SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
ANCHORING SPECIFICATIONS
CONCRETE SCREWS SHALL BE HILTI KWIK-CON II (NOA12-062505)
EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTI KWIK BOLT 3 OR EQUAL
NOMINAL AND TRUE THICKNESS MEMBERS
THE FOLLOWING ARE MEMBERS IN WHICH THE NOTED THICKNESS AND WIDTH IN PLAN AND SCHEDULE IS
INTENDED TO BE THE EXACT MEASUREMENT OF THE ACTUAL BUILT MEMBERS
ALL CONCRETE SLABS
INTERIOR CONCRETE BEAMS AND COLUMNS
FOOTINGS GRADE BEAMS AND PILES
STRUCTURAL STEEL MEMBERS (COLUMNS BEAMS AND CONNECTION MEMBERS)
THE FOLLOWING MEMBERS HAVE THEIR NOMINAL DIMENSIONS NOTED AND THE ACTUAL DIMENSION
VARIES
CONCRETE COLUMNS AND TIE BEAMS IN-LINE WITH MASONRY WALLS WHERE THE COLUMN
THICKNESS SHALL MATCH THE WALL NET THICKNESS
DRESSED LUMBER
INTERIOR PARTITIONS
FBCR440377 PERMANENT FULL-HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED TO
RESIST A LATERAL LIVE LOAD NOT LESS THAN 5 POUNDS PER SQUARE FOOT (239 PA) AND IF SHEATHED
WITH LATH AND PLASTER DEFLECTION AT THIS LOAD SHALL NOT EXCEED L360
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 regmacrdegplusmn
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
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CASE H
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316 = 1-0
[1] PLAN OF 5
600 N
W 1
4 S
TR
EET
STRUCTURAL NOTES
ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL
GENERAL
SHEETS SHALL TAKE PRECEDENCE OVER STRUCTURAL ITEMS IN OTHER TRADES PLANS
EXCEPTION NOTES IN OTHER TRADES PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM
CONCRETE STRENGTH FOR FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN
PROJECT SPECIFIC CODES USED
ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE
2017 THIS IMPLIES THE USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER
CONFLICTING ITEMS)
REQUEST FOR INFORMATION
PLEASE USE HAND SKETCHES AND OTHER VISUALWRITTEN METHODS TO COMMUNICATE A
CONSTRUCTION QUESTION SEND TO US VIA EMAIL OR FAX
PROJECT PLANS DETAILS amp ARCHITECTURAL BACKGROUNDS
ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIF IED
DETAILS THAT REFERENCE SPECIF IC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE
PRECEDENCE IN ALL CONFLICTING ITEMS
ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADES DRAWINGS (ELEVATIONS PARTITION
LOCATIONS ETC) HAVE BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY REFER TO
THE CORRESPONDING TRADES PLANS FOR F INAL LAYOUTS AND DETAILS
DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS IF THE
DIMENSION NEEDED IS UNAVAILABLE PLEASE CONTACT THIS OFFICE
GRAVITY LOADING (ASCE 7-10 CHAPTER TABLE C3-1 amp C3-2)
SEE GRAVITY LOADING CHART FOR DESIGN LOADS
REQUEST ACTUAL PRODUCT CUT SHEETS FROM SUPPLIERS FOR ANY EQUIPMENT
HEAVIER THAN 200 LB
SPECIALTY ENGINEERS MUST CONSIDER THE MINIMUM SERVICE WEIGHTS FOR THE
FOLLOWING HOWEVER THE ACTUAL CUT SHEET GOVERNS
POOL TABLE = 1 500 LB
BATH TUB = 600 LB
F ISH TANKS = VARY CONSIDERABLY 4000 LB
AC COMPRESSORS = 500 LB
GENERATORS = 3000 LB
WIND LOADING (ASCE 7-10)
WIND SPEED= MPH (ULTIMTE 3 SECOND GUST)
EXPOSURE =
BUILDING TYPE= ENCLOSED RIGID
MRH=
STRUCTURE CATEGORY = II
KD=085 - EITHER ASD OR LRFD LOAD COMBINATIONS PER ASCE7-10 HAVE BEEN USED FOR
DESIGNING THE VARIOUS STRUCTURAL ELEMENTS IN THIS PROJECT
INTERNAL PRESSURE COEFFICIENT= +- 018
170
C
116 FT
CONTRACTING NOTES
GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW
THEY INTERACT WITH OTHER SPECIALTIES PLANS (ARCHITECTURAL MEP ETC) ALTHOUGH
TRADE COORDINATION HAS BEEN PERFORMED THIS OFFICE SHALL BE CONTACTED IN CASE THE
CONTRACTOR F INDS MISSING AMBIGUOUS UNCLEAR OR CONFLICTING INFORMATION
THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND
SEALED STRUCTURAL PLANS APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS
ALL OPENINGS BELOW 60-0 TO BE PROTECTED FROM IMPACT OF WINDBOURNE DEBRIS
GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY
CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS
IN EXCESS OF THEIR CAPACITY
THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR
FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURAL PLANS
THE CONTRACTOR SHALL INCLUDE IN HIS INITIAL BID A 1 ADDITIONAL (BASED
ON THE TOTAL AMOUNT OF THE SHELL BID) AS AN ALLOWANCE FOR ADDITIONAL
REINFORCEMENT CONCRETE WOOD STRAPPING FORMWORK STRUCTURAL
STEEL PARTS WELDING CONNECTORS SAWCUTTING OR GRINDING CONCRETE
INTEGRITY OF THE STRUCTURE PROPERLY CONSTRUCT THE SHELL AND
REQUIRED BY THE INSPECTOR OR ENGINEER IN ORDER TO ENSURE THE
AND ITS ASSOCIATED LABOR SAID ALLOWANCE SHALL BE USED FOR REWORKS
NOTES AND DETAILS
CORRECT ANY MISINTERPRETATIONS OR INCONSISTENCIES IN THE PLAN VIEWS
3000 PSI CONCRETE
WHEN SPECIF IED UNDER THE CONCRETE STRENGTH STRUCTURAL NOTES READY MIX
CONCRETE TO ACHIEVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI
SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC SHALL COMPLY
WITH ASTM A-185 FABRIC SHALL BE PLACED 13 FROM THE TOP OF THE SLAB LAPS SHALL
BE 6 MIN WWM SHALL BE OVERLAPPED 30 AT PERIMETERS
CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURE THE
MIX IS TO BE PLACED
MASONRY (TMS402-11ACI 530ASCE 5 amp TMS602 ACI5301ASCE 6)
THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY
MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON
NET AREA OF INDIVIDUAL UNITS PER FBCR 6064 ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN
RUNNING BOND UON ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH
BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60 ALL CMU WALL UNDERGROUND
SHOULD BE SOLID GROUTED
ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIF ICATION C-270 WITH A MINIMUM
COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS NO TESTING FOR MORTAR STRENGTH IS REQUIRED
FOR THIS PROJECT MORTAR MAY BE RE-TEMPERED WITH WATER TO REGAIN WORKABILITY FOR NO
MORE THAN 25 HOURS AFTER INITIAL MIXING
GROUT SHALL BE A HIGH SLUMP MIX (8-11) IN ACCORDANCE WITH ASTM SPECIF ICATION C-476 HAVING
A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND
IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) ALL CONCRETE MASONRY
TIE BEAMS TIE COLUMNS ETC SHALL BE INSPECTED BY A REGISTERED ENGINEER BEFORE CONCRETE
POUR UPON INSPECTION APPROVAL AN ENGINEERING SIGNED SEALED AND DATED LETTER WILL BE
PROVIDED TO THE GENERAL CONTRACTOR AS REQUIRED BY THE AHJ
NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REINFORCING BAR
IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) FOR REINFORCED UNIT
MASONRY MANDATORY INSPECTION REQUIRES A LEVEL B QUALITY ASSURANCE PROGRAM AS
DESCRIBED BY MSJC TABLE 4 WHICH STATES THE GENERAL CONTRACTOR SHALL PROVIDE TO THE
INSPECTOR CERTIFICATES OF MATERIALS USED IN MASONRY CONSTRUCTION SUCH AS MASONRY
BLOCK COMPLYING WITH ASTM C90 THE MINIMUM NET COMPRESSIVE BLOCK STRENGTH OF 1900PSI
AND THE GRADE OF STEEL DEFORMED REINFORCEMENT TO BE ASTM A615 THE SPECIAL INSPECTOR
SHALL VERIFY GROUT SPACES LADDER TYPE REINFORCEMENT REINFORCEMENT DIAMETER AND
LOCATIONS FOR WALLS TIE BEAMS AND CONCRETE COLUMNS
ALL CONCRETE SLAB EDGES AND CONCRETE BEAMS SUPPORTING EXTERIOR WALLS SHALL BE
RECESSED A MINIMUM OF 34 BELOW TOP OF SLAB FOR A WIDTH OF THE EXTERIOR WALL
COURSE FOR ALL EXTERIOR WALLS THIS REINFORCEMENT SHALL EXTEND MIN 4 INTO ALL CONCRETE
COLUMNS
DRAINAGE
ALL EXTERIOR FLAT SURFACES SHALL BE SLOPED TO DRAINS AS SHOWN IN THE ARCHITECTURAL
DRAWINGS
ALL ELEVATED ENCLOSED SURFACES SHALL BE PROVIDED WITH SCUPPERS PER ARCHITECTURALS
WOOD (AFampPA NDS 2015 ASD)
STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE 2 WITH MAXIMUM MOISTURE CONTENT OF 19
COMMON NAILS TO BE USED UNO (8d=0131Oslash 10d=0148Oslash 16d=0162Oslash)
TIMBERS TO BE SOUTHERN PINE
LUMBER TO BE PRESSURE TREATED OR OTHERWISE SEPARATED WITH A MOISTURE BARRIER (SUCH AS
BUILDING PAPER OR GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES
ALL SOUTHERN PINE WOOD OR PLYWOOD EXPOSED TO THE EXTERIOR TO BE PRESSURE TREATED
ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADE DESIGNATION NO STAMPED
MEMBER SHALL BE USED IF MEMBER HAS BECOME DEFECTIVE
ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER
FOR WOOD FRAMED WALLS STAGGER THE TOP PLATE JOINT LOCATIONS 24 OR MORE
EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25 WHEN NEEDED TO ACCOMMODATE OTHER
TRADESCONCRETE REINFORCEMENT
TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED CONTINUOUSLY
(WITHOUT BREAKS OR INTERRUPTIONS) IN ALL AREAS OF THE SLAB AND RUNS PERPENDICULAR TO THE
MAIN REINFORCEMENT OVERLAP TEMPERATURE BARS WHERE NEEDED A MIN OF 24
CONCRETE REINFORCEMENT BARS STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM A-615
(GRADE 60) REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL
STEEL SHALL CONFORM TO ASTM A-706 (GRADE 60) REINFORCING BARS CONTAINING A LIGHT COAT OF
RUST SHALL BE ALLOWED
ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS
FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX
ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES
WELDED REINFORCEMENT SHALL CONFORM TO AWS D14 OR BE ASTM A706 GRADE 60
ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO)
ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR
CONCRETE COVER SHOULD BE AS FOLLOWS UNLESS NOTED OTHERWISE
CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUNDALL BAR SIZES 3
FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL
5 BARS OR SMALLER 1-12
ALL OTHER BAR SIZES 2
FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND
SLABS CAST IN PLACE WALLS 34
BEAMS AND COLUMNS 1-12
COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS
THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1 AMOUNT OF REBAR TO BE USED AT THE
DISCRETION OF THE STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS
FOUND TO BE CRITICAL DURING CONSTRUCTION
ALL OTHER TRADES PLANS SHALL BE VERIFIED TO IDENTIFY THE LOCATION OF DEPRESSIONS
RECESSES PIPES PENETRATIONS SLEEVES ETC SAID PENETRATIONS SPECIALLY WHEN THEY CROSS
CONCRETE BEAMS AND COLUMNS MUST BE BLOCKED OUT FROM THE POUR DISPLACING THE LEAST
AMOUNT OF CONCRETE PRIOR TO THE POUR ANY PENETRATIONS LARGER THAN 5 DIAMETER MUST BE
APPROVED BY THIS OFFICE
ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH
CONCRETE EPOXY BONDING AGENT APPLIED AS PER THE MANUFACTURERS SPECIF ICATIONS
ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT
LAITANCE DEBRIS ETC PRIOR TO THE PLACEMENT OF ANY CONCRETE
HAVE LESS THAN 34 COVER AGAINST A PIPE
MUST BE F IELD SPRAY GALVANIZED 6 TO EACH SIDE OF EACH PIPE NO REBAR SHALL
COVER AGAINST PVC PIPES DUE TO INEVITABLE FIELD COORDINATION WITH PLUMBING
FOR PIPES THAT RUN ON THE INSIDE OF THE REINFORCING CAGE OF CONCRETE
INTO EACH OF BOTH SLABS SPACED 12 OC AND 4 FROM EACH SIDE
F INISHES UNLESS NOTED OTHERWISE USE 3 REBAR SINGLE PIECE EXTENDING 12
PREVENT DIFFERENTIAL SETTLEMENT THAT COULD CRACK FLOORING OR OTHER
ANY CONSTRUCTION JOINT BETWEEN TWO SLABS REQUIRES CONNECTION DOWELS TO
PROJECT
CONCRETE PLACEMENT
ACI3472R-10 45 NO WORKER SHALL BE ALLOWED DIRECTLY UNDER THE FORMS DURING CONCRETE
PLACEMENT
CURING AGENTS USED ON ROOFS SHALL BE CHECKED FOR COMPATIBILITY WITH ROOFING MATERIALS
BOND BEAM
GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH amp ELEVATIONS WITH ARCHITECTURAL PLANS amp
NOTIFY ARCHITECT OF ANY DISCREPANCIES COORDINATE MASONRY OPENINGS WITH WINDOW
MANUFACTURER amp NOA
FOR ARCHED BEAMS ADD (2) 5S DIAGONAL EACH END OF THE BEAM ADD (1) EXTRA 5 DIAGONAL EACH
SIDE FOR EVERY 4 EXTRA WIDTH
BEAM DEPTHS ARE MINIMUM REQUIRED ADD 25 MIDDLE FOR EVERY ADDITIONAL 12 OF DEPTH
REQUIRED
TYPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH LONGITUDINAL
CONTINUOUS IN EACH COURSE LAPS TO BE 30 USE (2) 5x30x30 CORNER BARS AT EVERY CORNER
T-INTERSECTION OR VERTICAL TRANSITION
FOR 12 AND 16 WIDE TIE BEAMS INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) 5
PCL REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA 14-090303 USE 12
WIDE LINTEL FOR 12 THICK WALLS
TIES AT INTERMEDIATE AND END SUPPORT SPACING REFERS TO TIES TO EACH SIDE OF EACH
INTERMEDIATE COLUMN OR WALL SUPPORT
BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN
INSTALLEDIF NO END TIES SHOWN USE BALANCE THROUGHOUT THE ENTIRE LENGTH OF THE BEAM
GC TO VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS COORDINATE WITH GLAZING
MANUFACTURER
FOR BROWARD AND DADE COUNTIES FBC 2121232 REQUIRES THE USE OF 17 REBAR IN
THE TOP AND BOTTOM BOND BEAM COURSES 5x42x42 CORNER BARS CAN BE USED TO
AID IN F ITTING UPLIFT STRAPS
ROOF SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT SIZE AND PRESSURE
COMPONENTS amp CLADDING DESIGN WIND PRESSURES
8-2 HEIGHT ZONE 4 = +327 -357 PSF ZONE 5 = +327 -419 PSF
WOOD TRUSSES (PRE-ENGINEERED)
BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200LB ALONG
ANY PANEL POINT TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE TO MAINTENANCE WORKERS PER
FBC TABLE 16071
STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES GIRDERS AND ANY CONNECTIONS REQUIRED
BETWEEN THEM ARE TO BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THEFORM OF SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ENGINEER OFRECORD FOR GENERAL COMPLIANCE WITH INITIAL LAYOUT AND DESIGN PARAMETERS
TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING
PLANS BY THE ENGINEER OF RECORD
TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING
PRESSURES
DESIGN FABRICATION AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL
BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS
DESIGN SPECIF ICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85) DESIGN
SPECIF ICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80)
BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS (BWT 76) HANDLING AND ERECTING
WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS (HIB-91)
DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRUSSES PER THE BELOW
REQUIREMENTS MATERIAL SHALL NOT BE LESS THAN 12 GYPSUM BOARD OR 38 PLYWOOD
FOR WOOD ROOF TRUSSES DRAFTSTOPPING IS REQUIRED PER FBC 71843 SUCH THAT ANY
HORIZONTAL AREA DOES NOT EXCEED 3000 SQFT
FOR WOOD FLOOR TRUSSES DRAFTSTOPPING IS REQUIRED PER FBCR 30212 SUCH THAT ANY
HORIZONTAL AREA DOES NOT EXCEED 1000 SQFT
