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SURFACEPREPARATION
ROUT EX15T CRACKS 1/4' WIDE z I/4" OR I. HORIZONTAL SURFACES
GLEAN CRACK 4 SEAL W/ NP-2 SEALANT, A. CHIP OUT L005E CONCRETE WITHIN THE MARKED AREAS AND DETERMINE DEPTH OF REINFORGINGiT
LEA „f
STRIKE FLUSH W/ SLAB. STEEL. SAW GUT AROUND PERIMETER OF THE REPAIR IN A REGTANGULAR PATTERN TO A DEPTH OF A
Fps
-3
STEEL.
TO AVOID GUTTING THE �
2 INCH OR LESS
N
B. REMOVE THE CONCRETE WITHIN THE SAW GUT AREA WITH HAND CHIPPER TO EXPOSE THE CORRODED
W N
J--EXIST GORE MOUNTED ALUM RAILING REINFORCING STEEL AND TO REMOVE FRACTURED OR UNSOUND GONGRETE IN AGGORDANGE WITH
EXIST GORE MOUNTED ALUM RAILING °IGRI".ry
TO REMAIN TO REMAIN THE RECOMMENDATIONS FROM I >
GHIP 5URFAGE5 TO OBTAIN A SURFACE ROUGHNESS PROFILE OF Veer INCH (il/16). WHERE ACTIVE BAR 4iJ
I GORRO51ON 15 FOUND GONTINUE CHIPPING TO A DEPTH OF 3/4 INCH MIN CLEARANCE BELOW Q � W
I CORRODED BARS. MAKE ADDITIONAL SAW GUTS AND CHIP AS REQUIRED TO EXPAND THE REPAIR :3
UNIT 214 I BALCONY EDGE TO BE REPAIRED UNIT 714 i Q AREA EFFECTIVELY "CHASE" THE GORRO51ON FOR APPROXIMATELY 6 INCHES BEYOND ALL ACTIVE
4 WHERE BAR GORRO51ON 15 LIMITED TO NORMAL MILL 5GALE AND SURFACE OXIDATION AND LE55 CORROSION.� C Mp
BALCONY EDGE TO BE REPAIRED THAN 112 OF THE BAR DIAMETER 15 EXPOSED WITH REMAINING CONGRETE FULLY BONDED, Zj 1W = N, C5,`•,..
EXTERIOR PAINT ON EXI5TTN6 TILE TO BE N `
1 4" THICK GONG SLAB - - -
REMOVED 4 PROVIDE NEW L
- UNDERCUTTING THE BAR IS NOT REQUIRED.
REMOVHATERED
4 PRG I TOP GOAT IF THE EXTENT OF CONCRETE DAMAGE EXTENDS BEYOND THE ESTIMATED AREA, NOTIFY THE OWNER Z rn
,1
(BASF I500)'ON ENTIRE BALCONY OR ENGINEER BEFORE PROCEEDING. O
EXIST HURRICANE SHUTTERS EX15T HURRIGANE 5HUTfER5 2. VERTIGAL AND OVERHEAD SURFACES V
TO BE REMOVED 4 RE -INSTALLED TO BE REMOVED 4 RE -INSTALLED A. VERTICAL AND OVERHEAD SURFACES SHALL BE PREPARED IN A 51MILAR MANNER TO HORIZONTAL . a
® UNIT 214 AS REQV TO REPAIR 3 Jv ® UNIT 114 A5 REQV TO REPAIR SURFACES DESCRIBED IN PLAN. THE CONTRACTOR SHALL VERIFY THE AMOUNT OF CONCRETE COVER
BALCONY EDGE BALGONY ED6E OVER REINFORCING STEEL AND SHALL REDUCE THE DEPTH OF SAW -CUTTING AGGORDIN6LY TO AVOID This drawing and design as shown Is
GUTTING, ANY BARS. the property of PAL Engineering, Inc.
3. IMMEDIATELY AFTER GLEANING AND REPLACEMENT OF REINFORCING STEEL, APPLY TWO GOATS OF or any conte�tlonnt
t therein,
in, it finis drawing
or any content nd/or u, of this express
IT 714 (UNIT 614 CLG) - BALCONY PLAN CORROSION INHIBITOR PER MANUFAGTURER55PEGIFIGATIONS. Is consentor te, may con dithis
ean company
UNIT 214 (UNIT 114 CLG) - BALCONY PLAN UN BLDG A meet, ibidmaybeconect to an lactlo-
N.T.S. N•T•5• CONCRETE PLACEMENT SEE ENLARGED mem andm nolnbecho legal 1,n .
by MIL Engineering, Inc.
