HomeMy WebLinkAboutNew Opening Plans and Details - S1, S2MATCH EXISTING
FF EL
REF ARCH
TOC EL
A
BB
EXISTING CONT
WALL FTG
EXISTING 8" CMU WALL
1/2" DIA x 10" SMOOTH DOWELS AT
24" OC (3 MIN) CENTERED ON JOINT
WITH GREASE ONE END; LOCATE
DOWEL 4" FROM FACE OF CMU EA END
(1) #4 CONT
#4 x 2'-0" DOWELS AT 16" OC;
DRILL AND EMBED 4" INTO
EXISTING GROUTED CMU
WITH ADHESIVE ANCHOR
(REF SPECS)10"1'-2"
REF ARCH
8"SLOPE
8" CMU BEYOND
REMOVE AND REPLACE
CONCRETE PAVING AS REQD
1/2" DIA x 10" SMOOTH ROUND
DOWELS AT 24" OC CENTERED
ON JOINT; DOWELS MUST BE
LEVEL AND SQUARE WITH JOINT
6"1/2" DIA x 10" SMOOTH DOWELS AT 24" OC
(3 MIN); GREASE END IN NEW SLAB AND
CENTER ON JOINT; DRILL AND EMBED 5"
INTO EXISTING SLAB WITH ADHESIVE
ANCHOR (REF SPECS)
EXISTING CONC SLAB
EXISTING
CONCRETE PAVING
1/2" DIA x 10" SMOOTH DOWELS
AT 24" OC (3 MIN); GREASE END
IN NEW SLAB AND CENTER ON
JOINT; DRILL AND EMBED 5" INTO
EXISTING SLAB WITH ADHESIVE
ANCHOR (REF SPECS)
NOTE:
DOWELS MUST BE LEVEL
AND SQUARE WITH JOINT.
NEW
OPENING
NEW CONCRETE SLAB
(3'-4" MAX)
REF PLAN
(2) #6 CONT
PROVIDE (1) #6 BAR EF FOR
LENGTH REQUIRED, TYP
GROUT ALL REINFORCED
CELLS AND CONTINUE REINF TO
BOTTOM OF EXISTING BOND BEAM
PER ELEVATION, TYP2 3/4"2 3/4" 8"
SECTION A -12" CMU WALL SECTION B -12" CMU WALL
OH
NOTES:
1. RE-POINT ALL AFFECTED MORTAR JOINTS.
2. ALL WORK SHOWN IN THIS DETAIL SHALL BE
DONE ON INSIDE FACE OF WALL, UNLESS
APPROVED BY ARCHITECT OF RECORD.
3. SHORE EXISTING STRUCTURE AS REQUIRED
PRIOR TO STARTING ANY NEW WORK.
4. EXISTING BOND BEAM REINF SHALL NOT BE CUT
OR DAMAGED.
5. EXTEND GROUTED LINTEL REINF 2'-0" OR 40 db
(WHICHEVER IS GREATER) BEYOND FACE OF
OPENING EA SIDE.
