HomeMy WebLinkAboutBuilding PlansI. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE.
2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPLICABLE AMENDMENTS.
3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.
4. BUILDER SHALL REVIEW DRAHIN65 IN THEIR ENTIRETY BEFORE 5TARTIN6 WORK. THE
BUILDER SHALL ACCEPT FULL RESPON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT
REPORTED IMMEDIATELY IN HRITIN6 TO THE ARCHITECT. BAGKCHAR6E5 WILL NOT BE
ACCEPTED, DO NOT SCALE DRAWINGS.
5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWIN65 A5 REQUIRED BELOW.
6. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE
ENERGY REQUIREMENT5 OF THE F.B.G. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR
SHALL FAMILIARIZE HIMSELF WITH THE 60VERNIN& CODE IN ITS ENTIRETY AND BUILD
IN ACCORDANCE WITH ALL PROVISIONS OF THI5 CODE WHICH MAY NOT BE
SPECIFICALLY ADDRE55ED ON THE PLANS AND NOTES.
7. BUILDER 15 RE5PON51BLE FOR ADEQUATE BRACIN& OF STRUCTURAL OR
NON-5TRUGTURAL MEMBERS DURING GON5TRUCTION.
8. CABINET SUPPLIER TO PROVIDE SHOP DRAHIN65 TO THE BUILDER.
q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWIN& TO BUILDER.
10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW
UNITS SHALL DISPLAY LABELS 5HOWIN6 COMPLIANCE WITH THE F.B.G. ENERGY
CONSERVATION GODS.
II. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE
H16H VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.G.
I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X b" X HIAXWIA
AAM. ON 6 MIL V150UEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED
FOR TERMITES. HHM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE 5LA5
MP'TH AND MUST BE SUPPORTED AT 3'-0" O/C EACH WAY WITH APPROVED MATERIALS.
2. ALL RE:INFORCIN& STEEL TO BE 6RADE bO.
3. COLUMN AND WAIL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
OTHERWISE NOTED.
4. FOOTIN6 DE516N BASED ON A55UMED SOIL BEARING CAPACITY OF 2500 P.S.F.,
CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR SOIL. BEARING CAPACITY
REPORT BY A FLORIDA REC715TERED ENGINEER.
5. ALL 511E PREPARATIONS 4 DRAINAGE RECOMMENDATIONS MADE IN THE 51TE
SPECIFIC 6EOTEOHNIOAL REPORT MUST BE STRICTLY ADHERED TO.
6. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER. SHALL CONSIST OF
GLEAN WELL &RAPED SAND IN 12" LIFT5(MAX) AND VIBRATORY COMPACTED TO
ACHIEVE A MINIMUM OF'15% MODIFIED PROCTOR A5TM D 1557-02.
7. AFTER STANDARD CLEANING AND 6RUMIN6 HAS BEEN COMPLETED AND APPROVED
APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXI5TiN6
GROUND.
b. 5LA135 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED.
q. SPLICES SHALL BE 48 BAR DIAMETERS AND CONTINUO05 AROUND ALL CORNERS AND
GHAN&E5 IN DIRECTION. CORNER BARS SHALL BE 4& BAR DIAMETERS EACH. WAY.
10, ALL MONOLITHIC FOOTIN65 HAVE BEEN CHECKED FOR THE USE OF TRANSFER
REINFORCEMENT AT THE PERIMETER. RATIONAL ANALY515 SHALL BE 5UBMITTED, BUT
ONLY IF R:EQUE5TED BY THE SUILDIN6 OFFICIAL.
MAXIMUM INATEK/GtMtNT KATIO MUST NCTF tAr t=U ®b5.
SITE PLAN
NOTES
BEAM 56,HEDULE NOTES
I. THE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL
LOCATION OF THE HOUSE, POOL, DRIVEHAY5 AND 51TE FEATURES ONLY. THE 6.0. OR
1. 5CHEOUI ED HOOP5 AND 5TIRRUP5 SHALL BE PLACED AT EACH END (E.E) OF BEAM OR
OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED
THROU6 1OUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE
SURVEYOR AT 50 PECENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE
FOR VERIFYING BUILDING LOT FIT, LOT COVERA&E, EASEMENT LOCATIONS, 5ET BACKS,
5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE
AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS
NOTED
OCCUR BETWEEN THE ARCHITECTURAL 511E PLAN AND SURVEYORS LAYOUT THE GENERAL.
CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING
2 ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLE55 OTHERWISE NOTED
AND C.ON5TRUGTION. NO WORK SHALL BE PERFORMED UNTIL THE &ENE:RAL. CONTRACTOR
3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE -
RESOLVES THESE CONFLICTS.
BEAMS ONLY. ALL 5PLIGE5 TO BE A MINIMUM OF 4b BAR DIAMETERS.
GON(w
ETE NOTES
4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS
FROM ADJACENT BEAMS. (UNO).
I. CONCRETE SHALL CONFORM TO A57M C014-07, SHALL HAVE A MAXIMUM HATER/GEMENT
5 DROP E3070M OF TIE BEAMS AS REQUIRED AT WINDOW 4 DOOR HEADS (25" MAX)
RATIO OF Oh AND SHALL HAVE 5000 PSI COMPRESSIVE 5TRENOTH IN 28 DAYS (
ADD 2-#5 BOTTOM IF DROP EXCEEDS 5".
UNLE55 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI
318-08 AND AGI 301. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH
6 TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 5" TO FIT BLOCK
AGI 530-08.
Jw_�RK.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5LA135 ON VAPOR
1. ALL ADDED LO&ITUDINAL BEAM REINFORCIN6 SHALL EXTEND 6" MINIMUM INTO
BARRIER - 3/4" BEAM5 AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW 6RADE-2
E�1PPORT UNLE55 OTHERWISE NOTED.
UNFORMED CONCRETE BELOW 6RADE-3
REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL
3. REINFORGIN6 STEEL: GRADE 60 (FY=60.000) ASTM A615-04cs.
SPECIFICATIONS.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL
q ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT
OF STANDARD PRAGTIGE FOR REINFORCED CONCRETE CONSTRUCTION A5 RBL15HED
FEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "A" TEN51ON LAP SPLICE
BY THE CONCRETE REINFORGIN6 STEEL INSTITUTE UNLE55 NOTED OTHERWISE.
OH EITHER 51 DE OF SUPPORT.
5. ADEQUATE VERTICAL AND HORIZONTAL 5HORINC 5HALL BE PROVIDED TO SAFELY
lo, MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT
SUPPORT ALL LOADS DURIN6 CONSTRICTION.
RCINFORC.IN6 SHALL BE CONTINUOUS THRIU THESE TWO BEAMS.
6. CONCRETE BEAM 51ZE5 MAY INCREASED 0' MAX) A5 REQUIRED FOR ARCHITECTURAL
DETAILS OR FIT BLOCK GOUR51N6, DROP BOTTOM OF TIE BEAM AS REQUIRED AT
WINDOW AND DOOR BEAMS (28" MAX) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS
V'.
7. DOWEL5 COLUMN AND WALL REINFORGIN& TO FOOTING WITH SAME 51ZE AND NUMBER
OF DOWELS AS VERTICAL BARS ABOVE.
D. REINFORGIN& STEEL SHALL BE LAPPED 46 BAR DIA. MIN. WHERE SPLICED AND SHALL
BE WIRED T06ETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM
REINFORGIN6 AT EACH FACE. LAP 46 BAR PIA. MIN.
q. PLAGIN6 DRAWINGS ON BAR L15T5 SHALL CONFORM TO AV S "MANUAL OF STANDARD
PRACTICE FOR DETAILIN6 REINFORCED CONCRETE CONSTRUCTION AS PUBL15HED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWI5E.
. NkyA FA . o
ABV ABOVE
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLER UNIT
B.F.
BI FOLD
B.P.
BI PA55
ELK.
BLOCK
BLH.
BELOW
5R6.
BEARING
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GL6.
GEILIN&
GMU
CONCRETE MASONRY UNITS
COL.
COLUMN
GONG.
CONCRETE
GSMT.
CASEMENT
DBL.
DOUBLE
VIA.
DIAMETER
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D15POSAL
DP
DE516N PRE55URE
DR.
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ELECTRICAL
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EACH SIDE
M.G.
MEDICINE CABINET
EXT.
EXTERIOR
MI.3Z.H.
MEAN HEIGHT
F.B.G.