INSTALL FORMWORK AS REQUIRED FOR EDGE AND FULL DEPTH REPAIRS. FORMWORK SHALL BE SHORED AS
NOTE: BALCONY PLANS
1.
I. REMOVE SCREEN ENGL05URE ®UNITS 114 4 214 A5 REQ'D TO REPAIR BALCONY EDGE NEGE55ARY AND FORMS SHALL REMAIN IN PLACE A MINIMUM OF 14 DAYS. UNITS
2. BOND THE REPAIR MATERIAL TO THE PREPARED AREA WITH ONE OF THE FOLLOWING METHODS. 114114
A. APPLY BONDING AGENT TO T14E PREPARED CONCRETE SURFACE ACCORDING TO THE MANUFACTURER'S �
IN5TRUGTION5,
B. PRE50AK SUBSTRATE TO A SATURATED WAGE DRY GONDITION WITH NO STANDING WATER. APPLY A
SLURRY BOND COAT OF THE REPAIR MATERIAL TO THE PREPARED AREA WITH A STIFF BRISTLE BRUSH
OR BROOM. DO NOT ALLOW THE SLURRY TO DRY PRIOR TO INSTALLATION OF THE REPAIR MATERIAL.
DO NOT RETEMPER TH15 BOND GOAT.
3. MECHANICAL MIXING 15 RECOMMENDED WITH THE USE OF A SLOW SPEED DRILL AND A JIFFLER TYPE I® "
EXIST GORE MOUNTED ALUM RAILING PADDLE, OR IN AN APPROPRIATE MORTAR MIXER TYPIGAL MIXING TIME 15 3-5 MINUTES. DO NOT ADD MORE LL WATER THAN 15 RECOMMENDED BY THE MANUFACTURER. DO NOT MIX LONGER THAN 5 MINUTES. ONLY THAT _
TO REMAIN PORTION OF MATERIAL THAT CAN BE PROPERLY MIXED WITHIN 10 MINUTES OF APPLICATION SHOULD BE KEY PLAN LLJ
SLAB EDGE TO - MIXED. '
BE REPAIRED 4. APPLY FRESH MORTAR OR READY MIX GONGRETE TO THE BOND GOAT. PLACE REPAIR MORTAR ACCORDING N.T.5. V
TO MANUFACTURER'S RECOMMENDATIONS. NORTH ®.
I Q 5. EVAPORATION RETARDER: WHERE RAPID SURFACE EVAPORATION MAY OCCUR, IN HOT, WINDY CONDITIONS, LLI
LN
UNIT 314 1/2' PLWYD 4 2x8
I � FORM 50 APPLY SPECIFIED EVAPORATION RETARDER ACCORDING TO MANUFACTURERS RECOMMENDATIONS.
BALGONY E06E TO BE REPAIRED 6. FINI5HIN6: COMPLETED REPAIR 51 PAGES 5HOULD BE STRAIGHT, TRUE AND MATCH EXISTING PROFILES.
EXTERIOR PAINT ON DO NOT OVER WORK THE 5URFAGE. I, _ z
1 4' THICK GONG SLAB = - - 4x4 PT ELK' 1. AFTER APPLIGAT10N 15 COMPLETED AND REPAIR MATERIAL HAS SUFPIGIENTLY SET 50 RE5OUV1N6 WILL DESIGN CRITERIA
0 EA P05T 12 5'-0' (MAX)5--0- (Mo I NOT DAMAGE IT, RE5OUND PATGIED AREA TO INWRE PROPER BONDING OF THE REPAIR MATERIAL. FLORIDA BUILDING, CODE, 6TH EDITION (20Ii)
8. ALL REPAIRED SURFACES MUST BE CURED FOR A MINIMUM OF 5 DAYS ROOF LOADS
EXIST HURRICANE SHUTTERS
GONT 4x4 PT TO BE REMOVED 4 RE -INSTALLED DEAD . WA 1<
t 8b' a UNIT 314 AS REOV TO REPAIR LIVE WA p 1 ® �
BALCONY EDGE FLOOR LOADS ICY
3'0 ADJUST LE DEAD
51D STEEL PIPE CONCRETE SLAB......... .. 150 PGF 0 ca �-
UNIT 314 (UNIT 214 CLG) - BALCONY PLAN POST SHORES LIVE o
REINFORCING (TYP) BALCONIES ... ..... ... ,......b0 P5F L"
N.T.S. DE516N CRITERIA PER A5GE 1-Ib
GUT PARALLEL OR Lu
PERPENDICULAR TO ULTIMATE WIND SPEED REGION, V(ulia ...110 MPH � � , �
SLAB E06E5 4 WALL5 NOMINAL WIND SPEED RE610N, V(05d) .......... . ........132 MPHWIND BORNE e
z EEWCLO5ED STRUCTUREDEBRISION Qe 66
f
BUILDING HEIGHT t 140 FT LLJ
SECTION ELEVATION .ry ROOF PITCH FLAT < 1"
RI5K CATEGORY 11
--- -- INTERNAL PRE55LRE GOEFF. 101
SLAB EDGE EXPOSURE D z
SHORING DIAGRAM
EXI5T GORE MOUNTED ALUM RAILING NOTES: N.T.S.