FBC 212124 GABLE END TRUSSES ARE NOT ALLOWED ALL GABLE WALLS TO BE BUILT
WITH MASONRY GABLE WALLS AND CONCRETE RAKED BEAMS OR WITH BALLOON
FRAMED STUD WALLS AND RAKED DOUBLE TOP PLATES
ATTIC TRUSSES SHALL BE SHEATHED WITH 34 CDX PLYWOOD SUB FLOOR USE 8D RING
SHANK NAILS 6 OC
THE TRUSS LAYOUT SHOWN IN OUR FRAMING PLANS IS TO BE SUPERCEDED BY THE
APPROVED SHOW DRAWINGS WHICH SHALL GOVERN FOR EXACT TRUSS LOCATIONS AND
NUMBER OF PLIES
SPAS TUBS STONE CLAD FEATURES SUCH AS CHIMNEYS SHALL HAVE THEIR EXTRA
WEIGHTS ACCOUNTED FOR IN THE TRUSS ENGINEERING REQUEST THE CUT SHEET
FROM THE GENERAL CONTRACTOR IN ORDER TO APPLY THE LOADS IN THE CORRECT
SUPPORT POINTS AND WITH THE CORRECT MAGNITUDES
NOTE
ONLY 10 PSF ALLOWED TO BE USED AS DEAD UPLIFT COUNTERWEIGHT
-ALL ATTIC AREAS WHERE LIGHT UNINHABITABLE STORAGE IS LOCATED MUST BE
DESIGNED FOR AN ADDITIONAL CONCURRENT 20 PSF LIVE LOAD
SHOP DRAWINGS
FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES
HAVE STAMPED AND
GENERAL CONTRACTOR HAS VERIF IED
-FIELD DIMENSIONS
-AS BUILT VARIATIONS WHICH MAY AFFECT CONNECTION DETAILS
-GENERAL COMPLIANCE WITH THE APPROVED PLANS
ARCHITECT HAS VERIF IED
-INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILING HEIGHTS COFFERS
VAULTS AND ANY OTHER GEOMETRICAL CEILING FEATURES
-LENGTH OF OVERHANG RIDGE LINES AND ROOF PITCH
-MINIMUM AREAS DESIGNATED FOR STORAGE SPACES
-EXTERIOR WALL RECESSES
GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNED
AND SEALED BY THE DELEGATED ENGINEER FOR APPROVAL CONTRACTOR TO ANTICIPATE FOR TIME OF
REVIEW ADJUSTMENT AND RESUBMITTAL SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH
THE DESIGN PARAMETERS SPECIF IED IN THESE PLANS BUT IN NO CASE LESS THAN THE MINIMUMS
REQUIRED BY THE ABOVE MENTIONED CODES DESIGN PARAMETERS USED AND ALL LOADS FROM
REVIEW PACKAGE
SPECIALTY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED IN THE
ABBREVIATION LEGEND
ADDL - ADDITIONAL
AB - ANCHOR BOLT
ACI - AMERICAN CONCRETE INSTITUTE
AISI - AMERICAN IRON AND STEEL INSTITUTE
AISC - AMERICAN INSTITUTE OF STEEL
ASD - ALLOWABLE STRESS DESIGN
AL - ALUMINUM
BAL - BALANCE REMAINING
BP - BASE PLATE
BOT - BOTTOM
CANT - CANTILEVERED
CIP - CAST IN PLACE
CLG - CEILING
CL - CENTER LINE
CLR - CLEAR
CONC - CONCRETE
COL - COLUMN
CJ - CONTROL JOINT CONSTRUCTION JOINT
CONN - CONNECTION
DBA - DEFORMED BAR ANCHOR
CMU - CONCRETE MASONRY UNIT
DET - DETAIL
DL - DEAD LOAD
DIA - DIAMETER
DIM - DIMENTION
EA - EACH
EW - EACH WAY
EA - EACH END
EWTB - EACH WAY TOP AND BOTTOM
EF - EACH FACE
EJ - EXPANSION JOINT
FBC - FLORIDA BUILDING CODE
FF - F INISHED STRUCTURAL FLOOR ELEVATION
FNDN - FOUNDATION
FR - F INISHED STRUCTURAL ROOF
FRMNG - FRAMING
ELEVATION
FTG - FOOTING
GA - GAUGE
GC - GENERAL CONTRACTOR
HC - HOLLOWCORE
HS - HEADED STUD NELSON STUD
HDG - HOT DIPPED GALVANIZED
KLF - 1000 PER LINEAR FOOT
HSS - HOLLOW STRUCTURAL SECTION
KO - KNOCK-OUT
KSI - 1000 LB PER SQUARE INCH
LW - LONG WAY
LRFD - LOAD AND RESISTANCE FACTOR DESIGN
LL - LIVE LOAD
MCJ - MASONRY CONTROL JOINT
LLBB - STEEL ANGLES WITH LONG LEGS BACK TO BACK
MO - MASONRY OPENING
MFR - MANUFACTURER
MIN - MINIMUM
MID - MIDDLE
MISC - MISCELLANEOUS
OC - ON CENTER SPACING
NTS - NOT TO SCALE
OD - OUTSIDE DIAMETER
PT - PRESSURE TREATED WOOD
PSI - 1 LB PER SQUARE INCH
PSF - 1 LB PER SQUARE FOOT
PLF - 1 LB PER LINEAR FOOT
RS - RING SHANK NAIL
PL - PLATE
RC - REINFORCED CONCRETE
REINF - REINFORCEMENT
SDS - SELF DRILLING SCREW
STD - STANDARD
SLBB - STEEL ANGLES WITH SHORT LEGS BACK TO BACK
SJI - STEEL JOIST INSTITUTE
SCHED- SCHEDULE
SDI - STEEL DECK INSTITUTE
SW - SHEAR WALL
SW - SHORT WAY
TON - 2000 LB
TYP - TYPICAL
TSTRUCTURE - THE TOP ELEVATION OF THE CONCRETE
T - MEMBERS TOP ELEVATION
SLAB BEAM OR PLYWOOD ARCHITECTURAL F INISHES ARE
APPLIED ABOVE THIS ELEVATION
TS - TUBE STEEL (HOLLOW STRUCTURAL SECTION)
TOS - TOP OF SLAB
TOB - TOP OF BEAM
U= - UPLIFT VALUE IN LB
UNO - UNLESS NOTED OTHERWISE
VERT - VERTICAL
VB - VAPOR BARRIER
VIF - VERIFY IN F IELD
W - WITH
WWF - WELDED WIRE FABRIC
Oslash - DIAMETER
CONSTRUCTION
1 KIP - 1000 LB
SHALLOW FOUNDATION (SOIL PRESSUREASD FOOTING DESIGN LRFD)
BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING PSF
SITE PREPARATION (ANY DE-MUCKINGDE-WATERING PRE-CONSOLIDATION COMPACTION
PRESCRIBED TESTING OR ANY OTHER PROCEDURE PRECAUTION OR RECOMMENDATION AS OUTLINED
IN THE SOILS REPORT) TO BE PERFORMED PER SOILS AND SUBSURFACE INVESTIGATION
TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12 BELOW FINISHED GRADE
PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES
WHERE ADJACENT TO RETAINING WALLS OR POOL WALLS BASE OF FOOTINGS SHALL BE DEEP ENOUGH
AS TO BE LEVEL WITH THE FOOTINGBASE OF THE ADJACENT RETAINING WALLPOOL
ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT UNO
THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE INSPECT VERIFY
ANDOR CORRECT ANY SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED
STRUCTURE
THE CONTRACTOR SHALL DE-WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY
VIBRATORY COMPACTION EQUIPMENT WILL CAUSE VIBRATIONS THAT WILL TRAVEL TO NEIGHBORING
PROPERTIES AND CAUSE DAMAGE AND DISRUPTION VIBRATION LEVELS SHALL BE MONITORED DURING
OPERATIONS TO GUARANTEE A MAXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF
ADJACENT PROPERTIES THE CONTRACTOR SHALL CONSIDER PERFORMING A CONDITION SURVEY OF
ADJACENT PROPERTIES BEFORE AND AFTER COMPACTION OPERATIONS IN CASE DAMAGES OCCUR
THAT WILL NEED TO BE REPAIRED
sup2sup3acuteacute
CONCRETE TESTING
QUALIFIED F IELD TESTING TECHNICIANS SHALL PREPARE SPECIMENS REQUIRED FOR CURING UNDER
FIELD CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING
SPECIMENS FOR LABORATORY STRENGTH TESTS
ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY ONE TEST (CONSISTING OF
BREAKING (2) 6Oslash DIAMETER x 12 HIGH CONCRETE CYLINDER SAMPLES MOLDED AS PER ASTM C31 AND
TESTED PER ASTM C39) SHALL BE PERFORMED ACCORDING TO THE MOST FREQUENT OF
ONCE A DAY
ONCE EVERY 150 CUBIC YARDS
ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA
7 DAY 14 DAY AND 28 DAY TEST REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF
RECORD FOR REVIEW THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT
THE TIME OF CONCRETE POUR AND INDEPENDENTLY COLLECT CYLINDERS AND PERFORM
COMPRESSIVE TESTING
DEFLECTION DESIGN CRITERIA
ALL MEMBERS (BEAMS SLABS TRUSSES JOISTS ETC) COMPOSING FLOORS HAVE BEEN
DESIGNED AND SHALL BE DESIGNED BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR
TOTAL LOAD SPAN 240
REINFORCED CONCRETE ELEMENTS LIVE LOAD + LONG TERM SPAN 360
WALL MULLIONS L 175
MARBLE AND STONE TILE SUPPORTING FLOORS LIVE LOAD SPAN 720
ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS LIVE L240 TOTAL L180 PER FBC
TABLE 16043
Tekla
structu
res
SOIL
+12-6
46B-INNER
OUTERMOST LAYER46T-OUTER
REVISION NUMBER - SEE TITLE BLOCK FOR DATE
SYMBOL LEGEND
46T-INNER
JOISTS OR TRUSSES - SEE SHOP DRAWINGS
WOOD MEMBERS
4
46B-OUTER
PARTITION
SYMBOL
SECTION MARK - DETAIL NUMBER SHEET NUMBER
-T
NEW CONCRETE SLAB
DESCRIPTION
STEEL REINFORCEMENT LEGEND
-46
TEMPERATURE AND SHRINKAGE REINF
-INNER
4s 6 OC
UPLIFT FORCES amp CONNECTORS - SEE STRAP SCHED
4
STEEL COLUMN BELOW FLOOR LEVEL
STEEL COLUMN ABOVE FLOOR LEVEL
-TEMP
-B BOTTOM
TOP
-OUTER
INNERMOST LAYER
HELICAL PIER - SEE STRUCTURAL NOTES
FILLET WELD - SEE NOTES FOR SIZE amp LENGTH
ROOF RIDGE LINES
STEEL COLUMN ABOVE AND BELOW FLOOR LEVEL
1
WIND PRESSURES ON OPENINGS (GIVEN IN PSF)
FLOOR STEP
W8X67
CMU WALL CURRENT LEVEL
STEEL BEAM
NEW CONCRETE BEAM
EXISTING STRUCTURE
14 Oslash AUGER CAST PILE TO BE CENTERED UNDER
SC1
SC1
P1
TYP
NEW CONCRETE FOOTING
CONCRETE PAD FOOTING - SEE FOOTING SCHEDULE
S1
REVISION CLOUD
STEEL COLUMN
ELEVATION MARKER - SEE ARCH PLANS FOR +0-0
CONCRETE COLUMN - SEE CONC COL SCHED
STEEL BEAM
WELD SYMBOLS
FILLED CELL - SEE CONC COL SCHED
SC1
regdegmicro
A+B+D 1160
+0-0 FF
W10X39
4 TENDON HEIGHT MEASURED FROM SLAB BOTTOM
SEE BEAM SECTION OR PROFILE FOR REINFORCEMENT
B840 T14-0 CONCRETE BEAM 8 WIDE x 40 DEEP TOP +14-0
6
3
TIE BEAM TRANSITION SYMBOLS
SC1
6
GRADE BEAM SEE STRUCTURAL NOTES FOR REINF
BELOW
THICK DASHED LINE REPRESENTS OPENING ON
ABOVE
BELOWABOVE
STORY BELOW REINFORCED MASONRY WALL
-8888
CONCRETE WALL (PRECAST OR CAST IN PLACE)
FOUNDATION FRAMING PLANS FOR LOCATIONSCONCRETE WALL VERTICAL REINFORCEMENT SEE
+5506
CMU WALL ONE LEVEL BELOW
+10-0TOBTOB
WOOD
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 182935 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
PLAN VIEW FOUNDATION PLANSCALE regmacrdeg =1
macr plusmn
sup2
sup3
SOURCE SHEET S1SCALE reg = 1
macr
micromacr
SOURCE SHEET S1SCALE reg =1
acute
micromacrSOURCE SHEET S1
SCALE reg = 1reg
micromacr
SOURCE SHEET S1SCALE reg = 1
plusmn
micromacr
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 regparamacrmiddot
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[2] PLAN OF 5
600 N
W 1
4 S
TR
EET
CONTINUOUS FOOTING SCHEDULE
CODE DEPTH (IN) BOT WIDTH (IN) LONG BARSLIN FEET SHORT BARS TRANSFER BAR
MF20 35 BOT24 16 137 4s 12 OC NA
TE12 25 MID12 8 38 NA NA
Tekla
structu
res
LOADING CHARTAREA NAME LIVE LOAD (PSF) SUPER IMPOSED DEAD LOAD (PSF)
EXTERIOR SLAB ON GRADE 10025
INTERIOR LIVING - 4 SLAB ON GRADE 5577
INTERIOR LIVING - SLAB ON GRADE 5525
MASONRY COLUMN SCHEDULE
CODE COUNT SIZE VERTICAL COMMENTS DETAILS
5 NA15 8x8 67
4-0
1-5
cedil
+336-366
1-0
cedil
cedil cedil cedilcedil cedil cedil
8-2
4-0
REINFORCEDSILL BEAMPER TYPICAL DETAIL
OPTION
30-0
cedil
cedil
MF20
cedil
cedil
cedil
+337-367 cedil
4-0
cedil
MF20
+336-366
sup1ordmmacrplusmn
BA2
KITCHEN
4-0
REIN
FO
RCED
SIL
L B
EAM
PER
TYPIC
AL D
ETAIL
cedil
cedil
cedil
cedil
+338-368
+378-408
4-10
BEDROOM
MASTER
cedil
LIVING
cedil
+349-379
cedil
cedil
1-4
STO
4-0
BEDROOM 3
2-5
BEDROOM 2
3-3
4-0
cedil cedil
3-1
cedil cedil cedil
REINFORCEDSILL BEAMPER TYPICAL DETAIL
+344-374
4
S1
4-0
3-9
cedil
4-0
LAUN
+378-408
8-2
cedil
+344-374
REIN
FO
RCED
SIL
L B
EAM
PER
TYPIC
AL D
ETAIL
CJ
cedil
sup1ordmmacrplusmn
cedil
+344-374
4-0
MF20
cedil
MBA
CJ
cedil
cedil
cedil
cedil
cedil
cedil
AHU
cedil cedil
4-10
cedil
cedil
cedil sup1ordmmacrplusmn
4 EXTERIOR SLABON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
T 0
cedil
2-10
8
2-9
MF20
3-2
CJ
4-4
cedil cedil cedil
cedil
4 INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
T 0
MF20
MF20
MF20
MF20
2
S1
3
S1
1
S1
DINING ORFAMILY RM4
-0
4-0
3-1
2-10
8
4-9
4-0
40-0
40-0
4-0
30-0
4-0 2-8 5-10 2-92-6 5-10 4-0
2-10 4-0
4-0
1-4 1-4 8-4 1-4
STARTER DOWEL48 BAR DIA LAP
(2) 3 5s
WWM W14 6x6
CMU SIZE AND REINF PERPLAN VIEW PROVIDE 9 LADDERTYPE REINFORCEMENT EVERYOTHER COURSE PROVIDEBLOCK RECESS PER ARCH PLANS
MAIN DOWN BARDIAMETER AND LOCATIONSPER PLAN VIEW
(2) 4s 12 OC
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
MF20BLOCK RECESS PER ARCH
3 5s
WWM W14 6x6
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
MF20BLOCK RECESS PER ARCH
OPENING
4s 12 OC
REINFORCEDSILL BEAMPER TYPICAL DETAIL
STARTER DOWEL48 BAR DIA LAP
MF20BLOCK RECESS PER ARCH
3 5s
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
4s 12 OC
STARTER DOWEL48 BAR DIA LAP
CMU SIZE AND REINF PERPLAN VIEW PROVIDE 9 LADDERTYPE REINFORCEMENT EVERYOTHER COURSE PROVIDEBLOCK RECESS PER ARCH PLANS
MAIN DOWN BARDIAMETER AND LOCATIONSPER PLAN VIEW
3 5s
WWM W14 6x6
WWM W14 6x6
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
4s 12 OC
OPENING
MF20BLOCK RECESS PER ARCH
EXTERIOR SLABON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
TE12
FaridAbugattas
Digitally signed by Farid AbugattasDN cn=Farid Abugattas o=ProjectClassic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=USDate 20181012 183002 -0400 SUBJECT TO ALL CODES OF THE
CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FRAMING PLAN LEVEL 2SCALE regmacrdeg =1
plusmn
sup2
macr sup3ROOF SHEATHING ATTACHMENT DETAIL
SCALE regmacrdeg =1sup3
acutesup3
DETAILSCALE regmicro = 1
reg
acutesup3
ROOF TRUSS BOTTOM CHORD BRACINGSCALE micro =1
macr
acutesup3
LOADING CHARTAREA NAME LIVE LOAD (PSF)SUPER IMPOSED DEAD LOAD (PSF)
WOOD ROOF TRUSSES 3025
MGT FL11470 2970 (1) 58 x 12 EMBED EPOXY
NOTE
1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER ALL VALUES ARE BASED ON DOUG-FIR-LARCHSP PINE TIMBER
2) NAILS SHALL BE INSTALLED IN LOWER-MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPOXIED THREADED RODS SHOWN ON SCHEDULE
4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS
5) INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH6) SIMPSON PRODUCTS EXPOSED TO THE WEATHER MUST BE Z-MAX WHERE AVAILABLE
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 regparamacrmiddot
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[3] PLAN OF 5
600 N
W 1
4 S
TR
EET
HURRICANE STRAPS SCHEDULE
CODE APPROVAL UPLIFT PERP TO TRUSS (F1) PARALLEL TO TRUSS (F2) TRUSSRAFTER REMARKS
HETA 16 FL114733 1810 340 725 (9) 10d x 1-12 NAILS
RECTANGULAR BEAM SCHEDULE
CODE WIDTH (in) DEPTH (in) TOP MIDDLE BOTTOM STIRRUPS
BOND BM 8 8 1 7 1 7
PCL8 8 8 1 7
Tekla
structu
res
(1) MGT - U= 2680
(1) HETA 16 - U= 210
2X4
TOB8-2
(1) HETA 16 - U= 320
2X4
PCL8
TOB8-2
BO
ND
BEAM
8
-2
PCL8 PCL8
2X4
PCL8
TOB8-2
PCL8
PCL8
PCL8
PCL8
(1) MGT - U= 2680
G=4450
PCL8 PCL8
2X4
BOND BEAM 8-2
(2) HETA16
- U
= 9
00
(2) HETA16
- U= 9
00
GT
PCL8
PCL8
3
S2
PCL8
BO
ND
BEAM
8
-2
BOND BM 8-2
PCL8
3
S2
G=4450
10 OC SEE DETAIL 1S2BRACING SPACED MAX TRUSS 2X4 BOTTOM CHORDLINE REPRESENTS WOOD
AND SPECIFICATIONSPLYWOOD NAILING PATTERNSEE DETAIL 2S2 FOR
FOR GOVERNING LAYOUTSHOP DRAWINGSMAX SPACINGSEE APPROVEDROOF TRUSSES 24 OCPRE-ENGINEERED WOOD
TOB8-2
TOB8-2
TOB8-2
TOB8-2
TOB8-2
PCL8
(1) HETA 16 - U= 320
BO
ND
BEAM
8
-2
PRE-ENG WOOD TRUSSES
WALL SECTION)
cedilpara CDX PLYWOOD
2
AREAS LABELED
PROVIDE para SPACING
AT PANEL EDGES
TYP WALL SECTION)
1
BY PLYWOOD
FACE GRAIN TO RUN
LATERAL BRACING IF
SUPPORTS
2
SHEATHING
BLOCKING
BLOCKING
BOND BEAM OR
3
REQUIRED (SEE TYP
w (2) 16d TO EACH
24 OC (SEE ROOF PLAN)
PERPENDICULAR
TO
macr macrdeg SPACE AT
PANEL ENDS
TIE BEAM (SEE
TYP WALL SECTION)
WOOD FASCIA (SEE
TRUSS END
ALL NAILS TO BE RING SHANK
PROVIDE 2x4
PROVIDED IN
DETAIL TOE NAIL TO
TOP CHORD AT EACH
END WITH (2) 16ds
1
1
2
1
1
3
SEE ARCHITECTURALS
OVERHANG LENGTH VARY
SOFFIT DROP DEPTH AND
HEEL HEIGHTS
ARCH
FOR ROOFING TYPE
FOR NAILING PATTERN