FLORIDA BUILDIN6 CODE
M r
HR
METAL THRESHOLD
F.R.
FIRE RATED
MAX.
MA
IUFFAACTURER
FIR
FRENCH DOOR
MFR.
N
MAN
N
FIN.
FINISHED
MICRO.
MICROWAVE
F
FLOOR
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MINIMUM
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61RDER TRU55
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6ALV.
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�L
6L.
6LA55
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GYP. BD.
6YP5UM WALLBOARD
PI.F.
POUNDS PER LINEAR FOOT
H&T.
HEIGHT
P.O.F.
POUNDS PER SQUARE FOOT
HP5.
HOOPS
P.O.I.
POUNDS PER SQUARE INCH
HR
HOUR
P.T.
PRE55M TREATED
H5
HORIZONTAL 5LIDIN6
PART'N.
PARTITION
HVHZ
H16H VELOCITY HURRICANE ZONE
PKT.
POCKET
INS.
INSULATION
PLYWD,
PLYWOOD
INT.
INTERIOR
R.O.
ROL6H OPENING
Le.
LONG
5.C.
50-0 GORE
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5.5.D.
5LIDIN6 6LA55 DOOR
LT.
LIGHT
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50U.ARE FOOT
L.T.
LAUNDRY TUB
5H
51 N6-E HUNG
220 V. RECEPTACLE
11
AT 12" A.F.F.
®
DUPLEX RECEPTAGLE/ ARG
51N&LE RECEPTACLE
fl
FAULT INTERRUPT AT 12 A.F.F.
DEDICATED
DUPLEX RECEPTACLE
51N(5LE RECEPTACLE
B
AT BASE
l
DEDICATED 5WITGHED
DUPLEX RECEPTACLE
51NCLE RECEPTACLE
c
AT 8" ABV. COUNTER
�D
DEDICATED UNDERGOUNTER
RECEPTACLE
SGDUPLEX
FI
GROUND FAULT INTERRUPT
DUPLEX RECEPTACLE- ARC
FAULT INTERRUPT as 12" A.F.=.
DUPLEX RECEPTACLE
c
�GFI
AT 8�� ABV. COUNTER
DUPLEX RECEPTACLE
�
GROUND FAULT INTERRUPT
TOP REG. SWITCHED
ARC FAULT INTERRUPT
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DUPLEX RECEPTACLE
II
TOP REG. 5WITGHED
5WITGH
SINGLE POLE
DUPLEX RECEPTACLE
�GFI
WATERPROOF
5WITGH
GROUND FAULT INTERRUPTS
THREE WAY
!UC
DUPLEX RECEPAACLE
f4
5WITGH
UNDER COUNTER
FOUR WAY
QUADRUPLEX
5WITGH
RECEPTACLE
�11
DIMMER
DUPLEX RECEPTACLE
�K
5WITGH
FLUSH IN FLOOR
KEYED
5M5
SHEET METAL 50REW5
ST.
5TIRR1P5
5TL.
5TEE1
SW
5WITGH
5.H.O.T.
5HEARWALL OVERTURNING FORGE
TEMP.
TEMPERED
T.B.
THROUGH BOLT
T.O.
THROUGH OUT
T.OB.B.
TOP OF MASONRY BOND BEAM
T.O.PL.
TOP OF HOOD PLATE
T.O.TB.
TOP OF TIE BEAM
Tyr.
TYPICAL
U.N.O.
UNLESS NOTED OTHERWISE
UL
UNDERARITERS LABORATORIES
V.I.F.
VERIFY IN FIELD
H.A.
HEO&E ANCHORS
H/
HITH
WG
HATER GL05ET
Wb.
WOOD
TELEVISION JACK
PREHIRED
T�
HVAG
THERM05TAT
NTERCOM
AT 60" A.F.F.
(]
SECURITY
KEYPAD
DOOR
CHIME
PUSH
�I
BOTTON
V
TELEPHONE OUTLET
AT 12" A.F.F.