SCOPE OF WORK
TO REMAIN L PO 5HORE5 TOP AND BASE PLATES SHALL BE SECURED WITH (4) 1/4" x3" HD SCREWS - ;-; »
_1 OR TAPGONS AS APPLICABLE. SLAB IN PLAN I. THE SCOPE OF WORK 15 LIMITED TO THE 6EPERAI CONCRETE REPAIRS TO THE EAST PAGING BALCONIES
N.T.S. a UNITS 114/214, 214/314, 414/514, 514/614 4 614nA J �/
2. SEQUENCE WORK TO REPAIR 4 SHORE ALTERNATE BALGONIES. STRUCTURAL NOES
I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY LJ_i
UNIT 514 1?I5GREPANGIE5 PRIOR TO GONSTRUGTION. M i--
BALGONY EDGE TO BE REPAIRED 15lAND 2. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE GONTRAGTOR AS REQUIRED TO SAFELY uj
p.._
EXTERIOR PAINT ON
141 THICK GONG SLAB PERFORM THE WORK. LLJ z °
EXIST ALUM GUARDRAIL TO REMAIN CONCRETE Q�
EXIST HURRICANE 5HUTTERS 1. CONCRETE WORK SHALL BE IN AGC9ROANCE WITH THE FOLLOWING: � 1
RAI IN6 P05T A.G.I. "5PEGIFIGATION5 FOR EDITION.
NT AROUND L FOR BUILDINGS LATEST E
I -2 SEALANT STRUCTURAL CONCRETE -a
TO BE REMOVED 4 RE -INSTALLED j PROVIDE NP �
LLJ
® UNIT 514 A5 REQ'D TO REPAIR A.G.I.30 BUILDING CODE REQIUIREMENT5 FOR STRUGTURAL GONGRETE. 10 111
BALCONY EDGE PROVIDE WATERPROOFING ®REPAIRED AREAS I G.RI. "INTERNATIONAL CONCRETE REPAIR INSTITUTE" LATEST EDITION.
TURN HP DOWN VERT FACE OF SLAB AVOID PREFERRED 2. THE MINIMUM CONCRETE COVERAGES SHALL BE AS FOLLOW5:
4 PAINT TO MATCH SURROUNDING AREAS EXPOSED TO WEATHER 1 1/2' MIN.
AVOID COMPLEX REPAIR CONFI6URATION5, 51MPUFY 5HAPE5 3. PROVIDE 90 DEGREE LAP SPLICES AT ALL INTERSECTIONS.
UNIT 514 (UNIT 414 CLG) - BALCONY PLAN T/ElXIST BALCONY 5LAB AND ELIMINATE ISLANDS 4. REINFORGIN6 SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLOWING MINIMUM: m
N.T.S. #4 24 1N5 #5 30 INS #b 36 INS 0 z
NOTE:
I. REMOVE 56REEN EN6LO50RE ® UNIT 514 A5 REOV TO REPAIR BALCONY EDGE ® SURFACE PREPARATION GEOMETRY CONCRETE REPAIRS
N.T.S. I. SAWGUT AROUND THE PERIMETER OF THE AREA TO BE REPAIRED IN A RECTANGULAR PATTERN. CUTS SHALL REVISIONS: DATE:
BE MADE PARALLEL OR PERPENDIGULAR TO THE SLAB EDGES AS PER THE DETAILS SHOWN. DO NOT GUT ANY
EXI5TIN6 REINFORGIN6 STEEL. IF STEEL 15 ENGOUNTERED REDUCE THE DEPTH OF GUT AS REQUIRED.