AND LATERAL RESTRAINTS
NOTE SEE ARCHITECTURALS
SEE
SEE PLYWOOD NAILING DETAIL
12
SHOP DRAWINGS
SEE APPROVED
TRUSSES 24 OC
PRE-ENG ROOF
LADDER TYPE REINFORCEMENT
SEE TYPICAL DETAIL FOR
LOCATION
REINFORCEMENT DIAMETER AND
PLAN FOR VERTICAL
SEE FOUNDATION AND FRAMING
REINFORCED CMU WALL
SEE TYPICAL DETAILS
BOTTOM CHORD BRACING
BOND BEAM
SEE STRAP SCHEDULE
HURRICANE TIES
PLAN
FRAMING
PER
BEAM
T TIE
TRUSSES (TYPICAL)
TRUSS CHORD AT TOP
BOTTOM CHORD NAILED TO
PLAN VIEW OF END RESTRAINT
OVERLAP SPLICES
AND BOTTOM END
COFFER OR
30 D
EG M
AX
REPEAT AT BOTH ENDS
LOCATED 10-0 CC MAX
2 - 8d NAILS EACH MEMBER
2 x4 CONT LATERAL WOOD BRACING
SPACING
2X4 CROSS BRACES
10-0 SPACING AND AS REQUIRED
OF PRE - ENGINEERED WOOD
WOOD ROOF TRUSSES 24 OC MAX
CHORD BRACING
RUNS WITH (1) SIMPSON LSTA30
BOTTOM CHORD OF
TRUSSES
SIMPSON GA2 CLIP TO
BRIDGING
2x4 DIAGONALS W 2 - 8d NAILS
INSTALL ONE PER LINE OF
SPLICE BOTTOM CHORD BRACING
FOR TRANSITIONAL BOTTOM
TRUSS SECTION VIEW
CEILING HEIGHT
CHANGE IN
CONT 2 x4 HORIZONTAL BRACING
BAY AT 20-0 INTERVALS
DIAGONALS FROM BRACED
BOTTOM CHORD
TRUSS LAYOUT FOR LOCATION)
(REFER TO TRUSS NOTES AND
BY TRUSS MANUFACTURER
NAILED TO BOTTOM CHORD MAXIMUM
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 183032 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FASTENING OF THE FRAME
PT 1x BUCK
THE CONCRETE SUBSTRATE
APPROVAL
ATTACH TO CONC THRU BUCK W reg
4 FROM CORNERS
FIL
LED
CELL
DIA X 1 degmacr EMBED PHILLIPS HEAD
TAPCONS SPACED PER PRODUCT
HILTI CRS 099-122
COIL NAILS 8 OC
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
INSTALLED PER PRODUCT
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
THROUGH THE BUCK INTO
CORNERS
regmacr
INTENDED FOR THE
ATTACHMENT SPACED PER
X 3 reg macr
ACTUAL FINISHING MATERIALS WOOD SCREW
PRODUCT APPROVAL
PHILLIPS HEAD
TAPCONS AT 12 OC 4 FROM
PT 2x STRUCTURAL BUCK
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
FASTENING OF THE FRAME
THE CONCRETE SUBSTRATE
AND SHAPES PER
ARCHITECTURALS
BEAM BLOCK TO ALLOW
BEAM SCHEDULE
FOR POURED CONC
JAMB REINFORCEMENTSEE PLAN VIEW FOR
BEAM UNINTERRUPTEDCONTINUE THROUGH CONCBEAM BOND BEAM REBAR MUST
DISCONTINUE BOND
6 MIN BEARING TYPBOTTOM BARS
BEAM SCHEDULE)REQUIRED BYMIDDLE BARS (IF
TOP BARS
AND REINF PER CONCCONCRETE BEAM SIZE
FRAME ATTACHED TO 2x
DOOR
THE CONCRETE SUBSTRATE
INSTALLED PER PRODUCT
MOLD
BUCK IS ALLOWED LENGTHEN
WOOD BUCK ATTACH TO
CONC W regmacr DIA X 1 deg
EMBED 12 OC 6 EE
PROVIDE MIN 2 reg
MASONRY EDGE DISTANCE
BUCK PER NOAS
CONCRETE SUBSTRATE
SPECIFICATIONS
BRICK
STUCCO
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
FASTENING OF THE FRAME
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
NOTE UP TO A DOUBLE
TAPCONS TO ENSURE MIN
1-degmacr DIAMETER IS PROVIDED
FOR EMBEDMENT INTO
7 TOP AND (1) 7 BOTTOM
w4s 32 OC(FORMED WITH TWO COURSES OF
ON PRECAST LINTEL
4 MIN BEARING TYP
24 LAPS
(1) 5 FIELD INSTALLED
PRECAST LINTEL BY CASTCRETE
KNOCK-OUT BLOCK) PROVIDE (1)
8x16 GROUTED BOND BEAMPRECAST LINTELBLOCK COURSES OVER
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TOP OF OPENINGMATCHES BOTTOM
LINTEL OVER OPENINGPRECAST CONCRETE
LONGITUDINAL REINFORCEMENT
BEAMOF KO BOND
PER SCHEDULE
(FORMED WITH TWO COURSES
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
(FORMED WITH TWO COURSES
(FORMED WITH TWO COURSES
8x16 GROUTED BOND BEAM
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TYP
TYP
FILLED CELL
VERTICAL CELL IN
(2) CORNER
30 L
AP
BARS TOTAL
(4) CORNER BARS TOTAL
INSTERSECTING WALL CONDITION
30 LAP30 LAP
30 L
AP
REINFORCEMENTSEE P
LAN
1-4
LOCATIONS LAPS TO BE
WALL ABOVE
48 BAR DIAMETERS
30 M
AX
DIAMETER AND
30deg
(2) 5 TRANSVERSE
3 MIN COVER
SEE FOOTING
SCHEDULE FOR ACTUAL
REINFORCEMENT USED
Z-BARS MATCH LAPPED
HORIZONTAL JOINT REINF
PER COLUMN SCHED
SHALL EXTEND INTO CONCRETE
COL SCHED
48 BAR DIAMETERS
LAP SPLICE=
VARIES
CMU WALL
TIES PER CONCVERTICAL REINF
9 LADDER TYPE CMU
COLUMN A MINIMUM OF 6 (TYP
AT ALL LOCATIONS)
SEE NOTE THIS DETAIL
BUCK SEE BUCK
15 MIN CLEAR
CELL UNDER WINDOW SILL
UP TO12 OPENING WIDTH (1) 5 CENTERED
SPACED 48 OC MAX
MIN 8 x8 POURED CONC SILL w
REQUIREMENT OF THIS
UP TO 15 OPENING WIDTH (2) 5 AS SHOWN
15 VERTICAL REBAR IN CMU
UP TO 19 OPENING WIDTH (2) 5 TOP amp BOTSECOND REBAR VARIES
WINDOW PER
PLAN
DETAIL
MIN 8 x12 POURED CONC SILL w
END WITH ACI HOOK INTO
SILL AS SHOWN AND INTO
FOOTING SPLICES TO BE 30
MASONRY UNITS
REINFORCEMENT
(LADDER TYPE)
EVERY OTHER COURSE
9 GAUGE HORIZONTAL
END WITH ACI 90 DEGREE HOOKS
SEE PLAN FOR SIZE AND SPACING
REINFORCED FILLED CELL
8 x8 x16 CONCRETE
SIDES CAST AGAINST SOIL
1-regplusmn
C
LEAR
CO
VERSTIRRUPS
3 CLEAR CONC COVER
FACE OF STD HOOK
1-reg plusmn CLEAR CONC COVER
MIDDLE OF THE BEAM IN BETWEEN
TO THE TIES ON ALL
TO EXTERIOR
INTERMEDIATE SUPPORTS (IF A
ON ALL TOP BARS BEAM END
SEC A-A
ON ALL GRADE BEAM
ELEVATED BEAMS
A
A6 MIN INTO SUPPORTS
90 DEG ACI STANDARD HOOK
TERMINATE (1) BOTTOM BAR WITH
90 DEGREE ACI STANDARD HOOKSPLICE IS REQUIRED)
SPLICE TOP BARS ONLY OVER THE
REQUIRED)
SUPPORTS (IF A SPLICE IS
OVER THE INTERMEDIATE BEAM
SPLICE BOTTOM BARS ONLY
L1 = CLEARSPAN
GREATER
03L OR 0 3L1TEMPERATURE BARS
L1 CLEARSPAN
ON ALL SLAB TOP BARS SLAB ENDS TYP
0 3L OR 0 3L1
SLAB T
HIC
KNESS PER
FR
AM
ING
PLANSBAR SPACING
L CLEARSPAN
SEC A-ABARS INTO SUPPORT
180 DEG ACI STANDARD HOOK
GREATER
6 MIN
EXTEND ALL BOTTOM
2 COVER
6 MIN STEEL BEARING
025 Ln
OR LARGE PIPE AND VARIATIONS IN DEPTH OF STEP
TOP AND BOTTOM)
1-4
PER FOUNDATION PLAN
STEP
SLEEVE ENCASING PIPE
COMPACTED
2
BACKFILL
NEW 8 CONC MASONRY
5 12 OC (TRANSVERSE
3 CLR
TOP OF FOOTING
DETAIL CAN BE USED FOR SIMILAR CONDITIONS INCLUDING A SMALLER
NOTE
regsup2 THICK GALVANIZED STEEL
3 C
LR
8 (MIN BEARING)
24 (TYP)
WALL BEYOND
FOOTING REINFORCEMENT)
6 5 CONT (TO MATCH
COMPACTED
BACKFILL
4-8
30 (TYPICAL)
TOP BARS
BOT BARS
CONCRETE BEAM SIZE
AND REINF PER CONC
BEAM SCHEDULE
8x16 GROUTED BOND BEAM
(FORMED WITH TWO COURSES
OF KNOCK-OUT BLOCK) PROVIDE
LONGITUDINAL REINFORCEMENT
PER SCHEDULE
CMU
NON - STRUCTURAL BUCKSCALE degregsup3 =1
STRUCTURAL BUCK DETAILSCALE degregsup3 =1
BOND BEAM TYP BEAM DROP OVER OPENINGS
SCALE degsup2 =1
DOOR BUCK DETAILSCALE degregsup3 =1
TYP- PRECAST LINTELSCALE degsup2 =1
UNDERNEATH BOND BEAMSCALE degsup2 =1
TYPICAL CHANGE IN BOND BEAM HEIGTH
SCALE regplusmn =1
BOND BEAM CORNER BARSSCALE regplusmn =1 STEP FOOTING DETAIL
SCALE reg plusmn =1
CONCRETE COLUMN SCALE deg =1
CONC WINDOW SILL DETAIL SCALE degregsup3 =1
CMU TYPICAL REINFORCEMENT DETAILSCALE reg plusmn =1
DIAGRAM BEAMSCALE deg =1
MULTI SPAN SLAB REINF DETAILSCALE deg =1
PIPE THROUGHT SHALLOW FOOTING REINFORCEMENTSCALE reg plusmn =1
SECTION CONC- BOND BM - CMU - DNSCALE deg =1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 degsup2regacute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[4] PLAN OF 5
600 N
W 1
4 S
TR
EET
Tekla
structu
res
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 183057 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
reg macr
deg
plusmn
PLAN VIEW ROOF PRESSURE ZONESScale 196
macr reg
deg
plusmn
PLAN VIEW PLYWOOD BLOCKINGScale 196
a VALUE 300 ft
ZONE 1 (INTERIOR) 2504 PSF -3977 PSF
ZONE 2 (PERIMETER) 2504 PSF -6923 PSF
ZONE 3 (CORNER) PSF 2504 -6923 PSF
ROOF PRESSURES
BLANK ZONES IN DETAIL REPRESENT ZONE 1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10122018 sup2sup3macracute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[5] PLAN OF 5
600 N
W 1
4 S
TR
EET
PLYWOOD NAILINGFIELD NAILS 10ds 6 OC
PLYWOOD PANEL PERIMETER 10ds 4 OC
10ds 4 OCROOF OUTER BOUNDARIES (FASCIA)
ALL NAILS TO BE RING SHANK
Tekla
structu
res
3
2
3
3
2
2
2
2
3
22
2
2
BLO
CK 4-0
FR
OM
PER
IMETER
BLO
CK 4-0
FR
OM
PER
IMETER
BLOCK 4-0FROM PERIMETER
BLOCK 4-0FROM PERIMETER
Farid Abugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLCou=Structural Engineer email=FARIDPROJECTCLASSICCOM c=USDate 20181012 190536 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
AC EQUIPMENT SCHEDULE
DWG TAG NOM TON QTY MNF OR EQUAL MODEL OR EQUAL
BTUH
HEAT TYPE
SYSTEM
SEER
CFM
FAN STATIC (IN
WG)
VAPORLIQUID PIPE
CONNECT SIZE
(IN ACR) VPHHZ
COMPRESSOR CONDENSER FAN INDOOR FANELECT
HEAT
LOAD
(KW)
CONDENSING UNIT AIR HANDER UNIT
TOTAL
COOL
SENSIBLE
COOL HEAT
SUPPLY
AIR
RETURN
AIR
OUTDOOR
AIR QTY FLA LRA QTY FLA HP FLA MCA
MAX
FUSE MCA
MAX
FUSE
AIR DISTRIBUTION SCHEDULE
DWG TAG SERVICE MOUNTING DESCRIPTION
MNF OR
EQUAL
MODEL OR
EQUAL
MECHANICAL GENERAL NOTES
NO DESCRIPTION
MECHANICAL SPECIFICATIONS
NO DESCRIPTION
A) AIR CONDITIONING SPECIFICATION
B) INSTALLATION
C) WARRANTIES
BLDG VENTILATION (REF FBCM 402)
SPACE FLOOR
AREA
OPERABLE OPENING
AREA
PERCENT OPERABLE PER
FLOOR AREA
MINIMUM
INFILTRATION
REQUIREMENTS
MET
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
FAN SCHEDULE amp DATA
DWG TAG QTY MNF OR EQUAL MODEL OR EQUAL SERVICE CFM
FAN STATIC
(IN WG)
DUCT
CONNECT
SIZE
ELECTRIC
REMARKSVPHHZ FLA
HVAC PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
M101ABC HVAC NOTES amp DETAILS
BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
ANCHORING SPECIFICATIONS
CONCRETE SCREWS SHALL BE HILTI KWIK-CON II (NOA12-062505)
EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTI KWIK BOLT 3 OR EQUAL
NOMINAL AND TRUE THICKNESS MEMBERS
THE FOLLOWING ARE MEMBERS IN WHICH THE NOTED THICKNESS AND WIDTH IN PLAN AND SCHEDULE IS
INTENDED TO BE THE EXACT MEASUREMENT OF THE ACTUAL BUILT MEMBERS
ALL CONCRETE SLABS
INTERIOR CONCRETE BEAMS AND COLUMNS
FOOTINGS GRADE BEAMS AND PILES
STRUCTURAL STEEL MEMBERS (COLUMNS BEAMS AND CONNECTION MEMBERS)
THE FOLLOWING MEMBERS HAVE THEIR NOMINAL DIMENSIONS NOTED AND THE ACTUAL DIMENSION
VARIES
CONCRETE COLUMNS AND TIE BEAMS IN-LINE WITH MASONRY WALLS WHERE THE COLUMN
THICKNESS SHALL MATCH THE WALL NET THICKNESS
DRESSED LUMBER
INTERIOR PARTITIONS
FBCR440377 PERMANENT FULL-HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED TO
RESIST A LATERAL LIVE LOAD NOT LESS THAN 5 POUNDS PER SQUARE FOOT (239 PA) AND IF SHEATHED
WITH LATH AND PLASTER DEFLECTION AT THIS LOAD SHALL NOT EXCEED L360
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 regmacrdegplusmn
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[1] PLAN OF 5
600 N
W 1
4 S
TR
EET
STRUCTURAL NOTES
ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL
GENERAL
SHEETS SHALL TAKE PRECEDENCE OVER STRUCTURAL ITEMS IN OTHER TRADES PLANS
EXCEPTION NOTES IN OTHER TRADES PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM
CONCRETE STRENGTH FOR FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN
PROJECT SPECIFIC CODES USED
ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE
2017 THIS IMPLIES THE USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER
CONFLICTING ITEMS)
REQUEST FOR INFORMATION
PLEASE USE HAND SKETCHES AND OTHER VISUALWRITTEN METHODS TO COMMUNICATE A
CONSTRUCTION QUESTION SEND TO US VIA EMAIL OR FAX
PROJECT PLANS DETAILS amp ARCHITECTURAL BACKGROUNDS
ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIF IED
DETAILS THAT REFERENCE SPECIF IC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE
PRECEDENCE IN ALL CONFLICTING ITEMS
ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADES DRAWINGS (ELEVATIONS PARTITION
LOCATIONS ETC) HAVE BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY REFER TO
THE CORRESPONDING TRADES PLANS FOR F INAL LAYOUTS AND DETAILS
DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS IF THE
DIMENSION NEEDED IS UNAVAILABLE PLEASE CONTACT THIS OFFICE
GRAVITY LOADING (ASCE 7-10 CHAPTER TABLE C3-1 amp C3-2)
SEE GRAVITY LOADING CHART FOR DESIGN LOADS
REQUEST ACTUAL PRODUCT CUT SHEETS FROM SUPPLIERS FOR ANY EQUIPMENT
HEAVIER THAN 200 LB
SPECIALTY ENGINEERS MUST CONSIDER THE MINIMUM SERVICE WEIGHTS FOR THE
FOLLOWING HOWEVER THE ACTUAL CUT SHEET GOVERNS
POOL TABLE = 1 500 LB
BATH TUB = 600 LB
F ISH TANKS = VARY CONSIDERABLY 4000 LB
AC COMPRESSORS = 500 LB
GENERATORS = 3000 LB
WIND LOADING (ASCE 7-10)
WIND SPEED= MPH (ULTIMTE 3 SECOND GUST)
EXPOSURE =
BUILDING TYPE= ENCLOSED RIGID
MRH=
STRUCTURE CATEGORY = II
KD=085 - EITHER ASD OR LRFD LOAD COMBINATIONS PER ASCE7-10 HAVE BEEN USED FOR
DESIGNING THE VARIOUS STRUCTURAL ELEMENTS IN THIS PROJECT
INTERNAL PRESSURE COEFFICIENT= +- 018
170
C
116 FT
CONTRACTING NOTES
GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW
THEY INTERACT WITH OTHER SPECIALTIES PLANS (ARCHITECTURAL MEP ETC) ALTHOUGH
TRADE COORDINATION HAS BEEN PERFORMED THIS OFFICE SHALL BE CONTACTED IN CASE THE
CONTRACTOR F INDS MISSING AMBIGUOUS UNCLEAR OR CONFLICTING INFORMATION
THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND
SEALED STRUCTURAL PLANS APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS
ALL OPENINGS BELOW 60-0 TO BE PROTECTED FROM IMPACT OF WINDBOURNE DEBRIS
GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY
CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS
IN EXCESS OF THEIR CAPACITY
THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR
FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURAL PLANS
THE CONTRACTOR SHALL INCLUDE IN HIS INITIAL BID A 1 ADDITIONAL (BASED
ON THE TOTAL AMOUNT OF THE SHELL BID) AS AN ALLOWANCE FOR ADDITIONAL
REINFORCEMENT CONCRETE WOOD STRAPPING FORMWORK STRUCTURAL
STEEL PARTS WELDING CONNECTORS SAWCUTTING OR GRINDING CONCRETE
INTEGRITY OF THE STRUCTURE PROPERLY CONSTRUCT THE SHELL AND
REQUIRED BY THE INSPECTOR OR ENGINEER IN ORDER TO ENSURE THE
AND ITS ASSOCIATED LABOR SAID ALLOWANCE SHALL BE USED FOR REWORKS
NOTES AND DETAILS
CORRECT ANY MISINTERPRETATIONS OR INCONSISTENCIES IN THE PLAN VIEWS
3000 PSI CONCRETE
WHEN SPECIF IED UNDER THE CONCRETE STRENGTH STRUCTURAL NOTES READY MIX
CONCRETE TO ACHIEVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI
SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC SHALL COMPLY
WITH ASTM A-185 FABRIC SHALL BE PLACED 13 FROM THE TOP OF THE SLAB LAPS SHALL
BE 6 MIN WWM SHALL BE OVERLAPPED 30 AT PERIMETERS
CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURE THE
MIX IS TO BE PLACED
MASONRY (TMS402-11ACI 530ASCE 5 amp TMS602 ACI5301ASCE 6)
THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY
MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON
NET AREA OF INDIVIDUAL UNITS PER FBCR 6064 ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN
RUNNING BOND UON ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH
BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60 ALL CMU WALL UNDERGROUND
SHOULD BE SOLID GROUTED
ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIF ICATION C-270 WITH A MINIMUM
COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS NO TESTING FOR MORTAR STRENGTH IS REQUIRED
FOR THIS PROJECT MORTAR MAY BE RE-TEMPERED WITH WATER TO REGAIN WORKABILITY FOR NO
MORE THAN 25 HOURS AFTER INITIAL MIXING
GROUT SHALL BE A HIGH SLUMP MIX (8-11) IN ACCORDANCE WITH ASTM SPECIF ICATION C-476 HAVING
A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI
PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND
IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) ALL CONCRETE MASONRY
TIE BEAMS TIE COLUMNS ETC SHALL BE INSPECTED BY A REGISTERED ENGINEER BEFORE CONCRETE
POUR UPON INSPECTION APPROVAL AN ENGINEERING SIGNED SEALED AND DATED LETTER WILL BE
PROVIDED TO THE GENERAL CONTRACTOR AS REQUIRED BY THE AHJ
NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REINFORCING BAR
IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) FOR REINFORCED UNIT
MASONRY MANDATORY INSPECTION REQUIRES A LEVEL B QUALITY ASSURANCE PROGRAM AS
DESCRIBED BY MSJC TABLE 4 WHICH STATES THE GENERAL CONTRACTOR SHALL PROVIDE TO THE
INSPECTOR CERTIFICATES OF MATERIALS USED IN MASONRY CONSTRUCTION SUCH AS MASONRY
BLOCK COMPLYING WITH ASTM C90 THE MINIMUM NET COMPRESSIVE BLOCK STRENGTH OF 1900PSI
AND THE GRADE OF STEEL DEFORMED REINFORCEMENT TO BE ASTM A615 THE SPECIAL INSPECTOR
SHALL VERIFY GROUT SPACES LADDER TYPE REINFORCEMENT REINFORCEMENT DIAMETER AND
LOCATIONS FOR WALLS TIE BEAMS AND CONCRETE COLUMNS
ALL CONCRETE SLAB EDGES AND CONCRETE BEAMS SUPPORTING EXTERIOR WALLS SHALL BE
RECESSED A MINIMUM OF 34 BELOW TOP OF SLAB FOR A WIDTH OF THE EXTERIOR WALL
COURSE FOR ALL EXTERIOR WALLS THIS REINFORCEMENT SHALL EXTEND MIN 4 INTO ALL CONCRETE
COLUMNS
DRAINAGE
ALL EXTERIOR FLAT SURFACES SHALL BE SLOPED TO DRAINS AS SHOWN IN THE ARCHITECTURAL
DRAWINGS
ALL ELEVATED ENCLOSED SURFACES SHALL BE PROVIDED WITH SCUPPERS PER ARCHITECTURALS
WOOD (AFampPA NDS 2015 ASD)
STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE 2 WITH MAXIMUM MOISTURE CONTENT OF 19
COMMON NAILS TO BE USED UNO (8d=0131Oslash 10d=0148Oslash 16d=0162Oslash)
TIMBERS TO BE SOUTHERN PINE
LUMBER TO BE PRESSURE TREATED OR OTHERWISE SEPARATED WITH A MOISTURE BARRIER (SUCH AS
BUILDING PAPER OR GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES
ALL SOUTHERN PINE WOOD OR PLYWOOD EXPOSED TO THE EXTERIOR TO BE PRESSURE TREATED
ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADE DESIGNATION NO STAMPED
MEMBER SHALL BE USED IF MEMBER HAS BECOME DEFECTIVE
ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER
FOR WOOD FRAMED WALLS STAGGER THE TOP PLATE JOINT LOCATIONS 24 OR MORE
EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25 WHEN NEEDED TO ACCOMMODATE OTHER
TRADESCONCRETE REINFORCEMENT
TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED CONTINUOUSLY
(WITHOUT BREAKS OR INTERRUPTIONS) IN ALL AREAS OF THE SLAB AND RUNS PERPENDICULAR TO THE
MAIN REINFORCEMENT OVERLAP TEMPERATURE BARS WHERE NEEDED A MIN OF 24
CONCRETE REINFORCEMENT BARS STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM A-615
(GRADE 60) REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL
STEEL SHALL CONFORM TO ASTM A-706 (GRADE 60) REINFORCING BARS CONTAINING A LIGHT COAT OF
RUST SHALL BE ALLOWED
ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS
FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX
ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES
WELDED REINFORCEMENT SHALL CONFORM TO AWS D14 OR BE ASTM A706 GRADE 60
ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO)
ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR
CONCRETE COVER SHOULD BE AS FOLLOWS UNLESS NOTED OTHERWISE
CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUNDALL BAR SIZES 3
FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL
5 BARS OR SMALLER 1-12
ALL OTHER BAR SIZES 2
FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND
SLABS CAST IN PLACE WALLS 34
BEAMS AND COLUMNS 1-12
COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS
THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1 AMOUNT OF REBAR TO BE USED AT THE
DISCRETION OF THE STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS
FOUND TO BE CRITICAL DURING CONSTRUCTION
ALL OTHER TRADES PLANS SHALL BE VERIFIED TO IDENTIFY THE LOCATION OF DEPRESSIONS
RECESSES PIPES PENETRATIONS SLEEVES ETC SAID PENETRATIONS SPECIALLY WHEN THEY CROSS
CONCRETE BEAMS AND COLUMNS MUST BE BLOCKED OUT FROM THE POUR DISPLACING THE LEAST
AMOUNT OF CONCRETE PRIOR TO THE POUR ANY PENETRATIONS LARGER THAN 5 DIAMETER MUST BE
APPROVED BY THIS OFFICE
ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH
CONCRETE EPOXY BONDING AGENT APPLIED AS PER THE MANUFACTURERS SPECIF ICATIONS
ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT
LAITANCE DEBRIS ETC PRIOR TO THE PLACEMENT OF ANY CONCRETE
HAVE LESS THAN 34 COVER AGAINST A PIPE
MUST BE F IELD SPRAY GALVANIZED 6 TO EACH SIDE OF EACH PIPE NO REBAR SHALL
COVER AGAINST PVC PIPES DUE TO INEVITABLE FIELD COORDINATION WITH PLUMBING
FOR PIPES THAT RUN ON THE INSIDE OF THE REINFORCING CAGE OF CONCRETE
INTO EACH OF BOTH SLABS SPACED 12 OC AND 4 FROM EACH SIDE
F INISHES UNLESS NOTED OTHERWISE USE 3 REBAR SINGLE PIECE EXTENDING 12
PREVENT DIFFERENTIAL SETTLEMENT THAT COULD CRACK FLOORING OR OTHER
ANY CONSTRUCTION JOINT BETWEEN TWO SLABS REQUIRES CONNECTION DOWELS TO
PROJECT
CONCRETE PLACEMENT
ACI3472R-10 45 NO WORKER SHALL BE ALLOWED DIRECTLY UNDER THE FORMS DURING CONCRETE
PLACEMENT
CURING AGENTS USED ON ROOFS SHALL BE CHECKED FOR COMPATIBILITY WITH ROOFING MATERIALS
BOND BEAM
GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH amp ELEVATIONS WITH ARCHITECTURAL PLANS amp
NOTIFY ARCHITECT OF ANY DISCREPANCIES COORDINATE MASONRY OPENINGS WITH WINDOW
MANUFACTURER amp NOA
FOR ARCHED BEAMS ADD (2) 5S DIAGONAL EACH END OF THE BEAM ADD (1) EXTRA 5 DIAGONAL EACH
SIDE FOR EVERY 4 EXTRA WIDTH
BEAM DEPTHS ARE MINIMUM REQUIRED ADD 25 MIDDLE FOR EVERY ADDITIONAL 12 OF DEPTH
REQUIRED
TYPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH LONGITUDINAL
CONTINUOUS IN EACH COURSE LAPS TO BE 30 USE (2) 5x30x30 CORNER BARS AT EVERY CORNER
T-INTERSECTION OR VERTICAL TRANSITION
FOR 12 AND 16 WIDE TIE BEAMS INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) 5
PCL REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA 14-090303 USE 12
WIDE LINTEL FOR 12 THICK WALLS
TIES AT INTERMEDIATE AND END SUPPORT SPACING REFERS TO TIES TO EACH SIDE OF EACH
INTERMEDIATE COLUMN OR WALL SUPPORT
BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN
INSTALLEDIF NO END TIES SHOWN USE BALANCE THROUGHOUT THE ENTIRE LENGTH OF THE BEAM
GC TO VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS COORDINATE WITH GLAZING
MANUFACTURER
FOR BROWARD AND DADE COUNTIES FBC 2121232 REQUIRES THE USE OF 17 REBAR IN
THE TOP AND BOTTOM BOND BEAM COURSES 5x42x42 CORNER BARS CAN BE USED TO
AID IN F ITTING UPLIFT STRAPS
ROOF SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT SIZE AND PRESSURE
COMPONENTS amp CLADDING DESIGN WIND PRESSURES
8-2 HEIGHT ZONE 4 = +327 -357 PSF ZONE 5 = +327 -419 PSF
WOOD TRUSSES (PRE-ENGINEERED)
BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200LB ALONG
ANY PANEL POINT TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE TO MAINTENANCE WORKERS PER
FBC TABLE 16071
STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES GIRDERS AND ANY CONNECTIONS REQUIRED
BETWEEN THEM ARE TO BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THEFORM OF SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ENGINEER OFRECORD FOR GENERAL COMPLIANCE WITH INITIAL LAYOUT AND DESIGN PARAMETERS
TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING
PLANS BY THE ENGINEER OF RECORD
TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING
PRESSURES
DESIGN FABRICATION AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL
BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS
DESIGN SPECIF ICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85) DESIGN
SPECIF ICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80)
BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS (BWT 76) HANDLING AND ERECTING
WOOD TRUSSES COMMENTARY AND RECOMMENDATIONS (HIB-91)
DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRUSSES PER THE BELOW
REQUIREMENTS MATERIAL SHALL NOT BE LESS THAN 12 GYPSUM BOARD OR 38 PLYWOOD
FOR WOOD ROOF TRUSSES DRAFTSTOPPING IS REQUIRED PER FBC 71843 SUCH THAT ANY
HORIZONTAL AREA DOES NOT EXCEED 3000 SQFT
FOR WOOD FLOOR TRUSSES DRAFTSTOPPING IS REQUIRED PER FBCR 30212 SUCH THAT ANY
HORIZONTAL AREA DOES NOT EXCEED 1000 SQFT
FBC 212124 GABLE END TRUSSES ARE NOT ALLOWED ALL GABLE WALLS TO BE BUILT
WITH MASONRY GABLE WALLS AND CONCRETE RAKED BEAMS OR WITH BALLOON
FRAMED STUD WALLS AND RAKED DOUBLE TOP PLATES
ATTIC TRUSSES SHALL BE SHEATHED WITH 34 CDX PLYWOOD SUB FLOOR USE 8D RING
SHANK NAILS 6 OC
THE TRUSS LAYOUT SHOWN IN OUR FRAMING PLANS IS TO BE SUPERCEDED BY THE
APPROVED SHOW DRAWINGS WHICH SHALL GOVERN FOR EXACT TRUSS LOCATIONS AND
NUMBER OF PLIES
SPAS TUBS STONE CLAD FEATURES SUCH AS CHIMNEYS SHALL HAVE THEIR EXTRA
WEIGHTS ACCOUNTED FOR IN THE TRUSS ENGINEERING REQUEST THE CUT SHEET
FROM THE GENERAL CONTRACTOR IN ORDER TO APPLY THE LOADS IN THE CORRECT
SUPPORT POINTS AND WITH THE CORRECT MAGNITUDES
NOTE
ONLY 10 PSF ALLOWED TO BE USED AS DEAD UPLIFT COUNTERWEIGHT
-ALL ATTIC AREAS WHERE LIGHT UNINHABITABLE STORAGE IS LOCATED MUST BE
DESIGNED FOR AN ADDITIONAL CONCURRENT 20 PSF LIVE LOAD
SHOP DRAWINGS
FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES
HAVE STAMPED AND
GENERAL CONTRACTOR HAS VERIF IED
-FIELD DIMENSIONS
-AS BUILT VARIATIONS WHICH MAY AFFECT CONNECTION DETAILS
-GENERAL COMPLIANCE WITH THE APPROVED PLANS
ARCHITECT HAS VERIF IED
-INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILING HEIGHTS COFFERS
VAULTS AND ANY OTHER GEOMETRICAL CEILING FEATURES
-LENGTH OF OVERHANG RIDGE LINES AND ROOF PITCH
-MINIMUM AREAS DESIGNATED FOR STORAGE SPACES
-EXTERIOR WALL RECESSES
GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNED
AND SEALED BY THE DELEGATED ENGINEER FOR APPROVAL CONTRACTOR TO ANTICIPATE FOR TIME OF
REVIEW ADJUSTMENT AND RESUBMITTAL SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH
THE DESIGN PARAMETERS SPECIF IED IN THESE PLANS BUT IN NO CASE LESS THAN THE MINIMUMS
REQUIRED BY THE ABOVE MENTIONED CODES DESIGN PARAMETERS USED AND ALL LOADS FROM
REVIEW PACKAGE
SPECIALTY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED IN THE
ABBREVIATION LEGEND
ADDL - ADDITIONAL
AB - ANCHOR BOLT
ACI - AMERICAN CONCRETE INSTITUTE
AISI - AMERICAN IRON AND STEEL INSTITUTE
AISC - AMERICAN INSTITUTE OF STEEL
ASD - ALLOWABLE STRESS DESIGN
AL - ALUMINUM
BAL - BALANCE REMAINING
BP - BASE PLATE
BOT - BOTTOM
CANT - CANTILEVERED
CIP - CAST IN PLACE
CLG - CEILING
CL - CENTER LINE
CLR - CLEAR
CONC - CONCRETE
COL - COLUMN
CJ - CONTROL JOINT CONSTRUCTION JOINT
CONN - CONNECTION
DBA - DEFORMED BAR ANCHOR
CMU - CONCRETE MASONRY UNIT
DET - DETAIL
DL - DEAD LOAD
DIA - DIAMETER
DIM - DIMENTION
EA - EACH
EW - EACH WAY
EA - EACH END
EWTB - EACH WAY TOP AND BOTTOM
EF - EACH FACE
EJ - EXPANSION JOINT
FBC - FLORIDA BUILDING CODE
FF - F INISHED STRUCTURAL FLOOR ELEVATION
FNDN - FOUNDATION
FR - F INISHED STRUCTURAL ROOF
FRMNG - FRAMING
ELEVATION
FTG - FOOTING
GA - GAUGE
GC - GENERAL CONTRACTOR
HC - HOLLOWCORE
HS - HEADED STUD NELSON STUD
HDG - HOT DIPPED GALVANIZED
KLF - 1000 PER LINEAR FOOT
HSS - HOLLOW STRUCTURAL SECTION
KO - KNOCK-OUT
KSI - 1000 LB PER SQUARE INCH
LW - LONG WAY
LRFD - LOAD AND RESISTANCE FACTOR DESIGN
LL - LIVE LOAD
MCJ - MASONRY CONTROL JOINT
LLBB - STEEL ANGLES WITH LONG LEGS BACK TO BACK
MO - MASONRY OPENING
MFR - MANUFACTURER
MIN - MINIMUM
MID - MIDDLE
MISC - MISCELLANEOUS
OC - ON CENTER SPACING
NTS - NOT TO SCALE
OD - OUTSIDE DIAMETER
PT - PRESSURE TREATED WOOD
PSI - 1 LB PER SQUARE INCH
PSF - 1 LB PER SQUARE FOOT
PLF - 1 LB PER LINEAR FOOT
RS - RING SHANK NAIL
PL - PLATE
RC - REINFORCED CONCRETE
REINF - REINFORCEMENT
SDS - SELF DRILLING SCREW
STD - STANDARD
SLBB - STEEL ANGLES WITH SHORT LEGS BACK TO BACK
SJI - STEEL JOIST INSTITUTE
SCHED- SCHEDULE
SDI - STEEL DECK INSTITUTE
SW - SHEAR WALL
SW - SHORT WAY
TON - 2000 LB
TYP - TYPICAL
TSTRUCTURE - THE TOP ELEVATION OF THE CONCRETE
T - MEMBERS TOP ELEVATION
SLAB BEAM OR PLYWOOD ARCHITECTURAL F INISHES ARE
APPLIED ABOVE THIS ELEVATION
TS - TUBE STEEL (HOLLOW STRUCTURAL SECTION)
TOS - TOP OF SLAB
TOB - TOP OF BEAM
U= - UPLIFT VALUE IN LB
UNO - UNLESS NOTED OTHERWISE
VERT - VERTICAL
VB - VAPOR BARRIER
VIF - VERIFY IN F IELD
W - WITH
WWF - WELDED WIRE FABRIC
Oslash - DIAMETER
CONSTRUCTION
1 KIP - 1000 LB
SHALLOW FOUNDATION (SOIL PRESSUREASD FOOTING DESIGN LRFD)
BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING PSF
SITE PREPARATION (ANY DE-MUCKINGDE-WATERING PRE-CONSOLIDATION COMPACTION
PRESCRIBED TESTING OR ANY OTHER PROCEDURE PRECAUTION OR RECOMMENDATION AS OUTLINED
IN THE SOILS REPORT) TO BE PERFORMED PER SOILS AND SUBSURFACE INVESTIGATION
TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12 BELOW FINISHED GRADE
PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES
WHERE ADJACENT TO RETAINING WALLS OR POOL WALLS BASE OF FOOTINGS SHALL BE DEEP ENOUGH
AS TO BE LEVEL WITH THE FOOTINGBASE OF THE ADJACENT RETAINING WALLPOOL
ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT UNO
THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE INSPECT VERIFY
ANDOR CORRECT ANY SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED
STRUCTURE
THE CONTRACTOR SHALL DE-WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY
VIBRATORY COMPACTION EQUIPMENT WILL CAUSE VIBRATIONS THAT WILL TRAVEL TO NEIGHBORING
PROPERTIES AND CAUSE DAMAGE AND DISRUPTION VIBRATION LEVELS SHALL BE MONITORED DURING
OPERATIONS TO GUARANTEE A MAXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF
ADJACENT PROPERTIES THE CONTRACTOR SHALL CONSIDER PERFORMING A CONDITION SURVEY OF
