DRAWINGSO
CV
SECTION A. TYP STRUCTURAL SECTION
SCALE: 3/4"=1'-0"
33'-4"
11'-2"
EXIST. 4X4 STEEL
COLUMN
COLUMN TO
REMAIN TYP
EXIST. 4X4 STEEL
COLUMN
EXIST. REAR PATIO
- 0'-4"
SLIDING GLASS DOOR
TO REMAIN
LIVING SPACE
0'-o"
A
33'-0"
3'-2"
i
NEW SUN
ROOM
O
CATEGORY III
NOW HABITABLE
X-500 FLOOD ZONE
LIVING SPACE
0'-0"
EXIST. 4X4 STEEL
COLUMN
EXIST. 4X4 STEEL
COLUMN
SLIDING GLASS DOOR SLIDING GLASS DOOR
TO REMAIN TO REMAIN
EXIST. REAR PATIO
31-2"
SCALE: 1/4"=l' -O"
SLIDING GLASS
TO REMAIN
NEW SUN ROOM
W
m
v
c
4X4 STEEL COLUMN
TO REMAIN
HETA 16 STRAP W/ 9-10d X 1-1/2" TO
WOOD EAMS AND EMBED 4" INTO
CONCRETE TYP
1'-4" 8'-0"
1/4" CONTINUOUS BEAD
OF CAULK BEHIND BUCK.
EPDXY DOWEL @24 O.C.
1 -1/2" -BUCK
2-3/4" @ DOORS
°
4. °
a .
EXIST. (2) 2X10 WOOD BEAM TO
REMAIN
INSTALL SLIDING GLASS
DOOR BY MANUFACTURER
SPECIFICATIONS
1'-4"
CONCRETE
wilmmis
1. STRUCTURAL CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A
CONTRACTORS AND SUBCONTRACTORS SHALL
MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000
PERFORM ALL WORK TO MEET CODES, REGULATIONS,
PSI. UNLESS NOTED OTHERWISE ON PLAN OR IN
AND RESTRICTIONS, HAVING JURISDICTION.
SPECIFICATIONS
2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP
ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO
OF 2 INCHES PLUS OR MINUS ONE INCH.
CONSTRUCTION BY CONTRACTOR AND/OR
3. CONSTRUCTION JOINTS DESIGN AND LOCATION
SUBCONTRACTORS. THE CONTRACTOR AND/OR
SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF
SUBCONTRACTOR SHALL NOTIFY THE ARCHITECT OR
THE PLANS AND SPECIFICATIONS. ANY
ENGINEER AND PROJECT MANAGER OF ANY
CONSTRUCTION OR CONTROL JOINTS DESIRED OR
DISCREPANCIES PRIOR TO COMMENCING
PREFERRED BY THE CONTRACTOR SHALL BE
CONSTRUCTION. IF CONTRACTOR AND/OR
APPROVED BY THE ENGINEER PRIOR TO
SUBCONTRACTOR FAILS TO NOTIFY THE ARCHITECT
CONSTRUCTION OF THOSE AREAS INVOLVED.
OR ENGINEER OR PROJECT MANAGER, THE
WIN
CONTRACTOR AND/OR SUBCONTRACTOR SHALL BEAR
MANUFACTURER'S SHOP DRAWINGS FOR LOCATION
NJ
OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES,
ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC.
ADEQUATE VERTICAL AND HORIZONTAL SHORING
_- -
WOOD
• fill ' •
=0
Li
Ems
ADEQUATE BARRIERS SHALL BE PROVIDED TO
MIN. fb = 1500 PSF, #2 SPF AND MOISTURE CONTENT NOT
PROTECT PUBLIC AND ADJOINING PROPERTY.
TO EXCEED 19%. ALL LUMBER IN CONTACT WITH
CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE
ALL WORK SHALL CONFORM TO AT LEAST THE
PRESSURE TREATED. PLYWOOD SHALL BE EXTERIOR
MINIMUM STANDARDS OF THE 2014 FBC STANDARD
GRADE 5/8" CDX.
BUILDING CODE AND SUBSEQUENT AMENDMENTS.
IN
EQUIPMENT, PARTITIONS, OR ITEM SHALL BE
TO THE BEST OF THE ARCHITECT KNOWLEDGE, THESE
PROVIDED AND COORDINATED BY THE GENERAL
-- —l-=-
CONTRACTOR.
-- —�-=1
DESIGN LOADS:
WIND VELOCITY 170
I
=!9
uI
ENCLOSED
INT. PRESSURE COEFF. +/- 0.18
ON
Emil
ME
Ems
i
�w�ill
---r—
— _�
Nils
i
f
11EMN
i
1/4" CONTINUOUS BEAD
OF CAULK BEHIND BUCK.
EPDXY DOWEL @24 O.C.
1 -1/2" -BUCK
2-3/4" @ DOORS
°
4. °
a .
EXIST. (2) 2X10 WOOD BEAM TO
REMAIN
INSTALL SLIDING GLASS
DOOR BY MANUFACTURER
SPECIFICATIONS
1'-4"
EXIST. SLAB TO REMAIN
EXISTING FOUNDATION EXCEED DESIGN REQUIREMENTS TO REMAIN 8" EPDXY #5 BAR INTO
EXIST. CONCRETE TYP
TYP STRUCTURAL ELEVATION Al
SCALE: 3/4"=1'-0"
1/2 " CARRIER BOLD W/
WASHER AND NUT ON 1/4
X4" WELDED HANGER
4"X 1/4 POST
1/2 " X3" MIN EXPANSION
BOLT EACH SIDE OF
WELDED PLATE AND POST
EXIST. SLAB AND
FOUNDATION TO
REMAIN
A
/--CBS WALL TYP POST REPLACEMENT
STUCCO---'
CAULK '
P.T. BUCK 1'X4'
ALL EXTERI❑R WIND❑WS FIXED
OR OPERABLE, ANCHOR THROUGH
WOOD, w/ 3-1/4'X1/4' TAPCONS
@12' O.C. TYP, MIN. 3 PER JAMBS.
CAULK \--11/2 DRYWALL
1/4'x 3-1/4' TAPCON SCREW
THRU BUCK INT❑ BLOCK
TYPICAL ALUMINUM WINDOW
JAMB AND SLIDING 3/16'
ri ecc nnno IAMB
r C. rKtI.HJ I JILL=.5000 r -Ni.
SAFE WIND LATERAL LOAD RATING
BASE ACI 530 WHEN SILL IS SET
IN FULL BED OF TYPE M OR S MORTAR.
Al
ANCHOR WINDOWS DETAIL N.T.S
NOTE: FASTEN PER MANUFACTURER SPECIFICATION
NEW SLIDING GLASS
DOOR INSTALLED BY
MANUFACTURER
SPECIFICATIONS
NOA PRESSURES NOA REQUIRED
Q 14-028.11 +60,-60 +32.1,-39.3
Q 14-028.11 +60,-60 +32.1,-35.3
CONCRETE
wilmmis
1. STRUCTURAL CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A
CONTRACTORS AND SUBCONTRACTORS SHALL
MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000
PERFORM ALL WORK TO MEET CODES, REGULATIONS,
PSI. UNLESS NOTED OTHERWISE ON PLAN OR IN
AND RESTRICTIONS, HAVING JURISDICTION.