EXIST REINF. TO REMAIN 2. REMOVE ALL FRACTURED, L005E 4 UNSOUND CONCRETE. CHIP 5URFACE5 TO OBTAIN A SURFACE ROUGHNE55 O� S
GLEAN 4 GOAT A5 PER SPECS OF 1/4' (t I/8") PREPARE THE AREA 50 THAT THE SIDES ARE VERTICAL AND LEVEL
Ib" NEW STUCCO TO MATCH SURROUNDING AREAS 3. WHERE ACTIVE GORRO51ON 15 FOUND, CONTINUE CHIPPING TO A DEPTH OF 3/4' AROUND REINFORCING
4. IF ACTIVE CORROSION OR UN50UND OR FRACTURED CONCRETE EXTENDS BEYOND THE SAW GUT AREA,
EXTEND THE REPAIR AREA AS REQUIRED TO INCLUDE ALL ACTIVE COW05ION 4 UNSOUND GONGRETE. :nu -
DRIP EDGE TO MATCH EXI5T 5. EXI5TIN6 REINF, BARS SHALL BE POWER TOOL GLEANED OF ALL SCALE 4 RUST. BARS ARE TO BE
EXIST GORE MOUNTED ALUM RAILING IF EXHIBITS GREATER THAN A 20% L055 OF GROSS SECTION WITH A BAR OF SAME 51ZE AND LAP G '
C7
TO REMAIN DIAM OR IF LAP 5PLIGIN15 NOT P0551BLE A DOWEL OF SAME 51ZE SHALL BE EPDXY ANGHORED T � UCI IMU ` DATE:
DEPTH OF 12 BAR DIAM. PERMIT 12-15-20
TYPICAL SLAB EDGE REPAIR DETAIL 6. ALL EXISTING REINFORCING STEEL WHICH CAN BE REMOVED BY HAND AFTER GO%RETE DEMOLITION 15 1 lcie
N.T.5. GOMPLETED SHALL BE REPLACED WITH NEW BARS OF SAME DIAMETER 4 SPACING, AS THE ORIGINAL STEEL.
1. WHERE REPLACEMENT 15 NEGE55ARY THE EXISTING REINFORCING STEEL SHALL BE GUT LEAVIN6 A MINIMUM OF
UNIT 614 I 4 35 BAR DIAMETERS EXTENDING OUT FROM THE SOUND CONCRETE TO ALLOW FOR LAP 5PLICIN6 OF NEW
1 REINFORCEMENT.
BALCONY EDGE TO BE REPAIRED 8. WHEN DOHELING NEW BAR5 NEXT TO EXISTING BARS, HOLES SHALL BE DRILLED A MIN. OF 2 APART FROM
EXTERIOR PAINT ON THE EXISTING BAR5. GAPE SHALL BE TAKEN TO DRILL PARALLEL TO THE EXISTING STEEL TO PREVENT
1 4" THICK GONG SLAB 9 SPALLIN6 OF THE GONGRETE. DRILLED HOLES SHALL BE PER THE FASTENER MANUFACTURER'S
w. REMOVE 4 REPAIR 510000 SPECIFICATIONS AND FILLED WITH EPDXY. NEW DOWELS SHALL BE INSERTED TO THE FULL DEPTH. Ff '~
DATE: 12-15-20
EXIST HURRICANE 5HUTTER5 SUMMARY OF ESTIMATED QUANTITIES FOR CONCRETE REPAIRS q• GOAT ALL EXP05ED REINF BARS WITH GORRO51ON INHIBITOR PRIOR TO PLACING NEW CONCRETE. ,
TO BE REMOVED 4 RE -INSTALLED " UP WALL ITEM LEGEND REPAIR QUANTITIES UNIT PRICE AMOUNT 10. CONCRETE REPAIR PRODUCTS SHALL BE AS PER 5PE6.5 DRAWN BY: TR
® UNIT 6TURN UP WATERPROOFING 2
14 AS REQV TO REPAIR 11. ALL ��REAIDEMOLITION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE INTERNATIONAL
BALCONY EDGE CHECI<ED BY: NIL
3/4" CHAMFER STRIP OF NP-2 I EDGE FOUR (4 DP x I6" WIDE) 56 f /LIN. FT. $