INSTALL #6 DOWEL x 2'-0" IN EACH
VERTICAL CELL; EMBED 4" INTO
EXISTING CMU BOND BEAM WITH
ADHESIVE ANCHOR (REF SPECS)
IF EXISTING VERTICAL WALL REINF IN
GROUTED CELL IS PRESENT, CHIP OUT
GROUT AS REQUIRED TO PLACE
LINTEL REINFORCING. DO NOT
DAMAGE EXISTING REINFORCING
REPLACE JAMB BLOCKS AND GROUT SOLID
WITH FINE OR COARSE GROUT; SURFACE
TREATMENT OF NEW BLOCK TO MATCH
ORIGINAL (SPLIT FACE OR SMOOTH FACE)
INSTALL NEW REINFORCEMENT; REF JAMB
DETAIL FOR SIZE AND REINFORCING; SPLICE
BARS 39" AND USE BARS WITH 6'-0" TO 8'-0"
LENGTHS; IF EXISTING VERTICAL WALL
REINFORCEMENT IN GROUTED CELL IS
PRESENT, THIS IS NOT REQUIRED
SAWCUT AND REMOVE CMU WALL AS
REQUIRED TO PROVIDE OPENING AND LINTEL;
CONTRACTOR SHALL PROVIDE SHORING
PRIOR TO WALL DEMOLITION
INSTALL #6 DOWEL x 2'-0" IN EACH
VERTICAL CELL; EMBED 4" INTO
EXISTING CMU WITH ADHESIVE
ANCHOR (REF SPECS)
CLEAN OUT ALL CELLS TO RECEIVE NEW
REINF; REMOVE ALL DEBRIS, INSULATION,
LOOSE MORTAR AND MORTAR WHICH
OBSTRUCTS THE FLOW OF GROUT PRIOR
TO INSTALLATION OF REINFORCEMENT
SAWCUT AND REMOVE EXISTING
FACE SHELLS AS NECESSARY TO
INSTALL NEW REINF AND TO CLEAN
OUT ALL VERTICAL CELLS
INSTALL NEW LINTEL BLOCK AND
REINFORCEMENT; REF LINTEL DETAIL
FOR SIZE AND REINFORCING
RESTORE THE FACE OF THE CMU BY
INSTALLING SOAP BLOCKS AND NEW
BLOCKS AS NECESSARY; SURFACE
TREATMENT OF NEW BLOCK TO MATCH
ORIGINAL (SPLIT FACE OR SMOOTH FACE)
SAWCUT AND REMOVE FACE SHELLS IN
THE COURSE ABOVE THE LINTEL AS
NECESSARY TO GROUT THE NEW LINTEL
GROUT SOLID ALL CELLS CONTAINING
REINFORCING WITH FINE OR COARSE
GROUT USING THE LOW LIFT METHOD
(5'-0" MAX. GROUT LIFTS); GROUT TO BE
CONSOLIDATED USING VIBRATORS
BO BOND BEAM EL
112'-8" (FIELD VERIFY)(NOM) 8 "
(NOM)
1'-0"3 1/2"TYP
REF NOTE #5
EXISTING 12"
CMU WALL
EXISTING 12"
CMU WALL
REF ARCH
TO OPNG EL
MATCH EXISTING
FF EL
7
B
D
EXISTING CONT WALL FTG
EXISTING CMU WALL
2
S1
REMOVE SLAB AS REQD TO
ALLOW FOR REMOVAL OF CMU
TO 8" BELOW FINISHED FLOOR
INTERIOR
EXTERIOR
NOTES:
1. SHORE EXISTING STRUCTURE AS REQUIRED PRIOR TO
STARTING ANY NEW WORK.
2. IF A CMU CONTROL JOINT IS LOCATED WITHIN THE NEW
OPENING OR 2'-8" EITHER SIDE OF NEW OPENING. NOTIFY
ENGINEER OF RECORD PRIOR TO CUTTING OF WALL.
3
S1 3' - 4"EXISTING CMU
CONTROL JOINT, TYP
EXISTING OPENING
6.7
10' - 0"BUILDING KEY PLAN
1 2 7 8
A
C
K
B
D
5
F
ABOVE
ABOVE
S1
1
S2
2
S2
3
ABOVE
S1
4
STATEMENT OF SPECIAL
INSPECTIONS
SPECIAL INSPECTIONS ARE REQUIRED. REFER TO APPENDIX B OF THE
PROJECT SPECIFICATIONS FOR THE FOLLOWING INFORMATION
REGARDING THE REQUIREMENTS OF SPECIAL INSPECTIONS:
1. THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED
TO HAVE SPECIAL INSPECTIONS.
2. THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION.
3. THE TYPE AND EXTENT OF EACH TEST.
4. ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR WIND OR
SEISMIC RESISTANCE (WHEN APPLICABLE).
