5901 SW 66 ST EB-93-180-009 FOR ROCCOCEO, HABITAT FOR HUMANITY:
WIDTH. .,PROVIDE VAPOR BARRIER BEL014 ALL SLABS -ON FILL ( 10 MIL) . 13. PRE' FABRICATED, WOOD, TRUSSES:'
REFER, TO ARCHITECTURE FOR- REQUIRED SOIL POISONING BENEATH ALL
GENERAL STRUCTURAL NOTES:
SLABS ON GRADE. SHALL BE-, DESIGNED AND FABRICATED
IN ACCORDANCE WITH' THE TRUSS: '
PLATE INSTITUTE, -( T.P. I . ) , LATEST 'EDITION.. TRUSSES TO BE- ERECTED,
8. '.,SHOP DRAWINGS,
FOLLOWING THE GUIDELINES OF THE T.P. I . 'PUBLICATION BWT-76.
,FOUNDATION -ALLOWABLE SOIL BEARING PRESSURE: SUBMIT LAYOUT PLAN AND INDIVIDUAL TRUSS DRAWINGS FOR, EACH
NO SHOP DRAWING SHALL BE' SUBMITTED FOR ARCHI DIFFERENT TRUSS
TECT/ENGINEER'S
SIGNED -AND SEALED BY A FLORIDA REGISTERED
BASED ON FIELD OBSERVATIONS, THE FOUNDATIONS HAVE BEEN DESIGNED
AFTER THEY HAVE BEEN' REVIEWED� AND NOTED FOR PROFESSIONAL ENGINEER, FOR APPROVAL BY STRUCTURAL ENGINEER PRI
OR
, FOR AN ALLOWABLE SOIL BEARING PRESSURE OF' 2 ,000 P.S.F. CONSTRUCTION METHOD -TRADE REQUIREMEN TO FABRIC '
DIMENSIONING, AND OTHER IS ATION.
GENERAL CONTRACTOR TO PROVIDE. A MINIMUM OF FIVE ( 5 ) EXCAVATIONS, BY T14E CONTRACTOR, ,AND STAMPED WITH THE CONTRACTOR' S APPROVAL
3 FT. X 3 FT. X 3 FT. DEPTH, TO, VERIFY THE ASSUMED SOIL- -ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, - THE WOOD 'TRUSSES AND PROVIDE CALCULATIONS FOR THE
SEAL. ENGINEER DESIGN
CONDITIONS.
QU'ANTITIES, ERRORS OR,- OMISSIONS, 1AS A RESULT OF CHECKING AND , FOLLOWING TWO LOAD CASES:
REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR BE
OMISSIONSMUST
2. �CONCRETE:
MADE G006 BY CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR 'ROOF GRAVITY TOP CHORD LIVE LOAD 20 PSF
. -REVIEW OF DRAWINGS BY ENGINEER, AND EVEN THOUGH WORK IS DONE IN
TOP CHORD DJEAD ,LOAD 15 PSF
'ACCORDANCE WITH SUCH SHOP DRAWINGS. BOTTOM CHORD DEAD LOAD 1b PSF
ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH
OF 3 ,000 PSI
IN 28 DAYS. AGGREGATt8 TO BE CLEAN AND WELL NOTE: ZERO (0 ) PER CENT (%) ST
RES.S. INCREASE
GRADED, , MAXIMUM SIZE 1",. CONCRETE � SLUMP: 3" MIN. TO 5" MAX. 9. DEWATERING:
FOR LUMBER AND -PLATES.
VERTICAL CONCRETE DROP NOT TO ,EXCEED 8 ' .
MUST, EVACUATIE ALL' 14ATER FROM' WIITHIN FORMWORK BEFORE PLACEMENT OF 2 . ROOF UPLIFT AS PER S. F.B.C.
3. CONCRETE COVER: ESS INCREASE FOR
' ' ANY CONCRETE NOTE. 33 PER �CENT (%) . STR
AFTER DEWATERING AND, BEFORE PLACING CONCRETE. MUST RINSE THE LUMBER AND PLATES .
�TO BE AS FOLLOWS: BOTTOM TOP REINFORCING,,STEEL CLEAN OF ALL DELETERIOUS MATERIALIF
SIDES
PREVIOUSLY�
LEFT SUBMERGED.