ADJACENT PROPERTIES BEFORE AND AFTER COMPACTION OPERATIONS IN CASE DAMAGES OCCUR
THAT WILL NEED TO BE REPAIRED
sup2sup3acuteacute
CONCRETE TESTING
QUALIFIED F IELD TESTING TECHNICIANS SHALL PREPARE SPECIMENS REQUIRED FOR CURING UNDER
FIELD CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING
SPECIMENS FOR LABORATORY STRENGTH TESTS
ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY ONE TEST (CONSISTING OF
BREAKING (2) 6Oslash DIAMETER x 12 HIGH CONCRETE CYLINDER SAMPLES MOLDED AS PER ASTM C31 AND
TESTED PER ASTM C39) SHALL BE PERFORMED ACCORDING TO THE MOST FREQUENT OF
ONCE A DAY
ONCE EVERY 150 CUBIC YARDS
ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA
7 DAY 14 DAY AND 28 DAY TEST REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF
RECORD FOR REVIEW THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT
THE TIME OF CONCRETE POUR AND INDEPENDENTLY COLLECT CYLINDERS AND PERFORM
COMPRESSIVE TESTING
DEFLECTION DESIGN CRITERIA
ALL MEMBERS (BEAMS SLABS TRUSSES JOISTS ETC) COMPOSING FLOORS HAVE BEEN
DESIGNED AND SHALL BE DESIGNED BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR
TOTAL LOAD SPAN 240
REINFORCED CONCRETE ELEMENTS LIVE LOAD + LONG TERM SPAN 360
WALL MULLIONS L 175
MARBLE AND STONE TILE SUPPORTING FLOORS LIVE LOAD SPAN 720
ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS LIVE L240 TOTAL L180 PER FBC
TABLE 16043
Tekla
structu
res
SOIL
+12-6
46B-INNER
OUTERMOST LAYER46T-OUTER
REVISION NUMBER - SEE TITLE BLOCK FOR DATE
SYMBOL LEGEND
46T-INNER
JOISTS OR TRUSSES - SEE SHOP DRAWINGS
WOOD MEMBERS
4
46B-OUTER
PARTITION
SYMBOL
SECTION MARK - DETAIL NUMBER SHEET NUMBER
-T
NEW CONCRETE SLAB
DESCRIPTION
STEEL REINFORCEMENT LEGEND
-46
TEMPERATURE AND SHRINKAGE REINF
-INNER
4s 6 OC
UPLIFT FORCES amp CONNECTORS - SEE STRAP SCHED
4
STEEL COLUMN BELOW FLOOR LEVEL
STEEL COLUMN ABOVE FLOOR LEVEL
-TEMP
-B BOTTOM
TOP
-OUTER
INNERMOST LAYER
HELICAL PIER - SEE STRUCTURAL NOTES
FILLET WELD - SEE NOTES FOR SIZE amp LENGTH
ROOF RIDGE LINES
STEEL COLUMN ABOVE AND BELOW FLOOR LEVEL
1
WIND PRESSURES ON OPENINGS (GIVEN IN PSF)
FLOOR STEP
W8X67
CMU WALL CURRENT LEVEL
STEEL BEAM
NEW CONCRETE BEAM
EXISTING STRUCTURE
14 Oslash AUGER CAST PILE TO BE CENTERED UNDER
SC1
SC1
P1
TYP
NEW CONCRETE FOOTING
CONCRETE PAD FOOTING - SEE FOOTING SCHEDULE
S1
REVISION CLOUD
STEEL COLUMN
ELEVATION MARKER - SEE ARCH PLANS FOR +0-0
CONCRETE COLUMN - SEE CONC COL SCHED
STEEL BEAM
WELD SYMBOLS
FILLED CELL - SEE CONC COL SCHED
SC1
regdegmicro
A+B+D 1160
+0-0 FF
W10X39
4 TENDON HEIGHT MEASURED FROM SLAB BOTTOM
SEE BEAM SECTION OR PROFILE FOR REINFORCEMENT
B840 T14-0 CONCRETE BEAM 8 WIDE x 40 DEEP TOP +14-0
6
3
TIE BEAM TRANSITION SYMBOLS
SC1
6
GRADE BEAM SEE STRUCTURAL NOTES FOR REINF
BELOW
THICK DASHED LINE REPRESENTS OPENING ON
ABOVE
BELOWABOVE
STORY BELOW REINFORCED MASONRY WALL
-8888
CONCRETE WALL (PRECAST OR CAST IN PLACE)
FOUNDATION FRAMING PLANS FOR LOCATIONSCONCRETE WALL VERTICAL REINFORCEMENT SEE
+5506
CMU WALL ONE LEVEL BELOW
+10-0TOBTOB
WOOD
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 182935 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
PLAN VIEW FOUNDATION PLANSCALE regmacrdeg =1
macr plusmn
sup2
sup3
SOURCE SHEET S1SCALE reg = 1
macr
micromacr
SOURCE SHEET S1SCALE reg =1
acute
micromacrSOURCE SHEET S1
SCALE reg = 1reg
micromacr
SOURCE SHEET S1SCALE reg = 1
plusmn
micromacr
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 regparamacrmiddot
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[2] PLAN OF 5
600 N
W 1
4 S
TR
EET
CONTINUOUS FOOTING SCHEDULE
CODE DEPTH (IN) BOT WIDTH (IN) LONG BARSLIN FEET SHORT BARS TRANSFER BAR
MF20 35 BOT24 16 137 4s 12 OC NA
TE12 25 MID12 8 38 NA NA
Tekla
structu
res
LOADING CHARTAREA NAME LIVE LOAD (PSF) SUPER IMPOSED DEAD LOAD (PSF)
EXTERIOR SLAB ON GRADE 10025
INTERIOR LIVING - 4 SLAB ON GRADE 5577
INTERIOR LIVING - SLAB ON GRADE 5525
MASONRY COLUMN SCHEDULE
CODE COUNT SIZE VERTICAL COMMENTS DETAILS
5 NA15 8x8 67
4-0
1-5
cedil
+336-366
1-0
cedil
cedil cedil cedilcedil cedil cedil
8-2
4-0
REINFORCEDSILL BEAMPER TYPICAL DETAIL
OPTION
30-0
cedil
cedil
MF20
cedil
cedil
cedil
+337-367 cedil
4-0
cedil
MF20
+336-366
sup1ordmmacrplusmn
BA2
KITCHEN
4-0
REIN
FO
RCED
SIL
L B
EAM
PER
TYPIC
AL D
ETAIL
cedil
cedil
cedil
cedil
+338-368
+378-408
4-10
BEDROOM
MASTER
cedil
LIVING
cedil
+349-379
cedil
cedil
1-4
STO
4-0
BEDROOM 3
2-5
BEDROOM 2
3-3
4-0
cedil cedil
3-1
cedil cedil cedil
REINFORCEDSILL BEAMPER TYPICAL DETAIL
+344-374
4
S1
4-0
3-9
cedil
4-0
LAUN
+378-408
8-2
cedil
+344-374
REIN
FO
RCED
SIL
L B
EAM
PER
TYPIC
AL D
ETAIL
CJ
cedil
sup1ordmmacrplusmn
cedil
+344-374
4-0
MF20
cedil
MBA
CJ
cedil
cedil
cedil
cedil
cedil
cedil
AHU
cedil cedil
4-10
cedil
cedil
cedil sup1ordmmacrplusmn
4 EXTERIOR SLABON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
T 0
cedil
2-10
8
2-9
MF20
3-2
CJ
4-4
cedil cedil cedil
cedil
4 INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
T 0
MF20
MF20
MF20
MF20
2
S1
3
S1
1
S1
DINING ORFAMILY RM4
-0
4-0
3-1
2-10
8
4-9
4-0
40-0
40-0
4-0
30-0
4-0 2-8 5-10 2-92-6 5-10 4-0
2-10 4-0
4-0
1-4 1-4 8-4 1-4
STARTER DOWEL48 BAR DIA LAP
(2) 3 5s
WWM W14 6x6
CMU SIZE AND REINF PERPLAN VIEW PROVIDE 9 LADDERTYPE REINFORCEMENT EVERYOTHER COURSE PROVIDEBLOCK RECESS PER ARCH PLANS
MAIN DOWN BARDIAMETER AND LOCATIONSPER PLAN VIEW
(2) 4s 12 OC
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
MF20BLOCK RECESS PER ARCH
3 5s
WWM W14 6x6
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
MF20BLOCK RECESS PER ARCH
OPENING
4s 12 OC
REINFORCEDSILL BEAMPER TYPICAL DETAIL
STARTER DOWEL48 BAR DIA LAP
MF20BLOCK RECESS PER ARCH
3 5s
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
4s 12 OC
STARTER DOWEL48 BAR DIA LAP
CMU SIZE AND REINF PERPLAN VIEW PROVIDE 9 LADDERTYPE REINFORCEMENT EVERYOTHER COURSE PROVIDEBLOCK RECESS PER ARCH PLANS
MAIN DOWN BARDIAMETER AND LOCATIONSPER PLAN VIEW
3 5s
WWM W14 6x6
WWM W14 6x6
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
4s 12 OC
OPENING
MF20BLOCK RECESS PER ARCH
EXTERIOR SLABON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
TE12
FaridAbugattas
Digitally signed by Farid AbugattasDN cn=Farid Abugattas o=ProjectClassic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=USDate 20181012 183002 -0400 SUBJECT TO ALL CODES OF THE
CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FRAMING PLAN LEVEL 2SCALE regmacrdeg =1
plusmn
sup2
macr sup3ROOF SHEATHING ATTACHMENT DETAIL
SCALE regmacrdeg =1sup3
acutesup3
DETAILSCALE regmicro = 1
reg
acutesup3
ROOF TRUSS BOTTOM CHORD BRACINGSCALE micro =1
macr
acutesup3
LOADING CHARTAREA NAME LIVE LOAD (PSF)SUPER IMPOSED DEAD LOAD (PSF)
WOOD ROOF TRUSSES 3025
MGT FL11470 2970 (1) 58 x 12 EMBED EPOXY
NOTE
1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER ALL VALUES ARE BASED ON DOUG-FIR-LARCHSP PINE TIMBER
2) NAILS SHALL BE INSTALLED IN LOWER-MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPOXIED THREADED RODS SHOWN ON SCHEDULE
4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS
5) INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH6) SIMPSON PRODUCTS EXPOSED TO THE WEATHER MUST BE Z-MAX WHERE AVAILABLE
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 regparamacrmiddot
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[3] PLAN OF 5
600 N
W 1
4 S
TR
EET
HURRICANE STRAPS SCHEDULE
CODE APPROVAL UPLIFT PERP TO TRUSS (F1) PARALLEL TO TRUSS (F2) TRUSSRAFTER REMARKS
HETA 16 FL114733 1810 340 725 (9) 10d x 1-12 NAILS
RECTANGULAR BEAM SCHEDULE
CODE WIDTH (in) DEPTH (in) TOP MIDDLE BOTTOM STIRRUPS
BOND BM 8 8 1 7 1 7
PCL8 8 8 1 7
Tekla
structu
res
(1) MGT - U= 2680
(1) HETA 16 - U= 210
2X4
TOB8-2
(1) HETA 16 - U= 320
2X4
PCL8
TOB8-2
BO
ND
BEAM
8
-2
PCL8 PCL8
2X4
PCL8
TOB8-2
PCL8
PCL8
PCL8
PCL8
(1) MGT - U= 2680
G=4450
PCL8 PCL8
2X4
BOND BEAM 8-2
(2) HETA16
- U
= 9
00
(2) HETA16
- U= 9
00
GT
PCL8
PCL8
3
S2
PCL8
BO
ND
BEAM
8
-2
BOND BM 8-2
PCL8
3
S2
G=4450
10 OC SEE DETAIL 1S2BRACING SPACED MAX TRUSS 2X4 BOTTOM CHORDLINE REPRESENTS WOOD
AND SPECIFICATIONSPLYWOOD NAILING PATTERNSEE DETAIL 2S2 FOR
FOR GOVERNING LAYOUTSHOP DRAWINGSMAX SPACINGSEE APPROVEDROOF TRUSSES 24 OCPRE-ENGINEERED WOOD
TOB8-2
TOB8-2
TOB8-2
TOB8-2
TOB8-2
PCL8
(1) HETA 16 - U= 320
BO
ND
BEAM
8
-2
PRE-ENG WOOD TRUSSES
WALL SECTION)
cedilpara CDX PLYWOOD
2
AREAS LABELED
PROVIDE para SPACING
AT PANEL EDGES
TYP WALL SECTION)
1
BY PLYWOOD
FACE GRAIN TO RUN
LATERAL BRACING IF
SUPPORTS
2
SHEATHING
BLOCKING
BLOCKING
BOND BEAM OR
3
REQUIRED (SEE TYP
w (2) 16d TO EACH
24 OC (SEE ROOF PLAN)
PERPENDICULAR
TO
macr macrdeg SPACE AT
PANEL ENDS
TIE BEAM (SEE
TYP WALL SECTION)
WOOD FASCIA (SEE
TRUSS END
ALL NAILS TO BE RING SHANK
PROVIDE 2x4
PROVIDED IN
DETAIL TOE NAIL TO
TOP CHORD AT EACH
END WITH (2) 16ds
1
1
2
1
1
3
SEE ARCHITECTURALS
OVERHANG LENGTH VARY
SOFFIT DROP DEPTH AND
HEEL HEIGHTS
ARCH
FOR ROOFING TYPE
FOR NAILING PATTERN
AND LATERAL RESTRAINTS
NOTE SEE ARCHITECTURALS
SEE
SEE PLYWOOD NAILING DETAIL
12
SHOP DRAWINGS
SEE APPROVED
TRUSSES 24 OC
PRE-ENG ROOF
LADDER TYPE REINFORCEMENT
SEE TYPICAL DETAIL FOR
LOCATION
REINFORCEMENT DIAMETER AND
PLAN FOR VERTICAL
SEE FOUNDATION AND FRAMING
REINFORCED CMU WALL
SEE TYPICAL DETAILS
BOTTOM CHORD BRACING
BOND BEAM
SEE STRAP SCHEDULE
HURRICANE TIES
PLAN
FRAMING
PER
BEAM
T TIE
TRUSSES (TYPICAL)
TRUSS CHORD AT TOP
BOTTOM CHORD NAILED TO
PLAN VIEW OF END RESTRAINT
OVERLAP SPLICES
AND BOTTOM END
COFFER OR
30 D
EG M
AX
REPEAT AT BOTH ENDS
LOCATED 10-0 CC MAX
2 - 8d NAILS EACH MEMBER
2 x4 CONT LATERAL WOOD BRACING
SPACING
2X4 CROSS BRACES
10-0 SPACING AND AS REQUIRED
OF PRE - ENGINEERED WOOD
WOOD ROOF TRUSSES 24 OC MAX
CHORD BRACING
RUNS WITH (1) SIMPSON LSTA30
BOTTOM CHORD OF
TRUSSES
SIMPSON GA2 CLIP TO
BRIDGING
2x4 DIAGONALS W 2 - 8d NAILS
INSTALL ONE PER LINE OF
SPLICE BOTTOM CHORD BRACING
FOR TRANSITIONAL BOTTOM
TRUSS SECTION VIEW
CEILING HEIGHT
CHANGE IN
CONT 2 x4 HORIZONTAL BRACING
BAY AT 20-0 INTERVALS
DIAGONALS FROM BRACED
BOTTOM CHORD
TRUSS LAYOUT FOR LOCATION)
(REFER TO TRUSS NOTES AND
BY TRUSS MANUFACTURER
NAILED TO BOTTOM CHORD MAXIMUM
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 183032 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FASTENING OF THE FRAME
PT 1x BUCK
THE CONCRETE SUBSTRATE
APPROVAL
ATTACH TO CONC THRU BUCK W reg
4 FROM CORNERS
FIL
LED
CELL
DIA X 1 degmacr EMBED PHILLIPS HEAD
TAPCONS SPACED PER PRODUCT
HILTI CRS 099-122
COIL NAILS 8 OC
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
INSTALLED PER PRODUCT
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
THROUGH THE BUCK INTO
CORNERS
regmacr
INTENDED FOR THE
ATTACHMENT SPACED PER
X 3 reg macr
ACTUAL FINISHING MATERIALS WOOD SCREW
PRODUCT APPROVAL
PHILLIPS HEAD
TAPCONS AT 12 OC 4 FROM
PT 2x STRUCTURAL BUCK
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
FASTENING OF THE FRAME
THE CONCRETE SUBSTRATE
AND SHAPES PER
ARCHITECTURALS
BEAM BLOCK TO ALLOW
BEAM SCHEDULE
FOR POURED CONC
JAMB REINFORCEMENTSEE PLAN VIEW FOR
BEAM UNINTERRUPTEDCONTINUE THROUGH CONCBEAM BOND BEAM REBAR MUST
DISCONTINUE BOND
6 MIN BEARING TYPBOTTOM BARS
BEAM SCHEDULE)REQUIRED BYMIDDLE BARS (IF
TOP BARS
AND REINF PER CONCCONCRETE BEAM SIZE
FRAME ATTACHED TO 2x
DOOR
THE CONCRETE SUBSTRATE
INSTALLED PER PRODUCT
MOLD
BUCK IS ALLOWED LENGTHEN
WOOD BUCK ATTACH TO
CONC W regmacr DIA X 1 deg
EMBED 12 OC 6 EE
PROVIDE MIN 2 reg
MASONRY EDGE DISTANCE
BUCK PER NOAS
CONCRETE SUBSTRATE
SPECIFICATIONS
BRICK
STUCCO
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
FASTENING OF THE FRAME
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
NOTE UP TO A DOUBLE
TAPCONS TO ENSURE MIN
1-degmacr DIAMETER IS PROVIDED
FOR EMBEDMENT INTO
7 TOP AND (1) 7 BOTTOM
w4s 32 OC(FORMED WITH TWO COURSES OF
ON PRECAST LINTEL
4 MIN BEARING TYP
24 LAPS
(1) 5 FIELD INSTALLED
PRECAST LINTEL BY CASTCRETE
KNOCK-OUT BLOCK) PROVIDE (1)
8x16 GROUTED BOND BEAMPRECAST LINTELBLOCK COURSES OVER
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TOP OF OPENINGMATCHES BOTTOM
LINTEL OVER OPENINGPRECAST CONCRETE
LONGITUDINAL REINFORCEMENT
BEAMOF KO BOND
PER SCHEDULE
(FORMED WITH TWO COURSES
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
(FORMED WITH TWO COURSES
(FORMED WITH TWO COURSES
8x16 GROUTED BOND BEAM
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TYP
TYP
FILLED CELL
VERTICAL CELL IN
(2) CORNER
30 L
AP
BARS TOTAL
(4) CORNER BARS TOTAL
INSTERSECTING WALL CONDITION
30 LAP30 LAP
30 L
AP
REINFORCEMENTSEE P
LAN
1-4
LOCATIONS LAPS TO BE
WALL ABOVE
48 BAR DIAMETERS
30 M
AX
DIAMETER AND
30deg
(2) 5 TRANSVERSE
3 MIN COVER
SEE FOOTING
SCHEDULE FOR ACTUAL
REINFORCEMENT USED
Z-BARS MATCH LAPPED
HORIZONTAL JOINT REINF
PER COLUMN SCHED
SHALL EXTEND INTO CONCRETE
COL SCHED
48 BAR DIAMETERS
LAP SPLICE=
VARIES
CMU WALL
TIES PER CONCVERTICAL REINF
9 LADDER TYPE CMU
COLUMN A MINIMUM OF 6 (TYP
AT ALL LOCATIONS)
SEE NOTE THIS DETAIL
BUCK SEE BUCK
15 MIN CLEAR
CELL UNDER WINDOW SILL
UP TO12 OPENING WIDTH (1) 5 CENTERED
SPACED 48 OC MAX
MIN 8 x8 POURED CONC SILL w
REQUIREMENT OF THIS
UP TO 15 OPENING WIDTH (2) 5 AS SHOWN
15 VERTICAL REBAR IN CMU
UP TO 19 OPENING WIDTH (2) 5 TOP amp BOTSECOND REBAR VARIES
WINDOW PER
PLAN
DETAIL
MIN 8 x12 POURED CONC SILL w
END WITH ACI HOOK INTO
SILL AS SHOWN AND INTO
FOOTING SPLICES TO BE 30
MASONRY UNITS
REINFORCEMENT
(LADDER TYPE)
EVERY OTHER COURSE
9 GAUGE HORIZONTAL
END WITH ACI 90 DEGREE HOOKS
SEE PLAN FOR SIZE AND SPACING
REINFORCED FILLED CELL
8 x8 x16 CONCRETE
SIDES CAST AGAINST SOIL
1-regplusmn
C
LEAR
CO
VERSTIRRUPS
3 CLEAR CONC COVER
FACE OF STD HOOK
1-reg plusmn CLEAR CONC COVER
MIDDLE OF THE BEAM IN BETWEEN
TO THE TIES ON ALL
TO EXTERIOR
INTERMEDIATE SUPPORTS (IF A
ON ALL TOP BARS BEAM END
SEC A-A
ON ALL GRADE BEAM
ELEVATED BEAMS
A
A6 MIN INTO SUPPORTS
90 DEG ACI STANDARD HOOK
TERMINATE (1) BOTTOM BAR WITH
90 DEGREE ACI STANDARD HOOKSPLICE IS REQUIRED)
SPLICE TOP BARS ONLY OVER THE
REQUIRED)
SUPPORTS (IF A SPLICE IS
OVER THE INTERMEDIATE BEAM
SPLICE BOTTOM BARS ONLY
L1 = CLEARSPAN
GREATER
03L OR 0 3L1TEMPERATURE BARS
L1 CLEARSPAN
ON ALL SLAB TOP BARS SLAB ENDS TYP
0 3L OR 0 3L1
SLAB T
HIC
KNESS PER
FR
AM
ING
PLANSBAR SPACING
L CLEARSPAN
SEC A-ABARS INTO SUPPORT
180 DEG ACI STANDARD HOOK