SPECIFICATIONS
2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP
ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO
OF 2 INCHES PLUS OR MINUS ONE INCH.
CONSTRUCTION BY CONTRACTOR AND/OR
3. CONSTRUCTION JOINTS DESIGN AND LOCATION
SUBCONTRACTORS. THE CONTRACTOR AND/OR
SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF
SUBCONTRACTOR SHALL NOTIFY THE ARCHITECT OR
THE PLANS AND SPECIFICATIONS. ANY
ENGINEER AND PROJECT MANAGER OF ANY
CONSTRUCTION OR CONTROL JOINTS DESIRED OR
DISCREPANCIES PRIOR TO COMMENCING
PREFERRED BY THE CONTRACTOR SHALL BE
CONSTRUCTION. IF CONTRACTOR AND/OR
APPROVED BY THE ENGINEER PRIOR TO
SUBCONTRACTOR FAILS TO NOTIFY THE ARCHITECT
CONSTRUCTION OF THOSE AREAS INVOLVED.
OR ENGINEER OR PROJECT MANAGER, THE
WIN
CONTRACTOR AND/OR SUBCONTRACTOR SHALL BEAR
MANUFACTURER'S SHOP DRAWINGS FOR LOCATION
NJ
OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES,
ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC.
ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
WOOD
CONSTRUCTION LOADS.
=0
Li
Ems
ADEQUATE BARRIERS SHALL BE PROVIDED TO
MIN. fb = 1500 PSF, #2 SPF AND MOISTURE CONTENT NOT
PROTECT PUBLIC AND ADJOINING PROPERTY.
TO EXCEED 19%. ALL LUMBER IN CONTACT WITH
CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE
ALL WORK SHALL CONFORM TO AT LEAST THE
PRESSURE TREATED. PLYWOOD SHALL BE EXTERIOR
MINIMUM STANDARDS OF THE 2014 FBC STANDARD
GRADE 5/8" CDX.
BUILDING CODE AND SUBSEQUENT AMENDMENTS.
IN
EQUIPMENT, PARTITIONS, OR ITEM SHALL BE
TO THE BEST OF THE ARCHITECT KNOWLEDGE, THESE
PROVIDED AND COORDINATED BY THE GENERAL
PLANS AND SPECIFICATIONS COMPLY WITH THE
CONTRACTOR.
APPLICABLE MINIMUM BUILDING CODES.
DESIGN LOADS:
WIND VELOCITY 170
MPH IMPORTANCE FACTOR 1.0
EXPOSURE C
ENCLOSED
INT. PRESSURE COEFF. +/- 0.18
Emil
ME
Ems
�w�ill
EXIST. SLAB TO REMAIN
EXISTING FOUNDATION EXCEED DESIGN REQUIREMENTS TO REMAIN 8" EPDXY #5 BAR INTO
EXIST. CONCRETE TYP
TYP STRUCTURAL ELEVATION Al
SCALE: 3/4"=1'-0"
1/2 " CARRIER BOLD W/
WASHER AND NUT ON 1/4
X4" WELDED HANGER
4"X 1/4 POST
1/2 " X3" MIN EXPANSION
BOLT EACH SIDE OF
WELDED PLATE AND POST
EXIST. SLAB AND
FOUNDATION TO
REMAIN
A
/--CBS WALL TYP POST REPLACEMENT
STUCCO---'
CAULK '
P.T. BUCK 1'X4'
ALL EXTERI❑R WIND❑WS FIXED
OR OPERABLE, ANCHOR THROUGH
WOOD, w/ 3-1/4'X1/4' TAPCONS
@12' O.C. TYP, MIN. 3 PER JAMBS.
CAULK \--11/2 DRYWALL
1/4'x 3-1/4' TAPCON SCREW
THRU BUCK INT❑ BLOCK
TYPICAL ALUMINUM WINDOW
JAMB AND SLIDING 3/16'
ri ecc nnno IAMB
r C. rKtI.HJ I JILL=.5000 r -Ni.
SAFE WIND LATERAL LOAD RATING
BASE ACI 530 WHEN SILL IS SET
IN FULL BED OF TYPE M OR S MORTAR.
Al
ANCHOR WINDOWS DETAIL N.T.S
NOTE: FASTEN PER MANUFACTURER SPECIFICATION
NEW SLIDING GLASS
DOOR INSTALLED BY
MANUFACTURER
SPECIFICATIONS
NOA PRESSURES NOA REQUIRED
Q 14-028.11 +60,-60 +32.1,-39.3
Q 14-028.11 +60,-60 +32.1,-35.3
TO THE BEST OF THE ARCHITEC'S KNOWLEDGE, THE
STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
� GENERAL NOTES
SCALE: 3/4"=1'-0"
CONCRETE REINFORCING
1. CONCRETE AND REINFORCING SHALL BE PLACED
ACCORDING TO ACI -318 AND MINIMUM CONCRETE
COVER SHALL BE:
BEAM AND COLUMNS - 1-1/2"
SLAB - 3/4"
EXPOSED UNPROTECTED CONCRETE - 1-1/2"
FORMED CONCRETE BELOW GRADE - 2"
UNFORMED CONCRETE BELOW GRADE - 3"
2. ALL REINFORCING STEEL SHALL BE NEW BILLET
STEEL CONFORMING TO ASTM A615 -GRADE 60. ALL
DETAILING AND ACCESSORIES SHALL CONFORM TO
TYPICAL DETAILS SHOWN IN THE "MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED
CONC STRUCTURES ACI 315, LATEST EDITION".
3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS
IN FOOTINGS, FOUNDATIONS, WALLS, SLABS AND
OTHER CONC SHALL BE LAP -SPLICED 48 BAR DIAM. OR
T-0" MINIMUM WHICHEVER IS GREATER (EXCEPT AS
NOTED BY DRAWINGS). ALL BARS AT END OF CONT.
FTGS, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE
CONTINUED TO FAR SIDES OF INTERSECTING
ELEMENTS. SPLICES OF HORIZONTAL REINFORCING
SHALL OCCUR ONLY AT REINFORCED MASONRY
COLUMNS.
4. DETAILS OF CONCRETE REINFORCEMENT SHALL BE
IN ACCORDANCE WITH "THE MANUAL OF STANDARD
PRACTICE FOR REINFORCED CONCRETE
CONSTRUCTION", AS PUBLISHED BY THE CONCRETE
REINFORCING STEEL INSTITUTE, UNLESS OTHERWISE
NOTED.
5. REINFORCEMENT SHALL BE CAREFULLY PLACED,
RIGIDLY SUPPORTED, AND WELL TIED WITH BAR
SUPPORTS AND SPACERS.
6. ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS.
MASONRY
1. DESIGN OF MASONRY IS BASED ON "BUILDING CODE
REQUIREMENTS AND SPECIFICATION FOR MASONRY
STRUCTURES", (TMS 402-08/ACI 530-08/ASCE 5-08).
2. PROVIDE CLEAN-OUT/ INSPECTION BLOCKOUT AT
BASE OF ALL VERTICAL FILLED CELLS. VERTICAL
REINFORCING SHALL BE SECURED TO FOUNDATION
DOWELS AND BEAM REINFORCING TO PREVENT
DISPLACEMENT DURING HIGH LIFT GROUTING
OPERATIONS.
