1639 OCEAN BLVD DAMAGE REPAIR Al,
ATC ALTERNATIVES CONCRETE AND FOUNDATION NOTES
DESIGN CRITERIA AND LOADS LEGEND AND FRAMING NOTES:
INTERIOR ROOF LOAD BEARING WALL -BAY WINDOW HEADER 1 CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
Buildina Code- 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
2010 Florida Building, Residential STRUCTURAL WOOD ATC MAY NOT BE APPLICABLE DUE TO STUDS 3. ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
and Existing Codes BEAM PACKED SOLID. IN THIS EVENT, IT IS ACCEPTABLE 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 0 R A Q L E
NO ATC REQUIRED. BAY WINDOWS
Code for Design Loads INTERIOR FLOOR LOAD BEARING WALL. TO FASTEN EACH KING GROUP TO THE TOP AND 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF.
ASCE / SEF 7-10 Y2" x 6" EMBED ANCHORS WITH WASHERS @ 48" O.C. 5-10" AND BOT PLATE W/ DSP OR (1) MSTA24 W/(5) 10d IN 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
Construction Type SMALLER PLATE AND (7) 10d IN STUDS. BOTTOM PLATE TO 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING ORACLE Engineering &
REPAIR (UNO) UNLESS NOTED OTHERWISE ON PLAN OR DETAIL SLAB W/ Y2" x 6" EMBED BOLT W/ WASHER UNO. CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2004 TABLE R401.4.1, AND SHALL BE FREE OF Construction Services,
EOR ENGINEER OF RECORD DIRECT CONNECTION OF STUDS TO SLAB W/ ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF Inc.
MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO
LTT20B W1 Y2" x 6" EMBED ALL THREAD ROD IS CONFIRM THESE ASSUMPTIONS.
ROOF LOADING (Cd= 1.25) ACCEPTABLE. LTT20B MAY BE RECESSED IN SLAB. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR 1650-302 Margaret
TOP CHORD LIVE LOAD* 20 psf RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH Street #197
TOP CHORD DEAD LOAD 7 psf HEADER FRAMING APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. Jacksonville, FL 32204
BOTTOM CHORD LIVE LOAD 10 psf TYPICAL HEADER 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. (904) 600-5750
BOTTOM CHORD DEAD LOAD 5 psf 1(2) 2 x 6 -1 /21 HEADER/BEAM CALL-OUT HDR SPAN CONNECTION (END OF EACH HEADER) CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS.
*CONCURRENTLY LOADED LIVE LOADS MAY BE REDUCED PER NUMBER OF KING STUDS EACH SIDE OF OPENING 10. TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF FL Cert. of Auth. No.:
FBC 1605.3.1.1 NUMBER OF JACK STUDS EACH SIDE OF OPENING TOP PLATE TO KING: CONCRETE PLACEMENT. CONTACT EOR FOR ALTERNATIVE METHODS. 30597
THE FOUNDATION PLAN. DO NOT DETERMINE
- SIZE OF HEADER MATERIAL (NO. 2 SYP) LESS Opf MSTA24 W/(5) 10d IN TOP PLATE AND (7) 10d IN KING. 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM LOCATION IS
FLOOR LOADING (Cd= 1.00) NUMBER OF PLIES IN HEADER THAN 5'- FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR
TOP CHORD LIVE LOAD 40 psf ENED TO EACH KING GROUP TO SLAB: NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.
TOP CHORD DEAD LOAD 10 psf ALL HEADER JACK AND KING STUDS SHALL BE FAST LTT20B OR HTT16. 12. SIMPSON STRONG-TIE ACRYLIC TIE (REPORT ER-5791) SHALL BE USED IN ALL DRILLED AND EPDXIED
BOTTOM CHORD LIVE LOAD 0 psf OTHER WITH (2) ROWS 10d COMMON @ 8' O.C. STAGGERED. CONNECTIONS TO CONCRETE. ANCHOR BOLT, THREADED OR DOWELED REINFORCING STEEL MUST BE
(10) 16d AND )/2" X 7" EMBEDMENT ATR UNO.
BOTTOM CHORD DEAD LOAD 5 psf
EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE DRILLED Xir," GREATER THAN THE DIAMETER OF THE
ECTION (ONE OF THE FOLLOWING):
TOP PLATE TO HEADER CONN ANCHOR. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION.