5. THE FREQUENCY OF SPECIAL INSPECTIONS AND TESTING.
1
E.32' - 0"2' - 0"ON 1-S2REF NOTE #1EXISTING CMU JOINT
1
S2
A. BUILDING CODE 2023 FBC
B. WIND LOADS
1. ULTIMATE WIND SPEED 169 MPH
2. NOMINAL WIND SPEED 131 MPH
3. RISK CATEGORY II
4. EXPOSURE CATEGORY C
5. ENCLOSURE CLASSIFICATION ENCLOSED
C. DOOR DESIGN WIND PRESSURE (SERVICE)
1. MAN DOOR ±46.6 PSF
DOOR DESIGN LOADS P (407) 661-9100F (407) 661-9101c-p.comFlorida Corporate Certificate #AA C0005262600 Maitland Center ParkwaySuite #200Maitland, FL 32751ENGINEER OF RECORD:
BENJAMIN BRYAN BAILEY, P.E.
930 CENTRAL ST.
KANSAS CITY, MO 64105
FL LICENSE #88408JOHNSTONBAURKHOLDERSSOCIATESc o n s u l t i n g s t r u c t u r a l e n g i n e e r s930 C 816.421.4200 ·· K C MO ENTRAL ANSASITY,64105 WWW.JBAENGR.COMSHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.JBA NO. 25350059114/21/2026 9:13:33 AMS1
NEW
OPENING
PLANS AND
DETAILS
POI20240347BOYNTON BEACH, FL11/07/2511/07/25STORE NO: 05911 - 2769006/27/25BOYNTON BEACH, FLJSH3625 S FEDERAL HWY3/4" = 1'-0"2 SLAB AT OPENING WITH STOOP
4.0-3
3/4" = 1'-0"3 CMU LINTEL AT OPENING IN EXISTING WALL
4.1-1
1/8" = 1'-0"1 NEW OPENING PLAN
GENERAL NOTES
GENERAL
1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO
THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK.
2. EXISTING CONDITIONS SHOWN MAY NOT REFLECT EXACT “AS-BUILT” CONDITIONS. BIDDERS SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BID. WITHIN
ONE WEEK FROM THE START OF CONSTRUCTION DATE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIAL, MEASUREMENTS, AND ELEVATIONS AND SHALL
NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE OWNER’S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR FORESEEN PROBLEMS. GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD MEASUREMENTS, EXISTING CONDITIONS, AND KNOWN COMPLICATIONS WITH THE MATERIAL SUPPLIERS.
3. GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION AND NEW CONSTRUCTION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS.
4. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC DURING CONSTRUCTION. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY
OWNER'S REPRESENTATIVE, TO THE OWNER'S SATISFACTION AT NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME.
5. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING OR CREATING DAMAGE OF ANY KIND IN THE FUTURE.
6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND MAINTAINING STABLITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
7. BEFORE OR CONCURRENT WITH ANY EXCAVATIONS ADJACENT TO THE EXISTING BUILDING FOUNDATION OR SLAB, GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING
TEMPORARY SUPPORT FOR THE BASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING.
8. GENERAL CONTRACTOR SHALL PROVIDE FIRE PROTECTION FOR THE EXISTING STRUCTURE AND BUILDING CONTENTS DURING WELDING OR ANY OTHER CONSTRUCTION
ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT.
9. THE STRUCTURAL ENGINEER OF RECORD, ITS EMPLOYEES, AND REPRESENTATIVES SHALL NOT BE RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION
MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK; NOR WILL
THEY BE RESPONSIBLE FOR ANY FAILURE BY THE CONTRACTOR TO PERFORM OR COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
CONCRETE AND REINFORCING STEEL
1. MINIMUM COMPRESSIVE STRENGTH (f'c) AT THE END OF 28 DAYS SHALL BE AS FOLLOWS:
A. INTERIOR CAST-IN-PLACE CONCRETE SLABS 4000 PSI SPECIFICATION SECTION 03314
B. EXTERIOR CAST-IN-PLACE CONCRETE SLABS REF SPECS SPECIFICATION SECTION 03310
FOR ALL OTHER CONCRETE PROPERTIES REFER TO SPECIFICATIONS.