111 CAMELOT CT
WEST PALM BEACH, FL 33411
PH 561.722.4645
FAX : 561.729.0577
gapdesigngroup@yahoo.com
CONSULTANTS
HERBERT RUDERMAN
A
RU4,�i0
AR95113
800 N. TAM IAM I TRAIL
SUITE 406
SARASOTA, FL, 34236
718-755-8800
NICHOLS
JOANNE
61 NORTHWOODS LN
BOYNTON BEACH
FL, 33436
Z2110 -5-15 STRUCTURAL
1 09-31-15 STRUCTURAL
08-02-15
MARK DATE DESCRIPTION
PROJECT NO:
MODEL FILE:
DRAWN BY: G.P.
CHK'D BY:
COPYRIGHT
SHEET TITLE
_- ;, a o
WORK INVOLVED ON THIS PERMIT SHALL CONFORM
I ALL 17YOr-30ANWEAC DING CODES.
CONCRETE
DEMOLITION & CONSTRUCTION NOTES:
1. STRUCTURAL CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A
CONTRACTORS AND SUBCONTRACTORS SHALL
MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000
PERFORM ALL WORK TO MEET CODES, REGULATIONS,
PSI. UNLESS NOTED OTHERWISE ON PLAN OR IN
AND RESTRICTIONS, HAVING JURISDICTION.
SPECIFICATIONS
2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP
ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO
OF 2 INCHES PLUS OR MINUS ONE INCH.
CONSTRUCTION BY CONTRACTOR AND/OR
3. CONSTRUCTION JOINTS DESIGN AND LOCATION
SUBCONTRACTORS. THE CONTRACTOR AND/OR
SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF
SUBCONTRACTOR SHALL NOTIFY THE ARCHITECT OR
THE PLANS AND SPECIFICATIONS. ANY
ENGINEER AND PROJECT MANAGER OF ANY
CONSTRUCTION OR CONTROL JOINTS DESIRED OR
DISCREPANCIES PRIOR TO COMMENCING
PREFERRED BY THE CONTRACTOR SHALL BE
CONSTRUCTION. IF CONTRACTOR AND/OR
APPROVED BY THE ENGINEER PRIOR TO
SUBCONTRACTOR FAILS TO NOTIFY THE ARCHITECT
CONSTRUCTION OF THOSE AREAS INVOLVED.
OR ENGINEER OR PROJECT MANAGER, THE
4. CHECK ALL DRAWINGS AND APPLICABLE
CONTRACTOR AND/OR SUBCONTRACTOR SHALL BEAR
MANUFACTURER'S SHOP DRAWINGS FOR LOCATION
ALL EXPENSE FOR CORRECTION.
OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES,
ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC.
ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
WOOD
CONSTRUCTION LOADS.
1. ALL FRAMING LUMBER SHALL BE STRESS GRADE
LUMBER (SOUTHERN YELLOW PINE) OR SIMILAR WITH
ADEQUATE BARRIERS SHALL BE PROVIDED TO
MIN. fb = 1500 PSF, #2 SPF AND MOISTURE CONTENT NOT
PROTECT PUBLIC AND ADJOINING PROPERTY.
TO EXCEED 19%. ALL LUMBER IN CONTACT WITH
CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE
ALL WORK SHALL CONFORM TO AT LEAST THE
PRESSURE TREATED. PLYWOOD SHALL BE EXTERIOR
MINIMUM STANDARDS OF THE 2014 FBC STANDARD
GRADE 5/8" CDX.
BUILDING CODE AND SUBSEQUENT AMENDMENTS.
2, SUPPORT FOR ANY ROOF TOP OR CEILING HUNG
EQUIPMENT, PARTITIONS, OR ITEM SHALL BE
TO THE BEST OF THE ARCHITECT KNOWLEDGE, THESE
PROVIDED AND COORDINATED BY THE GENERAL
PLANS AND SPECIFICATIONS COMPLY WITH THE
CONTRACTOR.
APPLICABLE MINIMUM BUILDING CODES.
DESIGN LOADS:
WIND VELOCITY 170
MPH IMPORTANCE FACTOR 1.0
EXPOSURE C
ENCLOSED
INT. PRESSURE COEFF. +/- 0.18
TO THE BEST OF THE ARCHITEC'S KNOWLEDGE, THE
STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
� GENERAL NOTES
SCALE: 3/4"=1'-0"
CONCRETE REINFORCING
1. CONCRETE AND REINFORCING SHALL BE PLACED
ACCORDING TO ACI -318 AND MINIMUM CONCRETE
COVER SHALL BE:
BEAM AND COLUMNS - 1-1/2"
SLAB - 3/4"
EXPOSED UNPROTECTED CONCRETE - 1-1/2"
FORMED CONCRETE BELOW GRADE - 2"
UNFORMED CONCRETE BELOW GRADE - 3"
2. ALL REINFORCING STEEL SHALL BE NEW BILLET
STEEL CONFORMING TO ASTM A615 -GRADE 60. ALL
DETAILING AND ACCESSORIES SHALL CONFORM TO
TYPICAL DETAILS SHOWN IN THE "MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED
CONC STRUCTURES ACI 315, LATEST EDITION".
3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS
IN FOOTINGS, FOUNDATIONS, WALLS, SLABS AND
OTHER CONC SHALL BE LAP -SPLICED 48 BAR DIAM. OR
T-0" MINIMUM WHICHEVER IS GREATER (EXCEPT AS
NOTED BY DRAWINGS). ALL BARS AT END OF CONT.
FTGS, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE
CONTINUED TO FAR SIDES OF INTERSECTING
ELEMENTS. SPLICES OF HORIZONTAL REINFORCING
SHALL OCCUR ONLY AT REINFORCED MASONRY
COLUMNS.
4. DETAILS OF CONCRETE REINFORCEMENT SHALL BE
IN ACCORDANCE WITH "THE MANUAL OF STANDARD
PRACTICE FOR REINFORCED CONCRETE
CONSTRUCTION", AS PUBLISHED BY THE CONCRETE
REINFORCING STEEL INSTITUTE, UNLESS OTHERWISE
NOTED.
5. REINFORCEMENT SHALL BE CAREFULLY PLACED,
RIGIDLY SUPPORTED, AND WELL TIED WITH BAR
SUPPORTS AND SPACERS.
6. ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS.
MASONRY
1. DESIGN OF MASONRY IS BASED ON "BUILDING CODE
REQUIREMENTS AND SPECIFICATION FOR MASONRY
STRUCTURES", (TMS 402-08/ACI 530-08/ASCE 5-08).
2. PROVIDE CLEAN-OUT/ INSPECTION BLOCKOUT AT
BASE OF ALL VERTICAL FILLED CELLS. VERTICAL
REINFORCING SHALL BE SECURED TO FOUNDATION
DOWELS AND BEAM REINFORCING TO PREVENT
DISPLACEMENT DURING HIGH LIFT GROUTING
OPERATIONS.
