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Consulting, Inc,-
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Pair» Spring North , FL 33015
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/,� 1) GOVERNING CODE:
f 7 t__ RIDA EI !ILDING CODE 2007 PSNconsulting,com
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5(jyd' _ 2) DESIGN LOADS:
itF +a'7•d$1„� DRILL h V IRM �- i ^ f, DS
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A" ' E.,I.� I LOA
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SITE LOCAM .-- Cm
ROOF LIVE LOADS: 30 PSF ;
g r. DETAIL A
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B) WIND LOAD: ASCE 7 -05
WIND VELOCITY = 146 MPH -
s�►. IMPORTANCE FACTOR = 1.0 c'
} e 1 r
�.a.
EXPOSURE rl _ ATEGCRY C
>',_. ! .. 41 e"4 _ ._ 47 .r J•.,x a
'Y - ... _ ✓ dE �:we 7 1 I1a w Y tA C , _.
,r 1K Ofa RI .. 3 �t ., ayyy eVR °�, > e.. T: C,2 h Gu r INTO VC, f I — /— C�.l.;
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F: TWC OR are r 60795
Nat '•- $) CONCRETE Structural
�a M,>INw Al F' ^li�aDATION & SIB ON GRADE = 3000 PSI C 28 DABS
nE sR• D
s
C) ALL OTHER CONC. = 4404 PSI q 28 DAYS
DETAIL B C) MAX. SLUMP = 4" f 1 "
Z S-1 SCALE: N.T.S. 4) REINFORCING STEEL:
n 8.00'
ASTM A61 (GRADE 60)
E� 5) WELDED WIRE FABRIC:
E
LOTS 13 AND 14 BLOCK 77 SUBDIVISION MIAMI SHORES SECTION NO.3 2-r,7 : �; �° ASTM A185
ACCORD TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 PAGE 37 OF THE PUBLIC
6) CLEARANCE OF THE REINFORCING STEEL:
SUBJECT AREA RECORDS OF DADE COUNTY, FLORIDA
RES.NO. 987 NE 96th STREET, MIAMI SHORES, FL 333150
a �2Ri_ � FROM THE FACE OF CONCRETE SHALL BE AS FOLLOWS (I,).N.0)
\ CERTIFIED TO:LAWYERS TITLE INSURANCE CORPORATION A) FOUNDATIONS 3"
DETAIL„ �1 R) COL -LIMNS AND BEAMS (TO TIES OR STIRRUPS) 1-1
C) SLABS -- INTERIOR 1"
EXPOSED TO WEATHER 1-1/2"
J TES
S-1 SCALE: N.T.S 3 . WNCAETE - SIM P51 O D 28 G 0
'- OA)T -A° ED - "10 fi° 7) STRUCTURAL LUMBER
.- Ar i - AW L +. - +0°0
:%E Ahi'ROM'3 [UTAI
1- STRUCTURAL LUMBER SHALL HAVE A MINIMUM BENDING STRESS
--- __ - -_' - SCOPE OF WORK TO INCLUDE: OF 1200 PSI. (PRESSURE TREATED YELLOW PINE No. 2
- --
OR APPROVED EQUAL)
1) REPLACE OF CORRODED REINFORCING IN TIE BEAMS, 2 CODEW2004'SHAL_L 13E IN ACCORDANCE WITH SOUTH FBA. BLDG.