TRUSS DEFLECTION CRITERIA - NO CONNECTION FOR HEADERS LES THAN 36"
TOP PLATE TO KING:
ROOF TRUSS - SPH W/ (12) 10d x 1-Y2" 0 32" O.C. OR (2)MSTA24. EACH W/(5) 10d IN TOP PLATE AND (7) 10D
LL/240 - DSP W/ (14) 10d COMMON @ 16" O.C. OR IN KING.
TL/180 - FASTEN TRUSS DIRECTLY TO HEADER W/ MTS OR HTS W/ (14) 5' 7'
FLOOR TRUSS 10d x 1-Y2" (OR KING GROUP TO SLAB:
LL/360 EQUAL APPROVED BY EOR)
TL/240 LTT20B QR HTT16. (10) 16d AND J/2" X 7" EMBEDMENT ATR FOUNDATION KEYNOTES:- MASONRY WALL
WINDOW OPENINGS 4' AND GREATER REQUIRE Y2" ANCHOR BOLTS OR UNO.
REDHEADS W/ 1-Y2" DIA WASHERS AT 48" (MAX) ON CENTER UNDER
WIND LOADING PER FBQ 1603.1.4(Cd= 1.60) A 8%8" DEEP THICKENED EDGE W/(l)#4 CONT CONSTRUCTION
ASCE 7-10, 3 SEC. GUST WINDOW CONNECTION BOTTOM PLATE TO SLAB. TOP PLATE TO KING: A SPECIFICATIONS
(3)MSTA24. EACH W/(5) 10d IN TOP PLATE AND (7) 10d
ULTIMATE DESIGN WIND SPEED, Vult 130 mph IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD
12" DEEP FTC W/#4 @ 12" EW UNDER BOX COLUMN
NOMINAL DESIGN WIND SPEED,Vasd 101 mph 7' 12' IN KING.
Z� MASONRY, MORTAR & GROUT:
EXPOSURE CATEGORY D
RISK CATEGORY 11 * OPENINGS IN 2x4 STUD WALLS GREATER THAN 6' REQUIRE A (2) 2x4 KING GROUP TO SLAB: (2)LTT20B W/(10) 16d AND Y2" X 1. ALL CMU TO HAVE MINIMUM Vim = 1,500 psi
ENCLOSURE CLASSIFICATION ENCLOSED Openings > 6' NO.2 SPF PLANK ORIENTED PLATE DIRECTLY ABOVE AND BELOW THE 12" EMBED ATR W/ WASHER OR HTT16 W/(18) 16d AND 16"SQx12" DEEP FTG W/ (3)#4 EW 2. ALL MORTAR TO BE EITHER TYPE "M" OR "S"
INTERNAL PRESSURE COEFF 0.18 (2x4 Walls) OPENING W/(6) 12d COMMON TOE-NAILS AT EACH END X 12" ATR UNO. 3. ALL GROUT TO HAVE MINIMUM Vc = 3,000 psi
C&C DESIGN PRESSURES SEE TABLES 1, 2 3 U
MEAN ROOF HEIGHT 12 FT. 24"SQx2O" DEEP FTG W/ (3)#4 EW VERTICAL REINFORCEMENT:
D
ROOF ANGLE, E) 18.4* (4:12) A
Openings > 8' OPENINGS IN 2x6 STUD WALLS GREATER THAN 8' REQUIRE A (2) 2x6 1. ALL REINFORCEMENT TO BE GRADE 60
NO.2 SPF PLANK ORIENTED PLATE DIRECTLY ABOVE AND BELOW THE HIGH UPLIFT HEADER 2. ALL LAPS BETWEEN VERTICAL REINFORCEMENT z
(2x6 Walls) OPENING W/(8) 12d COMMON TOE-NAILS AT EACH END 30"SQx20" DEEP FTG W/ (4)#4 EW AND DOWELS TO BE A MINIMUM OF 24" 1 1 1
Z� 3. ALL VERTICAL REINFORCEMENT TO HAVE 8" BEND
TOP PLT TO EACH KING: INTOBOND BEAM.