111 CAMELOT CT
WEST PALM BEACH, FL 33411
PH 561.722.4645
FAX : 561.729.0577
gapdesigngroup@yahoo.com
CONSULTANTS
HERBERT RUDERMAN
A
RU4,�i0
AR95113
800 N. TAM IAM I TRAIL
SUITE 406
SARASOTA, FL, 34236
718-755-8800
NICHOLS
JOANNE
61 NORTHWOODS LN
BOYNTON BEACH
FL, 33436
Z2110 -5-15 STRUCTURAL
1 09-31-15 STRUCTURAL
08-02-15
MARK DATE DESCRIPTION
PROJECT NO:
MODEL FILE:
DRAWN BY: G.P.
CHK'D BY:
COPYRIGHT
SHEET TITLE
_- ;, a o
WORK INVOLVED ON THIS PERMIT SHALL CONFORM
I ALL 17YOr-30ANWEAC DING CODES.
CV
T
SECTION A. TYP STRUCTURAL SECTION
11'-1 "
SCALE: 3/4"=1'-0"
33'-4" = _
11'-2"
;EXIST. 4X4 STEEL
COLUMN
EXIST. 4X4 STEEL EXIST 4X4 STEEL
COLUMN COLUMN EXIST 4X4 STEEL
COLUMNCD CD'
m
EXIST. REAR PATIO c c
-01-411
v
SLIDING GLASS DOOR
SLIDING GLASS DOOR SLIDING GLASS DOOR TO REMAIN
TO REMAIN TO REMAIN
LIVING SPACE
0'-0"
EXIST
A
33'-0"
. RSR PATIO
SALE: 1 /4"=1'-0"
1'-411, 1 3'-2" . 1 13'-2" ,
Ou
0
CV
COLUMN TYP
COLUMN TO
REMAIN TYP NEW SUN ROOM
GV
SLIDING
T
SS C
JE
TO REMAIN
OCV
LIVING SPACE
NEW SUN ROOM
SCALE: 1 /4"=1'-0"
NEW SLIDING GLASS
DOOR INSTALLED BY
MANUFACTURER
SPECIFICATIONS
c Q M
M
OF BEAM
OL 8-6" BOTTOM
8" C.M.0 W/ #5 BAR
AND 3000 PSI GROUT
AT EACH COLUMN
2#5REBAR.
TIES # 4 @ 16 O.C.
1# 5 CONT REBAR .
*TOP OF KNEW WALL 0'-6"
TOP OF SLAB ELV. 0'-0"
BETA 16 STRAP W/ 9-10d X 1-1/2" TO '
4X4 STEEL COLUMN ( WOOD BEAMS AND EMBED 4" INTO
CONCRETE TYP
TO REMAIN
1'-4" 8'-0"
EXIST. (2) 2X10 WOOD BEAM TO
REMAIN
EXISTING FOUNDATION TO REMAIN
EPDXY DOWEL @24 O.C.
TYP STRUCTURAL EL
DEMOLITION & CONSTRUCTION NOTES:
CONTRACTORS AND SUBCONTRACTORS SHALL
PERFORM ALL WORK TO MEET CODES, REGULATIONS,
AND RESTRICTIONS, HAVING JURISDICTION.
ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION BY CONTRACTOR AND/OR
SUBCONTRACTORS. THE CONTRACTOR AND/OR
SUBCONTRACTOR SHALL NOTIFY THE ARCHITECT OR
ENGINEER AND PROJECT MANAGER OF ANY
DISCREPANCIES PRIOR TO COMMENCING
CONSTRUCTION. IF CONTRACTOR AND/OR
SUBCONTRACTOR FAILS TO NOTIFY THE ARCHITECT
OR ENGINEER OR PROJECT MANAGER, THE
CONTRACTOR AND/OR SUBCONTRACTOR SHALL BEAR
ALL EXPENSE FOR CORRECTION.
ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS.
ADEQUATE BARRIERS SHALL BE PROVIDED TO
PROTECT PUBLIC AND ADJOINING PROPERTY.
ALL WORK SHALL CONFORM TO AT LEAST THE
MINIMUM STANDARDS OF THE 2014 FBC STANDARD
BUILDING CODE AND SUBSEQUENT AMENDMENTS.
TO THE BEST OF THE ARCHITECT KNOWLEDGE, THESE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES.
NOA PRESSURES NOA REQUIRED
Q Q Q 14-028.11 +60,-60 +32.1,-39.3
Q 14-028.11 +60,-60 +32.1,-35.3
SCALE: 3/4"=1'-0'
CONCRETE
1. STRUCTURAL CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000
PSI. UNLESS NOTED OTHERWISE ON PLAN OR IN
SPECIFICATIONS
2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP
OF 2 INCHES PLUS OR MINUS ONE INCH.
3. CONSTRUCTION JOINTS DESIGN AND LOCATION
SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF
THE PLANS AND SPECIFICATIONS. ANY
CONSTRUCTION OR CONTROL JOINTS DESIRED OR
PREFERRED BY THE CONTRACTOR SHALL BE
APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION OF THOSE AREAS INVOLVED.
4. CHECK ALL DRAWINGS AND APPLICABLE
MANUFACTURER'S SHOP DRAWINGS FOR LOCATION
OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES,
ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC.
WOOD
1. ALL FRAMING LUMBER SHALL BE STRESS GRADE
LUMBER (SOUTHERN YELLOW PINE) OR SIMILAR WITH
MIN. fb = 1500 PSF, #2 SPF AND MOISTURE CONTENT NOT
TO EXCEED 19%. ALL LUMBER IN CONTACT WITH
CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE
PRESSURE TREATED. PLYWOOD SHALL BE EXTERIOR
GRADE 5/8" CDX.
2. SUPPORT FOR ANY ROOF TOP OR CEILING HUNG
EQUIPMENT, PARTITIONS, OR ITEM SHALL BE
PROVIDED AND COORDINATED BY THE GENERAL
CONTRACTOR.
DESIGN LOADS:
WIND VELOCITY 170
MPH IMPORTANCE FACTOR 1.0
EXPOSURE C
ENCLOSED
INT. PRESSURE COEFF. +/-0.18
TO THE BEST OF THE ARCHITEC'S KNOWLEDGE, THE
STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
� GENERAL NOTES
EVATION
CONCRETE REINFORCINC
1. CONCRETE AND REINFORCING SHALL BE PLACED
ACCORDING TO ACI -318 AND MINIMUM CONCRETE
COVER SHALL BE:
BEAM AND COLUMNS - 1-1/2"
SLAB - 3/4"
EXPOSED UNPROTECTED CONCRETE - 1-1/2"
FORMED CONCRETE BELOW GRADE - 2"
UNFORMED CONCRETE BELOW GRADE - 3"
2. ALL REINFORCING STEEL SHALL BE NEW BILLET
STEEL CONFORMING TO ASTM A615 -GRADE 60. ALL
DETAILING AND ACCESSORIES SHALL CONFORM TO
TYPICAL DETAILS SHOWN IN THE "MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED
CONC STRUCTURES ACI 315, LATEST EDITION".
3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS
IN FOOTINGS, FOUNDATIONS, WALLS, SLABS AND
OTHER CONC SHALL BE LAP -SPLICED 48 BAR DIAM. OR
T-0" MINIMUM WHICHEVER IS GREATER (EXCEPT AS
NOTED BY DRAWINGS). ALL BARS AT END OF CONT.
