00-0513-008 a. w000 I Fusses
REVISIONS BY
A. Trusses to be designed and fabricated to meet the requirements of national design
specifications for structural grade lumber and its fastenings and timber construction ' �%' ' X 2(,0I r jL I D IS�
standard by TPI. Trusses shall be designed for superimposed loads indicated in {
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plan.
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S. Trusses shall be engineered to span the configuration indicated on drawings, provide
(3) copies 24"x 36" of truss drawings and Engineer's calculations with seal of
RegistOred Engineer in the State of Florida f r'Architect s approval prior to fabrication.
C. II roof joists, trusses, lookouts, be
girders shall be secured with approved metal
lies, cli s and anchors at connections (See connection notes& details)
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t I I ' II 12�f ! �' � Iv� �- L' GENERAL STRUCTURAL NOTES
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_ I I '�`�I ,� �3( _...�' � 1. General Q a
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% - --� �'I_ rG ! I field check all dimensions on the structural drawings and verity a
�?4r • 1 Lo X Co_ A. The Contractor shall a
— A same on the architectural set.-Architectural details such as;slab depressions,
r waterproofing, curbs, mechanical openings,fascia framing and bracing shall be
— «
II f installed as shown on the architectural set.
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W/4 r�w l� l' '3�� I d g��t�'' Ucl/2 i-5 T/d. VV�II� --- _ •--- - _ _ B.-The Contractor§hall be responsible for s o ng an rat ng o ensure safe working 4
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P V� 12 ��(-j� conditions at all times. Ail construction shall conform to the South Florida Building 7j-.l�G�,_P - t l(1 ( i� �i�; J -- --o - Lo - Code. sic. q/t t`l°i�t-
_ ,1 ; �a._{2. _� , �ce,F VXl� MIS I� r� � s
2. Concrete
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IrJ •� �' / I � A. All cast-in-place concrete in this job shall attain a minimum compressive strength a
'�_ ���F � ��I t:0• C�}-I I `°_ I ���..= t 30 s.i.
� (i'c)a 28 days of 00 p.
.5-2 { � 4J � �%/ - - B. Concrete work shall conform to all requirements of ACI 301-latest edition aF s.�>3
'� r`��1 ... p ., - 2' specifications for structural concrete for building.
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► ---�- -i D�I fJ �I L` A r- '�"� , '4�J p G� ( oJ`i-A!Lam='i"a 3. Reinforcing Steel
11 rI jt(o��H5" 10&J }J IL -T; 1;•;/�►J°ID A. Reinforcin steel shall be detaile3-and p ac in actor ante with ACi 3181atest ed. -
Glj 110,E I;D IJA-I1 �1 ` I{�j ��'<�I`- B. Reinforcing steel shall be deformed bars conforming to ASTM A 615 grade 60,
unless otherwise noted. Z U
f o DOS' tJ{ 2CP [+J�a iw
_ DJ -- t C. All welded wire shall conform to AST'�NI�A 185. 2 T'
N I f D. Reinforcing to be securely in position with standard access6des during placing of �
�X 1 concrete. k;
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q it �1i�� ���c� E. All bottom bars shall bear 6" minimum over supports. •_
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4. Minimum Concrete Over Reinforcing Minimum Clear Cover.(in.) Z O r ;t
O N �
-� A. Concrete against and permanently U-'
! exposed to earth(unformed faces) 3 (�
I B. Concrete exposed to earth or weather •~ V
i I i 11) (formed faces): F-. Q
a.#6 bars and larger 1 1/2 N
\ b.#5 bars and smaller Z
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5FE-FT �p C. Not exposed to weather or•in contact with ground
a. Structural slabs&walls 314 _
b. Beams and Cglulnns , Z �
(Primary reinforcement,ties stirrups&spirals) 11/2
a Slabs on grade 11/2
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— 5. Masonry _J
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A. Hollow concrete masonry units shall be of q,quallty of at least equal to that required
— - ----- - (� b ASTM C 90"standards specifications for hollow load bearing concrete mason IX
n p 9 masonry IX
�ix��p �� 1 ,,� v ; • units" I L
�f2G DG I N �� B. All mortar shall comply with the property and proportion specifications of ASTM V
�-, ., .
O i iJU C 270. Except that slag cements shall not be used. Mortar for exterior walls shall be W
�I2 b f'�`�r ' type M. For interior load bearing walls the mortar shall be type M or S. For interior i--- to co
I - — walls above grade-and not-supporting k�adsthg-mortarshall be type M,-S;or.- t. _ co
C. Whenever anchor bolts are to be set in masonry,two cells at the setting location IX N I j
shall be filled with concrete. • Q � F--
\ D. Grout for masonry units shall conform to ASTM C 476 and shall attain a compressive
strength of f'c=3000 p.s.i. at 28 days.
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E. Prism strength of masonry units shall be minimum of f'm= 1500 p.s.i. z
F. Maximum pour lift for masonry units and grout pour height shall be 4'-0". t I .
G. Slump 9"± 1". O
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6. Structural Steel �
A. Structural steel work shall comply with AISC"specifications for the design,
fabrications-and erections for.buildings".as it appgars on the manual of steel
construction, latest edition. of s•�•®c, q/i/li,14 .
B. Structural steel shapes, bars, plates and pipes shall conform to ASTM A 36,
FY=36 KSI.
C. Structural steel tubing shall conform to ASTM A 46, FY=46 KSI.
�w�xZI1 pew 7. Structural Lumber Date
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� � (� 'A. Q al•ty of wood to conform with South Florida Building Code(Dade County Edition).
IT7494 Scale
B. Wood shall be of a grade of not less than 1,000 p.s.i. of normal extreme fiber stress'
C.'All wood in contact with concrete or masonry shall be pressure treated. Drawn
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LIP
Job
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Zvonimir T. Belf>canin.;" J ,.
" ..�•" s, '� 'Sheet
Consulting Structural Enginccr".a z _P.E. A 33074 1
j"\a°' r, J.'o
4836 S.W.74 C.T.Miami,Florida 331,5 ,
(305)669-0255 '
;',Of Sheets
24 X 36 PRINTED ON NO.1000H CLEARPRINT•
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