TELEPHONE OUTLET
FLUSH IN FLOOR
DEDICATED
DATA LINE:
C. V.
i
CENTRAL VACUUM
RECEPTACLE
SECURITY
LIGHTS
MA50N '%r NOTES
1. CONCRETE UNITS TO BE A5TM C 410-06b. A5TM C-RADE5 NI Ork NIT. PROVIDE PRECA5T
LINTELS A5 NECE55ARY. Wm = 1500 P51)
2. MORTAR TYPE M PER A57M G 270-07.
3. CONCRETE FILL
A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL bE FILLED HV 5000 P51
PEA 6RAVEL CONCRETE.
B. THE MIX DE516N SHALL BE APPROVED BY THE ENGINEER.
0. ALL CONCRETE SHALL BE OF A FLUID CON515TENGY WITH A SLUMF OF q"-11" MAX., WHICH
MEANS THAT THE CONSISTENCY SHALL BE A5 FLUID AS P0551BL E FOR POURING WITHOUT
5E6RE6ATION OF THE CONSTITUENT PARTS.
D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE
ENGINEER.
4. REINFORCING:
VERTICAL:
A. A5TM A615-03. PER REINFORGIN& SECTION ( E 60).
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VER1I=1_"1AL CORE, IT SHALL NOT
BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALI&NMENT, EVEN THOU&H IT 15
IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLE:A"rA1,16E OF ONE-HIALF INCH
FROM THE MASONRY.
D. VERTICAL REINFORGIN6 SHALL BE AS LOCATED ON THE: PLAN AND AS INDICATED IN
THE COLUMN SCHEDULE.
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REC�UIREDa, SHALL BE
CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE NING5 TO ALLOW
REINFORGIN& BARS TO CONTINUE UNINTERRUPTED.
HORIZONTAL:
A. HORIZONTAL REINFORGEI-ENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM
SCHEDULE.
B. HORIZONTAL JOINT REINFORCEMENT SHALL CON515T OF AT LLA5T q GAGE LADDER
TYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/C VERT. REINFORCEMENT SHALL
AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINC5 AND EXTEND NOT LE55
THEN 24" BEYOND THE OPENING. PROVIDE W MIN EMBEDMENT INTO CONCRETE COLUMNS
AND BEAMS AND FULL DEPTH LAPS AT ALL MA50NRY "L" AND "T" INTERSECTIONS.
5. GENERAL:
A. STRUCTURAL DE516N 15 IN ACCORDANCE WITH A.C.1, 530-OS/ A.5.0.E. 5-Ob/T.M.5.
402-05, BUILDIN& CODE REQUIREMENTS FOR MA50NRY 5TR14TTURE5 AND THE
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MA50NRY STRUCTURES.
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.I-D iA.5.0 E. 6-Ob/T.M.5.
602-06, 5PECIFLCATION5 FOR MA50NRY STRUCTURES AND THE COMMENTARY ON
SPECIFICATIONS FOR MA50NRY STRUCTURES.
C. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL iN.iPLCTOR APPROVED BY THE
BUILDING OFFICAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN
ACCORDANCE WITH SECTION 2122.2.4 F.B.G.
6. VERTICAL CELLS FOR MASONRY TO BE &ROUTED SHALL HA"VE VERTICAL ALi6NMENT
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL.,
7. CL.EANOUT OPENIN65 SHALL BE PROVIDED AT THETi"O OF &ROUTEE�D CELLS AT
BO M
EACH LIFT OVER 4'-0" HIGH. GLEANOUT5 SHALL BE SEALED AFTER CLEANING AND
INSPECTION, AND BEFORE 6ROUTIN&.
STEEL NOTES
1. STRUCTURAL STEEL SHALL CONFORM TO THE A150 "5Pi CIFICA'd"ION FOR THE DE.516N,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN65" . MATERIALS SHALL
CONFORM TO THE APPLICABLE ASTM 5PECIFIGAT'ION AS FOLLOWS; W SHAPES - Agg2-06a,
OTHER SHAPES - A3b-05, PLATES A56-05 BOLTS - A 307-04 TUBULAR - A500-07 GRADE
B (46 K51)
2. WELDED CONSTRUCTION 5HALL CONFORM TO THE AMERICAN kiLLDIN& SOCIETY
STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP HELPS SHALL_ BE
A.W.5. A5.1 EiOXX.
FF
FAN
B
SOX
Ed
JUNCTION
BOX
PADDLE FAN
W/ OR WO/ LIGHT
FLOURESCENT
LIGHT FIXTURE
FLOURE.5GENT
LIGHT FIXTURE
INCANDESCENT LI&HT
FIXTURE 01-6. MNTED.