FTGS, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE
CONTINUED TO FAR SIDES OF INTERSECTING
ELEMENTS. SPLICES OF HORIZON'T'AL, REINFORCING
SHALL OCCUR ONLY AT REINFORCED MASONRY
COLUMNS.
4. DETAILS OF CONCRETE REINFORCEMENT SHALL BE
IN ACCORDANCE WITH "THE MANUAL OF STANDARD
PRACTICE FOR REINFORCED CONCRETE
CONSTRUCTION", AS PUBLISHED BY THE CONCRETE
REINFORCING STEEL INSTITUTE, UNLESS OTHERWISE
NOTED.
5. REINFORCEMENT SHALL BE CAREFULLY PLACED,
RIGIDLY SUPPORTED, AND WELL TIED WITH BAR
SUPPORTS AND SPACERS.
6. ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS.
MASONRY
1. DESIGN OF MASONRY IS BASED ON "BUILDING CODE
REQUIREMENTS AND SPECIFICATION FOR MASONRY
STRUCTURES", (TMS 402-08/ACI 530-08/ASCE 5-08).
2. PROVIDE CLEAN-OUT/ INSPECTION BLOCKOUT AT
BASE OF ALL VERTICAL FILLED CELLS. VERTICAL
REINFORCING SHALL BE SECURED TO FOUNDATION
DOWELS AND BEAM REINFORCING TO PREVENT
DISPLACEMENT DURING HIGH LIFT GROUTING
OPERATIONS.
8" EPDXY #5 BAR INTO
EXIST. CONCRETE TYP
BY DA -
z
trical l
k Fire
E.
0 0ler
by:
4 i _
? Ftf? •aror;� �nvo,.ec on this pe,n it _".a co...o?ni Baan a
City of Boynton Bef Bui!c n ',-"p
111 CAMELOT CT
WEST PALM BEACH, FL 33411
PH 561.722.4645
FAX : 561.729.0577
gapdesigngroup@yahoo.com
CONSULTANTS
HERBERT RUDERMAN
AR 95113
foo A:3
D�`
800 N. TAM IAM I TRAIL
SUITE 406
SARASOTA, FL, 34236
718-755-8800
NICHOLS
JOANNE
61 NORTHWOODS LN
BOYNTON BEACH
FL, 33436
108-02-151 1
MARK I DATE I DESCRIPTION
PROJECT NO:
MODEL FILE:
DRAWN BY: G.P.
CHK'D BY:
COPYRIGHT
SHEET TITLE
FLOOR PLAN
3
rM
I
LE C�*g& iia �.
ek..
r
fK a " e3
MEMM
glummild
2sm;
lam w
mm
EMS
1 to
i1i
11Ti
kv 0
NMI'
11iiiiiIiiii_9
EXISTING FOUNDATION TO REMAIN
EPDXY DOWEL @24 O.C.
TYP STRUCTURAL EL
DEMOLITION & CONSTRUCTION NOTES:
CONTRACTORS AND SUBCONTRACTORS SHALL
PERFORM ALL WORK TO MEET CODES, REGULATIONS,
AND RESTRICTIONS, HAVING JURISDICTION.
ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION BY CONTRACTOR AND/OR
SUBCONTRACTORS. THE CONTRACTOR AND/OR
SUBCONTRACTOR SHALL NOTIFY THE ARCHITECT OR
ENGINEER AND PROJECT MANAGER OF ANY
DISCREPANCIES PRIOR TO COMMENCING
CONSTRUCTION. IF CONTRACTOR AND/OR
SUBCONTRACTOR FAILS TO NOTIFY THE ARCHITECT
OR ENGINEER OR PROJECT MANAGER, THE
CONTRACTOR AND/OR SUBCONTRACTOR SHALL BEAR
ALL EXPENSE FOR CORRECTION.
ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS.
ADEQUATE BARRIERS SHALL BE PROVIDED TO
PROTECT PUBLIC AND ADJOINING PROPERTY.
ALL WORK SHALL CONFORM TO AT LEAST THE
MINIMUM STANDARDS OF THE 2014 FBC STANDARD
BUILDING CODE AND SUBSEQUENT AMENDMENTS.
TO THE BEST OF THE ARCHITECT KNOWLEDGE, THESE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES.
NOA PRESSURES NOA REQUIRED
Q Q Q 14-028.11 +60,-60 +32.1,-39.3
Q 14-028.11 +60,-60 +32.1,-35.3
SCALE: 3/4"=1'-0'
CONCRETE
1. STRUCTURAL CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000
PSI. UNLESS NOTED OTHERWISE ON PLAN OR IN
SPECIFICATIONS
2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP
OF 2 INCHES PLUS OR MINUS ONE INCH.
3. CONSTRUCTION JOINTS DESIGN AND LOCATION
SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF
THE PLANS AND SPECIFICATIONS. ANY
CONSTRUCTION OR CONTROL JOINTS DESIRED OR
PREFERRED BY THE CONTRACTOR SHALL BE
APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION OF THOSE AREAS INVOLVED.
4. CHECK ALL DRAWINGS AND APPLICABLE
MANUFACTURER'S SHOP DRAWINGS FOR LOCATION
OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES,
ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC.
WOOD
1. ALL FRAMING LUMBER SHALL BE STRESS GRADE
LUMBER (SOUTHERN YELLOW PINE) OR SIMILAR WITH
MIN. fb = 1500 PSF, #2 SPF AND MOISTURE CONTENT NOT
TO EXCEED 19%. ALL LUMBER IN CONTACT WITH
CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE
PRESSURE TREATED. PLYWOOD SHALL BE EXTERIOR
GRADE 5/8" CDX.
2. SUPPORT FOR ANY ROOF TOP OR CEILING HUNG
EQUIPMENT, PARTITIONS, OR ITEM SHALL BE
PROVIDED AND COORDINATED BY THE GENERAL
CONTRACTOR.
DESIGN LOADS:
WIND VELOCITY 170
MPH IMPORTANCE FACTOR 1.0
EXPOSURE C
ENCLOSED
INT. PRESSURE COEFF. +/-0.18
TO THE BEST OF THE ARCHITEC'S KNOWLEDGE, THE
STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
� GENERAL NOTES
EVATION
CONCRETE REINFORCINC
1. CONCRETE AND REINFORCING SHALL BE PLACED
ACCORDING TO ACI -318 AND MINIMUM CONCRETE
COVER SHALL BE:
BEAM AND COLUMNS - 1-1/2"
SLAB - 3/4"
EXPOSED UNPROTECTED CONCRETE - 1-1/2"
FORMED CONCRETE BELOW GRADE - 2"
UNFORMED CONCRETE BELOW GRADE - 3"
2. ALL REINFORCING STEEL SHALL BE NEW BILLET
STEEL CONFORMING TO ASTM A615 -GRADE 60. ALL
DETAILING AND ACCESSORIES SHALL CONFORM TO
TYPICAL DETAILS SHOWN IN THE "MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED
CONC STRUCTURES ACI 315, LATEST EDITION".