FEMA FLOOD INFORMATION PER FBQ 1603.1.7 MSTA24. EACH W/(6) 10d IN TOP PLATE AND (8) 10d IN KING. 36"SQx2O" DEEP FTC W/ (4)#4 EW
12031CO409H F HORIZONTAL REINFORCEMENT:
FIRM MAP ITEM ID HEADER TO JACK STUD: A U�
DATE JUNE 3, 2013 1. ALL MASONRY TO HAVE LADDER TYPE JOINT
EFFE T E LL_
FLOOD ZONE X - UNSHADED NAILS MSTA24 W/(8) 10d IN HIEADER AND (10) 10d IN JACK. 48"SQx24" DEEP FTG W/ (5)#4 EW, T&B REINFORCEMENT @ 16" O.C.
(OTHER AREAS) >
0 INSTALL COMMON NAILS UNLESS OTHERWISE SPECIFIED KING GROUP TO SLAB:
0 COMM,,')N WIRE NAILS AND THREADED HARDENED STEEL (1)HTT22 W/(32) 16d SINKERS AND 9/8" x 15" EMBED ATR UNO. M <
NAILS SHALL CONFORM TO THE NOMINAL SIZES
IND BORNE DEBRIS SPECIFIED IN ASTM F1667. NOMINAL DIAMETER SIZES
THIS STRUCTURE IS LOCATED IN THE W APPLY TO FASTENERS BEFORE APPLICATION OF JACK AND KING STUDS: M D
NED AS AN ENCLOSED
REGION AND HAS BEEN DESIG PROTECTIVE COATING. (2)ROWS 12d 0 6" BETWEEN ADJACENT JACKS AND KINGS
0
STRUCTURE. FOR THE REPLACEMENT OF WINDOWS AND WHEN A BORED HOLE IS REQUIRED TO PREVENT 0
DOORS PER THE 2010 FLORIDA BUILDING CODE - EXISTING C)
AND SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, 0
BUILDING, EXCEPTION TO SECTION 606.4, FOR ONE
THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL z _j
TWO-FAMILY DWELLINGS, THE BUILDER IS NOT REQUIRED TO <
OR SPIKE DIAMETER 0-) <
PROVIDE OPENING PROTECTION NOR IMPACT RESISTANT
THE NOMINAL DIAMETER AND LENGTH OF TYPICAL _j >
GLAZING FOR THE REPLACEMENT WINDOW. NEW WINDOWS FASTENERS SPECIFIED FOR THIS PROJECT ARE AS I-- D
AND DOORS SHALL MEET COMPONENT AND CLADDING LISTED IN TABLE 2 BELOW < C)
PRESSURES, PER THE TABLES BELOW, FOR AN ENCLOSED
STRUCTURE. ALL THREAD ROD (ATC) UPLIFT ANCHOR
DE-11-AILS," ON
FIXED ATC LOCATION (SEEPLAN): SEE "ATO TYPICAL PLACEMENI
TABLE I COMPONENT AND THE DETAIL SHEETS FOR ADDITIONAL ATC LOCATIONS AND SPACING. SEE "ATC
TABLE 2: NAIL SIZE LEGEND ALTERNATIVES," ON S-1 FOR !NSTALLATION OPTIONS WHERE ATC IS NOT FEASIBLE.)
CLADDING DESIGN PRESSURES DIAMETER LENGTH ABBREVIATIONS
2::�L2"
8d COMMON 0.131 ONE ALL THREAD CONNECTION (ATC) IS COMPOSED OF 3/8" 36ksi ALL-TREAD THAT RUNS THE
(ROOF)
8d RINGSHANK 0.120" FULL VERTICAL HEIGHT OF THE WALL, PENETRATING BOTH THE TOP AND BOTTOM PLATES, AND
. THE TYPICAL EMBEDMENT ABV ABOVE
Zone 10d x 1-Y2" 0.148" GROUTED WITH SIMPSON STRONG-TIE ACRYLIC-TIE INTO CO
142" AC AIR CONDITIONER
I
Desig-nation IS 6" FOR MONOLITHIC CONCRETE AND 7" FOR STEMWALL AND OTHER FILLED MASONRY
Interior Zone End Zone Corner Zone 10d COMMON 0.148" 3 APPLICATIONS. THE ACRYLIC-TIE MUST FILL BOTH THE HOLE IN THE CONCRETE AND THE HOLE AFF ABOVE FINISHED FLOOR