2. CONCRETE FREEZING AND THAWING EXPOSURE CLASS SHALL BE F0 AND SULFATE EXPOSURE CLASS SHALL BE S0.
3. REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A 615, DEFORMED BAR, GRADE 60 OR ASTM SPECIFICATION A 706, DEFORMED BAR, GRADE 60.
4. REFER TO ACI 315 FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 FOR STANDARD PRACTICE FOR MIXING AND PLACING CONCRETE AND CONCRETE COVER.
STRUCTURAL STEEL
1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTH AND SPECIFICATIONS. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE "AISC CODE OF STANDARD PRACTICE".
STRUCTURAL STEEL YIELD ASTM SPECIFICATION
A. ANGLES, ANCHOR BOLTS, CHANNELS & PLATES 36 KSI A 36, UNO
B. WIDE FLANGE STEEL SHAPES: 50 KSI A 992
2. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF RUST INHIBITOR PRIMER PAINT CONFORMING TO THE SPECIFICATIONS. FIELD TOUCH UP ALL UNPAINTED, NICKED AND
WELDED AREAS. PAINT ALL STEEL EXPOSED TO VIEW TO MATCH EXISTING.
3. WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN.
STEEL JOISTS AND JOIST GIRDERS
1. EXISTING STEEL JOISTS AND JOIST GIRDERS ARE ASSUMED TO BE IN GOOD CONDITION AND IN COMPLIANCE WITH THE STEEL JOIST INSTITUTE SPECIFICATIONS. ANY DAMAGE
TO EXISTING JOISTS OR GIRDERS SHALL BE REPORTED PRIOR TO ADDING LOAD TO FRAMING.
2. ALL WELDING SHALL CONFORM TO THE CURRENT AMERICAN WELDING SOCIETY SPECIFICATIONS AND BE PERFORMED BY CERTIFIED WELDERS. DO NOT OVER WELD OR BURN
THRU JOIST MATERIAL. ANY DAMAGE TO EXISTING JOIST SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
MASONRY
1. CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C 90. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (f'm) SHALL BE 2000 PSI. THE
NET AREA COMPRESSIVE STRENGTH OF THE CONCRETE MASONRY UNITS SHALL BE 2000 PSI.
2. MORTAR SHALL BE A PREBLENDED DRY MIX CONFORMING TO ASTM C 1714 AND MEETING THE PROPERY SPECIFICATIONS OF ASTM C 270 TYPE "S" MORTAR. REF SPECIFICATION
04200 FOR ADDITIONAL REQUIREMENTS.
3. GROUT SHALL MEET ASTM SPECIFICATION C 476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. REF SPECIFICATION SECTION 04200 FOR ADDITIONAL
REQUIREMENTS.
4. GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4" DIAMETER HEAD. REF SPECIFICATION SECTION 04200.
5. CONCRETE MASONRY SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND SHALL BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS, UNO.
POST-INSTALLED ANCHORS
1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. REFER TO SPECIFICATION 05090 FOR ADDITIONAL INFORMATION.
SUBGRADE AND BASE
1. PRIOR TO PLACEMENT OF SLABS IN SLAB REMOVAL AREAS, EXPOSED SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM D698). WHERE SOILS ARE DISTURBED TO A DEPTH GREATER THAN 1'-0", COMPACTION SHALL BE PERFORMED IN A MAXIMUM 8 INCH LOOSE LIFTS.
2. IN SLAB REMOVAL AREAS WHERE SUBGRADE IS NEEDED TO RAISE PAD TO PROPER ELEVATION, PROVIDE BASE AND/OR CHOKER MATERIAL AS INDICATED IN SPECS.