3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS
IN FOOTINGS, FOUNDATIONS, WALLS, SLABS AND
OTHER CONC SHALL BE LAP -SPLICED 48 BAR DIAM. OR
T-0" MINIMUM WHICHEVER IS GREATER (EXCEPT AS
NOTED BY DRAWINGS). ALL BARS AT END OF CONT.
FTGS, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE
CONTINUED TO FAR SIDES OF INTERSECTING
ELEMENTS. SPLICES OF HORIZON'T'AL, REINFORCING
SHALL OCCUR ONLY AT REINFORCED MASONRY
COLUMNS.
4. DETAILS OF CONCRETE REINFORCEMENT SHALL BE
IN ACCORDANCE WITH "THE MANUAL OF STANDARD
PRACTICE FOR REINFORCED CONCRETE
CONSTRUCTION", AS PUBLISHED BY THE CONCRETE
REINFORCING STEEL INSTITUTE, UNLESS OTHERWISE
NOTED.
5. REINFORCEMENT SHALL BE CAREFULLY PLACED,
RIGIDLY SUPPORTED, AND WELL TIED WITH BAR
SUPPORTS AND SPACERS.
6. ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS.
MASONRY
1. DESIGN OF MASONRY IS BASED ON "BUILDING CODE
REQUIREMENTS AND SPECIFICATION FOR MASONRY
STRUCTURES", (TMS 402-08/ACI 530-08/ASCE 5-08).
2. PROVIDE CLEAN-OUT/ INSPECTION BLOCKOUT AT
BASE OF ALL VERTICAL FILLED CELLS. VERTICAL
REINFORCING SHALL BE SECURED TO FOUNDATION
DOWELS AND BEAM REINFORCING TO PREVENT
DISPLACEMENT DURING HIGH LIFT GROUTING
OPERATIONS.
8" EPDXY #5 BAR INTO
EXIST. CONCRETE TYP
BY DA -
z
trical l
k Fire
E.
0 0ler
by:
4 i _
? Ftf? •aror;� �nvo,.ec on this pe,n it _".a co...o?ni Baan a
City of Boynton Bef Bui!c n ',-"p
111 CAMELOT CT
WEST PALM BEACH, FL 33411
PH 561.722.4645
FAX : 561.729.0577
gapdesigngroup@yahoo.com
CONSULTANTS
HERBERT RUDERMAN
AR 95113
foo A:3
D�`
800 N. TAM IAM I TRAIL
SUITE 406
SARASOTA, FL, 34236
718-755-8800
NICHOLS
JOANNE
61 NORTHWOODS LN
BOYNTON BEACH
FL, 33436
108-02-151 1
MARK I DATE I DESCRIPTION
PROJECT NO:
MODEL FILE:
DRAWN BY: G.P.
CHK'D BY:
COPYRIGHT
SHEET TITLE
FLOOR PLAN
3
rM
I
LE C�*g& iia �.
ek..
r
fK a " e3
MEMM
I
2sm;
mm
EMS
1 to
I=
11ME
wfi-
N
EXISTING FOUNDATION TO REMAIN
EPDXY DOWEL @24 O.C.
TYP STRUCTURAL EL
DEMOLITION & CONSTRUCTION NOTES:
CONTRACTORS AND SUBCONTRACTORS SHALL
PERFORM ALL WORK TO MEET CODES, REGULATIONS,
AND RESTRICTIONS, HAVING JURISDICTION.
ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO
CONSTRUCTION BY CONTRACTOR AND/OR
SUBCONTRACTORS. THE CONTRACTOR AND/OR
SUBCONTRACTOR SHALL NOTIFY THE ARCHITECT OR
ENGINEER AND PROJECT MANAGER OF ANY
DISCREPANCIES PRIOR TO COMMENCING
CONSTRUCTION. IF CONTRACTOR AND/OR
SUBCONTRACTOR FAILS TO NOTIFY THE ARCHITECT
OR ENGINEER OR PROJECT MANAGER, THE
CONTRACTOR AND/OR SUBCONTRACTOR SHALL BEAR
ALL EXPENSE FOR CORRECTION.
ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS.
ADEQUATE BARRIERS SHALL BE PROVIDED TO
PROTECT PUBLIC AND ADJOINING PROPERTY.
ALL WORK SHALL CONFORM TO AT LEAST THE
MINIMUM STANDARDS OF THE 2014 FBC STANDARD
BUILDING CODE AND SUBSEQUENT AMENDMENTS.
TO THE BEST OF THE ARCHITECT KNOWLEDGE, THESE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES.
NOA PRESSURES NOA REQUIRED
Q Q Q 14-028.11 +60,-60 +32.1,-39.3
Q 14-028.11 +60,-60 +32.1,-35.3
SCALE: 3/4"=1'-0'
CONCRETE
1. STRUCTURAL CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000
PSI. UNLESS NOTED OTHERWISE ON PLAN OR IN
SPECIFICATIONS
2. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP
OF 2 INCHES PLUS OR MINUS ONE INCH.
3. CONSTRUCTION JOINTS DESIGN AND LOCATION
SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF
THE PLANS AND SPECIFICATIONS. ANY
CONSTRUCTION OR CONTROL JOINTS DESIRED OR
PREFERRED BY THE CONTRACTOR SHALL BE
APPROVED BY THE ENGINEER PRIOR TO
CONSTRUCTION OF THOSE AREAS INVOLVED.
4. CHECK ALL DRAWINGS AND APPLICABLE
MANUFACTURER'S SHOP DRAWINGS FOR LOCATION
OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES,
ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC.
WOOD
1. ALL FRAMING LUMBER SHALL BE STRESS GRADE
LUMBER (SOUTHERN YELLOW PINE) OR SIMILAR WITH
MIN. fb = 1500 PSF, #2 SPF AND MOISTURE CONTENT NOT
TO EXCEED 19%. ALL LUMBER IN CONTACT WITH
CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE
PRESSURE TREATED. PLYWOOD SHALL BE EXTERIOR
GRADE 5/8" CDX.
2. SUPPORT FOR ANY ROOF TOP OR CEILING HUNG
EQUIPMENT, PARTITIONS, OR ITEM SHALL BE
PROVIDED AND COORDINATED BY THE GENERAL
CONTRACTOR.
DESIGN LOADS:
WIND VELOCITY 170
MPH IMPORTANCE FACTOR 1.0
EXPOSURE C
ENCLOSED
INT. PRESSURE COEFF. +/-0.18
TO THE BEST OF THE ARCHITEC'S KNOWLEDGE, THE
STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH
THE APPLICABLE MINIMUM BUILDING CODES.
� GENERAL NOTES
EVATION
CONCRETE REINFORCINC
1. CONCRETE AND REINFORCING SHALL BE PLACED
ACCORDING TO ACI -318 AND MINIMUM CONCRETE
COVER SHALL BE:
BEAM AND COLUMNS - 1-1/2"
SLAB - 3/4"
EXPOSED UNPROTECTED CONCRETE - 1-1/2"
FORMED CONCRETE BELOW GRADE - 2"
UNFORMED CONCRETE BELOW GRADE - 3"
2. ALL REINFORCING STEEL SHALL BE NEW BILLET
STEEL CONFORMING TO ASTM A615 -GRADE 60. ALL
DETAILING AND ACCESSORIES SHALL CONFORM TO
TYPICAL DETAILS SHOWN IN THE "MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED
CONC STRUCTURES ACI 315, LATEST EDITION".
3. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS
IN FOOTINGS, FOUNDATIONS, WALLS, SLABS AND
OTHER CONC SHALL BE LAP -SPLICED 48 BAR DIAM. OR
T-0" MINIMUM WHICHEVER IS GREATER (EXCEPT AS
NOTED BY DRAWINGS). ALL BARS AT END OF CONT.
FTGS, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE
CONTINUED TO FAR SIDES OF INTERSECTING
ELEMENTS. SPLICES OF HORIZON'T'AL, REINFORCING
SHALL OCCUR ONLY AT REINFORCED MASONRY
COLUMNS.
4. DETAILS OF CONCRETE REINFORCEMENT SHALL BE
IN ACCORDANCE WITH "THE MANUAL OF STANDARD
PRACTICE FOR REINFORCED CONCRETE
CONSTRUCTION", AS PUBLISHED BY THE CONCRETE
REINFORCING STEEL INSTITUTE, UNLESS OTHERWISE
NOTED.
5. REINFORCEMENT SHALL BE CAREFULLY PLACED,
RIGIDLY SUPPORTED, AND WELL TIED WITH BAR
SUPPORTS AND SPACERS.
6. ADEQUATE VERTICAL AND HORIZONTAL SHORING
SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS.
MASONRY
1. DESIGN OF MASONRY IS BASED ON "BUILDING CODE
REQUIREMENTS AND SPECIFICATION FOR MASONRY
STRUCTURES", (TMS 402-08/ACI 530-08/ASCE 5-08).
2. PROVIDE CLEAN-OUT/ INSPECTION BLOCKOUT AT
BASE OF ALL VERTICAL FILLED CELLS. VERTICAL
REINFORCING SHALL BE SECURED TO FOUNDATION
DOWELS AND BEAM REINFORCING TO PREVENT
DISPLACEMENT DURING HIGH LIFT GROUTING
OPERATIONS.
8" EPDXY #5 BAR INTO
EXIST. CONCRETE TYP
BY DA -
z
trical l
k Fire
E.
0 0ler
by:
4 i _
? Ftf? •aror;� �nvo,.ec on this pe,n it _".a co...o?ni Baan a
City of Boynton Bef Bui!c n ',-"p
111 CAMELOT CT
WEST PALM BEACH, FL 33411
PH 561.722.4645
FAX : 561.729.0577
gapdesigngroup@yahoo.com
CONSULTANTS
HERBERT RUDERMAN
AR 95113
foo A:3
D�`
800 N. TAM IAM I TRAIL
SUITE 406
SARASOTA, FL, 34236
718-755-8800
NICHOLS
JOANNE
61 NORTHWOODS LN
BOYNTON BEACH
FL, 33436
108-02-151 1
MARK I DATE I DESCRIPTION
PROJECT NO:
MODEL FILE:
DRAWN BY: G.P.
CHK'D BY:
COPYRIGHT
SHEET TITLE
FLOOR PLAN
3
rM
I
LE C�*g& iia �.
ek..
r
fK a " e3
REMOVE SUFFIX TUB TO REMOVE
TUB TO REMOVE
SINKS TO REPLACE
PARTITION TO REMOVE i
SHOWER TO REMOVE ---ZX
TOILET TO REPLACE
SINKS TO REPLACE
TOILET TO REPLACE
EXIST. BATHROOMS PLAN
NEW BATHROOMS PLAN
SCALE: 1/4"=1'-0"
INDEX
A-1 SCOPE OF WORK, BATHROOM AND KITCHEN FLOOR PLAN,
BATHROOM AND KITCHEN ELECTRIC PLAN
BATHROOM AND KITCHEN PLUMBING PLAN
S-1 STRUCTURAL NOTES, SLIDING GLASS DOOR TO INSTALL AT
REAR PATIO
NOTES
ALL WORK SHALL COMPLY WITH THE F.B.C. CODE 2014 EDITION. THE
ASCE-7-10 AND ALL OTHERS APPLICABLE CODES AND REGULATIONS.
SCOPE OF THE WORK
1. ELECTRIC WORK TO PERFORM IN BATHROMS AND KITCHEN
2. PLUMBING FIXTURES TO REPLACE OR CHANGE
3. INSTALL NEW SLIDING GLASS DOOR
IMT&1101030:1
WSHOWER
VEW TOILET
,.IJV SINK
NEW BATHROOMS PLUMBING PLAN
SCALE: 1/4"=1'-0"
PLUMBING NOTES:
1. ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH THE 6. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS
SOUTH FLORIDA BUILDING CODE 2014, STATE AND LOCAL AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND
\°
ORDINANCES. INSTALLATION OF MATERIALS AND EQUIPMENT.
i---------
i
P rbing
B. PROVIDE CLEANOUTS AS PER F.B.C. 7. COORDINATE WORK WITH OTHER TRADES.
�i�anical
ZL
0
,Mice
SHOWER TO REMOVE ---ZX
TOILET TO REPLACE
SINKS TO REPLACE
TOILET TO REPLACE
EXIST. BATHROOMS PLAN
NEW BATHROOMS PLAN
SCALE: 1/4"=1'-0"
INDEX
A-1 SCOPE OF WORK, BATHROOM AND KITCHEN FLOOR PLAN,
BATHROOM AND KITCHEN ELECTRIC PLAN
BATHROOM AND KITCHEN PLUMBING PLAN
S-1 STRUCTURAL NOTES, SLIDING GLASS DOOR TO INSTALL AT
REAR PATIO
NOTES
ALL WORK SHALL COMPLY WITH THE F.B.C. CODE 2014 EDITION. THE
ASCE-7-10 AND ALL OTHERS APPLICABLE CODES AND REGULATIONS.
SCOPE OF THE WORK
1. ELECTRIC WORK TO PERFORM IN BATHROMS AND KITCHEN
2. PLUMBING FIXTURES TO REPLACE OR CHANGE
3. INSTALL NEW SLIDING GLASS DOOR
IMT&1101030:1
WSHOWER
VEW TOILET
,.IJV SINK
NEW BATHROOMS PLUMBING PLAN
SCALE: 1/4"=1'-0"
PLUMBING NOTES:
1. ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH THE 6. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS
PLUMBING NOTES
WALL
Z
BACKER
'ERPROOF
4BRANE
PAN SHOWER TYP. DETAIL
N.T.S
EXIST. KITCHEN PLAN
SCALE: 1/4"=1'-0"
(6) 4" HIGH HATS
NEW KITCHEN ELECTRIC PLAN
SCALE: 1/4"=l'—O"
"'t -`N LED HIGH HATS
REVIEWED BY
SOUTH FLORIDA BUILDING CODE 2014, STATE AND LOCAL AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND
ORDINANCES. INSTALLATION OF MATERIALS AND EQUIPMENT.
A. FIXTURES ARE TO COMPLY WITH F.B.C.
P rbing
B. PROVIDE CLEANOUTS AS PER F.B.C. 7. COORDINATE WORK WITH OTHER TRADES.
�i�anical
2. PLUMBING CONTRACTOR SHALL PAY ALL FEES, 8. FURNISH AND INSTALL PLUMBING FIXTURES AS SPECIFIED IN
INSPECTION AND CONNECTION CHARGES REQUIRED. FIXTURE SCHEDULE, OR EQUAL.