ve
1:Effective 44" IN THE WOOD PLATE. USE A 9/16" BIT FOR DRILLING CONCRETE AND PLATE HOLES. THE TOP AHU AIR HANDLER UNIT
Wind Area (Psf) (psf) (psf) 12d COMMON 0.148" 3
- 16d SINKER 0.148" 344" END OF THE ATC MUST BE RESTRAINED BY A 3" SQ. x Y8" THICK WASHER AND NUT. THE BLK BLOCK
0 10 sq. ft. +29 -46 +29 -81 +29 -119 ALL-THREAD MAY BE SPLICED WITH A COUPLER THREADED ONTO THE ALL-THREAD A MINIMUM CABS CABINETS
16d COMMON 0.162" 3-y2" DISTANCE OF Y2" AT EACH END OF THE COUPLER. THE COUPLER SHALL BE RATED FOR CL CEILING LINE
11 20 sq. ft. +27 -45 +27 -74 +27 -112 ALLOWABLE TENSION OF 3,200 POUNDS UNDER WIND LOADING. THE ALL-THREAD SHALL BE CLG CEILING
INSTALLED PLUM WITH THE MAXIMUM DEVIATION FROM VERTICAL OF Ya" HORIZONTAL PER FOOT CHR CHAIR RAIL
50 sq. ft. 1 +23 -43 +23 -66 +23 -101 VERTICAL. A COFF COFFERED
21 DITIONAL 1-Y2" COL COLUMN
ATC LOCATIONS IN EX'IFRIOR WALLS AND SHEARWALLS ONLY WILL REQUIRE AN AD COMP COMPRESSOR
+21 42 +21 -59 +21 -94 S IN PRESSURE TREATED LUMBER
51 100 sq. ft. TABLE 3: FASTENER ROUND WASHER AND NUT AT THE BOTTOM PLATE FOR ATC'S LOCATED NEXT TO OPENINGS AND
CRN CROWN MOULDING
AT WALL ENDS WHICH TERMINATE AT CORNERS. CUUM SYSTEM
PRESERVATIVE CVAC CENTRAL VA
ACQ & NON-DOT CONNECTORS MUST HAVE Z-MAX, G120 OR TRIPLE ZINC THE HEX NUT ABOVE -�HE TOP PLATE SHALL BE TIGHTENED TO APPROXIMATELY 30 ft-lbs OF DBL DOUBLE
TABLE 2 COMPONENT AND TORQUE. CHANGES INiMOISTURE CONTENT AND THE RELATED SHRINKAGE OF THE BUILDING DIAG DIAGONAL
BORATE COATED FINISH. -LOADING CAUSED BY THE INITIAL TIGHTENING DR DOOR
SHEET NO.:
ALL FASTENERS MUST BE HOT DIPPED GALVANIZED. MATERIALS WILL EFFECTIVELY ELIMINATE THE PRE
CLADDING DESIGN PRESSURES SODIUM BORATE OF THE NUT. AFTER /,�Ll_ ROUGH-INS OF THE MECHANICAL AND ELECTRICAL TRADES ARE DRY DRYER SPACE
STANDARD FINISH IS ACCEPTABLE (UNO) COMPLETE, AND PRIORITO INSTALLATION OF INSULATION, RE-TIGHTEN THE UPPER HEX NUTS TO DW DISHWASHER S 1
30 ft-lbs OF TORQUE. EB EYEBROW
RESERVATIV'
CQ & NON-
ORATE
SOD[UM BORA
( WALL one Interior Zone End Zone rACZA NOT RECOMMENDED. STAINLESS CONNECTORS AND FL FLOOR LINE (MAT CHANGE) Structural
FLR LOOR
- FASTENERS
Zoa I Summary
esignation (Psf) (Psf) IRED. FP FIREPLACE
Effective REQU
W r FIR FRENCH DOOR JOB NO.:
W ii n d:A:r e�a
ALTER[
- FXD FIXED
0 10 sq. ft. +51 -55 +51 -68
FXT FIXTURE RESIDENCE
GLS GLASS SUBDIMSION:
+48 -63
11 20 sq. ft. +48 -53 HB HOSE BIB C.
KS KNEE SPACE
+46 -50 +46 -57
21 50 sq. ft. LAV LAVATORY
LT LAUNDRY TUB
+43 -48 +43 -53
MRBL MARBLE LOT NO.:
51 - 100 sq. ft.