DESIGN LOADS
1. BUILDING CODE
A. BUILDING CODE 2023 FLORIDA BUILDING CODE
(2023 FBC)
2. GRAVITY LOADS
A. ROOF DEAD LOAD 15 PSF (PER EXISTING
DRAWINGS)
B. ROOF LIVE LOADS
1. ROOF 20 PSF (MIN OR SNOW LOAD)
C. SNOW LOADS
1. GROUND SNOW LOAD (Pg) N/A
3. LATERAL LOADS
A. WIND LOADS
1. BASIC WIND SPEED (3-SECOND GUST)
- ULTIMATE WIND SPEED 169 MPH
- NOMINAL WIND SPEED 131 MPH
2. WIND EXPOSURE CATEGORY C
3. RISK CATEGORY II
B. SEISMIC LOADS (SERVICE)
1. 5% DAMPED MAPPED ACCELERATION PARAMETER (Ss) 0.053
2. 1-SEC PERIOD MAPPED ACCELERATION PARAMETER (S1)0.024
3. 5% DAMPED SPECTRAL RESPONSE COEFF. (Sds) 0.047
4. 1-SEC PERIOD SPECTRAL RESPONSE COEFF. (Sd1) 0.034
5. SITE CLASS D (DEFAULT)
6. RISK CATEGORY II
7. IMPORTANCE FACTOR (Ie) 1.0
8. SEISMIC DESIGN CATEGORY A
OPD-ABBREVIATIONS
AB ANCHOR BOLT
ACI AMERICAN CONCRETE INSTITUTE
AFF ABOVE FINISHED FLOOR
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AISI AMERICAN IRON AND STEEL INSTITUTE
ARCH ARCHITECTURAL
ASTM AMERICAN SOCIETY FOR TESTING AND
MATERIALS
AWS AMERICAN WELDING SOCIETY
BFF BELOW FINISHED FLOOR
BL BLOCK LINTEL
BM BEAM
BO BOTTOM OF
BOM BOTTOM OF MASONRY
BOS BOTTOM OF STEEL
BRG BEARING
CJ CONTRACTION JOINT
CL CENTER LINE
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
COND CONDENSER UNIT
CONST CONSTRUCTION
CONT CONTINUOUS
DIA DIAMETER
EDC ELECTRICAL DISTRIBUTION CENTER
EF EXHAUST FAN
EIFS EXTERIOR INSULATION AND FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
EQ EQUAL
EW EACH WAY
FDN FOUNDATION
FF FINISHED FLOOR
FS FAR SIDE
FTG FOOTING
FV FIELD VERIFY
GA GAUGE
GC GENERAL CONTRACTOR
GYP GYPSUM BOARD
H HEIGHT
HORIZ HORIZONTAL
HSA HEADED STUD ANCHOR
HSS HOLLOW STRUCTURAL SHAPE
INFO INFORMATION
ISO ISOLATION
JBE JOIST BEARING ELEVATION
JST JOIST
JT JOINT
KSI KIPS PER SQUARE INCH
L LENGTH
LB POUNDS
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANOUS
MO MASONRY OPENING
MTL METAL
NBPS NOT BY PRECAST SUPPLIER
NIC NOT IN CONTRACT
NO NUMBER
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OPPOSITE HAND
OSL OUTSTANDING LEG
PAF POWER ACTUATED FASTENER
PC PRECAST
PCF POUNDS PER CUBIC FOOT
PL PLATE
PLF POUNDS PER LINEAR FOOT
PLUMB PLUMBING
PMEJ PREMOLDED EXPANSION JOINT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
QTY QUANITY
RACK REFRIGERATION RACK
REF REFER TO
REINF REINFORCING
REQD REQUIRED
REV REVERSE
RO ROUGH OPENING
RTU ROOF TOP UNIT
SCHED SCHEDULE
SDI STEEL DECK INSTITUTE
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SPCS SPACES
