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W/ STUCCO WALL
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CONCRETEAND REINFORCING SIT L MASON Y 0 d
1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE I. ALL BLOCK SHALL BE HOLLOW CONCRETE MASONRY UNITS °
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STRENGTH 3000 PSI AT THE END 20, DAYS. FOUR (4) WITH A MINIMUM COMP 55C 5T NGTH 1 00 P5C o 0
___ _ .___..__-- _-- -- CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH 50 CUBiG GONFO ING TO As G0 AND ONLY TYPE "M°° O "s"
10
YARDS O FRACTION THEREOF AND SHALL BE TESTED AT 3, -1 MORTAR SHALL BE USED, TO OBTAIN AN ASSEMBLY
AND 2 DA'Y'S. SLUMP SHALL NOT EXCEED 5" (z 1"). (SEE GOMPRESSi STRENGTH 1500 PSI. PROVIDE T Us5 0 Q I
MASONRY NOTES FOR FILLED CELL CONC TE)
TYPE HORIZONTAL JOINT REINFORCEMENT AT fro"'o,-. z 0 w
VERTICAL. -
2. ALL REINFORCEMENT SHALL BE rb0000 P51 MINIMUM YIELD NEW
C BILLET STEEL IN ACCORDANCE WITH As Ae 15 DE 0. ALL 2. ALL OUT iN FILLED CELLS SHALL E MiNiMUM 300 1-51 z 0
EXISTING G C. TIE EAM , A LAPS SHALL E A MINIMUM 45 A DIAMETERS. PLACING <c
OF REINFORCEMENT SHALL CONFORM TO THE LATEST ACC AND PEA QGK GANG TE. SLUMP SHALL BE g° ( f"). GROUTING h n
SHALL BE A CONTINUOUS OPERATION IN LIFTS NOT 0 '
a � MANUAL STANDARD PRACTICE GORES, PROVIDE 3o,, x 30'" _
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4" G C. WALL W/ kv 4 e 12" CORNER AS AT ALL CONTINUOUS FOOTING INTERSECTIONS AND EXCEEDING 4'-0 . GROUTING SHALL BE CONSOLIDATED 0 C" c�
HQ t2. AND 4 12" VERT. CORNERS TO MATCH FOOTING LONG WAY INFO GiNG A S.
BETWEEN LIFTS PUDDLING, RODDiNG OR STEEL iP iL 34°
A50VE RAMP, DECK, OR PROVIDE 30"' x 30" 05 CORNER BARS AT ALL BEAM INTERSECT IONS VIBRATION. STOP GROUT POURS 1-11211 BELOW TOP OF THE fy W
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STAIR NOSIW35. SEE ?:AND CORNERS TO MATCH BEAM REINFORCING . `
UPPERMOST BLOCK COURSE. PROVIDE GLEANOUT OPENINGS )
ELEVATIONS SHEET A®3 CONCRETE COVER OVER REINFORCING SHALL BE: AT THE 50TTOM OF ALL REINFORCED MASONRY CELLS. z r1 2
FOUNDATIONS 3" -
-- NEW WINDOW AS PER PLAN STRUCTURAL SLABS 1" 3. TiCAL CELLS TO BE GROUTED SHALL PROVIDE W V
AN SCHEDULE COLD 1-1/2 VERTICAL ALiG-cNMENT SUFFICIENT TO MAINTAIN CLEAR, 0 �
Eye" STUCCO FiNISH I`� 3!1&0 xA 3 T ITA LE UNOBSTRUCTED, CONTINUOUS, VERTICAL CORES MEASURING D
3. ALL CONCRETE SHALL BE PLACED WITHIN SO MINUTES FROM NOT LESS THAN 2" x 3". GROUT SHALL BE PLACED BEFORE
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4°' C. WALL Wt 0 4 12" VERT. BATCH TIME, AND Vi TED AS OUi D Y THE ACi MANUAL ANY INITIAL SET HAS OCCU D BUT iN NO CASE MORE
OF CONCRETE PRACTICE. TEMPERATURE CONCRETE AT THE THAN 1-1!2 HOURS AFTER THE MiX-DESIGNED WATER HAS
AND 4 12" HORiZ. _ TiME OF PLACEMENT SHALL BE BETWEEN 15° F. AND 100° F. BEEN ADDED.