GREATER
6 MIN
EXTEND ALL BOTTOM
2 COVER
6 MIN STEEL BEARING
025 Ln
OR LARGE PIPE AND VARIATIONS IN DEPTH OF STEP
TOP AND BOTTOM)
1-4
PER FOUNDATION PLAN
STEP
SLEEVE ENCASING PIPE
COMPACTED
2
BACKFILL
NEW 8 CONC MASONRY
5 12 OC (TRANSVERSE
3 CLR
TOP OF FOOTING
DETAIL CAN BE USED FOR SIMILAR CONDITIONS INCLUDING A SMALLER
NOTE
regsup2 THICK GALVANIZED STEEL
3 C
LR
8 (MIN BEARING)
24 (TYP)
WALL BEYOND
FOOTING REINFORCEMENT)
6 5 CONT (TO MATCH
COMPACTED
BACKFILL
4-8
30 (TYPICAL)
TOP BARS
BOT BARS
CONCRETE BEAM SIZE
AND REINF PER CONC
BEAM SCHEDULE
8x16 GROUTED BOND BEAM
(FORMED WITH TWO COURSES
OF KNOCK-OUT BLOCK) PROVIDE
LONGITUDINAL REINFORCEMENT
PER SCHEDULE
CMU
NON - STRUCTURAL BUCKSCALE degregsup3 =1
STRUCTURAL BUCK DETAILSCALE degregsup3 =1
BOND BEAM TYP BEAM DROP OVER OPENINGS
SCALE degsup2 =1
DOOR BUCK DETAILSCALE degregsup3 =1
TYP- PRECAST LINTELSCALE degsup2 =1
UNDERNEATH BOND BEAMSCALE degsup2 =1
TYPICAL CHANGE IN BOND BEAM HEIGTH
SCALE regplusmn =1
BOND BEAM CORNER BARSSCALE regplusmn =1 STEP FOOTING DETAIL
SCALE reg plusmn =1
CONCRETE COLUMN SCALE deg =1
CONC WINDOW SILL DETAIL SCALE degregsup3 =1
CMU TYPICAL REINFORCEMENT DETAILSCALE reg plusmn =1
DIAGRAM BEAMSCALE deg =1
MULTI SPAN SLAB REINF DETAILSCALE deg =1
PIPE THROUGHT SHALLOW FOOTING REINFORCEMENTSCALE reg plusmn =1
SECTION CONC- BOND BM - CMU - DNSCALE deg =1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 degsup2regacute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[4] PLAN OF 5
600 N
W 1
4 S
TR
EET
Tekla
structu
res
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 183057 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
reg macr
deg
plusmn
PLAN VIEW ROOF PRESSURE ZONESScale 196
macr reg
deg
plusmn
PLAN VIEW PLYWOOD BLOCKINGScale 196
a VALUE 300 ft
ZONE 1 (INTERIOR) 2504 PSF -3977 PSF
ZONE 2 (PERIMETER) 2504 PSF -6923 PSF
ZONE 3 (CORNER) PSF 2504 -6923 PSF
ROOF PRESSURES
BLANK ZONES IN DETAIL REPRESENT ZONE 1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10122018 sup2sup3macracute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[5] PLAN OF 5
600 N
W 1
4 S
TR
EET
PLYWOOD NAILINGFIELD NAILS 10ds 6 OC
PLYWOOD PANEL PERIMETER 10ds 4 OC
10ds 4 OCROOF OUTER BOUNDARIES (FASCIA)
ALL NAILS TO BE RING SHANK
Tekla
structu
res
3
2
3
3
2
2
2
2
3
22
2
2
BLO
CK 4-0
FR
OM
PER
IMETER
BLO
CK 4-0
FR
OM
PER
IMETER
BLOCK 4-0FROM PERIMETER
BLOCK 4-0FROM PERIMETER
Farid Abugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLCou=Structural Engineer email=FARIDPROJECTCLASSICCOM c=USDate 20181012 190536 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
AC EQUIPMENT SCHEDULE
DWG TAG NOM TON QTY MNF OR EQUAL MODEL OR EQUAL
BTUH
HEAT TYPE
SYSTEM
SEER
CFM
FAN STATIC (IN
WG)
VAPORLIQUID PIPE
CONNECT SIZE
(IN ACR) VPHHZ
COMPRESSOR CONDENSER FAN INDOOR FANELECT
HEAT
LOAD
(KW)
CONDENSING UNIT AIR HANDER UNIT
TOTAL
COOL
SENSIBLE
COOL HEAT
SUPPLY
AIR
RETURN
AIR
OUTDOOR
AIR QTY FLA LRA QTY FLA HP FLA MCA
MAX
FUSE MCA
MAX
FUSE
AIR DISTRIBUTION SCHEDULE
DWG TAG SERVICE MOUNTING DESCRIPTION
MNF OR
EQUAL
MODEL OR
EQUAL
MECHANICAL GENERAL NOTES
NO DESCRIPTION
MECHANICAL SPECIFICATIONS
NO DESCRIPTION
A) AIR CONDITIONING SPECIFICATION
B) INSTALLATION
C) WARRANTIES
BLDG VENTILATION (REF FBCM 402)
SPACE FLOOR
AREA
OPERABLE OPENING
AREA
PERCENT OPERABLE PER
FLOOR AREA
MINIMUM
INFILTRATION
REQUIREMENTS
MET
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
FAN SCHEDULE amp DATA
DWG TAG QTY MNF OR EQUAL MODEL OR EQUAL SERVICE CFM
FAN STATIC
(IN WG)
DUCT
CONNECT
SIZE
ELECTRIC
REMARKSVPHHZ FLA
HVAC PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
M101ABC HVAC NOTES amp DETAILS
BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
PLAN VIEW FOUNDATION PLANSCALE regmacrdeg =1
macr plusmn
sup2
sup3
SOURCE SHEET S1SCALE reg = 1
macr
micromacr
SOURCE SHEET S1SCALE reg =1
acute
micromacrSOURCE SHEET S1
SCALE reg = 1reg
micromacr
SOURCE SHEET S1SCALE reg = 1
plusmn
micromacr
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 regparamacrmiddot
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[2] PLAN OF 5
600 N
W 1
4 S
TR
EET
CONTINUOUS FOOTING SCHEDULE
CODE DEPTH (IN) BOT WIDTH (IN) LONG BARSLIN FEET SHORT BARS TRANSFER BAR
MF20 35 BOT24 16 137 4s 12 OC NA
TE12 25 MID12 8 38 NA NA
Tekla
structu
res
LOADING CHARTAREA NAME LIVE LOAD (PSF) SUPER IMPOSED DEAD LOAD (PSF)
EXTERIOR SLAB ON GRADE 10025
INTERIOR LIVING - 4 SLAB ON GRADE 5577
INTERIOR LIVING - SLAB ON GRADE 5525
MASONRY COLUMN SCHEDULE
CODE COUNT SIZE VERTICAL COMMENTS DETAILS
5 NA15 8x8 67
4-0
1-5
cedil
+336-366
1-0
cedil
cedil cedil cedilcedil cedil cedil
8-2
4-0
REINFORCEDSILL BEAMPER TYPICAL DETAIL
OPTION
30-0
cedil
cedil
MF20
cedil
cedil
cedil
+337-367 cedil
4-0
cedil
MF20
+336-366
sup1ordmmacrplusmn
BA2
KITCHEN
4-0
REIN
FO
RCED
SIL
L B
EAM
PER
TYPIC
AL D
ETAIL
cedil
cedil
cedil
cedil
+338-368
+378-408
4-10
BEDROOM
MASTER
cedil
LIVING
cedil
+349-379
cedil
cedil
1-4
STO
4-0
BEDROOM 3
2-5
BEDROOM 2
3-3
4-0
cedil cedil
3-1
cedil cedil cedil
REINFORCEDSILL BEAMPER TYPICAL DETAIL
+344-374
4
S1
4-0
3-9
cedil
4-0
LAUN
+378-408
8-2
cedil
+344-374
REIN
FO
RCED
SIL
L B
EAM
PER
TYPIC
AL D
ETAIL
CJ
cedil
sup1ordmmacrplusmn
cedil
+344-374
4-0
MF20
cedil
MBA
CJ
cedil
cedil
cedil
cedil
cedil
cedil
AHU
cedil cedil
4-10
cedil
cedil
cedil sup1ordmmacrplusmn
4 EXTERIOR SLABON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
T 0
cedil
2-10
8
2-9
MF20
3-2
CJ
4-4
cedil cedil cedil
cedil
4 INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
T 0
MF20
MF20
MF20
MF20
2
S1
3
S1
1
S1
DINING ORFAMILY RM4
-0
4-0
3-1
2-10
8
4-9
4-0
40-0
40-0
4-0
30-0
4-0 2-8 5-10 2-92-6 5-10 4-0
2-10 4-0
4-0
1-4 1-4 8-4 1-4
STARTER DOWEL48 BAR DIA LAP
(2) 3 5s
WWM W14 6x6
CMU SIZE AND REINF PERPLAN VIEW PROVIDE 9 LADDERTYPE REINFORCEMENT EVERYOTHER COURSE PROVIDEBLOCK RECESS PER ARCH PLANS
MAIN DOWN BARDIAMETER AND LOCATIONSPER PLAN VIEW
(2) 4s 12 OC
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
MF20BLOCK RECESS PER ARCH
3 5s
WWM W14 6x6
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
MF20BLOCK RECESS PER ARCH
OPENING
4s 12 OC
REINFORCEDSILL BEAMPER TYPICAL DETAIL
STARTER DOWEL48 BAR DIA LAP
MF20BLOCK RECESS PER ARCH
3 5s
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
4s 12 OC
STARTER DOWEL48 BAR DIA LAP
CMU SIZE AND REINF PERPLAN VIEW PROVIDE 9 LADDERTYPE REINFORCEMENT EVERYOTHER COURSE PROVIDEBLOCK RECESS PER ARCH PLANS
MAIN DOWN BARDIAMETER AND LOCATIONSPER PLAN VIEW
3 5s
WWM W14 6x6
WWM W14 6x6
INTERIOR SLAB ON GRADEON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
4s 12 OC
OPENING
MF20BLOCK RECESS PER ARCH
EXTERIOR SLABON 6 MIL VAPOUR BARRIERON WELL COMPACTEDTERMITE TREATED SOIL
TE12
FaridAbugattas
Digitally signed by Farid AbugattasDN cn=Farid Abugattas o=ProjectClassic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=USDate 20181012 183002 -0400 SUBJECT TO ALL CODES OF THE
CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FRAMING PLAN LEVEL 2SCALE regmacrdeg =1
plusmn
sup2
macr sup3ROOF SHEATHING ATTACHMENT DETAIL
SCALE regmacrdeg =1sup3
acutesup3
DETAILSCALE regmicro = 1
reg
acutesup3
ROOF TRUSS BOTTOM CHORD BRACINGSCALE micro =1
macr
acutesup3
LOADING CHARTAREA NAME LIVE LOAD (PSF)SUPER IMPOSED DEAD LOAD (PSF)
WOOD ROOF TRUSSES 3025
MGT FL11470 2970 (1) 58 x 12 EMBED EPOXY
NOTE
1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER ALL VALUES ARE BASED ON DOUG-FIR-LARCHSP PINE TIMBER
2) NAILS SHALL BE INSTALLED IN LOWER-MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPOXIED THREADED RODS SHOWN ON SCHEDULE
4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS
5) INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH6) SIMPSON PRODUCTS EXPOSED TO THE WEATHER MUST BE Z-MAX WHERE AVAILABLE
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 regparamacrmiddot
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[3] PLAN OF 5
600 N
W 1
4 S
TR
EET
HURRICANE STRAPS SCHEDULE
CODE APPROVAL UPLIFT PERP TO TRUSS (F1) PARALLEL TO TRUSS (F2) TRUSSRAFTER REMARKS
HETA 16 FL114733 1810 340 725 (9) 10d x 1-12 NAILS
RECTANGULAR BEAM SCHEDULE
CODE WIDTH (in) DEPTH (in) TOP MIDDLE BOTTOM STIRRUPS
BOND BM 8 8 1 7 1 7
PCL8 8 8 1 7
Tekla
structu
res
(1) MGT - U= 2680
(1) HETA 16 - U= 210
2X4
TOB8-2
(1) HETA 16 - U= 320
2X4
PCL8
TOB8-2
BO
ND
BEAM
8
-2
PCL8 PCL8
2X4
PCL8
TOB8-2
PCL8
PCL8
PCL8
PCL8
(1) MGT - U= 2680
G=4450
PCL8 PCL8
2X4
BOND BEAM 8-2
(2) HETA16
- U
= 9
00
(2) HETA16
- U= 9
00
GT
PCL8
PCL8
3
S2
PCL8
BO
ND
BEAM
8
-2
BOND BM 8-2
PCL8
3
S2
G=4450
10 OC SEE DETAIL 1S2BRACING SPACED MAX TRUSS 2X4 BOTTOM CHORDLINE REPRESENTS WOOD
AND SPECIFICATIONSPLYWOOD NAILING PATTERNSEE DETAIL 2S2 FOR
FOR GOVERNING LAYOUTSHOP DRAWINGSMAX SPACINGSEE APPROVEDROOF TRUSSES 24 OCPRE-ENGINEERED WOOD
TOB8-2
TOB8-2
TOB8-2
TOB8-2
TOB8-2
PCL8
(1) HETA 16 - U= 320
BO
ND
BEAM
8
-2
PRE-ENG WOOD TRUSSES
WALL SECTION)
cedilpara CDX PLYWOOD
2
AREAS LABELED
PROVIDE para SPACING
AT PANEL EDGES
TYP WALL SECTION)
1
BY PLYWOOD
FACE GRAIN TO RUN
LATERAL BRACING IF
SUPPORTS
2
SHEATHING
BLOCKING
BLOCKING
BOND BEAM OR
3
REQUIRED (SEE TYP
w (2) 16d TO EACH
24 OC (SEE ROOF PLAN)
PERPENDICULAR
TO
macr macrdeg SPACE AT
PANEL ENDS
TIE BEAM (SEE
TYP WALL SECTION)
WOOD FASCIA (SEE
TRUSS END
ALL NAILS TO BE RING SHANK
PROVIDE 2x4
PROVIDED IN
DETAIL TOE NAIL TO
TOP CHORD AT EACH
END WITH (2) 16ds
1
1
2
1
1
3
SEE ARCHITECTURALS
OVERHANG LENGTH VARY
SOFFIT DROP DEPTH AND
HEEL HEIGHTS
ARCH
FOR ROOFING TYPE
FOR NAILING PATTERN
AND LATERAL RESTRAINTS
NOTE SEE ARCHITECTURALS
SEE
SEE PLYWOOD NAILING DETAIL
12
SHOP DRAWINGS
SEE APPROVED
TRUSSES 24 OC
PRE-ENG ROOF
LADDER TYPE REINFORCEMENT
SEE TYPICAL DETAIL FOR
LOCATION
REINFORCEMENT DIAMETER AND
PLAN FOR VERTICAL
SEE FOUNDATION AND FRAMING
REINFORCED CMU WALL
SEE TYPICAL DETAILS
BOTTOM CHORD BRACING
BOND BEAM
SEE STRAP SCHEDULE
HURRICANE TIES
PLAN
FRAMING
PER
BEAM
T TIE
TRUSSES (TYPICAL)
TRUSS CHORD AT TOP
BOTTOM CHORD NAILED TO
PLAN VIEW OF END RESTRAINT
OVERLAP SPLICES
AND BOTTOM END
COFFER OR
30 D
EG M
AX
REPEAT AT BOTH ENDS
LOCATED 10-0 CC MAX
2 - 8d NAILS EACH MEMBER
2 x4 CONT LATERAL WOOD BRACING
SPACING
2X4 CROSS BRACES
10-0 SPACING AND AS REQUIRED
OF PRE - ENGINEERED WOOD
WOOD ROOF TRUSSES 24 OC MAX
CHORD BRACING
RUNS WITH (1) SIMPSON LSTA30
BOTTOM CHORD OF
TRUSSES
SIMPSON GA2 CLIP TO
BRIDGING
2x4 DIAGONALS W 2 - 8d NAILS
INSTALL ONE PER LINE OF
SPLICE BOTTOM CHORD BRACING
FOR TRANSITIONAL BOTTOM
TRUSS SECTION VIEW
CEILING HEIGHT
CHANGE IN
CONT 2 x4 HORIZONTAL BRACING
BAY AT 20-0 INTERVALS
DIAGONALS FROM BRACED
BOTTOM CHORD
TRUSS LAYOUT FOR LOCATION)
(REFER TO TRUSS NOTES AND
BY TRUSS MANUFACTURER
NAILED TO BOTTOM CHORD MAXIMUM
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 183032 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FASTENING OF THE FRAME
PT 1x BUCK
THE CONCRETE SUBSTRATE
APPROVAL
ATTACH TO CONC THRU BUCK W reg
4 FROM CORNERS
FIL
LED
CELL
DIA X 1 degmacr EMBED PHILLIPS HEAD
TAPCONS SPACED PER PRODUCT
HILTI CRS 099-122
COIL NAILS 8 OC
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
INSTALLED PER PRODUCT
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
THROUGH THE BUCK INTO
CORNERS
regmacr
INTENDED FOR THE
ATTACHMENT SPACED PER
X 3 reg macr
ACTUAL FINISHING MATERIALS WOOD SCREW
PRODUCT APPROVAL
PHILLIPS HEAD
TAPCONS AT 12 OC 4 FROM
PT 2x STRUCTURAL BUCK
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
FASTENING OF THE FRAME
THE CONCRETE SUBSTRATE
AND SHAPES PER
ARCHITECTURALS
BEAM BLOCK TO ALLOW
BEAM SCHEDULE
FOR POURED CONC
JAMB REINFORCEMENTSEE PLAN VIEW FOR
BEAM UNINTERRUPTEDCONTINUE THROUGH CONCBEAM BOND BEAM REBAR MUST
DISCONTINUE BOND
6 MIN BEARING TYPBOTTOM BARS
BEAM SCHEDULE)REQUIRED BYMIDDLE BARS (IF
TOP BARS
AND REINF PER CONCCONCRETE BEAM SIZE
FRAME ATTACHED TO 2x
DOOR
THE CONCRETE SUBSTRATE
INSTALLED PER PRODUCT
MOLD
BUCK IS ALLOWED LENGTHEN
WOOD BUCK ATTACH TO
CONC W regmacr DIA X 1 deg
EMBED 12 OC 6 EE
PROVIDE MIN 2 reg
MASONRY EDGE DISTANCE
BUCK PER NOAS
CONCRETE SUBSTRATE
SPECIFICATIONS
BRICK
STUCCO
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
FASTENING OF THE FRAME
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
NOTE UP TO A DOUBLE
TAPCONS TO ENSURE MIN
1-degmacr DIAMETER IS PROVIDED
FOR EMBEDMENT INTO
7 TOP AND (1) 7 BOTTOM
w4s 32 OC(FORMED WITH TWO COURSES OF
ON PRECAST LINTEL
4 MIN BEARING TYP
24 LAPS
(1) 5 FIELD INSTALLED
PRECAST LINTEL BY CASTCRETE
KNOCK-OUT BLOCK) PROVIDE (1)
8x16 GROUTED BOND BEAMPRECAST LINTELBLOCK COURSES OVER
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TOP OF OPENINGMATCHES BOTTOM
LINTEL OVER OPENINGPRECAST CONCRETE
LONGITUDINAL REINFORCEMENT
BEAMOF KO BOND
PER SCHEDULE
(FORMED WITH TWO COURSES
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
(FORMED WITH TWO COURSES
(FORMED WITH TWO COURSES
8x16 GROUTED BOND BEAM
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TYP
TYP
FILLED CELL
VERTICAL CELL IN
(2) CORNER
30 L
AP
BARS TOTAL
(4) CORNER BARS TOTAL
INSTERSECTING WALL CONDITION
30 LAP30 LAP
30 L
AP
REINFORCEMENTSEE P
LAN
1-4
LOCATIONS LAPS TO BE
WALL ABOVE
48 BAR DIAMETERS
30 M
AX
DIAMETER AND
30deg
(2) 5 TRANSVERSE
3 MIN COVER
SEE FOOTING
SCHEDULE FOR ACTUAL
REINFORCEMENT USED
Z-BARS MATCH LAPPED
HORIZONTAL JOINT REINF
PER COLUMN SCHED
SHALL EXTEND INTO CONCRETE
COL SCHED
48 BAR DIAMETERS
LAP SPLICE=
VARIES
CMU WALL
TIES PER CONCVERTICAL REINF
9 LADDER TYPE CMU
COLUMN A MINIMUM OF 6 (TYP
AT ALL LOCATIONS)
SEE NOTE THIS DETAIL
BUCK SEE BUCK
15 MIN CLEAR
CELL UNDER WINDOW SILL
UP TO12 OPENING WIDTH (1) 5 CENTERED
SPACED 48 OC MAX
MIN 8 x8 POURED CONC SILL w
REQUIREMENT OF THIS
UP TO 15 OPENING WIDTH (2) 5 AS SHOWN
15 VERTICAL REBAR IN CMU
UP TO 19 OPENING WIDTH (2) 5 TOP amp BOTSECOND REBAR VARIES
WINDOW PER
PLAN
DETAIL
MIN 8 x12 POURED CONC SILL w
END WITH ACI HOOK INTO
SILL AS SHOWN AND INTO
FOOTING SPLICES TO BE 30
MASONRY UNITS
REINFORCEMENT
(LADDER TYPE)
EVERY OTHER COURSE
9 GAUGE HORIZONTAL
END WITH ACI 90 DEGREE HOOKS
SEE PLAN FOR SIZE AND SPACING
REINFORCED FILLED CELL
8 x8 x16 CONCRETE
SIDES CAST AGAINST SOIL
1-regplusmn
C
LEAR
CO
VERSTIRRUPS
3 CLEAR CONC COVER
FACE OF STD HOOK
1-reg plusmn CLEAR CONC COVER
MIDDLE OF THE BEAM IN BETWEEN