SPECS SPECIFICATIONS
STRUC STRUCTURAL
T&B TOP AND BOTTOM
THK THICKNESS
TO TOP OF
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOGB TOP OF GRADE BEAM
TOM TOP OF MASONRY
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS TRANSVERSE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W WIDTH
WP WORK POINT
1/8" = 1'-0"4 ROOF FRAMING PLAN - WALL PENETRATION
ISSUE BLOCK
1 PR #2 04/20/26
1
THIS DOCUMENT HAS BEEN
DIGITALLY SIGNED AND
SEALED BY BENJAMIN BRYAN
BAILEY, P.E. ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
06/26/26
A
B
2
F
REF PLAN
NOTE #2
7
S2
EXIST ROOFSLOPE DOWNREF PLAN
NOTE #1
6
S2
TYP
DTB GLY
(2796 LBS)
REF PLAN
NOTE #1
EXISTING
SKYLIGHT, TYP
RACK ETR (FIELD VERIFY SPACING)EXISTING STEEL JOISTS AT 5'-8" ± OC, TYP5
C
D EXISTING JOIST GIRDER, TYPNEW ROOFTOP
CONDENSING UNIT ON
CAPPED CURB, REF ARCH
& REFRIGERATION5
S2
4
S2
TYP
CU5
(1400 LBS)
LOCATE CL OF
SUPPORT CHANNEL
3" MAX FROM CL
BEAM GIRDER
EXIST ROOFSLOPE DOWNEXISTING CMU WALL
REF PLAN
NOTE #1
EXISTING
BEAM GIRDER 5' - 5" ±(FIELD VERIFY SPACING)EXISTING STEEL JOISTS AT 5'-1"± OC, TYPEXISTING ROOF
DECK TO REMAIN
ATTACH CURB TO
CHANNEL WITH
#12 TEK SCREWS AT
12" OC, TYP 2 SIDES
1/8 1
1/8 1
CHANNEL TO
JST THROUGH
DECK, TYP
C6x8.2 CONT
INSTALLED OVER
EXISTING ROOF DECK
FIELD ADJUSTABLE
CAPPED CURB PER
CURB SUPPLIER
EXISTING JOIST
TO REMAIN
PROVIDE FIELD STRUT
PER 10-S2 AS REQD
CONDENSING UNIT, REF
REFRIGERATION
NOTE:
ATTACH UNIT TO UNISTRUT
WITH STAINLESS STEEL BOLTS.
REF UNIT SUPPLIER FOR BOLT
QUANTITY, SIZE AND LAYOUT.
4" TYP
EXISTING JOIST
TO REMAIN, TYP
C6x8.2 CONT INSTALLED
OVER EXISTING ROOF DECK
EXISTING ROOF
DECK TO REMAIN
PROVIDE FIELD STRUT
PER 10-S2 AS REQD
NOTE:
REF 4-S2 FOR INFORMATION
SHOWN BUT NOT NOTED.
EXISTING ROOF
DECK TO REMAIN
ATTACH CURB TO CHANNEL
WITH #14 TEK SCREWS AT
12" OC, TYP 2 SIDES
1/8 1
1/8 1
CHANNEL TO
JST THROUGH
DECK, TYP
C6x13 CONT INSTALLED
OVER EXISTING ROOF DECK
CAPPED CURB BY
CURB SUPPLIER
EXISTING JOIST
TO REMAIN
PROVIDE FIELD STRUT
PER 8-S2 OR
10-S2 AS REQD
REFRIGERATION
EQUIP, REF
REFRIGERATION
FASTEN EA SIDE OF SKID TO EA
CURB SUPPORT RAIL WITH 5/8" DIA
ASTM F593 TYPE 304 BOLTS AT 3/4"
MOUNTING HOLES AND 1/2" DIA
BOLTS AT 5/8" MOUNTING HOLES
CAPPED CURB
SUPPORT RAIL
4" TYP
EXISTING JOIST
TO REMAIN, TYP
NEW STL CHANNEL
INSTALLED OVER EXISTING
ROOF DECK; REF 2-S2
EXISTING ROOF
DECK TO REMAIN
PROVIDE FIELD
STRUT PER 8-S2 OR
10-S2 AS REQD
NOTE:
REF 6-S2 FOR INFORMATION
SHOWN BUT NOT NOTED.