4. PROVIDE SAWCUT CONTROL JOINTS AS PLAN NO LATER THAN 0
4. THE MINIMUM LENGTH OF LAP FOR DEFORMED BARS IN z
S HOURS AFTER SLAB HAS BEEN POURED. GROUT SHALL BE 45 BAR DIAMETERS. °
REMOVE XiSTI CAST i-- .4 5. DOWELS OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL Q
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CONCRETE WINDOW FRAMES 5. WHEN MASONRY OPENINGS A FRAMED Y DROPPING
AND EXISTING WINDOWS. i BE ANCHORED WITH TWO-PART EPDXY ADHESIVE ("" WL°' THE SOFFIT CONCRETE BEAMS " O GREATER, ADD 2
a. CHEM-FAST CARTRIDGE SYSTEM ORE UAL). ANCHOR HOLES _0
A SHALL BE DRILLED TO 1/0" GREATER THAN THE SPECIFIED BARS IN BOTTOM OF DROPPED SECTION. PROVIDE S" MiNiMUM to
FASTENS HALES SHALL E DRILLED TO MINIMUM DEPTH 5H0 BEARING FOR DROPPED SECTION AT EACH SIDE OF OPENING z
IF NO EXiSTi " MiN. CONC. LU � � � ON THE PLANS, AND SHALL BE THOROUGHLY GLEANED OUT AND (TYPICAL EXCEPT WHERE BEAMS ARE NOTED). �
SILL W! 2 0 S CONT. EXISTS, 1,12" X JOINT CONTINUOUS DRY PRIOR TO INJECTION OF EPDXY. °
PLACE NEW AND EXTEND
A " MIN. Y I <r r0. ALL MASONRY LAID UP AFTER FRAME 16 IN PLACE SHALL 0
WINDOW OPENING MOTH SiD _
4" C. SLAB W! "x6" WiA WW. . . ALL CONCRETE DECK SURFACES SHALL HAVE A LIGHT BE CONNECTED TO CONCRETE COLUMNS AND WITH w
LA T. A 50" MINIMUM
ON to MiL VAPOR 5ARRIER, OVER FINISH O AS SPECiF€ED IN THE ARCHITECTURAL PLANS. GALVANIZED WALL TIES AT fro"o.c_ WALL TiES SHALL HAVE 0 f-
EXISTING all MASONRY WALL ��° I CLEAN MECHANICALLY COMPACTED 4" MINIMUM EMBEDMENT INTO MASONRY. ATTACH EACH TiE 0
SAND FiLL. PROVIDE SAW CUT ®1. ALL EXPOSED CONCRETE EDGES SHALL E CHAMFERED 3!4" z
< JOINTS AS PER PLAN. OM FINISH TO EXISTING CONCRETE OR MASONRY WITH (1) 1!4" DIAM.x 11f2" d
5ECTION VIEW PERPENDICULAR TO RAMP. (EXCEPT STAIR NOSiNGS), OR AS SHOWN ON THE PLANS. LONG TAPCON.