TIE COLUMNS AT BEDROOM 3- 'WOOD TRUSS MANUF. SHALL SUBMIT SHOP DRAWINGS OF ALL
2) SKEET ROCK CLADDING W/ WOOD FURRING TRUSSES TO ENGINEER FOR APPROVAL SEALED BY FLORIDA
3) ADDING STRAP FOR WOOD TRUSS REGISTERED PROFESSIONAL ENGINEER,
4- FIELD ALTERATIONS OR REPAIR OF DAMAGED MANUF. WOOD
NE 96th ST TR USSES SHALL BE ACCOMPLISHED ONLY WITH ENG. APPROVAL:
K €; V,
,Y` _
s
8) STRUCTURAL STEEL:
S-1 SCALE: N.T.S. � -- - - - -- ZONE 1 - -- ZONE 2 ZONE 3 O'HANC Al E_ ;HAVES, CARS AND PLATES - -ASTM A36 W
S ' It e a =3.2" (PSF) (PSF) (PSF) (PSF) B) ANCHOR COLTS -- ASTM A307
ROOF +P / —P +P / —P +P / —P WALL ZONE +P —P
MEMBERS +25.3/ + +25.3/ a +55. - s.9 C) EXPANSION COLTS -- HILTI "KWIKBOLTS" �j
/_ t _ — 1 r L —
— — — — - -• -- R{�CFlNG +34,9/ 55. +319, 1,. +3 4.3/ 7.0 117.E �5 +55.8 t .6 D1 WELDING ELECT CLASS E70XX
o -- _.�._. .— _ — --
I r "'� �' �" 3 ROOF WIND NET UPLIFT PRESSURES SCHEDULE WALL.VV1ND PRESSURE W
Uj
(� I 9) CONTRACTORS RESPONSIBILITY: _ �
- -- E X IS TI N C C ONNECTOR SCHEDULE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND
Cl C)�'��C;. ;`.�EAM. CONSTRUCTION OF FORMWORK AND SHORING.
W
MARK M ANUFACTURER TYPE ( UPLIF tsOA &EXPIRATION DATE 10) COORDINATION:
NVRT12 w/ (5)16d TO WOOD, 2 X 991 — —i ors- 0326 x/ WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL,
Lf (P ) Y<o TA PCON AND ELECTRICAL DRAWINGS FOR LOCATIONS OF EMBEDDED
ITEMS.
�___'___ - - -_— 1 - -�5 DOWELS X 2 - � O" LG, REPAIR PROCEDURE - 11
L_ - - - -- — _ — i - -- ':BRILL & SET IN EPDXY 4-" INTO _
-- . __ _ _ -
-- EXISTING BEAM SOUNDING.
THE EXTENT OF REPAIR BY HAMMER
SOUNDING.
REMOVE ALL DELAMINATED OR DISINTEGRATED W
EXT'G WD. RAFTERS CONCRETE DOWN TO LEVEL OF SOUND SUBSTRATA.
- - - - -- - ____----- .____._ �___ —_ -_ - __ - - - - -- 'MA W/ EXT'0. - ___- PR _ —__ _ � 24 " O.C. UNDERCUT REBAR, MIN. %" IF CORROSION IS � 0
. _
PRESENT OR IF REBAR EXPOSED IS MORE THAN 50% �d
_� (� �� o. �� V. t ITS CIRCUMFERENCE AFTER CHIPPING
ADD NUVUE TWIST
f - - - STRAP W/ (8) 1 CLEAN THE SURFACE OF THE EXPOSED REBAR AND
- -L -- - - - - - - -� _ G CONNECTS R
CONCRETE. SURFACE CLEANING MAY BE ACHIEVED BY REVI
EXl
-- _ - -- - - SANDBLASTING CONCRETE AND REBAR SURFACES OR
F - - - - --
I WIRE BRUSHING THE REBAR
L - - - - -- - -1 - -- __ : TOE' OF TIE BEAM
___.___.- ..__.. - — - -- - - - a -- REPLACE ANY REBAR SHOWING MORE THAN 259
- - - - r -- - - -- �� —_ EXT'C WALL OPENING -- — — � EL. (SEE FLAN) � LOSS OF SECTION. LAP NEW RECAP WITH SOUND
- - - - L -- - - I - - - -- j - - -, ^ EXISTING REBAR FOR A MINIMUM OF 40 CAR
- - -- - - -- - -- N DIAMETER
L - - - - -- - _ __� __ `- APPLY ANTI - CORROSION PROTECTIVE COATING OVER
