Beach Ave 1857 U co
c
�O
VI O
-
.ca w
O �000 0
51) 13 , to
� LZ YcQ(o
Q ,C LL
1 2 3 4 5 6 7 8 9 10 11 w WnWa' W
.� Nw0x V
W O=LL u-
70 .
L
't3 v o a. F=
D oc
132'-4" ! I L. 2-� V
20'-0" 19'-4" 91-4" 19'-4" 20'-0" 5'-8" 11'-4" 8'-0" 8'-0" I 11'-4" 0!
ONo
;.
I
I
a
J
k
I
Y
B A { 3'-11" ( 3'-0"x 3'-0"x 2'-0"DEEP FOOTING
REINFORCED WITH(3)#4 EACH WAY N
BOTTOM,TYP.5 THUS
I B A { I A B A C
I I I I V-5"
. C A B
A U ch
B w CIO
' N
0- wQ
Ag z
Zo z
w
AT EXTERIOR DRIVE,CONTRACTOR — ALJ ._ _ "' w F-- >
SHALL PROVIDE JOINT SEALANT A Q V-
A A A z � _ ..
AT WALUSLAB JOINTS,TYP. B SBA ( C I C C\NLO Q V I
W Q
m
m
w �i U
A g SBA 3 I `r° M W
A oO h
F-
B Z
S-2 J Z
I � — O Q
U
JAJ
� � Q
SHORE CMU WALL
B A AS REQUIRED 4 Z
PRIOR TO WALL "
RECONSTRUCTION. 8-5 �-2
— -- — — \
\ I A
-- ARL A w
EXISTING PRECAST PRE-,STRESSED A C _-� cco) Z
HOLLOW-CORE SLABS,TYP. NOTAg � z 0
ALL SLABS SHOWN FOR CLARITY,TYP. a
co
co) o
CONTRACTOR SHALL PROVIDE SOIL z
STABILIZATION GROUTING UNDER U
DETERIORATED NON-LOAD BEARING
CMU WALL PRIOR TO RECONSTRUCTING
PORTION OF DETERIORATED CMU WALL.
RECONSTRUCTION OF CMU WALL TO
MATCH EXISTING. Q m
4 H
N Q
c
O
w
it
C�- PROJECT NO: PNO103A
REPAIR LEGEND: CAD FILE: PNO103A
FIRST F FRAMING P DRAWN BY: MJM
1/8"=V-0" TYPE OF REPAIR CHECKED BY: JAK
(SEE REPAIR SCHEULE)
PLAN NOTES:
A B,C,SB
1. TOP OF GROUND FLOOR SLAB REFERENCED AS 0'-0".ALL ELEVATIONS SHOWN FIRST FLOOR
ON THESE PLANS ARE+/-.
2. THESE DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS SHOWN ARE+/-AND REPAIR OCCURS ON A FRAMING
SHALL BE FIELD VERIFIED BY CONTRACTOR. INDICATES BEAM"B",COLUMN"C",
3. ALL REPAIR AREAS SHOWN ON PLAN ARE PROVIDED AS A GENERAL APPROXIMATE APPROXIMATE OR SLAB BOTTOM"SB" PLAN
GUIDE. ALL REPAIR AREAS SHOWN ON PLAN ARE APPROXIMATE IN SIZE AND LOCATION. LOCATION OF REPAIR
ACTUAL SIZE AND LOCATION OF REPAIR AREAS SHALL BE FIELD DETERMINED BY CONTRACTOR.
4. REFER TO SHEET S-2 FOR DETAILS,DESIGN CRITERIA,GENERAL NOTES AND OUTLINE SPECIFICATIONS.
5. REFER TO SHEET S-2 FOR MATERIAL REPAIR SCHEDULE. =SOLID COLUMN INDICATES COLUMN TO BE WRAPPED
PER MATERIAL REPAIR SCHEDULE-REPAIR TYPE C.
STRUCTURAL DESIGN CRITERIA: STRUCTURAL OUTLINE SPECIFICATIONS:.