SEALANT ® ALL WALLS CONCRETE REPAIR PRODUCTS
2a WATERPROOFING ® REPAIR AREAS (51KA FLEX GOAT) 80 � /5Q. FT. $ 1. CONCRETE REPAIR MATERIALS SHALL BE MANUFACTURED BY 51KA. ALL PROPRIETARY MATERIALS SHALL BE JOB No. 20-249
UNIT 614 (UNIT 514 CLG) - BALCONY PLAN NEW PAINT 4 WATERPROOFING ry APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. WHERE THE MANUFACTURER'S
N.T.5. 2b WATERPROOFING 0 UNIT 114 (BASF TRAFFIC 1500) I05 $ W. FT. g INSTRUCTIONS CONFLICT WITH TH15 SPEGIFIGATION, THE CONTRACTOR SHALL BRING SUCH CONFLICTS TO THE SEAL:
ATTENTION OF THE OWNER PRIOR TO THE APPLICATION. ALL MATERIAL SHALL BE FROM A SINGLE
MANUFACTURER. TO ASSURE COMPATIBILITY, MIXING AND MATGHING OF VARIOUS PRODUGT5f20M DIFFERENT
3 ROUT CRACKS 4 FILL W/ NP-2 SEALANT 20 4 /LIN. FT. MANUFACTURERS I5 NOT ALLOWED WITHOUT PRIOR APPROVAL.
2. THE FOLLOWING PRODUCTS SHALL BE USED A5 DESCRIBED IN THIS SPECIFICATION.
2fE d
4 REMOVE 4 RE -INSTALL HURRICANE SHUTTER TRACKS (rOP 4 BOT) 5 $ EA. $ STRUCTURAL REPAIR MORTARS:
A. HORIZONTAL 4 VERTICAL SURFACES::.. 51KA 211 5GG PLUS
B. CORROSION INHIBITOR: 51KA ARMATEG 110 EPOGEM f �k
5 REMOVE ALUMINUM SCREEN BJGLO5UF; E 0 6 HI6W 3 $ EA. b G. BONDING AGENT: 51KA ARMATEG 110 EVOCEM
3. THE FOLLOWING WATERPROOFING PRODUCTS SHALL BE USED ® REPAIRED AREAS:
TYPICAL FLOOR SLAB/WALL DETAIL @ UNIT 714 6 STLICW FIN15H ® REPAIRED AREAS 120 $ M. FT. 4' a. BASE GOAT - 51KA6ARD FLEX(OAT (2) COMPONENT, POLYMER -MODIFIED, WATERPROOF, ORIENT BASED
N.T.S. COATING SYSTEM MICHAEL A. LUE, P.E.
NOTE: 1 PAINT STUCCO ®REPAIRED AREAS 200 $ /50• FT, g b. TOP GOAT - 51KAGARD FLEXGOAT ATC SINGLE COMPONENT, WATER BASS, ACRYLIC TOP 40Ai FLORIDA REG. #47520
I. PROVIDE A 3/4" GHAMFER STRIP OF NP-2 SEALANT AROUND PERIMETER ® ALL FLOOR c. COLOR AND TEXTURE AS SELECTED 13Y A55OGIATION.
SLAB/WALL JOINT5 4 AT DOOR STEP. 4. BALCONIES WHERE TILE IS BEIN6 COMPLETELY REMOVED SHALL RECEIVE THE BASF MASTER5EAL TRAFI SHEET NO:
8 MOBILIZATION I $ EA. $ 1500 WATERPROOFING SYSTEM, COLOR SELECTED BY A550C.
5. STUCCO REPAIR SHALL BE A MIN TWO GOAT MASONRY GEMENT/5AND MIXTURE AT 1:3 RA°FIr2.IN AGGOROIANGE
WITH THE PORTLAND CEMENT ASSOCIATION TORTLAW CEMENT (5TUGG0) MANUAL. -
A. PORTLAND CEMENT IN AGGORDAf(GE WITH A5TM G15
TOTAL PRICE : S B. MA50NRY CEMENT IN AGCORDAWk WITH ASTM G91
G. ALL EDGES SHALL BE HAND 5TRUCK WITH NO METAL BEADS
` .. - CF i SHEET