07-1416-016X - pl?F,- r-A31?ICA1T-,f2 WOOI2 T?U55F,5
1, PPE- FABPICATED WOOD TPU55E5 SHALL BE DESIGNED BY A PEGI5TF -Mt2 PROFESSIONAL
ENGINEER IN THE STATE OF FLOPIDA AND FABRICATED IN ACCORDANCE WITH THE NATIONAL
DESIGN STANDARD FOR METAL PLA1'F- CONNECTED W0012 TP.U55 CON5TPUCT10N OF THE
VU55 PLA1I� IN511TUTE C TPI> ,
2, SHOP DRAWINGS AND CALCULA110N5 SHALL BE PPEPAPED 13Y AND BEAR THE STAMP OF
PEG151�RE1 PPOFE5510NAL ENGINEER IN THE STATE OF FLORIDA, SHOP DRAWINGS MU5T
SHOW ALL GRAVITY AND UPLIFT DE516N LOA125; INDICATE LOCATION, PITCH, 5PAN, CAMBEP,
CONFIGURATION AND SPACING FOR EACH TYPE OF TPU55 PEQUIPED; SPECIES, SIZES & Gt'ADE
OF LUMBER; SPLICE DETAILS; TYPE, SIZE, FIN15H, DESIGN VALUES, ORIENTATION, AND
LOCATION OF METAL CONNECTOR PLATE5; BEARING DETAILS AND BEARING PEQUIPEMENT5,
ALL SHOP DRAWINGS SHALL BE IN CONFORMANCE WITH THE ENGINEER OF RECORD' 5
FRAMING PLANS UNLESS WPITTF-N APPROVAL 15 OBTAINED FROM THE EOP FOR DEVIATION OF
THE CONTRACT DOCUMENTS,
3. IF PERMANENT BRACING 15 REQUIRED ON CERTAIN MEMBERS OF THE T PU55 TO PMVENT
BUCKLING, IT SHOULD BE DESIGNED FOR BOTH UPWARD AND DOWNWAPD LOADS AND SHALL
BE SHOWN ON THE TRU55 DRAWIN65 AND DESIGNED BY THE DELEGATED ENGINEER.
4, TRUSSES SHALL BE FABRICATED APPLYING THE DESIGN VALUES L151r::D IN THE STANDARD
DESIGN VALUES FOR WOOD CON5T2UC110N OF THE AF &PA,
5. TOP AND BOTTOM CHOP125 SHALL BE OF N0,2 GRADE OR BETTER, WEB MEMBER5 SHALL BE
OF N0,3 GRADE OR BETTER, A CHORD MEMBER 15 DEFINED A5 THE ENTIRE TOP OR BOTTOM
TRU55 MEMBER WHICH MAY CONSIST OF 5MA -LEP SPLICED PIECES.
6. FOR VU55E5 SPANNING 20 FEET OR LE55, THE MINIMUM PERCENTAGE OF GRADE MARKED
MEMBER5 AMONG TOP AND BOTTOM CHORDS SHALL BE 50 PERCENT,
7, FOR TRU55E5 SPANNING 20 FEET OR MORE, THE MINIMUM PERCENTAGE OF GRAZE MARKED
MEMBER5 AMONG TOP AND BOTTOM CHOP125 SHALL BE 75 PERCENT, AND THrWE 5HALL BE
A MINIMUM OF ONE MARKED WEB PIECE ON EACH TPU55,
B. ALL LUMBER SHALL BE 2 INCHE5 BY 4 INCHES NOMINAL OR LARGER, AND NO 2 INCH
NOMINAL MEMBER SHALL BE LE55 THAN I� INCH.
9, THE MOISTURE CONTENT OF ALL LUMBER U5ED IN TRUSS FABRICATION SHALL NOT EXCEED 19
PERCENT.