1. BUILDING CODE SECTION 3300 CAST-IN-PLACE CONCRETE
EXISTING COLUMN A. FLORIDA BUILDING CODE-CURRENT EDITION
f -----� PART 1 -GENERAL
2. DESIGN LOADS 1.01 DESCRIPTION
I A. WIND LOAD(PER FBC AND ASCE 7:
� � REPAIR TYPE A THIS PROJECT EXISTS WITHIN THE WIND-BORNE DEBRIS REGION A. WORK INCLUDED:
BASIC WIND SPEED 120 MPH 1. FORMS,BRACES AND SHORES. co
EXISTING REINFORCING a BUILDING CATEGORY 11 2. REINFORCING BARS AND ACCESSORIES. o
o
TIES AS OCCURS EXISTING REINFORCING3. CAST IN-PLACE CONCRETE. C o
� 9t STEEL TO REMAIN,TYP. WIND LOAD IMPORTANCE FACTOR,Iw 1.0
WIND EXPOSURE C ld 1.02 QUALITY ASSURANCE Z
INTERNAL PRESSURE COEFFICIENT(ENCLOSED) +/-0.18 O
.�4 DESIGN WIND PRESSURES FOR EXTERIOR WALL COMPONENTS AND CLADDING: A. CRITERIA:COMPLY WITH AMERICAN CONCRETE INSTITUTE(ACI)PUBLICATIONS ACI 301, cu Q
STRUCTURAL CONCRETE FOR BUILDINGS AND ACI 318,BUILDING CODE REQUIREMENTS FOR w
N
TRIBUTARY AREA PRESSURE �0 �Goo ob coo O
10 SF +48/-88 PSF STRUCTURAL CONCRETE. Q o 0
B. INSPECTION AND TESTING: AS STATED IN PART 3. �v0 0 co o Z
.
100 SF +41/-70 PSF Y co 9 P
o
500 SF +35/-52 PSF c U co o� D
PART 2 -PRODUCTS QY M o Q
I REMOVE EXISTING CRACKED, O M
DELAMINATED AND SPALLED B. LIVE LOAD: 2.01 CONCRETE '� W to. a� w
U.O
---- CONCRETE BACK TO SOUND ROOF 20 PSF W IX a)W
BALCONIES 100 PSF ,�( N W p U
CONCRETE. PROVIDE REPAIR CORRIDORS 100 PSF A. MATERIAL PRODUCTS AS REQUIRED ON CONTRACT DOCUMENTS. � 0 �
PER REPAIR SCHEDULE,TYP. STAIRS 100 PSF B. WATER:CLEAN AND FREE FROM OILS,ACIDS,SALTS,CHLORIDES,AND OTHER DELETERIOUS co o = u.I _
PARKING AREAS 40 PSF SUBSTANCES. ao
2.02 FORMWORK U
3 MATERIALS Q
A. GENERAL:CONFORM WITH ACI 347;WOOD,METAL,STRUCTURAL HARDBOARD,OR OTHER
NOTE: A. CONCRETE: SUITABLE MATERIAL THAT WILL PRODUCE REQUIRED SURFACE FINISH. p
1. REFER TO PLANS FOR APPROXIMATE REPAIR LOCATIONS AND SIZE. 1. DESIGN PER ACI 318-02
m i
2. CONSTRUCTION PER ACI 301-02 B. TIES:
1• METAL,REMOVABLE TYPE OR SNAP TIES.
3. ALL CONCRETE SHALL BE CONTROLLED NORMAL WEIGHT(U.N.O.)WITH
MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: 2. WIRE TIES WILL NOT BE PERMITTED WHERE CONCRETE REMAINS EXPOSED TO VIEW.
SLABS fc=5000 PSI
2.03 REINFORCING
BEAMS AND COLUMNS fc=5000 PSI
v
ALL OTHER CONCRETE(U.N.O.) fc=5000 PSI A. BARS:DEFORMED BILLET STEEL CONFORMING TO ASTM A 615,GRADE 60.