INCANDESCENT LLFHT
FIXTURE WALL. MNTED,
HI HAT
0
GL6. MOUNTED
HI HAT
®
VAPOR PROOF
REGE55ED
0
EYEBALL
CM
CARBON MONOXIDE
DETECTOR
F�
Y
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M
CI
PLAN NOTES
I. A PERMA'rEN`I" 516N WHICH IDENTIFIES THE TERI,-11TE TREATMENT PROVIDER AND NEED
FOR REIN5PEC'1TION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE VON
SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL.
2. PROVIDE w" STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT
(HVAC, EHW, R/DRYER) LOCATED IN THE 6ARAC7E AT FLOOR LEVEL PER FB.C.
MECHANICAL CODE.
3. PROVIDE ix" P.T. FiRE5TOP HORIZONTAL a GEILIN& 4 HALL INTERSECTIONS OR 6-O"
0/0 VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.G. SECTION 705.
4. ALL &LAZIN& WITHIN 24"(48" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE
TEMPERED. ALL WINDOWS OR 6LA55 ENCLO5UREE5 AT OR WITHIN 36" OF TU135 AND
5H0 �NITH 5ILL5 LE55 THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL 6LA55 IN
51DELI&HT5, SLIDING 6LA55 DOORS AND FRENCH DOORS SHALL BE TEMPERED.
5. EGRE55 NINIDOHS SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS.
E&RE55 WINDOP45 SHALL HAVE A MINIMAL NET OPENING OF 24" H16H, 20" WIDE, AND MIN.
NET AREA OF 5.1 S.F. FOR 2nd FLOOR HMOW5 AND 5.0 5.F. FOR Ist FLOOR WINDOW5.
THE BOTTOM OF THE OPENIN6 SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH
AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL
SHALL BE NO LE55 THAN 36' A.F.F. OR PROVIDE: AN APPROVED 5AFEOUARD.
6. ALL 6ATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS.
7. IN ARLA'w, OTHER THAN HVHZ FIXED CLASS THICKNESS SHALL BE DETERMINED LINN&
TABLE 2405.3 4 .3A OF F.B.G. A5 THE MINIMUM THICKNESS ALLOWED.
5. IN HVHZ ARe,1�E PROVIDE HURRICANE SHUTTERS AS PER FB.C. SECTION 24-13 UNLE55
THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT
APPROVAL TO PRESERVE THE ENCLOSED 5UILDIN6 ENVELOPE A&AIN5T IMPACT LOADS
AS SET FORTH 114 CHAPTER 16.
q. PICKETS AT STAIRS, LANDIN&5 4 BALCONIES SHALL BE SPACED TO PREVENT
PA55AGE OF A 4" DIAMETER SPHERE.
10. PROVIDE: A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
II. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN H00I25 SHALL NOT
VENT THROUGH THE 51M WALL AND MUST MAINTAIN A 10'-0" SETBACK.
FRAM I NO NOTES
I. THE TRU55 ANED FLOOR SYSTEM LAYOUT 5HOHN ON THI5 SHEET 15 SCHEMATIC IN
NATURE. HOWEVER, THE 5UPPORTIN6 SUPERSTRUCTURE HAS BEEN DE5IFNED UNDER THE
A55UMPT'ION THAT THE FRAMING 50FEME: 5HOWN WILL GL05ELY PARALLEL FINAL TRU55
AND FLOOR SYSTEM DE516NER5 LAYOUT.
2. THI5 FRAMIN& 50HEME (DIRECTION OF TRU55E:5 AND SLABS, MAJOR 6.T. BEARING
POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINiN6 PERMISSION FROM THE PRIME
PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED 6HAN6ES AND AUTHORIZE
5TRUCTURAL. REVISIONS ACCORDINGLY.
3, FINAL 5kAED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DE510N MUST BE
SUBMITTED TO THI5 OFFICE FOR REVIEW. TR65 AND FLOOR SYSTEM DE516NE-R5 MUST
PROVIDE ALL TRU55 CONNECTIONS A5 PART OF THE DE516N.