,Mice
9. EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR
3. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK CHAMBERS AS PER F.B.C.
FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A
by:
PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 10. PROVIDE SHUT OFF VALVE VOR EACH FIXTURE.
s
4. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALLl1. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A
ft vdGxk �7d ed o tris pe r,t
EQUIPMENT, MATERIALS AND LAYOUTS PRIOR TO DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH
�'. Bo, �n qe�,. Rt �C✓ <3
INSTALLATION. TYPES OF PIPES.
5. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING 12. PROVIDE PIPING AS FOLLOWS:
STRUCTURE, DUCTWORK, ETC. AS REQUIRED BY FIELD DOMESTIC COLD/HOT WATER PIPING AND EWH P&T RELIEF DRAIN
CONDITIONS. COORDINATE WITH ALL EXISTING AND NEW PIPE: COPPER TUBE TYPE L OR M ABOVEGROUND WITH SOLDER
WORK, JOINTS, MIN. 125 LB. WOG BRONZE VALVES.
PLUMBING NOTES
WALL
Z
BACKER
'ERPROOF
4BRANE
PAN SHOWER TYP. DETAIL
N.T.S
EXIST. KITCHEN PLAN
SCALE: 1/4"=1'-0"
(6) 4" HIGH HATS
NEW KITCHEN ELECTRIC PLAN
SCALE: 1/4"=l'—O"
"'t -`N LED HIGH HATS
REVIEWED BY
,r
P rbing
nt
�i�anical
,Mice
by:
s
ft vdGxk �7d ed o tris pe r,t
Ori
�'. Bo, �n qe�,. Rt �C✓ <3
NEW BATHROOMS ELECTRIC PLAN
SCALE: 1/4"=1'-0"
ALL RECEPTACLES IN KITCHEN TO COMPLY WITH NEC 210.521.
SMOKE DETECTORS IN RESIDENT TO COMPLY WITH 2010 FBC R314.3.1; R314.4
NEC 210.128
SMOKE ALARMS. UPGRADE SAFETY LIFE
INSTALL SMOKE DETECTORS, 110 VOLT., INTERCONNECTED, HARD WIRED,
ARC FAULT PROTECTED IN BEDROOMS AND HALLWAY
111 CAMELOT CT
WEST PALM BEACH, FL 33411
PH 561.722.4645
FAX : 561.729.0577
gapdesigngroup@yahoo.com
CONSULTANTS
® °Ft0
800 N. TAM IAM I TRAIL
SUITE 406
SARASOTA, FL, 34236
718-755-8800
NICHOLS
JOANNE
61 NORTHWOODS LN
BOYNTON BEACH
FL, 33436
08-02-15
MARK I DATE I DESCRIPTION
PROJECT NO:
MODEL FILE:
DRAWN BY: G. P.
CHK'D BY.
. - -
SHEET
WIG;
IG� 7 "')1"I
F I L E C 0 PYA
UILV,I G i 1VfiS*2N.
FLOOR PLAN
A-1
P-1
E-1
1/2" HOT WATER
1/2" HOT WATER
EXIST. 1/2" HOT WATER 1
I �
IN
I �
EXIST. WATER RISER
N.T.S
1/2" COOL WATER
1/2" HOT WATER
1/2" COOL WATER
1/2" HOT WATER
EXIST. 1/2 " COOL WATER TO REMAIN
EXIST. 1/2" HOT WATER TO REMAIN
EXIST. 1/2" COOL WATER MAIN LINE
'LV.T.R. VERIFY
I CVICT T/1 MCRAA IAI
EXIST. WASTE RISER
N.T.S
ST TO REMAIN
U
EXIST. TO REMAIN
SP _0 -
s
e� �.,
El L <"4,
111 CAMELOT CT
WEST PALM BEACH, FL 33411
PH 561.722.4645
FAX : 561.729.0577
gapdesigngroup@yahoo.com
CONSULTANTS
800 N. TAMIAMI TRAIL
SUITE 406
SARASOTA, FL, 34236
718-755-8800
NICHOLS
JOANNE
61 NORTHWOODS LN
BOYNTON BEACH
FL, 33436
/1\ 109-27-15 PLUMBING
08-02-15
MARK DATE DESCRIPTION
PROJECT NO:
MODEL FILE:
DRAWN BY: G.P.
CHK'D BY:
COPYRIGHT
SHEET TITLE e
FLOOR PLAN
i
i
I
I
I
I
I/
/
/
/
/
/
/
/
/
/
/
/
/
/
EXIST. WATER RISER
N.T.S
1/2" COOL WATER
1/2" HOT WATER
1/2" COOL WATER
1/2" HOT WATER
EXIST. 1/2 " COOL WATER TO REMAIN
EXIST. 1/2" HOT WATER TO REMAIN
EXIST. 1/2" COOL WATER MAIN LINE
'LV.T.R. VERIFY
I CVICT T/1 MCRAA IAI
EXIST. WASTE RISER
N.T.S
ST TO REMAIN
U
EXIST. TO REMAIN
SP _0 -
s
e� �.,
El L <"4,
111 CAMELOT CT
WEST PALM BEACH, FL 33411
PH 561.722.4645
FAX : 561.729.0577
gapdesigngroup@yahoo.com
CONSULTANTS
800 N. TAMIAMI TRAIL
SUITE 406
SARASOTA, FL, 34236
718-755-8800
NICHOLS
JOANNE
61 NORTHWOODS LN
BOYNTON BEACH
FL, 33436
/1\ 109-27-15 PLUMBING
08-02-15
MARK DATE DESCRIPTION
PROJECT NO:
MODEL FILE:
DRAWN BY: G.P.
CHK'D BY:
COPYRIGHT
SHEET TITLE e
FLOOR PLAN
/
/
/
/
/
/
/
/
/
/
/
/
/
/
EXIST. WATER RISER
N.T.S
1/2" COOL WATER
1/2" HOT WATER
1/2" COOL WATER
1/2" HOT WATER
EXIST. 1/2 " COOL WATER TO REMAIN
EXIST. 1/2" HOT WATER TO REMAIN
EXIST. 1/2" COOL WATER MAIN LINE
'LV.T.R. VERIFY
I CVICT T/1 MCRAA IAI
EXIST. WASTE RISER
N.T.S
ST TO REMAIN
U
EXIST. TO REMAIN
SP _0 -
s
e� �.,
El L <"4,
111 CAMELOT CT
WEST PALM BEACH, FL 33411
PH 561.722.4645
FAX : 561.729.0577
gapdesigngroup@yahoo.com
CONSULTANTS
800 N. TAMIAMI TRAIL
SUITE 406
SARASOTA, FL, 34236
718-755-8800
NICHOLS
JOANNE
61 NORTHWOODS LN
BOYNTON BEACH
FL, 33436
/1\ 109-27-15 PLUMBING
08-02-15
MARK DATE DESCRIPTION
PROJECT NO:
MODEL FILE:
DRAWN BY: G.P.
CHK'D BY:
COPYRIGHT
SHEET TITLE e
FLOOR PLAN
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