REINFORCING STEEL ASTM A615 GRADE 60 B. BAR SUPPORTS:
1. IN CONTACT WITH EXPOSED CONCRETE SURFACES:PLASTIC PROTECTED. r
�� - B. REPAIR: N
3/4 - 1 -0COLUMN S REPAIR S_2 1. PER REPAIR SCHEDULE AND MANFACTURERS SPECIFICATION. PART 3 -EXECUTION M o
ac
3.01 PREPARATION a
A. PERFORM ALL WORK UNDER PERSONAL AND CONSTANT SUPERVISION OF COMPETENT c °
SUPERINTENDENT OR FOREMAN.
EXISTING REINFORCING EXISTING BEAM B. PROPERLY LOCATE AND INSTALL ALL SLEEVES,INSERTS,AND SIMILAR ITEMS.
TIES AS OCCURS
STRUCTURAL GENERAL NOTES: 3.02 FORMWORK
A. CONFORM TO ACI 347.
1. DO NOT SCALE THESE DRAWINGS. ALL DIMENSIONS SHOWN ARE+/-AND SHALL BE FIELD VERIFIED 1. DESIGN AND BUILD TO CONFORM TO SHAPE,FORM,LINE AND GRADE REQUIRED.
__ _ _ _ BY CONTRACTOR PRIOR TO CONSTRUCTION. 2. ADEQUATE RIGIDITY AND STRENGTH TO PREVENT DEFORMATION UNDER LOAD. z
+- - -+ -+ -i+ T-4" 3. TIGHT JOINTS TO PREVENT LEAKAGE. Z W M
I ' ' EXISTING 8"HOLLOW-CORE 2. CONTRACTOR SHALL COORDINATE ACCESS,WORK SCHEDULE AND INTERUPTION TO FACILITY WITH 4. FIT FORMS PLACED FOR SUCCESSIVE POURS OF CONTINUOUS SURFACES TO ACCURATE '-- 0 N
SLAB. REFER TO PLAN FOR OWNER PRIOR TO CONSTRUCTION AND AS REQUIRED TO DETERMINE PROJECT PRICING. ALIGNMENT TO ASSURE SMOOTH CONTINUOUS COMPLETED SURFACE. w m
LOCATION OF REPAIR. 5. PROVIDE TEMPORARY OPENINGS IN FORMWORK FOR CONCRETE PLACEMENT. a- ? 0
3. MINIMUM REINFORCING STEEL CONCRETE COVER SHALL BE 2",TYP.FOR ANY NEW REINFORCING 6. PROVIDE 3/4-INCH CHAMFER STRIPS AT ALL EXPOSED CORNERS OF BEAMS,COLUMNS AND 0Z Z iR
a
` STEEL INSTALLED DURING REPAIRS. SIMILAR SURFACES UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. in
Q W 0
7. DESIGN,FABRICATE,ERECT,SUPPORT,BRACE AND MAINTAIN FORMWORK TO PROVIDE SAFE 1-- � J
4. CONTRACTOR SHALL PROVIDE ALL REQUIRED SHORING AND OTHER SUPPORT SYSTEMS REQUIRED SUPPORT OF VERTICAL AND LATERAL LOADS. Z Q
BOTTOM OF FIRST TO AVOID EXCESSIVE STRESSES AND TO HOLD BUILDING COMPONENTS IN PLACE DURING B. FORM COATING: O U =
``- ` CONSTRUCTION AND REPAIRS. 1. COAT FORMS FOR EXPOSED SURFACES WITH FORM OIL PRIOR TO PLACING REINFORCING. Q 1'- U
F. °. FLOOR SLAB 2. REMOVE SURPLUS OIL. co) W W
REPAIR TYPE A .5.-SPLICES IN REINFORCING SHALL NOT BE LESS THAN 40 BAR DIAMETERS. . m m
3.03 REINFORCEMENT ti
-.&i-'THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR THE SCHEDULE, C!� a
REMOVE EXISTING CRACKED, REPAIR TYPE B _ SEQUENCES,TECHNIQUES,ERRORS,OMISSIONS,FAILURE TO PERFORM,MEANS OR METHODS A. FABRICATION:IN ACCORDANCE WITH ACI 315. r- Z
DELAMINATED AND SPALLED USED BY THE CONTRACTOR. B. BAR PLACEMENT:IN ACCORDANCE WITH ACI 315.