TO THE TIES ON ALL
TO EXTERIOR
INTERMEDIATE SUPPORTS (IF A
ON ALL TOP BARS BEAM END
SEC A-A
ON ALL GRADE BEAM
ELEVATED BEAMS
A
A6 MIN INTO SUPPORTS
90 DEG ACI STANDARD HOOK
TERMINATE (1) BOTTOM BAR WITH
90 DEGREE ACI STANDARD HOOKSPLICE IS REQUIRED)
SPLICE TOP BARS ONLY OVER THE
REQUIRED)
SUPPORTS (IF A SPLICE IS
OVER THE INTERMEDIATE BEAM
SPLICE BOTTOM BARS ONLY
L1 = CLEARSPAN
GREATER
03L OR 0 3L1TEMPERATURE BARS
L1 CLEARSPAN
ON ALL SLAB TOP BARS SLAB ENDS TYP
0 3L OR 0 3L1
SLAB T
HIC
KNESS PER
FR
AM
ING
PLANSBAR SPACING
L CLEARSPAN
SEC A-ABARS INTO SUPPORT
180 DEG ACI STANDARD HOOK
GREATER
6 MIN
EXTEND ALL BOTTOM
2 COVER
6 MIN STEEL BEARING
025 Ln
OR LARGE PIPE AND VARIATIONS IN DEPTH OF STEP
TOP AND BOTTOM)
1-4
PER FOUNDATION PLAN
STEP
SLEEVE ENCASING PIPE
COMPACTED
2
BACKFILL
NEW 8 CONC MASONRY
5 12 OC (TRANSVERSE
3 CLR
TOP OF FOOTING
DETAIL CAN BE USED FOR SIMILAR CONDITIONS INCLUDING A SMALLER
NOTE
regsup2 THICK GALVANIZED STEEL
3 C
LR
8 (MIN BEARING)
24 (TYP)
WALL BEYOND
FOOTING REINFORCEMENT)
6 5 CONT (TO MATCH
COMPACTED
BACKFILL
4-8
30 (TYPICAL)
TOP BARS
BOT BARS
CONCRETE BEAM SIZE
AND REINF PER CONC
BEAM SCHEDULE
8x16 GROUTED BOND BEAM
(FORMED WITH TWO COURSES
OF KNOCK-OUT BLOCK) PROVIDE
LONGITUDINAL REINFORCEMENT
PER SCHEDULE
CMU
NON - STRUCTURAL BUCKSCALE degregsup3 =1
STRUCTURAL BUCK DETAILSCALE degregsup3 =1
BOND BEAM TYP BEAM DROP OVER OPENINGS
SCALE degsup2 =1
DOOR BUCK DETAILSCALE degregsup3 =1
TYP- PRECAST LINTELSCALE degsup2 =1
UNDERNEATH BOND BEAMSCALE degsup2 =1
TYPICAL CHANGE IN BOND BEAM HEIGTH
SCALE regplusmn =1
BOND BEAM CORNER BARSSCALE regplusmn =1 STEP FOOTING DETAIL
SCALE reg plusmn =1
CONCRETE COLUMN SCALE deg =1
CONC WINDOW SILL DETAIL SCALE degregsup3 =1
CMU TYPICAL REINFORCEMENT DETAILSCALE reg plusmn =1
DIAGRAM BEAMSCALE deg =1
MULTI SPAN SLAB REINF DETAILSCALE deg =1
PIPE THROUGHT SHALLOW FOOTING REINFORCEMENTSCALE reg plusmn =1
SECTION CONC- BOND BM - CMU - DNSCALE deg =1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 degsup2regacute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[4] PLAN OF 5
600 N
W 1
4 S
TR
EET
Tekla
structu
res
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 183057 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
reg macr
deg
plusmn
PLAN VIEW ROOF PRESSURE ZONESScale 196
macr reg
deg
plusmn
PLAN VIEW PLYWOOD BLOCKINGScale 196
a VALUE 300 ft
ZONE 1 (INTERIOR) 2504 PSF -3977 PSF
ZONE 2 (PERIMETER) 2504 PSF -6923 PSF
ZONE 3 (CORNER) PSF 2504 -6923 PSF
ROOF PRESSURES
BLANK ZONES IN DETAIL REPRESENT ZONE 1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10122018 sup2sup3macracute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[5] PLAN OF 5
600 N
W 1
4 S
TR
EET
PLYWOOD NAILINGFIELD NAILS 10ds 6 OC
PLYWOOD PANEL PERIMETER 10ds 4 OC
10ds 4 OCROOF OUTER BOUNDARIES (FASCIA)
ALL NAILS TO BE RING SHANK
Tekla
structu
res
3
2
3
3
2
2
2
2
3
22
2
2
BLO
CK 4-0
FR
OM
PER
IMETER
BLO
CK 4-0
FR
OM
PER
IMETER
BLOCK 4-0FROM PERIMETER
BLOCK 4-0FROM PERIMETER
Farid Abugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLCou=Structural Engineer email=FARIDPROJECTCLASSICCOM c=USDate 20181012 190536 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
AC EQUIPMENT SCHEDULE
DWG TAG NOM TON QTY MNF OR EQUAL MODEL OR EQUAL
BTUH
HEAT TYPE
SYSTEM
SEER
CFM
FAN STATIC (IN
WG)
VAPORLIQUID PIPE
CONNECT SIZE
(IN ACR) VPHHZ
COMPRESSOR CONDENSER FAN INDOOR FANELECT
HEAT
LOAD
(KW)
CONDENSING UNIT AIR HANDER UNIT
TOTAL
COOL
SENSIBLE
COOL HEAT
SUPPLY
AIR
RETURN
AIR
OUTDOOR
AIR QTY FLA LRA QTY FLA HP FLA MCA
MAX
FUSE MCA
MAX
FUSE
AIR DISTRIBUTION SCHEDULE
DWG TAG SERVICE MOUNTING DESCRIPTION
MNF OR
EQUAL
MODEL OR
EQUAL
MECHANICAL GENERAL NOTES
NO DESCRIPTION
MECHANICAL SPECIFICATIONS
NO DESCRIPTION
A) AIR CONDITIONING SPECIFICATION
B) INSTALLATION
C) WARRANTIES
BLDG VENTILATION (REF FBCM 402)
SPACE FLOOR
AREA
OPERABLE OPENING
AREA
PERCENT OPERABLE PER
FLOOR AREA
MINIMUM
INFILTRATION
REQUIREMENTS
MET
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
FAN SCHEDULE amp DATA
DWG TAG QTY MNF OR EQUAL MODEL OR EQUAL SERVICE CFM
FAN STATIC
(IN WG)
DUCT
CONNECT
SIZE
ELECTRIC
REMARKSVPHHZ FLA
HVAC PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
M101ABC HVAC NOTES amp DETAILS
BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FRAMING PLAN LEVEL 2SCALE regmacrdeg =1
plusmn
sup2
macr sup3ROOF SHEATHING ATTACHMENT DETAIL
SCALE regmacrdeg =1sup3
acutesup3
DETAILSCALE regmicro = 1
reg
acutesup3
ROOF TRUSS BOTTOM CHORD BRACINGSCALE micro =1
macr
acutesup3
LOADING CHARTAREA NAME LIVE LOAD (PSF)SUPER IMPOSED DEAD LOAD (PSF)
WOOD ROOF TRUSSES 3025
MGT FL11470 2970 (1) 58 x 12 EMBED EPOXY
NOTE
1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER ALL VALUES ARE BASED ON DOUG-FIR-LARCHSP PINE TIMBER
2) NAILS SHALL BE INSTALLED IN LOWER-MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPOXIED THREADED RODS SHOWN ON SCHEDULE
4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS
5) INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH6) SIMPSON PRODUCTS EXPOSED TO THE WEATHER MUST BE Z-MAX WHERE AVAILABLE
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 regparamacrmiddot
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[3] PLAN OF 5
600 N
W 1
4 S
TR
EET
HURRICANE STRAPS SCHEDULE
CODE APPROVAL UPLIFT PERP TO TRUSS (F1) PARALLEL TO TRUSS (F2) TRUSSRAFTER REMARKS
HETA 16 FL114733 1810 340 725 (9) 10d x 1-12 NAILS
RECTANGULAR BEAM SCHEDULE
CODE WIDTH (in) DEPTH (in) TOP MIDDLE BOTTOM STIRRUPS
BOND BM 8 8 1 7 1 7
PCL8 8 8 1 7
Tekla
structu
res
(1) MGT - U= 2680
(1) HETA 16 - U= 210
2X4
TOB8-2
(1) HETA 16 - U= 320
2X4
PCL8
TOB8-2
BO
ND
BEAM
8
-2
PCL8 PCL8
2X4
PCL8
TOB8-2
PCL8
PCL8
PCL8
PCL8
(1) MGT - U= 2680
G=4450
PCL8 PCL8
2X4
BOND BEAM 8-2
(2) HETA16
- U
= 9
00
(2) HETA16
- U= 9
00
GT
PCL8
PCL8
3
S2
PCL8
BO
ND
BEAM
8
-2
BOND BM 8-2
PCL8
3
S2
G=4450
10 OC SEE DETAIL 1S2BRACING SPACED MAX TRUSS 2X4 BOTTOM CHORDLINE REPRESENTS WOOD
AND SPECIFICATIONSPLYWOOD NAILING PATTERNSEE DETAIL 2S2 FOR
FOR GOVERNING LAYOUTSHOP DRAWINGSMAX SPACINGSEE APPROVEDROOF TRUSSES 24 OCPRE-ENGINEERED WOOD
TOB8-2
TOB8-2
TOB8-2
TOB8-2
TOB8-2
PCL8
(1) HETA 16 - U= 320
BO
ND
BEAM
8
-2
PRE-ENG WOOD TRUSSES
WALL SECTION)
cedilpara CDX PLYWOOD
2
AREAS LABELED
PROVIDE para SPACING
AT PANEL EDGES
TYP WALL SECTION)
1
BY PLYWOOD
FACE GRAIN TO RUN
LATERAL BRACING IF
SUPPORTS
2
SHEATHING
BLOCKING
BLOCKING
BOND BEAM OR
3
REQUIRED (SEE TYP
w (2) 16d TO EACH
24 OC (SEE ROOF PLAN)
PERPENDICULAR
TO
macr macrdeg SPACE AT
PANEL ENDS
TIE BEAM (SEE
TYP WALL SECTION)
WOOD FASCIA (SEE
TRUSS END
ALL NAILS TO BE RING SHANK
PROVIDE 2x4
PROVIDED IN
DETAIL TOE NAIL TO
TOP CHORD AT EACH
END WITH (2) 16ds
1
1
2
1
1
3
SEE ARCHITECTURALS
OVERHANG LENGTH VARY
SOFFIT DROP DEPTH AND
HEEL HEIGHTS
ARCH
FOR ROOFING TYPE
FOR NAILING PATTERN
AND LATERAL RESTRAINTS
NOTE SEE ARCHITECTURALS
SEE
SEE PLYWOOD NAILING DETAIL
12
SHOP DRAWINGS
SEE APPROVED
TRUSSES 24 OC
PRE-ENG ROOF
LADDER TYPE REINFORCEMENT
SEE TYPICAL DETAIL FOR
LOCATION
REINFORCEMENT DIAMETER AND
PLAN FOR VERTICAL
SEE FOUNDATION AND FRAMING
REINFORCED CMU WALL
SEE TYPICAL DETAILS
BOTTOM CHORD BRACING
BOND BEAM
SEE STRAP SCHEDULE
HURRICANE TIES
PLAN
FRAMING
PER
BEAM
T TIE
TRUSSES (TYPICAL)
TRUSS CHORD AT TOP
BOTTOM CHORD NAILED TO
PLAN VIEW OF END RESTRAINT
OVERLAP SPLICES
AND BOTTOM END
COFFER OR
30 D
EG M
AX
REPEAT AT BOTH ENDS
LOCATED 10-0 CC MAX
2 - 8d NAILS EACH MEMBER
2 x4 CONT LATERAL WOOD BRACING
SPACING
2X4 CROSS BRACES
10-0 SPACING AND AS REQUIRED
OF PRE - ENGINEERED WOOD
WOOD ROOF TRUSSES 24 OC MAX
CHORD BRACING
RUNS WITH (1) SIMPSON LSTA30
BOTTOM CHORD OF
TRUSSES
SIMPSON GA2 CLIP TO
BRIDGING
2x4 DIAGONALS W 2 - 8d NAILS
INSTALL ONE PER LINE OF
SPLICE BOTTOM CHORD BRACING
FOR TRANSITIONAL BOTTOM
TRUSS SECTION VIEW
CEILING HEIGHT
CHANGE IN
CONT 2 x4 HORIZONTAL BRACING
BAY AT 20-0 INTERVALS
DIAGONALS FROM BRACED
BOTTOM CHORD
TRUSS LAYOUT FOR LOCATION)
(REFER TO TRUSS NOTES AND
BY TRUSS MANUFACTURER
NAILED TO BOTTOM CHORD MAXIMUM
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 183032 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FASTENING OF THE FRAME
PT 1x BUCK
THE CONCRETE SUBSTRATE
APPROVAL
ATTACH TO CONC THRU BUCK W reg
4 FROM CORNERS
FIL
LED
CELL
DIA X 1 degmacr EMBED PHILLIPS HEAD
TAPCONS SPACED PER PRODUCT
HILTI CRS 099-122
COIL NAILS 8 OC
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
INSTALLED PER PRODUCT
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
THROUGH THE BUCK INTO
CORNERS
regmacr
INTENDED FOR THE
ATTACHMENT SPACED PER
X 3 reg macr
ACTUAL FINISHING MATERIALS WOOD SCREW
PRODUCT APPROVAL
PHILLIPS HEAD
TAPCONS AT 12 OC 4 FROM
PT 2x STRUCTURAL BUCK
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
FASTENING OF THE FRAME
THE CONCRETE SUBSTRATE
AND SHAPES PER
ARCHITECTURALS
BEAM BLOCK TO ALLOW
BEAM SCHEDULE
FOR POURED CONC
JAMB REINFORCEMENTSEE PLAN VIEW FOR
BEAM UNINTERRUPTEDCONTINUE THROUGH CONCBEAM BOND BEAM REBAR MUST
DISCONTINUE BOND
6 MIN BEARING TYPBOTTOM BARS
BEAM SCHEDULE)REQUIRED BYMIDDLE BARS (IF
TOP BARS
AND REINF PER CONCCONCRETE BEAM SIZE
FRAME ATTACHED TO 2x
DOOR
THE CONCRETE SUBSTRATE
INSTALLED PER PRODUCT
MOLD
BUCK IS ALLOWED LENGTHEN
WOOD BUCK ATTACH TO
CONC W regmacr DIA X 1 deg
EMBED 12 OC 6 EE
PROVIDE MIN 2 reg
MASONRY EDGE DISTANCE
BUCK PER NOAS
CONCRETE SUBSTRATE
SPECIFICATIONS
BRICK
STUCCO
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
FASTENING OF THE FRAME
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
NOTE UP TO A DOUBLE
TAPCONS TO ENSURE MIN
1-degmacr DIAMETER IS PROVIDED
FOR EMBEDMENT INTO
7 TOP AND (1) 7 BOTTOM
w4s 32 OC(FORMED WITH TWO COURSES OF
ON PRECAST LINTEL
4 MIN BEARING TYP
24 LAPS
(1) 5 FIELD INSTALLED
PRECAST LINTEL BY CASTCRETE
KNOCK-OUT BLOCK) PROVIDE (1)
8x16 GROUTED BOND BEAMPRECAST LINTELBLOCK COURSES OVER
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TOP OF OPENINGMATCHES BOTTOM
LINTEL OVER OPENINGPRECAST CONCRETE
LONGITUDINAL REINFORCEMENT
BEAMOF KO BOND
PER SCHEDULE
(FORMED WITH TWO COURSES
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
(FORMED WITH TWO COURSES
(FORMED WITH TWO COURSES
8x16 GROUTED BOND BEAM
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TYP
TYP
FILLED CELL
VERTICAL CELL IN
(2) CORNER
30 L
AP
BARS TOTAL
(4) CORNER BARS TOTAL
INSTERSECTING WALL CONDITION
30 LAP30 LAP
30 L
AP
REINFORCEMENTSEE P
LAN
1-4
LOCATIONS LAPS TO BE
WALL ABOVE
48 BAR DIAMETERS
30 M
AX
DIAMETER AND
30deg
(2) 5 TRANSVERSE
3 MIN COVER
SEE FOOTING
SCHEDULE FOR ACTUAL
REINFORCEMENT USED
Z-BARS MATCH LAPPED
HORIZONTAL JOINT REINF
PER COLUMN SCHED
SHALL EXTEND INTO CONCRETE
COL SCHED
48 BAR DIAMETERS
LAP SPLICE=
VARIES
CMU WALL
TIES PER CONCVERTICAL REINF
9 LADDER TYPE CMU
COLUMN A MINIMUM OF 6 (TYP
AT ALL LOCATIONS)
SEE NOTE THIS DETAIL
BUCK SEE BUCK
15 MIN CLEAR
CELL UNDER WINDOW SILL
UP TO12 OPENING WIDTH (1) 5 CENTERED
SPACED 48 OC MAX
MIN 8 x8 POURED CONC SILL w
REQUIREMENT OF THIS
UP TO 15 OPENING WIDTH (2) 5 AS SHOWN
15 VERTICAL REBAR IN CMU
UP TO 19 OPENING WIDTH (2) 5 TOP amp BOTSECOND REBAR VARIES
WINDOW PER
PLAN
DETAIL
MIN 8 x12 POURED CONC SILL w
END WITH ACI HOOK INTO
SILL AS SHOWN AND INTO
FOOTING SPLICES TO BE 30
MASONRY UNITS
REINFORCEMENT
(LADDER TYPE)
EVERY OTHER COURSE
9 GAUGE HORIZONTAL
END WITH ACI 90 DEGREE HOOKS
SEE PLAN FOR SIZE AND SPACING
REINFORCED FILLED CELL
8 x8 x16 CONCRETE
SIDES CAST AGAINST SOIL
1-regplusmn
C
LEAR
CO
VERSTIRRUPS
3 CLEAR CONC COVER
FACE OF STD HOOK
1-reg plusmn CLEAR CONC COVER
MIDDLE OF THE BEAM IN BETWEEN
TO THE TIES ON ALL
TO EXTERIOR
INTERMEDIATE SUPPORTS (IF A
ON ALL TOP BARS BEAM END
SEC A-A
ON ALL GRADE BEAM
ELEVATED BEAMS
A
A6 MIN INTO SUPPORTS
90 DEG ACI STANDARD HOOK
TERMINATE (1) BOTTOM BAR WITH
90 DEGREE ACI STANDARD HOOKSPLICE IS REQUIRED)
SPLICE TOP BARS ONLY OVER THE
REQUIRED)
SUPPORTS (IF A SPLICE IS
OVER THE INTERMEDIATE BEAM
SPLICE BOTTOM BARS ONLY
L1 = CLEARSPAN
GREATER
03L OR 0 3L1TEMPERATURE BARS
L1 CLEARSPAN
ON ALL SLAB TOP BARS SLAB ENDS TYP
0 3L OR 0 3L1
SLAB T
HIC
KNESS PER
FR
AM
ING
PLANSBAR SPACING
L CLEARSPAN
SEC A-ABARS INTO SUPPORT
180 DEG ACI STANDARD HOOK
GREATER
6 MIN
EXTEND ALL BOTTOM
2 COVER
6 MIN STEEL BEARING
025 Ln
OR LARGE PIPE AND VARIATIONS IN DEPTH OF STEP
TOP AND BOTTOM)
1-4
PER FOUNDATION PLAN
STEP
SLEEVE ENCASING PIPE
COMPACTED
2
BACKFILL
NEW 8 CONC MASONRY
5 12 OC (TRANSVERSE
3 CLR
TOP OF FOOTING
DETAIL CAN BE USED FOR SIMILAR CONDITIONS INCLUDING A SMALLER
NOTE
regsup2 THICK GALVANIZED STEEL
3 C
LR
8 (MIN BEARING)
24 (TYP)
WALL BEYOND
FOOTING REINFORCEMENT)
6 5 CONT (TO MATCH
COMPACTED
BACKFILL
4-8
30 (TYPICAL)
TOP BARS
BOT BARS
CONCRETE BEAM SIZE
AND REINF PER CONC
BEAM SCHEDULE
8x16 GROUTED BOND BEAM
(FORMED WITH TWO COURSES
OF KNOCK-OUT BLOCK) PROVIDE
LONGITUDINAL REINFORCEMENT
PER SCHEDULE
CMU
NON - STRUCTURAL BUCKSCALE degregsup3 =1
STRUCTURAL BUCK DETAILSCALE degregsup3 =1
BOND BEAM TYP BEAM DROP OVER OPENINGS
SCALE degsup2 =1
DOOR BUCK DETAILSCALE degregsup3 =1
TYP- PRECAST LINTELSCALE degsup2 =1
UNDERNEATH BOND BEAMSCALE degsup2 =1
TYPICAL CHANGE IN BOND BEAM HEIGTH
SCALE regplusmn =1
BOND BEAM CORNER BARSSCALE regplusmn =1 STEP FOOTING DETAIL
SCALE reg plusmn =1
CONCRETE COLUMN SCALE deg =1
CONC WINDOW SILL DETAIL SCALE degregsup3 =1
CMU TYPICAL REINFORCEMENT DETAILSCALE reg plusmn =1
DIAGRAM BEAMSCALE deg =1
MULTI SPAN SLAB REINF DETAILSCALE deg =1
PIPE THROUGHT SHALLOW FOOTING REINFORCEMENTSCALE reg plusmn =1
SECTION CONC- BOND BM - CMU - DNSCALE deg =1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 degsup2regacute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[4] PLAN OF 5
600 N
W 1
4 S
TR
EET
Tekla
structu
res
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 183057 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
reg macr
deg
plusmn
PLAN VIEW ROOF PRESSURE ZONESScale 196
macr reg
deg
plusmn
PLAN VIEW PLYWOOD BLOCKINGScale 196
a VALUE 300 ft
ZONE 1 (INTERIOR) 2504 PSF -3977 PSF
ZONE 2 (PERIMETER) 2504 PSF -6923 PSF
ZONE 3 (CORNER) PSF 2504 -6923 PSF
ROOF PRESSURES
BLANK ZONES IN DETAIL REPRESENT ZONE 1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10122018 sup2sup3macracute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[5] PLAN OF 5