Mc MEDICINE CABINET
+38 -42 -42 -1
101 500 sq. ft. MIR MIRROR
MTL METAL FLOOR PLAN:
OHC OVERHEAD CABS L,�62
OPNG OPENING
OPT OPTIONAL DESIGNED:
TABLE 3 COMPONENT AND
R&S CLOTHES ROD and SHELF
AFL
CLADDING DESIGN PRESSURES REF REFRIGERATOR SPACE
SID SOAP DISH
-------------------------------------------------------------------------I REVIEWED:
(ROOF OVERHANG) I SDLTS SIDE LIGHTS
AFL
SMOKE DETECTOR
SMID
0 (typ.)
-------------
REMSIONS DATE
�one
ation
`*�,END ZONE SOAP SOAP DISH
Design on End Zone Corner Zone
Effective (psf) (psf) ESIGNATION C
T13 TOWEL BAR 44-
Wind Area a 3.0 FT
TPH TOILET PAPER HO
LDER 214 C
0 10 sq. ft. -95 -159
T&S TUB and SHOWER
95
TEMP TEMPERED
U
9 ------ ...........---_------
r4 -
11 - 20 sq. ft. -95 -143 TOB TOP OF BLOCK (CMU)
L------------------------------------------
N
? TR TRANSOM
21 50 sq. ft. -95 -123 VOL VOLUME
WC WATER CLOSET
Z C- T
WORK AREA
51 100 sq. ft. -95 -107 WD WOOD 0
.-t! OF
WH WATER HEATER 0;4
WAINSCOT
WNCT
A_j :M 111. 0 VZ -N
WS WATER SOFTENER ........
WSH WASHER SPACE
4 ANDRES F. LOPERA
. ..........
PE # 70791
01/19/2015
LEGEND: GENERAL PLAN NOTES:
FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE
F -1 SHEET S-1
DEMOLITION AREA
2. IFHEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD
3. SIMPSON ACRYLIC-TIE ADHESIVE SHALL BE USED IN ALL
DRILLED AND EPDXIED CONNECTIONS TO CONCRETE. 0 R A C L E
ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING
....... ............ --------------------------------- ---------------------------------------------............... STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A
HOLE Y16" GREATER THAN THE DIAMETER OF THE ANCHOR. ORACLE Engineering &
----------j---------------- ..............
.............
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR
Construction Services,
PROPER INSTALLATION.
Inc.
4. FASTEN ALL MULTI-PLY STUD COLUMNS UNDER
1650-302 Margaret
BEAMS/GIRDERS W./ (2) ROWS 10d COMMON @ 8" O.C.
STAGGERED Street #197
Jacksonville, FL 32204
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR
DRY USE ONLY, LINO. ALL WATERPROOFING AND FIRE (904) 600-5750
SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY
....................................................... ..............................................................................................................------------------------------------------------------------------------------- FL Cert. of Auth. No.:
OTHER
----------------------------------- ---------------—------------------------------------------------------------------------------------- 30597
6. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
FLORIDA BUILDING CODE TABLE 2304.9.1 FASTENING
SCHEDULE.
7. ALL WATERPROOFING AND FLASHING DETAILS TO BE
DESIGNED AND DETAILED BY OTHERS.
8. PER FBC-EB SECTION 506, THE STRUCTURAL DAMAGE TO
THE BUILDING WAS DETERMINED TO BE "LESS THAN
SUBSTANTIAL STRUCTURAL DAMAGE."
...... .......:
9. INSTALL 1x_ FURRING STRIPS AT MAX 24" O.C.
10. INSTALL 1/2" GYPSUM BOARD AS REQUIRED AT INTERIOR
TO REPLACE DAMAGED GYPSUM BOARD.
GARAGE
LIVING ROOM
- -------
ENTRY
DEMO AND REMOVE
WINDOW AND CMU WALL
FROM FOUNDATION TO N
BOTTOM OF EX. LINTEL
EX. EX.
EX.""" (2) 3040 SH (2) 3040 SH
306 WL�U�Llgl\l W MULLION LL_
-------------
......................... .................................... --------------------......................................... ............... -----------------------...........
---------------------------- .............. C)
F -------------------------------------------------------------- ----------------------------- ...............
.............................................................................. ....................... ...........................................................................................--------------- ............
--------------
.............................. ................................ ...................................... ------- .............