-- -- - '1 4 EXPOSING CONCRETE. USE SIKATOP 114 AMATEC OR
APPROVED i A OJED EOU IVALENT
I I I -
-- - - -- - - - - -- - - - - --
7 ( I REPAIR AREAS:
f T T AT S MALL RE A
INSTALL SIKATOP 122 REPAIR MORTAR OR
- -- EQUIVALENT WITH 1 INCH PER LIFT AT ALL SURFACES
- -- I I - - - - - r T T - - - - -- - I - - OTHER THAN REQUIRED APPROVED EQUAL
- ___I -- --------- L______L______1 -- ____ b) INSTALL SIKATOP 123 GEL MORTAR OR
-- - -- — EQUIVALENT ATOVERHEAD APPLICATION
I i I I 1 I
i - ------ - - - - - - -- L- - - - - -I ---- - - - -- - - - -- - - - = SHEET TITLE:
TOP OF EXI�T'v. - . - - - -- - __��----- �_� -_- -_�� - - - �- -- - - -� -# DOWELS X 2' - -10" L(�{ AT LARGE REPAIR AREAS:
N o) FORM AND PLACE SIKA MONOTOP OR APPROVED
FOOTING OR SLAB -- it -- - - �------ �------ L______L - - - - -- - - - -_� DRILL & SET IN EPDXY 4 INTO - - - � ?°0 EQUIVALENT UP TO 3 IN. MAX. REPAIR THICKNESS FOUNDATION
F - - -_� - - ---- r ------ T ------- r ---- - - - -- - --T -- EXISTING FTC. OR SLAG
—_
I.lNOC E 1/ S -1 - �' b) AREAS REQUIRING MORE THAN 3 INCHES OF
- REPAIR THICKNESS, RETURN BEAM AND COLUMN TO
2X, 1 ORIGINAL LINES BY FORMING AND POURING CONCRETE
;. �-- MIX WITH THE FOLLOWING PROPERTIES:
2 X: 1
, r TH -5
�
T ,
28 DAY COMPRESSIVE S REN Nf�44 Psi
--
SLUMP 3 MAX.
N -.
WATER .,EIti�ENT RA 1 4.44MAX.
N F OR , � ' �+i "' 1 ) ' _ _ - �' MAX. CHLORIDE 10N CONTENT =0.15 DR WN.
i/ N n l i a ADMIXTURE -- ASTM C494 - TYPE A OR D CA
CORROSION INHIBITING MIXTURE RHEOCRETE 222 BY CHECKED:
/
VASTER BUILDERS, OP, DCI BY W.R. GRACE FO
ALL WINDOW OPENINGS ARE Tom) ,I I� ,)EINFORCED BY REBAR 8RM 4$ RT13 FLRIWtS 8
r _ l �1t I
�I L� LI -� L111.1 � I I I 1.1 I I I I � �� 14 CURE REPAIR. AREAS ASREQUIRED DATE:
- - -- - -- - -- -- -- - - - --I -- REMOVE CRACKED
- 10.06.09
I GROUT FILLED CELL G =0 5 k 1 SECTION
_ .
KNOCK THE BOTTOM CELL BIG i , ":)'._�(�H TO DRILL THE SLAF� �__0 k -- .__ -_�. i SCALE AS NOTED
REINFORCED MASONRY LEGEND
B TYP. BEAM SEGnON JOB. N0.:
p � GR � � Sr . ,,,, = P- � 48
09571
UPON INSTAL LATION OF REBAP, 1 1 SE HILTI E GROUT -- - - - -- - - -- - - - - - -- - -- � �" '
SHEET:
SIZE REINFORCED SIZE CENTER TO
OF CLOCK MASONRY OF BAR CENTER SPA'G.
ALL REINFORCED MASONRY WALLS SHALL BE PROVIDEI
"I WITH #9 CUR -O -WALL LADDER TYPE HORIZONTAL
Cm J REINFORC NG ROOF PLAN DLTAIL I
REINFORCEMENT AT 16" 0/C VERTICALLY.
HORIZONTAL REINFORCEMENT MIN, OF 4" INTO ALL
CONCRETE COLUMNS
>> DENOTES VERT. BAR IN CONIC
��
- l��l �. S �. -� F , I _ - FILLED BLOCK CELL
N REINFORCED I
® DENOTES E . RCED BLOCK WALL
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`.Y FC' ES AND REGULATIONS