CAPPED CURB
SUPPORT RAIL
REF 6-S2 FOR EQUIPMENT
TO CURB SUPPORT RAIL
CONNECTION
ATTACH CURB TO
DECKING WITH #12
TEK SCREWS AT 6" OC
EXISTING
ROOF DECK
L3x3x3/16, TYP
ATTACH ROOF DECK
TO ANGLE WITH #12
TEK SCREWS AT 6" OC
NON-STRUCTURAL
ROOF CURB
ATTACH CURB TO
DECKING WITH #12
TEK SCREWS AT 6" OC
ATTACH ROOF DECK
TO ANGLE WITH #12
TEK SCREWS AT 6" OC
L3x3x3/16, TYP
EXISTING
ROOF DECK
CL OF JOIST
3/16 2
3/16 2
1/8 1
1/8 1 TYP
SECTION A SECTION B
NON-STRUCTURAL
ROOF CURB
EXISTING JOIST
TOP CHORD
3/16 2
3/16 2
CL OF
EXISTING JOIST
VERIFYFIELDVERIFY
FIELDVERIFYFIELD CL OF
EXISTING JOIST
PLAN VIEW
CONCENTRATED
LOAD, REF NOTE
GREATER
3" OR
CONCENTRATED
LOAD, REF NOTE
GREATER
3" OR
GENERAL CONTRACTOR TO PROVIDE AND INSTALL
FIELD STRUT (L2x2x3/16) EACH SIDE OF JOIST AT ALL
LOCATIONS WHERE CONCENTRATED LOAD DOES
NOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL
ANGLE WITH ONE END AT LOCATION OF LOAD AND
OTHER END AT A PANEL POINT ON THE OPPOSITE
CHORD, TYP. ANGLES SHALL BE INSTALLED PRIOR
TO NEW LOAD BEING APPLIED TO THE JOIST
TYP EACH
END EACH
ANGLE1/8 1
1/8 1
TOP CHORD PANEL
BOTTOM CHORD PANELNOTE:
PROVIDE JOIST REINF IN ACCORDANCE WITH THIS DETAIL
FOR ALL CONCENTRATED LOADS IN EXCESS OF 100 LBS.
WHERE MORE THAN ONE CONCENTRATED LOAD EXISTS
WITHIN A CHORD PANEL AND THE SUM OF THOSE LOADS
EXCEEDS 100 LBS, PROVIDE JOIST REINFORCEMENT AS
DETAILED SUCH THAT THE SUM OF THE LOADS WITHIN
THE REMAINING UNSUPPORTED CHORD LENGTH DOES
NOT EXCEED 100 LBS.
JOIST TOP
CHORD
JOIST BOTTOM
CHORD
CONCENTRATED
LOAD
PROVIDE AND INSTALL VERTICAL WEB
REINFORCEMENT PER 6-S2 AT ANY
LOCATIONS WHERE A NEW
CONCENTRATED LOAD OCCURS
WITHIN 3" OF THE VERTICAL WEB
JOIST TOP
CHORD
JOIST BOTTOM
CHORD
NOTE:
VERTICAL WEB REINF IS ONLY
REQUIRED IF EXISTING JOIST
HAS VERTICAL WEB MEMBERS.
3" OR LESS
1. REF 9-S2 FOR SUPPORT FRAMING AT PIPE PENETRATION; FRAMING NOT REQUIRED
FOR OPENINGS LESS THAN 10"x10"; FIELD VERIFY LOCATION ONCE UNIT HAS BEEN
INSTALLED. REF REFRIG FOR EXACT SIZE AND LOCATION OF PENETRATION.
2. NEW DTA GLY ON CAPPED CURB, REF REFRIG; ALIGN ONE SIDE OF CURB WITH
EXISTING JOIST GIRDER BELOW.
ROOF FRAMING PLAN NOTES
NOTE:
1. CONTRACTOR SHALL FIELD LOCATE ALL VERTICAL
WALL REINFORCEMENT PRIOR TO CUTTING WALL.