10, CONNECTOR PLATE5 SHALL BE NOT LE55 THAN 20 GAUGE GALVANIZED 5TEEL MEETING
A5TM A653/ A6 53M OR A9241 A924M, AND SHALL BE IDENTIFIED BY THE MANUFACTURED
STAMP, CONNECTOP5 SHALL HAVE PRODUCT APPROVAL,
11. ALL CONNECTORS OVEF? 3 INCHE5 OP 25 PERCENT OF 3 INCHE5 OR LESS AS PER TPI
5TANDA1ZD5, SHALL BEAR THE NAME, LOGO OR OTHER MAPKING5, WHICH CLEAPLY IDENTIFY
THE MANUFACTURER,
12. POOF TRUSSES SHALL Be CAPABLE OF CARRYING UNIFOPM AND POINT LOADS A5 SPECIFIED
IN THE1 5E DOCUMENTS,
XI - fi2F- MOB 1-10N
1. EXTREME CAPE MUST BE U5E1 DUPING ALL NEW EXCAVATION, FOUNDATION AND DEMOLITION
WORK 50 A5 TO NOT UNDERMINE ANY OF THE EXISTING FOUNDATION THAT MU5T REMAIN,
2, DEMOLITION PPOCEDURE5, SHORING REQUIREMENTS, SEQUENCES, TIECHNIQUE5, ETC, EDT HEf P,
GIVEN IN OFF, IMPLIED BY THE5E 112AWING5 ARE 5U66E51ION5 ONLY, CON -r ACTOR SHALL BE
SOLELY RESPONSIBLE FOR THE PROTECTION, STABILITY, INTEGRITY, ETC, OF EXI5T1NG AND
NEW 5T PUCTUPE5 DURING EXECUTION OF THE WORK.
3, CONT P CTOP SHALL PEPFOPM ALL WORK IN 5UCH A MANNER A5 TO PROTECT EXISTING AND
ADJACENT 5T PUCTUPE5 AND BE PE5PON511LE TO PPOPEPLY PEPAIP ANY DAMAGE WHICH
OCCUP5 A5 A RESULT OF H15 WORK.
4, CEASE OPERA110N5 AND NOTIFY OWNER AND ENGINEER IMMEDIATELY IF SAFELY OR
INTEGRITY OF 5TPUCTUPE APPEAP5 TO BE ENDANGERED. PPOPE PQ Y BRACE AND 5UPPOPT
5TP,UC1UPE BEFORE PE5UMIN6 OPERAT10N5.
5. NOTIFY OWNER AND ENGINEER IMMEDIATELY IF ANY PORTION OF EXI5TIN6 5TDUCTUPE WHICH
15 NOT TO BE DEMOLISHED 15 DAMAGED, CONTP.ACTOP SHALL PAY FOP ALL PEPAIP CO5T5,
INCLUDING DESIGN AND INSPECTION EXPENSES,
6. DO NOT CUT OF ALTAR ANY 5- TUCTURAL MEMBER5 WITHOUT WRITTEN AUTHOPIZA110N OF THE-:
ENGINEER UNLESS INDICATF;D ON THE 5TRUCTURAL DRAWINGS.
7. ALL EXI511N6 DIMENSIONS ( DISTANCES, ELEVATIONS AND MEMBER SIZES) SHOWN ON T HE
DPAWIN65 SHALL BE CHECKED BY MEASUREMENT IN THE FIELD,
XII - t2F-516N 0Z11F-:f,,1A
-- FLOOR LIVE LOAD,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,40 P5F
-- FLOOR SUPERIMPOSED DEAD L0Al2 „.,.,,,,,,30 P5F
-- ROOF LIVE LOAM ,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.50 P5F
-- 5UPEPIMPO5ED POOF DEAD LOA2,,,,,,,,,,,,,20 P5F
-- ROOF TRUSSES - BOTTOM CHOR12 ,,,,,,,,,,,,,,,10 105F
-- WIND LOAD5,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,PER A5CE 7 -02
CATEGORY II
EXPOSURE ' C'
IMPORTANCE: 1.00
WIND VELOCITY: 146 MPH
XIII - COMPONFW5 & CLA22IN6 WINt2 LOAf25
( PPEPAt�D PER A5C1- 7)
LOAD5 SHOWN IN TABLE APE POUNDS PER SQUARE FOOT C P5F)
Grbenb���
ArchitectInc.
295-SeVElfa AVdnue
(7aral-- Gables, fL,
AN 298.2
Architecture
Interior Design
Planning
Construction Mgt.
Joseph Greenberg
N.C.A.R.B.
AR #5953
Registered Architect:
Florida N. Carolina
Georgia S. Carolina
(305) 446 -4354
FAX: 444 -0181
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Grbenb���
ArchitectInc.
295-SeVElfa AVdnue
(7aral-- Gables, fL,
AN 298.2
Architecture
Interior Design
Planning
Construction Mgt.
Joseph Greenberg
N.C.A.R.B.
AR #5953
Registered Architect:
Florida N. Carolina
Georgia S. Carolina
(305) 446 -4354
FAX: 444 -0181
project name
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project number
date
JUNE 15, 2007
revision
drawn by
SP
checked by
DC
sheet title
GENERAL NOTES
sheet number
S -1
STRUCTURAL ENGINEER
DESIREE CUEN
rK'GrE5510NAL EEI2
2223, 5W 1*�' #99
STATE OF'.:
STATE O� ,►�L° P. �t� ;
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