJ
EXIST. ROOF N ALL WALLS SHOWN ON THIS LAYOUT (� °7 7 fA J
ARE TO BE LOAD BEARING
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!!! IMPORTANT NOTE !!! ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE 0i o ¢ � ¢ � �- U_ Z
D PROFESSIONALS. BEST TRUSS CO. EXPECTS w of H- W Z o= w
PERFORMED BY EXPERIENCE g� Z z m g LL
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES IL :D O 0 O a. � w
ROOF AREA: 2090.12 SQ -FT. BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO _ � z o z Fn Z o z
CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE x q O o z 0 o 0
RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE p w z ¢ a- w > v rn
_ NzwWWcn owl
/ DIFFERENT TRUSS DESIGNS WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. x LL U_ UJ w z Q W p a w =
2 NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN J 0
'2 REVIEWED & APPROVED FOR COMPLIANCE WITH THE SPACED 24" O.C. ACCORDANCE WITH F.B.C. CODE O W O w : Q LL z
DESI CONCEPT ONLY. °
UNLESS OTHERWISE SPECIFIED Q W o n w w � � - o
ALL UPLIFT CONNECTION TO TRUSSES ¢ w w m X v o w¢
EE NOTES IN DRAWINGS ❑ REVISE &RCS MIT �[ AND GIRDER TRUSSES IS THE o °D �Zzo2w =Jmv=
RESPONSIBILITY OF ENG., ARCH., OR i- U X0 o z �- ° z
Checking is only for conformance with the design conce t of the projec and GENERAL CONTRACTOR. 0 x o ¢ w c `� s w w ¢ � co ¢
com pliance wit the inform h O W Z x Z U F- g Z> 2 O
Contractor is responsible for dimensions to be confirmed and correlated at " O < O w ¢ z u1 0 z LU
SPECIAL HANGERS BY Z J I o ^ W o O w
the job site, for means and methods of construction: for information that -
PURCHASER OF TRUSS PACKAGE. o F¢ g 0 z o �
pertains solely to fabrication processes, and coordination of all trades. O o ° ¢ w � U m w o CO CO w H
Any conflict found in the Contract Documents during the preparation of I N PLEASE REFER TO INDIVIDUAL ENGINEERIN w z z � w ¢ U o � - o W these Sho Drawin must be brou ht to the attention of the A/E of Record. I-- ¢ z w O U z
Any deviation from he Contract Documents (or proposed substitution) must s q SHEETS FOR NUMBER OF PLIES AND o <_n Z W w w m LL Q ca
h hted in these Shop NAILING /BOLTING PATTERN REQUIRED FOR a z w w co
be clearly I - = w w
specific consideration. noted and highlighted
suc,.,item not clea Drawings order to receive rl noted is to be considered GIRDER TRUSSES. SET -BACK FOR HIPS ETC. a o W 0 z ED Z � 0 ¢ ~ w 0 z � X LL
rejected Y y
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T T .--. By Date: 2 ® 2 - SHEATHING UNDER ALL SZ020_zMo 'o�QmW F LAY VALLEY SETS BY BLDR. aa � Zin } .d�(QO0WWFOWF'Z� °Z
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GEC 2006
G �{
PER :
Miami Sftot
ZONING DEPT
BLDG DEP? f y D
SUBJECT TO COMPLL Iii ALL F pE
STATE AND COUNTY RULES AND REGULATIONS
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COPY