REPAIR TYPE A CONCRETE BACK TO SOUND
,Q41
--
1. CONCRETE COVER:AS SHOWN ON DRAWINGS. -J
CONCRETE. PROVIDE REPAIR REMOVE EXISTING CRACKED,DELAMINATED Z
7. THESE REPAIR DRAWINGS WERE PREPARED FROM INFORMATION GATHERED AT THE PROJECT 2. REINFORCING STEEL SHALL BE FREE OF MUD,OIL,CORROSION OR OTHER COATINGS THAT O Q
PER REPAIR SCHEDULE,TYP. AND . CONCRETE BACK TO SOUND LOCATION. THE CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER FOR DIRECTIONS OR WOULD IMPAIR PROPER BOND TO CONCRETE. U
CONCRETE. PROVIDE REPAIR PER REPAIR
SCHEDULE,TYP. SOLUTIONS PRIOR TO PROCEEDING IF THE ACTUAL CONDITIONS VARY FROM THOSE SHOWN ON 3. DO NOT WELD REINFORCING OR OTHER ITEMS TO REINFORCING.
THESE REPAIR DRAWINGS.
EXISTING REINFORCING C. ADJUSTMENT OF REINFORCING:
STEEL TO REMAIN,TYP. 8. THIS PROJECT REQUIRES A PERMIT. SELECTED CONTRACTOR SHALL OBTAIN PERMIT PRIOR TO 1. MOVE WITHIN ALLOWABLE TOLERANCES TO AVOID INTERFERENCE WITH OTHER REINFORCINGSTEEL,CONDUIT,OR EMBEDDED ITEMS.
Z
CONSTRUCTION AS REQUIRED BY THE CITY OF ATLANTIC BEACH. 2. DO NOT MOVE BARS BEYOND ALLOWABLE TOLERANCES SPECIFIED IN ACI 318 WITHOUT
APPROVAL OF THE ENGINEER.
NOTE:
1. REFER TO PLANS FOR APPROXIMATE REPAIR LOCATIONS AND SIZES.
3.04 CONCRETE
A. PREPARATION:REMOVE EXCESS WATER,DEBRIS AND FOREIGN MATTER FROM FORMWORK
PRIOR TO PLACING CONCRETE. w
B. PLACING: � z
1. CONCRETE: Z O
a. PLACE CONCRETE IN A CONTINUOUS OPERATION.AFTER CONCRETING HAS BEEN STARTED, O a
IT SHOULD BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL PLACING OF A PANEL OR
3/4" = 1'_p" 2 3/4" = 1 -O" HOLLOW-CORESLAB REPAIR 3 SECTION,AS DETERMINED BY ITS BOUNDARIES OR JOINTS,IS COMPLETED. D co
BEAM SPALL REPAIR S_2 W
S-2 STRUCTURAL MATERIAL REPAIR SCHEDULE: b. DO NOT RETEMPER OR USE CONCRETE THAT HAS BEGUN TO SET,OR IS CONTAMINATED OR co p
THAT HAS BEEN RE-MIXED AFTER IT HAS TAKEN ITS INITIAL SET.CONCRETING SHALL BE Z
CARRIED ON AT SUCH A RATE THAT THE CONCRETE IS AT ALL TIMES PLASTIC. O
1. REPAIR TYPE A C. FORM REMOVAL: U
1. REMOVE IN SUCH A MANNER AS TO ASSURE COMPLETE SAFETY OF STRUCTURE AND PREVENT
PREPARE EXISTING REINFORCING A. REPAIR SHALL BE PERFORMED USING FIVE STAR STRUCTURAL CONCRETE ES REPAIR MATERIAL. DAMAGE TO CONCRETE.SUGGESTED CONCRETE WET CURE TIME OF 7 DAYS MINIMUM AT 50
REPAIR TYPE A STEEL AND ADJACENT CONCRETE FOR DEGREES MINIMUM TEMPERATURE.
