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VVOOD DECK AND TRELLIS ADDITION
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F R THE
K'2""' ESIDENCE F MR. ND MRS. RICH RD C CHRAN
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6131 SOUTHWEST 86thSTREET
MIAMI, FLORIDA
STRUCTURAL NOTES _
1.ALL CONCRETE SHALL REACH A MINIMUM DESIRED ULTIMATE =
STRENGTH OF 3000 PSI IN 28 DAYS WITH 5' SLUMP UNLESS -
OTHERWISE NOTED IN DRAWINGS OR SPECIFICATIONS.
A)FOOTINGS+SLAB ON GRADE F'c-250OPSI
ALL CONCRETE MUST BE PLACED WITHIN 90 MIN.OF BATCH TIME
ONE SET OF CYLINDER REOUIRED FOR EVERY 50yd OF CONCRETE OR LESS.
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L I S T OF D R A W I N G S : LEGAL DESCRIPTION • 2.REINFORCING STEEL SHALL BE INTERMEDIATE GRADE A.S.T.M.A-
615(60 KSI YIELD)WITH DEFORMATION CONFORMING TO A.S.T.M.
COVER SHEET SOUTH 1/2 OF LOT 5, BLOCK 8, OF SNAPPER CREEK GROVES, A-305 CURRENT EDITION.PROVIDE DOWELS OF SAME SIZE AND NUMBER AT
All LOCATION PLAN, FOUNDATION AND FRAMING PLAN ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT ALL POINTS REOUIRED TO CONTINUE CONCRETE PLACEMENT.LAP ALL
AND SITE DATA BOOK 44, PAGE 88, OF THE PUBLIC RECORDS OF DADE COUNTY, REINFORCING 61/2 TIMES BAR NUMBER.
FLORIDA.
A1.2 DECK PLAN AND DETAILS 3.ALL CONCRETE SHALL BE POURED IN DRY CONDITION +CONTRACTOR
A1.3 TRELLIS PLAN AND DETAILS SHALL PROVIDE ADEOUATE DE-WATERING PRIOR TO AND PLACING CONCRETE
A1.4 SECTIONS
4.CONCRETE COVERAGE SHALL BE AS FOLLOWS. V A Z I R I & A S S O C I A T E S, I N C.
S T R U C T U R A L E N G I N E E R S
GRADE BEAMS+FOOTINGS:
HOSHMAND VAZIRI,P.E. MARINA LAKES
3' FROM BOTTOM TO TIES OR STIRRUPS. P.E.#39663 4900 S.W.74 CT.
9 610 MIAMI, FL 33155
2' FROM TOP+SIDES E.B.#7436
PH. 305.663 5617
JOB#2001-57 FAX 305.663 5614
5.SOIL STATEMENT DESIGN INSPECTION SUPERVISION RESTORATION
INSPECTION OF THE SITE INDICATES SOIL CONSISTING OF UNDISTURBED SAND+
ROCK WHICH IS CAPABLE OF WITH STANDING 2000 PSF(MAX.)SOIL PRESSURE.
T T T SI OU I I O III C i 11 O 11ONS
11 11 ) 1 MA II 'CIA S 13L I_VCO N I[- III_
I I I I N(;INI I �< `; IAI I 'i' NO II II ) lil f Ulll f"�OCf I DING Wl ih I[-,I- WORK.
I I I I I
AT THE TIME OF CONSTRUCTION,THIS OFFICE WILL PROVIDE TO THE BUILDING
W I I I I I OFFICIAL,A LETTER SIGNED AND SEALED ATTESTING THAT THE SITE HAS BEEN
OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THE THOSE UPON
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WHICH THE DESIGNED IS BASED.
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? I I 6.ALL LUMBER USED FOR FLOOR AND ROOF OR MISCELLANEOUS Revisions
Q ITEMS MUST BE MIN.NUMBER 2 KD SO.PINE OR BETTER U.O.N., No. Description _ I Date
6 I 5 I 4 I V I 2 I 1 PROTECT ALL LUMBERS AGAINST CONCRETE WITH METAL OR APPROVED I PFHFPMIT REVISIONS /22/01
I I I I I METHOD.
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I I 7.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE
PROCEEDING WITH THE WORK AND REPORT ANY DISCREPANCIES TO THE
W I I I ARCHITECT AND ENGINEER FOR APPROPRIATE ACTION AND ALL WORK SHALL
I I I I BE EXECUTED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL BUILDING
I I CODES AND GOVERNING REGULATIONS.
OI I 8 THESE PLANS COVER STRUCTURAL ENGINEERING ONLY, FIRE
RESISTANCE, INTERIOR FRAMING AND ALL ITEMS NOT SHOWN
I SPECIFICALLY ON THESE PLANS ARE NOT PART OF OUR CONTRACT.
PROJECT I I I
LOCATION ACCURACY
1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING
WITH THE WORK,AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND
SOUTHWEST 86th STREET ENGINEER FOR APPROPRIATE ACTION.
CODES ISUBMITAL: PERMIT SET
1. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH ALL LOCAL AND NATIONAL
BUILDING CODES AND GOVERING REGULATIONS+SOUTH FLORIDA BUILDING CODE
1994 EDITION
LOCATION SKETCH METHODS SAFETY: DATE: MARCH 21, 2001 z
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SCALE:1' -50' THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES AND j A fit) D
0 1w 200' SEOUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY,INCLUDING ALL ••,-,! W
ADEOUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF �� I r�C.4 � ir
THE CONTRACTOR. '. Z
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TE 'OF
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