L I------— — —— — — - ---- ...................................... >
U
m
3'-91" 3p-9
2 2 LLJ
EX. 8" WIDE CMU z
< M
BLOCK WALL 15'-51"
2
0
U U
U
0
Z _j
.................................1 .3 0'-0" 0-) < <
_j >
0
I st LEVEL FLO DR PLAN DEMO 1 /4 V _ 0 "
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
SHEET NO.:
S — 2
EX. 8'� DEEP CONCRETE Structural
LINTEL.
Plans
JOB NO.:
ALTER]
RESIDENCE
OP-8"
0'-8 SUBDIMSION:
9'-0" TOP OF CONC.
--------------------------------------- ------------------------------------------------------------------------------ ........... ----------- ......1 -1-11111--___,_,___ -�� I I
------------------------------------------------------------------------------------------------------------
BOND BEAM
.............................................. ------------------------------------------------------------
--------------------------------
—-------—------_ ................................. -------------------------
............... LOT NO.:
.......... .................... ...........I----------------------
........... ----------................... ........... .............................. ----------
----------
t I EX. i FLOOR PLAN:
I:
BRICK ROWLOCK
.......... --------- -----------------4
..........-_-----
DESIGNED:
............................................ ---------......... ...............
...........
-----------
AFL
REMEWED:
L — — — — — — — — — 0'-0" GRADE
............. ----------------- ---------------------------------------------- ............. ------ ------------------------__---------- ....................
------- -------------------_---_-__--_--- ---------------------------------------------------------------------------------------- ................. AFL
10,-91" 7'-6 DEMO AND REMOVE WINDOW
2 J AND CMU WALL FROM REVISIONS DATE
FOUNDATION TO BOTTOM OF
EX. LINTEL.
NOTE:
'CONTRACTOR TO EXERCISE
'!CAUTION AND NOT DAMAGE
THE EXISTING CONCRETE
LINTEL ABOVE THE WINDOW,
UNO. . 7
S;
A Op
FRONT ELEVATION DEMO 1 /4" V _ 0 "
OR ID
..........
hZIONAL E
ID A
ANDRES F. LOPEIN
PE # 70791
01/19/2015
GENERAL
FOR GENERAL NOTES AND KEYNOTE SPECIFICATIONS, SEE
SHEET S-1
2. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD
------------ ------------------
----------
.............. ........... .........
_----------
ORACLE
3. SIMPSON ACRYLIC-TIE ADHESIVE SHALL BE USED IN ALL
DRILLED AND EPDXIED CONNECTIONS TO CONCRETE.
ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING
STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A
GREATER THAN THE DIAMETER OF THE ANCHOR.
HOLE Y16 ORACLE Engineering &
MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR
Construction Services,
PROPER INSTALLATION.
Inc.
4. FASTEN ALL MULTI-PLY STUD COLUMNS UNDER
1650-302 Margaret
-----------_--------------------------_---------- ...........
BEAMS/GIRDERS W./ (2) ROWS 10d COMMON @ 8" O.C.
Street #197
------------------—-------—---—--------------------—---
STAGGERED
.......... ------- ----------- ............... .............
Jacksonville, FL 32204
5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR
(904) 600-5750
DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE
SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY FL Cert. of Auth. No.:
OTHER 30597
6. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN
ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN
FLORIDA BUILDING CODE TABLE 2304.9.1 FASTENING
SCHEDULE.
7 ALL WATERPROOFING AND FLASHING DETAILS TO BE
DESIGNED AND DETAILED BY OTHERS.
8. PER FBC-EB SECTION 506, THE STRUCTURAL DAMAGE TO
THE BUILDING WAS DETERMINED TO BE "LESS THAN
SUBSTANTIAL STRUCTURAL DAMAGE."
GARAGE
9. INSTALL 1x- FURRING STRIPS AT MAX 24" O.C.
10. INSTALL 1/2" GYPSUM BOARD AS REQUIRED AT INTERIOR
TO REPLACE DAMAGED GYPSUM BOARD.
LIVING ROOM
ENTRY
NEW
(2) 3040 SH
W/ MULLION EX.
(2) 3040 SH
Ex*`�- (TO MATCH
3068""-,- W/ MULLION ----------------- .....-------
EXISTING)
---------- ----------- ...............
............ ..................................... ............. ......................... ------------_ -----_-_------------- ------------------------------------------- I------------- -----------_----------- V
__j
-—---__---------- ............ -----_____------------- - ---------- --------- ----------- --------------
---------------------...............