REPAIR PER TYP.REPAIR DETAILS AND B. CONTRACTOR SHALL USE PRIME RESINS PRIMEBOND 3900 AS A BONDING AGENT BETWEEN NEW Q m
REPAIR SCHEDULE. REPAIR MATERIAL AND EXISTING CONCRETE SURFACES AFTER EXISTING CONCRETE SURFACES -�
LAP LENGTH LAP LENGTH SEE NOTE 1 HAVE BEEN PROPERLY PREPARED. END OF SECTION 3300
>40 BAR DIAMETERS >40 BAR DIAMETERS 4 w
C. CONTRACTOR SHALL USE PRIME RESINS PRIMEBOND 3900 AS A PRIMER/COATING ON ALL EXISTING
EXPOSED REINFORCING STEEL AFTER REINFORCING STEEL SURFACES HAVE BEEN PROPERLY M p
PREPARED. o
EXISTING REINFORCED CAST-IN-PLACE
FINISHED GRADE CONCRETE FOOTING PER PLAN D. CONTRACTOR SHALL STRICTLY FOLLOW MANUFACTURER'S WRITTEN SPECIFICATIONS INCLUDING w
SURFACE PREPARATION,MIXING,APPLICATION AND CURING REQUIREMENTS.
P JECT NO: PNO103A
° °. j�/ /j//
2. REPAIR TYPE B CAD FILE: PNO103A
a
EXIS iNG A. SIKA TYPE S 1012 CARBODUR CARBON FIBER LAMINATE STRIPS SHALL BE CENTERED UNDER DRAWN BY: MJM
EXISTING REINFORCING EXISTING EXISTING EACH EXISTING STRAND. STRIPS SHALL BE INSTALLED USING SIKADUR 30 HIGH-MODULUS
° 4 CHECKED BY: JAK
REINFORCING STEEL STEEL REINFORCING STEEL
DETERIORATED HIGH-STRENGTH,STRUCTURAL EPDXY PASTE ADHESIVE. APPLICATION SURFACE PREPARATION
d ° CROSS SECTION CROSS SECTION CROSS SECTION REINFORCING AND PRODUCT INSTALLATION SHALL BE PER MANUFACTURER'S SPECIFICATIONS. LAMINATE
° DETERIORATION LESS DETERIORATION DETERIORATION LESS STEEL STRIPS SHALL BE CONTINUOUS FULL SPAN OF SLAB. CONTRACTOR SHALL CONTACT STRUCTURAL
THAN 25% 25/o 0 0 OR MORE THAN 25%o ENGINEER AT LEAST 7 DAYS PRIOR TO THE INSTALLATION OF THE CARBON FIBER REPAIR DETAILS,
MATERIAL. GENERAL NOTES
B. CONTRACTOR SHALL STRICTLY FOLLOW MANUFACTERER'S WRITTEN SPECIFICATIONS INCLUDING AND
SURFACE PREPARATION,MIXING APPLICATION AND CURING REQUIREMENTS.
3"COVER TYP. REINFORCING STEEL SCHEDULE:
SPECIFICATION
REINFORCING MINIMUM LAP LENGTH NOTES: 3. REPAIR TYPE C
OUTLINES
STEEL SIZE (40 BAR DIAMETERS) A. COLUMNS SHALL BE WRAPPED WITH DENEEF AQUA WRAP AFTER SPALLS REPAIRED PER
#3 REBAR 15" 1. ADD REINFORCING STEEL TO ALL LOCATIONS REPAIR TYPE A.
#4 REBAR 20" WHERE EXISTING REINFORCING STEEL CROSS
#5 REBAR 25" SECTION HAS DETERIORATED 25%OR MORE. B. CONTRACTOR SHALL STRICTLY FOLLOW MANUFACTERER'S WRITTEN SPECIFICATIONS INCLUDING
#6 REBAR 30" SIZE AND LOCATION OF REINFORCING STEEL SURFACE PREPARATION,MIXING APPLICATION AND CURING REQUIREMENTS.
#7 REBAR 35" TO MATCH EXISTING.
#8 REBAR 40"
3/411 = 11-011 COLUFOOTING 4 3/4" = 11-011REBAR SPLICE REPAIR 5S_ SZ