600 N
W 1
4 S
TR
EET
PLYWOOD NAILINGFIELD NAILS 10ds 6 OC
PLYWOOD PANEL PERIMETER 10ds 4 OC
10ds 4 OCROOF OUTER BOUNDARIES (FASCIA)
ALL NAILS TO BE RING SHANK
Tekla
structu
res
3
2
3
3
2
2
2
2
3
22
2
2
BLO
CK 4-0
FR
OM
PER
IMETER
BLO
CK 4-0
FR
OM
PER
IMETER
BLOCK 4-0FROM PERIMETER
BLOCK 4-0FROM PERIMETER
Farid Abugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLCou=Structural Engineer email=FARIDPROJECTCLASSICCOM c=USDate 20181012 190536 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
AC EQUIPMENT SCHEDULE
DWG TAG NOM TON QTY MNF OR EQUAL MODEL OR EQUAL
BTUH
HEAT TYPE
SYSTEM
SEER
CFM
FAN STATIC (IN
WG)
VAPORLIQUID PIPE
CONNECT SIZE
(IN ACR) VPHHZ
COMPRESSOR CONDENSER FAN INDOOR FANELECT
HEAT
LOAD
(KW)
CONDENSING UNIT AIR HANDER UNIT
TOTAL
COOL
SENSIBLE
COOL HEAT
SUPPLY
AIR
RETURN
AIR
OUTDOOR
AIR QTY FLA LRA QTY FLA HP FLA MCA
MAX
FUSE MCA
MAX
FUSE
AIR DISTRIBUTION SCHEDULE
DWG TAG SERVICE MOUNTING DESCRIPTION
MNF OR
EQUAL
MODEL OR
EQUAL
MECHANICAL GENERAL NOTES
NO DESCRIPTION
MECHANICAL SPECIFICATIONS
NO DESCRIPTION
A) AIR CONDITIONING SPECIFICATION
B) INSTALLATION
C) WARRANTIES
BLDG VENTILATION (REF FBCM 402)
SPACE FLOOR
AREA
OPERABLE OPENING
AREA
PERCENT OPERABLE PER
FLOOR AREA
MINIMUM
INFILTRATION
REQUIREMENTS
MET
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
FAN SCHEDULE amp DATA
DWG TAG QTY MNF OR EQUAL MODEL OR EQUAL SERVICE CFM
FAN STATIC
(IN WG)
DUCT
CONNECT
SIZE
ELECTRIC
REMARKSVPHHZ FLA
HVAC PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
M101ABC HVAC NOTES amp DETAILS
BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FASTENING OF THE FRAME
PT 1x BUCK
THE CONCRETE SUBSTRATE
APPROVAL
ATTACH TO CONC THRU BUCK W reg
4 FROM CORNERS
FIL
LED
CELL
DIA X 1 degmacr EMBED PHILLIPS HEAD
TAPCONS SPACED PER PRODUCT
HILTI CRS 099-122
COIL NAILS 8 OC
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
INSTALLED PER PRODUCT
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
THROUGH THE BUCK INTO
CORNERS
regmacr
INTENDED FOR THE
ATTACHMENT SPACED PER
X 3 reg macr
ACTUAL FINISHING MATERIALS WOOD SCREW
PRODUCT APPROVAL
PHILLIPS HEAD
TAPCONS AT 12 OC 4 FROM
PT 2x STRUCTURAL BUCK
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
FASTENING OF THE FRAME
THE CONCRETE SUBSTRATE
AND SHAPES PER
ARCHITECTURALS
BEAM BLOCK TO ALLOW
BEAM SCHEDULE
FOR POURED CONC
JAMB REINFORCEMENTSEE PLAN VIEW FOR
BEAM UNINTERRUPTEDCONTINUE THROUGH CONCBEAM BOND BEAM REBAR MUST
DISCONTINUE BOND
6 MIN BEARING TYPBOTTOM BARS
BEAM SCHEDULE)REQUIRED BYMIDDLE BARS (IF
TOP BARS
AND REINF PER CONCCONCRETE BEAM SIZE
FRAME ATTACHED TO 2x
DOOR
THE CONCRETE SUBSTRATE
INSTALLED PER PRODUCT
MOLD
BUCK IS ALLOWED LENGTHEN
WOOD BUCK ATTACH TO
CONC W regmacr DIA X 1 deg
EMBED 12 OC 6 EE
PROVIDE MIN 2 reg
MASONRY EDGE DISTANCE
BUCK PER NOAS
CONCRETE SUBSTRATE
SPECIFICATIONS
BRICK
STUCCO
FIL
LED
CELL
OR
PO
UR
ED
CO
L
NOTE THIS DETAIL IS ONLY
INTENDED FOR THE MINIMUM
FASTENING OF THE FRAME
THROUGH THE BUCK INTO
ACTUAL FASTENERS TO BE
APPROVAL ACTUAL FINISHING
MATERIALS AND SHAPES PER
ARCHITECTURALS
NOTE UP TO A DOUBLE
TAPCONS TO ENSURE MIN
1-degmacr DIAMETER IS PROVIDED
FOR EMBEDMENT INTO
7 TOP AND (1) 7 BOTTOM
w4s 32 OC(FORMED WITH TWO COURSES OF
ON PRECAST LINTEL
4 MIN BEARING TYP
24 LAPS
(1) 5 FIELD INSTALLED
PRECAST LINTEL BY CASTCRETE
KNOCK-OUT BLOCK) PROVIDE (1)
8x16 GROUTED BOND BEAMPRECAST LINTELBLOCK COURSES OVER
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TOP OF OPENINGMATCHES BOTTOM
LINTEL OVER OPENINGPRECAST CONCRETE
LONGITUDINAL REINFORCEMENT
BEAMOF KO BOND
PER SCHEDULE
(FORMED WITH TWO COURSES
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
(FORMED WITH TWO COURSES
(FORMED WITH TWO COURSES
8x16 GROUTED BOND BEAM
REBAR PER BEAM SCHEDULE
OF KNOCK-OUT BLOCK) PROVIDE
8x16 GROUTED BOND BEAM
TYP
TYP
FILLED CELL
VERTICAL CELL IN
(2) CORNER
30 L
AP
BARS TOTAL
(4) CORNER BARS TOTAL
INSTERSECTING WALL CONDITION
30 LAP30 LAP
30 L
AP
REINFORCEMENTSEE P
LAN
1-4
LOCATIONS LAPS TO BE
WALL ABOVE
48 BAR DIAMETERS
30 M
AX
DIAMETER AND
30deg
(2) 5 TRANSVERSE
3 MIN COVER
SEE FOOTING
SCHEDULE FOR ACTUAL
REINFORCEMENT USED
Z-BARS MATCH LAPPED
HORIZONTAL JOINT REINF
PER COLUMN SCHED
SHALL EXTEND INTO CONCRETE
COL SCHED
48 BAR DIAMETERS
LAP SPLICE=
VARIES
CMU WALL
TIES PER CONCVERTICAL REINF
9 LADDER TYPE CMU
COLUMN A MINIMUM OF 6 (TYP
AT ALL LOCATIONS)
SEE NOTE THIS DETAIL
BUCK SEE BUCK
15 MIN CLEAR
CELL UNDER WINDOW SILL
UP TO12 OPENING WIDTH (1) 5 CENTERED
SPACED 48 OC MAX
MIN 8 x8 POURED CONC SILL w
REQUIREMENT OF THIS
UP TO 15 OPENING WIDTH (2) 5 AS SHOWN
15 VERTICAL REBAR IN CMU
UP TO 19 OPENING WIDTH (2) 5 TOP amp BOTSECOND REBAR VARIES
WINDOW PER
PLAN
DETAIL
MIN 8 x12 POURED CONC SILL w
END WITH ACI HOOK INTO
SILL AS SHOWN AND INTO
FOOTING SPLICES TO BE 30
MASONRY UNITS
REINFORCEMENT
(LADDER TYPE)
EVERY OTHER COURSE
9 GAUGE HORIZONTAL
END WITH ACI 90 DEGREE HOOKS
SEE PLAN FOR SIZE AND SPACING
REINFORCED FILLED CELL
8 x8 x16 CONCRETE
SIDES CAST AGAINST SOIL
1-regplusmn
C
LEAR
CO
VERSTIRRUPS
3 CLEAR CONC COVER
FACE OF STD HOOK
1-reg plusmn CLEAR CONC COVER
MIDDLE OF THE BEAM IN BETWEEN
TO THE TIES ON ALL
TO EXTERIOR
INTERMEDIATE SUPPORTS (IF A
ON ALL TOP BARS BEAM END
SEC A-A
ON ALL GRADE BEAM
ELEVATED BEAMS
A
A6 MIN INTO SUPPORTS
90 DEG ACI STANDARD HOOK
TERMINATE (1) BOTTOM BAR WITH
90 DEGREE ACI STANDARD HOOKSPLICE IS REQUIRED)
SPLICE TOP BARS ONLY OVER THE
REQUIRED)
SUPPORTS (IF A SPLICE IS
OVER THE INTERMEDIATE BEAM
SPLICE BOTTOM BARS ONLY
L1 = CLEARSPAN
GREATER
03L OR 0 3L1TEMPERATURE BARS
L1 CLEARSPAN
ON ALL SLAB TOP BARS SLAB ENDS TYP
0 3L OR 0 3L1
SLAB T
HIC
KNESS PER
FR
AM
ING
PLANSBAR SPACING
L CLEARSPAN
SEC A-ABARS INTO SUPPORT
180 DEG ACI STANDARD HOOK
GREATER
6 MIN
EXTEND ALL BOTTOM
2 COVER
6 MIN STEEL BEARING
025 Ln
OR LARGE PIPE AND VARIATIONS IN DEPTH OF STEP
TOP AND BOTTOM)
1-4
PER FOUNDATION PLAN
STEP
SLEEVE ENCASING PIPE
COMPACTED
2
BACKFILL
NEW 8 CONC MASONRY
5 12 OC (TRANSVERSE
3 CLR
TOP OF FOOTING
DETAIL CAN BE USED FOR SIMILAR CONDITIONS INCLUDING A SMALLER
NOTE
regsup2 THICK GALVANIZED STEEL
3 C
LR
8 (MIN BEARING)
24 (TYP)
WALL BEYOND
FOOTING REINFORCEMENT)
6 5 CONT (TO MATCH
COMPACTED
BACKFILL
4-8
30 (TYPICAL)
TOP BARS
BOT BARS
CONCRETE BEAM SIZE
AND REINF PER CONC
BEAM SCHEDULE
8x16 GROUTED BOND BEAM
(FORMED WITH TWO COURSES
OF KNOCK-OUT BLOCK) PROVIDE
LONGITUDINAL REINFORCEMENT
PER SCHEDULE
CMU
NON - STRUCTURAL BUCKSCALE degregsup3 =1
STRUCTURAL BUCK DETAILSCALE degregsup3 =1
BOND BEAM TYP BEAM DROP OVER OPENINGS
SCALE degsup2 =1
DOOR BUCK DETAILSCALE degregsup3 =1
TYP- PRECAST LINTELSCALE degsup2 =1
UNDERNEATH BOND BEAMSCALE degsup2 =1
TYPICAL CHANGE IN BOND BEAM HEIGTH
SCALE regplusmn =1
BOND BEAM CORNER BARSSCALE regplusmn =1 STEP FOOTING DETAIL
SCALE reg plusmn =1
CONCRETE COLUMN SCALE deg =1
CONC WINDOW SILL DETAIL SCALE degregsup3 =1
CMU TYPICAL REINFORCEMENT DETAILSCALE reg plusmn =1
DIAGRAM BEAMSCALE deg =1
MULTI SPAN SLAB REINF DETAILSCALE deg =1
PIPE THROUGHT SHALLOW FOOTING REINFORCEMENTSCALE reg plusmn =1
SECTION CONC- BOND BM - CMU - DNSCALE deg =1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10112018 degsup2regacute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[4] PLAN OF 5
600 N
W 1
4 S
TR
EET
Tekla
structu
res
FaridAbugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLC ou=Structural Engineeremail=FARIDPROJECTCLASSICCOM c=US Date 20181012 183057 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
reg macr
deg
plusmn
PLAN VIEW ROOF PRESSURE ZONESScale 196
macr reg
deg
plusmn
PLAN VIEW PLYWOOD BLOCKINGScale 196
a VALUE 300 ft
ZONE 1 (INTERIOR) 2504 PSF -3977 PSF
ZONE 2 (PERIMETER) 2504 PSF -6923 PSF
ZONE 3 (CORNER) PSF 2504 -6923 PSF
ROOF PRESSURES
BLANK ZONES IN DETAIL REPRESENT ZONE 1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10122018 sup2sup3macracute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[5] PLAN OF 5
600 N
W 1
4 S
TR
EET
PLYWOOD NAILINGFIELD NAILS 10ds 6 OC
PLYWOOD PANEL PERIMETER 10ds 4 OC
10ds 4 OCROOF OUTER BOUNDARIES (FASCIA)
ALL NAILS TO BE RING SHANK
Tekla
structu
res
3
2
3
3
2
2
2
2
3
22
2
2
BLO
CK 4-0
FR
OM
PER
IMETER
BLO
CK 4-0
FR
OM
PER
IMETER
BLOCK 4-0FROM PERIMETER
BLOCK 4-0FROM PERIMETER
Farid Abugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLCou=Structural Engineer email=FARIDPROJECTCLASSICCOM c=USDate 20181012 190536 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
AC EQUIPMENT SCHEDULE
DWG TAG NOM TON QTY MNF OR EQUAL MODEL OR EQUAL
BTUH
HEAT TYPE
SYSTEM
SEER
CFM
FAN STATIC (IN
WG)
VAPORLIQUID PIPE
CONNECT SIZE
(IN ACR) VPHHZ
COMPRESSOR CONDENSER FAN INDOOR FANELECT
HEAT
LOAD
(KW)
CONDENSING UNIT AIR HANDER UNIT
TOTAL
COOL
SENSIBLE
COOL HEAT
SUPPLY
AIR
RETURN
AIR
OUTDOOR
AIR QTY FLA LRA QTY FLA HP FLA MCA
MAX
FUSE MCA
MAX
FUSE
AIR DISTRIBUTION SCHEDULE
DWG TAG SERVICE MOUNTING DESCRIPTION
MNF OR
EQUAL
MODEL OR
EQUAL
MECHANICAL GENERAL NOTES
NO DESCRIPTION
MECHANICAL SPECIFICATIONS
NO DESCRIPTION
A) AIR CONDITIONING SPECIFICATION
B) INSTALLATION
C) WARRANTIES
BLDG VENTILATION (REF FBCM 402)
SPACE FLOOR
AREA
OPERABLE OPENING
AREA
PERCENT OPERABLE PER
FLOOR AREA
MINIMUM
INFILTRATION
REQUIREMENTS
MET
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
FAN SCHEDULE amp DATA
DWG TAG QTY MNF OR EQUAL MODEL OR EQUAL SERVICE CFM
FAN STATIC
(IN WG)
DUCT
CONNECT
SIZE
ELECTRIC
REMARKSVPHHZ FLA
HVAC PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
M101ABC HVAC NOTES amp DETAILS
BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
reg macr
deg
plusmn
PLAN VIEW ROOF PRESSURE ZONESScale 196
macr reg
deg
plusmn
PLAN VIEW PLYWOOD BLOCKINGScale 196
a VALUE 300 ft
ZONE 1 (INTERIOR) 2504 PSF -3977 PSF
ZONE 2 (PERIMETER) 2504 PSF -6923 PSF
ZONE 3 (CORNER) PSF 2504 -6923 PSF
ROOF PRESSURES
BLANK ZONES IN DETAIL REPRESENT ZONE 1
FARID ABUGATTAS PESTRUCTURAL ENGINEER7318 TEXAS TRAILBOCA RATON FLORIDA 33487PHONE (954) 667 - 7803 FAX (561) 665 - 5438PE LICENSE 72471 CA29407WWWPROJECTCLASSICCOM PLANSPROJECTCLASSICCOM
PROJECT
PROJECT CLASSIC
Structural Engineering
10122018 sup2sup3macracute
JOB NUMBER
DRAWN amp CHECKED
DATE
SCALE DRAWING NUMBER
SHEET DESCRIPTION
DEERFIELD BEACH FLORIDA 33442
954-570-9500 FAX 954-570-9550
ARCHITECTURE PLANNING
DATE NO
1525 NW 3rd STREET - SUITE 1
DESCRIPTION
REVISIONS
httpwwwthebenedictgroupcom
PO
MPAN
O B
EACH FLO
RID
A
A R
ICK
CASE H
ABIT
AT
CO
MM
UNIT
Y
316 = 1-0
[5] PLAN OF 5
600 N
W 1
4 S
TR
EET
PLYWOOD NAILINGFIELD NAILS 10ds 6 OC
PLYWOOD PANEL PERIMETER 10ds 4 OC
10ds 4 OCROOF OUTER BOUNDARIES (FASCIA)
ALL NAILS TO BE RING SHANK
Tekla
structu
res
3
2
3
3
2
2
2
2
3
22
2
2
BLO
CK 4-0
FR
OM
PER
IMETER
BLO
CK 4-0
FR
OM
PER
IMETER
BLOCK 4-0FROM PERIMETER
BLOCK 4-0FROM PERIMETER
Farid Abugattas
Digitally signed by FaridAbugattasDN cn=Farid Abugattaso=Project Classic LLCou=Structural Engineer email=FARIDPROJECTCLASSICCOM c=USDate 20181012 190536 -0400
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
AC EQUIPMENT SCHEDULE
DWG TAG NOM TON QTY MNF OR EQUAL MODEL OR EQUAL
BTUH
HEAT TYPE
SYSTEM
SEER
CFM
FAN STATIC (IN
WG)
VAPORLIQUID PIPE
CONNECT SIZE
(IN ACR) VPHHZ
COMPRESSOR CONDENSER FAN INDOOR FANELECT
HEAT
LOAD
(KW)
CONDENSING UNIT AIR HANDER UNIT
TOTAL
COOL
SENSIBLE
COOL HEAT
SUPPLY
AIR
RETURN
AIR
OUTDOOR
AIR QTY FLA LRA QTY FLA HP FLA MCA
MAX
FUSE MCA
MAX
FUSE
AIR DISTRIBUTION SCHEDULE
DWG TAG SERVICE MOUNTING DESCRIPTION
MNF OR
EQUAL
MODEL OR
EQUAL
MECHANICAL GENERAL NOTES
NO DESCRIPTION
MECHANICAL SPECIFICATIONS
NO DESCRIPTION
A) AIR CONDITIONING SPECIFICATION
B) INSTALLATION
C) WARRANTIES
BLDG VENTILATION (REF FBCM 402)
SPACE FLOOR
AREA
OPERABLE OPENING
AREA
PERCENT OPERABLE PER
FLOOR AREA
MINIMUM
INFILTRATION
REQUIREMENTS
MET
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
FAN SCHEDULE amp DATA
DWG TAG QTY MNF OR EQUAL MODEL OR EQUAL SERVICE CFM
FAN STATIC
(IN WG)
DUCT
CONNECT
SIZE
ELECTRIC
REMARKSVPHHZ FLA
HVAC PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
M101ABC HVAC NOTES amp DETAILS
BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
AC EQUIPMENT SCHEDULE
DWG TAG NOM TON QTY MNF OR EQUAL MODEL OR EQUAL
BTUH
HEAT TYPE
SYSTEM
SEER
CFM
FAN STATIC (IN
WG)
VAPORLIQUID PIPE
CONNECT SIZE
(IN ACR) VPHHZ
COMPRESSOR CONDENSER FAN INDOOR FANELECT
HEAT
LOAD
(KW)
CONDENSING UNIT AIR HANDER UNIT
TOTAL
COOL
SENSIBLE
COOL HEAT
SUPPLY
AIR
RETURN
AIR
OUTDOOR
AIR QTY FLA LRA QTY FLA HP FLA MCA
MAX
FUSE MCA
MAX
FUSE
AIR DISTRIBUTION SCHEDULE
DWG TAG SERVICE MOUNTING DESCRIPTION
MNF OR
EQUAL
MODEL OR
EQUAL
MECHANICAL GENERAL NOTES
NO DESCRIPTION
MECHANICAL SPECIFICATIONS
NO DESCRIPTION
A) AIR CONDITIONING SPECIFICATION
B) INSTALLATION
C) WARRANTIES
BLDG VENTILATION (REF FBCM 402)
SPACE FLOOR
AREA
OPERABLE OPENING
AREA
PERCENT OPERABLE PER
FLOOR AREA
MINIMUM
INFILTRATION
REQUIREMENTS
MET
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
FAN SCHEDULE amp DATA
DWG TAG QTY MNF OR EQUAL MODEL OR EQUAL SERVICE CFM
FAN STATIC
(IN WG)
DUCT
CONNECT
SIZE
ELECTRIC
REMARKSVPHHZ FLA
HVAC PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
M101ABC HVAC NOTES amp DETAILS
BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
12
WALL
PIPE CLEAN OUTB6
middot
middot
middot
B3
ANTI-SCALD
PIPE SCHEMATIC
WASH VENT
CONNECTION A8 A5
CONDENSATE
DISCHARGEA2
POTABLE WATER
SERVICE CONNECTION
WASHING MACHINE
MIXING BOXB8
CLEAN-OUT TO
GRADE (CTG)C8
SANITARY VENT
THRU ROOFB5
WATER HEATER W RETURNB2
PIPING MATERIAL
SERVICE LOCATION MATERIAL SPECIFICATION
INDIRECT DRAIN W TRAP PRIMERC5
MEP EQUIPMENT SHALL BE LOCATED ABOVE THE BASE FLOOD
ELEVATION +1 FOOT EXCEPT AS REQUIRED TO ADDRESS LIFE
SAFETY REQUIREMENTS
ALL DOMESTIC AND IRRIGATION WATER SERVICES
SHALL BE POTABLE
SPECIFICATIONS
NO DESCRIPTION
A) PIPING SPECIFICATION
B) WARRANTIES
PIPING PLAN
NOTES EQUIPMENT
SPECS amp CALCS
JOHN LANGFORD FL69962
A RICK CASE
NW 15TH STREETPOMPANO BEACH FL
THE BENEDICTGROUP
HABITAT COMMUNITY
1525 NW 3RD STREETSTE 1DEERFIELD BEACH FL
P101ABC BLDG
TYPE A
B
C
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
FOR REFERENCE ONLY
SUBJECT TO ALL CODES OF THE CITY OF POMPANO BEACH BP18-00007631 101718
REVIEWED FOR CODE COMPLIANCE
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