----------
'41
_j
NEW 8" WIDE CMU LL
EX. 8" WIDE CMU
BLOCK WALL BLOCK WALL W/(1) #4 C)
VERTICAL AT EACH END. ......... .....
_j
m
<
_-----------
-------- _----------------- FASTEN 2x- NO.2 SYP BUCKS
LLJ
W/(2) ROWS OF 1/4"0 x 6"
M
<
Ld
TAPCON SCREWS AT 10" O.C.
AND AT EACH END OF EACH
BUCK. LLI 0
Z
TYP, ALL SIDES.
EX. CONCRETE LINTEL. ------------ 0-) < <
>
<
2x BUCKS FASTENED PER
Ist LEVEL FL-00.R-,-,- PLAN REPAIR L/4 ' 1 0 PLAN.
NEW WINDOW TO MATCH
EXISTING WINDOW.
I------------- -----------------------------------------------------------------------------------------------------------------------------------------------------------------—---------------------------------------- NEW BRICK ROWLOCK TO
MATCH EXISTING. SLOPE TO
ALSO MATCH EXISTING.
NEW FURRING STRIPS, AT
MAX 24" O.C.
SHEET NO.:
EX. 8" DEEP CONCRETE NEW 1/2" GYPSUM BOARD
S - 3
LINTEL. 2x- BUCKS FASTENED PER
PLAN.
NEW U-BLOCK BOND BEAM Structural
PER ELEVATION.
DRILL AND EPDXY #4 MIN 6" Plans
TO EXISTING LINTEL.
IN JOB NO.:
NEW 8" CMU BLOCK PER EX. CONCRETE SLAB ALTERI
9'-0" TOP OF CONC.
--------------
-------------- BOND BEAM
PLANS. PAINT TO MATCH
RESIDENCE
EXISTING.
----------------------------------—------------------------------------------------------------------------------------------ ------
------ SUBDIVISION:
............... ..................................
------ ...... ...........
...............
------------------------- --------.........
__--_--__------
................................... . ......
............ ........................
........... ...............
-----__-_-------------
EX.----------_
.................................. -----------:
----------
------------ --------T
8" WIDE CMU WALL
. ...........i----------
................ I....................................
EX. CEDAR SHINGLE SIDING ...................... ... ............... EX. GRADE ......... ------------------
.............. ---------.......... LOT NO.:
.......... ................
........................
........... ......... ......-------
EX.
........ ---
.....................
BRICK ROWLOCK
------.......
............ ........-----
............. . ............. ..........
-_-_------
........... ej .:
------.....
FLOOR PLAN:
.. .........a ------_----
if ---------- -------------- . ................
.............. -----------
---------------
4:1 L ..........
...............................................
............. ...........................I............... ..................
................................ it
it I—— - DESIGNED:
.............
I _-A ........ 1L-.1_..___-..1..................... ..............
_------- ---------------_ 0'-0" GRADE .................................................
AFL
---------- ----------_ -------------
r -j
------------ ------------- ----------_----------------
\JF EX. CONCRETE FOUNDATION
--------__----------—-------- REMEWED:
NEW BRICK ROWLOCK AT
-----------_--
................
7'-6
WINDOW SILL ------------- AFL
-----------_ _------- ------------------- -----_-_- __--------_--------- ------ -------__------—------------------------------------------------__------------ ---------- ------------------ ---------_--- ---—--------
REVISIONS DATE
8" U-BLOCK BOND BEAM #4 VERTICAL REINFORCEMENT EX.
FOUNDATION
BELOW SILL WI(l) #4 W/ 9" INTO FILLED CELLS, MIN 32"
BEND AT EACH END. FILL VERTICAL LAP, DRILLED AND
BOND BEAM WITH GROUT. EPDXIED MIN 12" INTO 001110
NOTE: EXISTING FOUNDATION STRUC . WALL SECTION - F. I
R TO EXERCISE '�N
CONTRACTO _7�
CAUTION AND NOT DAMAGE
S- 3 2nd LEVEL NOT SHOWN FOR se
THE EXISTING CONCRETE CLARITY.
LINTEL ABOVE THE WINDCW
UNO.
S OF
FRONT ELEVATION REPAIR 1 /4 V _ 0 "
N
NAk-
ANDRES F. LOPERA
I PE # 70791
01/19/2015
&2 r �\r_
Cl