PER ORIGINAL CONSTRUCTION DOCUMENTS
EXISTING REINFORCEMENT SHOULD BE (2) #6 BAR
AT 24" OC AT SIM. IF FIELD CONDITIONS PROHIBIT
INSTALLATION AS SHOWN, CONTACT WALMART
CONSTRUCTION MANAGER IMMEDIATELY.
NOTE:
DO NOT CUT OPENING
WITHIN 2'-0" OF EXISTING
CONTROL JOINT
REF ARCH (FIELD VERIFY
TO OPENING EL)
EXISTING VERT
REINF REF NOTE #1
TYP
EXISTING VERT
REINF REF NOTE #1
PRE-DRILL ANGLES
FOR 1/4" x 1" TAPCON
SCEWS AT 16" OC, TYP
FOR OPENING
REF ARCH8"
EXISTING
REINF CELL LOCATE EXISTING WALL REINF
(REF NOTE #1) AND LOCATE
EDGE OF OPENING SHOWNSECTIONNOTE:
CAULK ALL ANGLE
EDGES AND PAINT
TO MATCH.
NOTE:
NO REINFORCEMENT
SHALL BE CUT
SECTION A -12" CMU
AT SIM8"EXISTING 12"
CMU WALL
GRIND CORNERS OF CMU
WALL AS REQUIRED TO ALLOW
BOTH LEGS OF ANGLE TO BE
TIGHT AGAINST CMU, TYP
L4x4x1/4; MITER
CORNERS P (407) 661-9100F (407) 661-9101c-p.comFlorida Corporate Certificate #AA C0005262600 Maitland Center ParkwaySuite #200Maitland, FL 32751ENGINEER OF RECORD:
BENJAMIN BRYAN BAILEY, P.E.
930 CENTRAL ST.
KANSAS CITY, MO 64105
FL LICENSE #88408JOHNSTONBAURKHOLDERSSOCIATESc o n s u l t i n g s t r u c t u r a l e n g i n e e r s930 C 816.421.4200 ·· K C MO ENTRAL ANSASITY,64105 WWW.JBAENGR.COMSHEET:
DRAWN BY:
CHECKED BY:
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DOCUMENT DATE:CONSULTANTSSTIPULATION FOR REUSEPROTO:JOB NUMBER:THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW.JBA NO. 25350059111/6/2026 2:34:12 PMS2
ROOFTOP
EQUIPMENT
PLANS AND
DETAILS
POI20240347BOYNTON BEACH, FL11/07/2511/07/25STORE NO: 05911 - 2769006/27/25BOYNTON BEACH, FLJSH3625 S FEDERAL HWY1/8" = 1'-0"2 ROOF FRAMING PLAN - PUMP SKID SUPPORT FRAMING
1/8" = 1'-0"3 ROOF FRAMING PLAN - RCU SUPPORT FRAMING
3/4" = 1'-0"4
REMOTE CONDENSER
ROOF CURB SUPPORT
3/4" = 1'-0"5
REMOTE CONDENSER
ROOF CURB SUPPORT
3/4" = 1'-0"6 REFRIGERATION EQUIPMENT SUPPORT
3/4" = 1'-0"7 REFRIGERATION EQUIPMENT SUPPORT
NTS9PIPE PENETRATION SUPPORT FRAMING
6.0-23/4" = 1'-0"10 JOIST REINFORCING AT CONCENTRATED LOAD
5.0-2 3/4" = 1'-0"8 JOIST VERTICAL WEB REINFORCING AT REFRIG EQUIP
1/2" = 1'-0"1 NEW OPENING IN EXISTING WALL
S3-X1
ISSUE BLOCK
THIS DOCUMENT HAS BEEN
DIGITALLY SIGNED AND
SEALED BY BENJAMIN BRYAN
BAILEY, P.E. ON THE DATE
ADJACENT TO THE SEAL.
PRINTED COPIES OF THIS
DOCUMENT ARE NOT
CONSIDERED SIGNED AND
SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
06/26/26