STRUCTURAL STE L w
1. ALL STRUCTURAL STEEL SHALL BE WOOD 2 ` C1
EXISTING . I � i � � � � AS A-3ro STEEL WITH A MINIMUM YIELD STRENGTH 3ro K51 1. ALL LUMBER EXCEPT PREFAB. TRUSSES SHALL BE 0
5 WESTERN CEDAR (Fb - "125 Psi)
(EXCEPT As NOTED ON PLANS). ALL FRAMING AND ANCHOR -
p r' ALTS SHALL BE A5TM A-301 GRADE. HOLES IN PLATES SHALL i
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BE SIZED 1!8°' R ROD DIAMETER. 2. ALL WOOD IN DIRECT CONTACT WITH MASONRY O 0
DRILL Y" CONCRETE SHALL BE PRESSURE TREATED, OR HAVE <AN <
DOWEL W1 oo I 2 N/A
APPROVED SEPARATING MATERIAL, OR HAVE A GALVANIZED
INTO EXISTING ; . ANCHOR SEAT.
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M. PRECAST CONC. PA 3. ROOF SHEATHING SHALL BE 3!4" CDX PLYWOOD. NAIL _j
3. ALL STRUCTURAL STEEL SHALL BE FREE SCALE, UST, OIL
WITH ad GALVANIZED RING-SHANK NAILS AT 4 0. . ALONG Q
AND OTHER DELETERIOUS MATERIAL AND SHALL BE COATED WITH PANEL EDGES AND AT C"o.r. AT INTERMEDIATE SUPPORTS,
I :, 2 COATS OF RUST INHIBITIVE PAINT. UNLE85 OTHERWISE NOTED ON PLANS.
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4. PROVIDE 2x SOLID BLOCKING BETWEEN ROOF FRAMING j
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4 ALL WELDING SHALL CONFORM TO THE LATEST A.W.S. MEMBERS AS NOTES ON PLANS. _j �-
f { :: SPECIFICATIONS AND RECOMMENDATIONS. ALL WELDS SHALL BE 5. ROOF FRAMING TQ BE PREFABRICATED WOOD TRUSSES As Q �
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CLEANED AND PAINTED WiTH 2 COATS OF UST INHIBITIVE PAINT./ PLAN. PROVIDE 24 PE ANENT T TRUSS BRACING S PLAN. 2
FASTEN EACH 2x4 TRUSS BRACE TO EACH INTERSECTING
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GENERAL ALL MISC. STEEL COMPONENTS, BOLTS AND HARDWARE\ f. ELEVATIONS SHOWN FE TO NGVD SHALL BE HOT-D[PPED GALVANIZED TREATED OR TYPE 31�X .REMOVE EXISTING 4 � STAINLESS STEEL As PER PLAN 4 SECTIONS. z
' ' n , !\', �'!`\a'/e/\`\°`'.,/`/`\',``r/%•, `'\°`,`,. e�'\`\`'"e f o/` // ,,\f`,`,/r //•�/\ r
FRAMES, Of=EN z 0✓A T WINDOW LL UNLESS OTHERWISE NOTED
ADJACENT OF / 2. ALL DIMENSIONS ON PLANS ARE SUBJECT TO VERIFICATION/
MASONRY ° FILL FOUNDATION IN THE FIELD
Li W1 UT 1. BASED UPON VISUAL OBSERVATION OF MEDIUM DENSITY
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BY
VERT. TREINF. I S1LTlsAND lG L MIX su AGE MATERIAL, A PRESUMPTIVE 3. SUBMIT THREE (3) SETS OF SHOP DRAWINGS FOR< A,E.i * INTO
SOIL CAPACITY OF 2000 P5F BEARING VALUE is USED FOR ARCHITECT OR ENGINEER APPROVAL OF ALL [TENS REaUIRING
18 EXISTING CONC. 5EAM I. DESIGN. iF OTHER MATERIAL is ENCOUNTERED, NOTIFY THE FABRICATION. DO NOT FABRICATE UNTIL APPROVED.
AND FT'G. AS SHOWN.
i 4 16" x 121" C T. C . W! 2 0 5. ENGINEER BEFORE PROCEEDING WITH THE WORK.