GENERAL CONTRACTOR TO PROVIDE PERMANENT LATERAL BRACING OF THE
FOOTINGS
31w 2
TRUSSES BY PROVIDING CONTINUOUS 2X4 AT TOP AND BOTTOM CHO
SLABS Vt jit 10. DETAILS ANDISECTIONS: RDSi
PLUS CROSS' BRACING AT EACH END. NOTE, THIS LATERAL BRACING TO
4. REINFORCING STEEL: BE PROVIDED AT 10 FT. CENTERS ALONG THE SPAN OF THE TRUSSES.
t ALL DETAILS AND SECTIONS SHOWN 0
N THE DRAWINGS ARE INTENDED TO
BE TYPICAL 1' , AND SHALL , BE CONSTRUED TO APPLY TO ANY SIMILAR GIRDER TRUSSES TO -BE BOLTED TOGETHERWl'TH, 1/2" DIA. BOLTS AT
TO BE NEW HIGH STRENGTH BILLET STEEL DEFORMED 'AS PER ASTM A SITUATION .ELSEWHERE ON THE PROJECT, UNLESS A DIFFERENT DETAIL 24", C/C AT TOP CHORD,
-305 , BOTTOM CHORD, AND' WEB MEMBERS.
AND CONFORMING TO . ASTM A-615 ; GRADE 60.
OR SECTION, IS ,SHOWN. GENERAL CONTRACTOR TO SUBMIT SIGNED AND SEALED SHOP DRAWINGS BY.
LAP CONTINUOUS TOP BARS 30-BAR DIAMETERS AT MID-SPAN ONLY, A FLORIDA REGISTERED PROFESSIONAL ENGINEER FOR -ALL TRUSS TO
LAP BOTTOM BARS 30-BAR DIAMETERS AT COLUMNS ONLY -(SUPPORT) 11 . 'GENERAL:
TRUSS CONNECTIONS.
UNLESS OTHERWISE NOTED IN PLANS.
IF ANY ERRORS OR OMISSIONS APPEAR- IN THE DRAWINGS ,
SPECIFICATIONS , � OR OTHER DOCUMENTS, THE CONTRACTOR MUST NOTIFY
THE ARCHITECT AND ENGINEER, IN WRITING, OF THE SAME PRIOR TO
SHALL CONFORM TO. ASTM A-36 , DETAILED$ FABRICATED AND -ERECTED IN THE WORK IN QUESTION. IN THE EVENT THAT THE
ACCORDANCE AISC SPECIFICATIONS, LATEST EDITION. CON'TRACTOR FAILS TO GIVE NOTICE, OR PROVIDE SUFFICIENT TIME FOR
RESULTS OF SUCH
STEEL TUBES TO CONFORM TO A-500, GRADE B ( fy= 46 KSI ) . ALL TUBES A RESPONSE, CONTRACTOR IS RESPONSIBLE FOR THE
TO BE CONCRETE FILLED. ERRORS OR OMISSIONS� AND FOR ALL 'COSTS FOR RECTIFYING SAME AND
FOR ANY DELAYS OR ANY OTHER 'COSTS INCURRED BY SAME.
6. WELDING:
12. WOOD MEMBERS:
ALL WELDING TO BE DONE BY DADE COUNTY CERTIFIED WELDERS HOLDING
CURRENT WELDING 'CERTIFICATES, AND MUST PRESENT SAME AT JOB SITE ALL STRUCTURAL WOOD MEMBERS TO BE FULLY SAWN, WITH A HUNIMUIM
IN PLANS ) .
AT ALL TIMES. ALL WELDING PER PLANS AND PER GUIDELINES OF THE ALL014ABLE BENDING 'STRESS OF FB = 1000 PSI ( U.O.N.
AMERICAN WELDING -SOCIETY. ALL BOLTED CONNECTIONS TO BE COMPLETED WITH A307 GALVANIZED
STEEL BOLTS WITH WASHERS AT EACH END.
7. �' SLABS ON FILL: FABRICATION, ERECTION, AND , CONNECTIONS TO BE AS PER
�RECOMMENDATIONS OF THE A. I.T.C. (AMERICAN INSTITUTE OF TIMBER
FILL AND BACKFILL TO BE COMPACTED TO 95% OF THE MODIFIED' PROCTOR- CONSTRUCTION ) , LATEST EDITION.
DENSITY- TEST (ASTM D-1557 ) . COMPACTION LAYERS NOT TO EXCEED ALL WOOD MEMBERS TO BE FREE OF ALL IMPERFECTIONS AS :
SPLITS,
BACKFILL MATERIAL TO BE APPROVED BY SOIL ENGINEER CHECKS, OR EXCESSIVE KNOTS. UNSATISFACTORY MATERIALS TO BE
SLABS TO 13E PLACED CONTINUOUSLY, HOWEVER, ,MUST BE SAW CUT SAME REPLACED AT NO COST TO 'OWNER.
DAY IT IS PLACED AND LIMITED TO 600� S. F. , AND 36 FEET IN ANY ALL WOOD MEMBERS TO BE SOUTHERN SPECIES, U.O. N. IN PLANS.
DIRECTION'. SA14 CUT TO, BE A MINIMUM OF I INCH DEPTH AND 1/4 INCH
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