D REV S10 N."1`
TOP FT'G. 12' C.BELOW GRADE ut
TYPICAL 4. IT 15 THE INTENT THESE PLANS TO BE IN
OPEN 2. NEW FiLL MATERIAL SHALL BE CLEAN FiLL WiTH NO 0
ORGANIC OR OTHER DELETERIOUS COMPONENTS, AND SHALL ACCORDANCE WiTH APPLICABLE CODES AND AUTHORITIES 0
HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE b-
'' 1 11
E COMPACTED IN 12" (MAX.) LIFTS TQ V5510 OF OPTIMUM PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY 0
DENSITY.
BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE V)
I 3. DURING GROUND BREAKING FOR FOUNDATIONS, THE PROCEEDING WITH WO z
a.I ® ENGINEER SHALL INSPECT THE IN-PLACE SOIL MATERIAL AND 0
I SUBMIT A LETTER O THE BUILDING OFFICIAL STATING THAT 5. IT CS THE INTENT THESE PLANS AND THE n
I " I SPONSiBILITY OF THE CONTRACTOR TO COMPLY WITH DATE
i THE ACTUAL SOIL CONDITIONS MEET THE DESIGN I a I LOCAL, STATE, AND FEDERAL ENVIRONMENTAL PERMITS 0 07-07-09
01 11 P SUMPTiVE SOIL BEARING CAPACITY USED FOR DESIGN. ISSUED FOR THi5 PROJECT. IT SHALL BE THE CONTRACTOR'S }
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�F .4 SPONSiBiLITY TO FAMILIARIZE AND GO HIMSELF Y Q
I 1 I TE (T PROTECTION ALL PROVISIONS OF THESE
PERMITS.
PE iTS.1. UERMI TREATMENT AND PROTECTiON AS PER FLORIDA
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G GORE ED iO .
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DESIGN LOADS ro. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE 200-7 o
I I I EDITION.
I(2) 5 x .30" DO LS I FLOOR LL 40 PSF
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.i " SILL , ' i DRILLED W6 EPDXY INTO +11.'t3' I I SUPERIMPOSED DL (FLOG FINISH) 1 Pep -1. A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL �
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®- --g-� -� I IEXi°vTl FT'G. Wf rp" MIN. "t I PARTITION OL 15 P WHEN APPLICABLE, 15 aU1 D FOR THE FOLLOWING ITEMS:
I i ED. 2 x DRILL i ! El
L _ __ _ _ _ ® _ _ _ _ _
EPDXY iNTO EXIST. '_. _ EXIST. G T. CONC. FT'G. ` __ I Q DL 15 P TOP CHO STRUCTURAL GLAZING, GLASS WALLS, DOORS, MULLIONS,
CURTAIN WALLS, ST0 SHUTTE S, WINDOWS, z
i I CHOP 25TPSF AWNINGS i HANDRAILS.
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_ T Q LL 3 P z
all -1"" 1 - tea® I N1 w 2. DESIGN FOR WiND LOADING 15 iN ACCORDANCE WITH THE
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L ®1 T FLORIDA BUILDING CODE 200-1 EDITION AND SECTION OF
I I ,g.r ; I ., .... A : :.,° ....' FT'G. Wf A5CE -t-02. WIND SPEED 14 MPH, EXPO5U E CATEGO Y "C" 0
" MASONRY STEM WALL i- • 4" C. ALL W! 0�4 12" XP. JT v
I W! 5 iN FILLED CELL I i +11.1 t- -° FORM RS. IMPORTANCE FACTOR, I = 1.0. INTERNAL
I v {' I +1 PRESSURE COEFFICIENT = 0.15. MEAN Q HEIGHT, = 15
rr 4 4 " O.C..MAX � �- �- , z
iq 9 n " fin. ®-I"" IT" 15r� "a
FOR COMPONENTS AND CLADDING, EXPOSURE CATEGORY "G" A
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4,1 i - �. W/ 2 5 C T. MATCH I - a 4 X
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(l4404 S.W. 139th Court, Miami, Florida 33175 305-554-917h
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