4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE~ (3) COPIES OF SHOP
DRAHIN65 AND EN6INEERIN6 CALCULATIONS 516NED AND SEALED BY A FLORIDA
RE615TERED ENGINEER, OF THEIR DE516N FOR REVIEW INCLUDIN6 TWO (2) COPIES FOR
ARCHITECT/ EN6INEER5 REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP ORAWIN65 15
A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEFS THE
MANUFACTURER OF HI5 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY
INTE6RATE5 WITH THE ARCHITECT/ EN6INNER5 SUPERSTRUCTURE. IF THERE 15 ANY
CONFLICT OR ADDITIONAL 5TR 71JRE NEEDED, THE TRUSS AND FLOOR SYSTEM
COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC
AREAS OF CONCERN.
5. 7RL65E5 ':"0 BE DE516NED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON
TRU55 DRAWING-67 IE BUILDER SHALL BE RE5PON51BLE FOR THE COMPLETE-
COORDINATION BETWEEN THE TRI55 DE516N AND AIR CONDITIONING DE510
REQUIREME'NTrX
6. NE:; r Ei« ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR 5TR1GTURAL
BEAMS, COLUMNS, AND FOOTINCS UNTIL REVIEW OF APPROVED TRU55 AND FLOOR
SYSTEM DRAYiIN65, 516NED AND SEALED BY A FLORIDA RE615TERED ENGINEER.
7. ALL INTERIOR LOAD BEARIN6 PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND
BOTTOM EACH STUD. (CONVO)
O O5ED S I HOLE FAMILY RESIDENCE
•
ruoi; S M J 1
SMOKE
DETECTOR
EXHAUST
FAN
EXHAUSTFAN
/LIGHT COMBO
SPEAKER
IN GL6.
LV DOOR
RELEASE
LOW VOLTAGE
TRANSFORMER
ST LUG I E rOUN I LO I D
/ SCALE
i Ail_
# Dt`1`Ait_
DIE SCALE
# SECTION
SCALE �-
# SECTION A
DWG. SCALE
# INC2 ELEV.
SCALE
(CONT'D)
6. STRUCTURAL HOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
CONSTRUCTION MANUAL" A5 RBL15HED BY THE AMERICAN INSTITUTE OF TIMBER
CONSTRUCTION.
q. ALL WOOD IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRESSURE TREATED.
PROVIDE AN APPROVED M0157LRE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
GEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE.
10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDIN6 ADEQUATE BRAOIN& AND
BRID61N6 USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT
COLLAPSE OR DAMAGE.
11. HEADERS FOR FRAMED OPENIN65 GREATER THAN 6-0" MUST BE ENGINEERED AND
STAMPED BY THE TRU55 MANUFACTURER. OLE-55 NOTED OTHERWISE)
12. ALL HEADER5 OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2'5 UNLE55
OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL
THIGKNE55),
15. DIMEN51ONAL LUMBER 5HALLL, BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL
PROVIDE ALLOWABLE 5TRE-55 VALUES OF 1200 P51 IN BENDIN6 FOR A 51NCLE MEMBER
USES. qO PSI IN HORIZONTAL 5HEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600
K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER 6RAdDIN6 A6ENGY.
14. NON-MARiN& INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE
CHANNEL TYPE STUDS AT 24" O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2°
GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL
5CREH5 AT 12" O/C MAX.
15. METAL LATH OVER 5HEATHIN5 SHALL BE 3/8" V-6ROVE OR DIMPLED. GEILINCS AND
SOFFITS SHALL BE H16H RIB TYPE. FASTEN TO EUB5TATE AT 4" 0/6 A5 FOLLOWS;
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4" PENETRATION
INTO HORIZONTAL WOOD FRAMIN6 MEMBERS, AND 3/4" PENETRATION INTO VERTICAL
WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS
SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT
OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 6AU6E STAPLES I" LEG11/16"
CROWN METAL MTL, IN6: SELF TAPING 5GREW5 #12 x 1/2" 1A45HER HEAD STAPLES
SHALL NOT BE USED FOR SOFFITS OR CEILIN66
16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDW
OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL.
LAYER OF WATER BARRIER OR BY IN5TALLIN6 A HOUSE WRAP BENEATH THE WATER
BARRIER.
17. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF
1126 I-1/2" LON& AND .120" DIAMETER U.N.O.
16. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE P05T AS FOLLOWS:
WRAP P05T ON ALL SIDES FROM BASE OF POST TO UNDER51DE OF BEARING WITH (1)
LAYER OF 5/6' TYPE "X" GYPSUM WALL BOARD. THI5 WILL PROVIDE A ONE HOUR RATING
FOR THE POST.
A, TRU55 MANUFACTURER SHALL DESIGN TRU55E5 TO COMPLY WITH ALL SUPERIMPOSED
WIND LOADS PER F.B.G. 2010,
MEGH11'%\N I GAL NOTES
L. ALL HEATING, AIR, CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
CONFORM TO THE REQUIREMENT5 SET FORTH IN THE "FLORIDA BUILDING CODE
MECHANICAL" AND FLORIDA WILDIN& CODE ENERGY CONSERVATION.
2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS.
3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED
ASSEMBLIES IF ANY.
4. ALL DWELLIN& ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED,
JI MPER5 OR TRANSFER &RILLE5.
5. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
ADJOININ& 6R.AM OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE.
PADS SHALL BE A MINIMUM 4'-O"x,1'-O" PAD FOR DOUBLE UNIT.
FLUME31 NO NOTES
I. ALL PLUMBIN& FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405,
F.B.G.
2. ALL PLUMBIN& FIXTURES SHALL MEET THE REQUIREMENT5 OF TABLE 604.5, F.B.G.
3. 015PO51TION OF RAIN HATER SHALL COMPLY WITH F.B.C. PLUMIBIN& CODE CHAPTER 11.
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS.
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING.
6. 5HOLAER COMPARTMENTS AND WALLS ABOVE BATH TUBS HITH SHOVER HEADS SHALL
BE FIN15HE D WITH A SMOOTH , NONAB50RBENT SURFACE 1-0 A HE`.16HT NOT LE55 THLi
70 INCHES ABOVE THE DRAIN INLET.
LOCATION
LIVE
DE'.AD
PART'N
TOTAL
6ROUND FLOGS
40
50
10
100 oppllo,5 to slab
FLOOR FRAMIN&
40
15
10
65
ROOF
30
25
0
55
WIND:
ULTIMATE HIND SPEED = 165 ny.h.
NOMINAL HIND SPEED = 128 mph.
R15K CATA&ORY = 11
BUILDING DE515N AS ENCLOSED
EXP05LRE CATEGORY = D
ROOF DEAD LOAD FOR HIND
DE516N TAKEN AT 10 p.51.
NOTE: THIS STRUCTURE 15 DE515NED IN
ACCORDANCE HITH CHAPTER 16 OF THE
FLORIDA BUILDIN& CODE AND A5GE. DE516N
PRE55URE5 FOR EXTERIOR DOORS AND
WINDOWS ARE NOTED ON THE DOOR AND
WINDOW 5HEDULE5. WINDOW AND DOOR
MANUFACTURERS SHALL MULTIPLY THE 61VEN
DE516N PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
ELEGTI GAL NOTES
I. CONTRACTOR SHALL VERIFY HI'1}I F.P.4L. THE LOCATION OF SERVICE AND SHALL
LOCATE METER 4 PANELS A5 REQUIRED.
2. ALL WIRE SHALL BE THHN COPPER. UNLZ55 NOTED OTHERWISE.
3. REQUIRED BY OTHER GODE5, 51EIRVICE: AND FEEDER CONDUCTORS SHALL BE
COPPER OF EQUAL AMPAGITY.
4. ALL BRANCH CIRCUITS IN RAGE'I�AY OR NON METALLIC SHEATHED GABLE.
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
CONSTRUCTION.
b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
SPECIFICATIONS.
7. PROVIDE D15CONNECT 5WITGH 01: 51ZE AS REQUIRED BY LOAD AND UNITS.
b. PROVIDE NON-FU5IBL.E GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
PUMPS NOT VISIBLE FROM CIRCUIT 15REAKER, PANEL AND A5 PER MANUFACTURER.
RECOMMENDATIONS.
q. PROVIDE CFGI PROTECTION FOR .ALL BATHROOM, 6ARAISE, EXTERIOR, KITCHEN,
LAUNDRY AND WET BAR OUTLETS PER NEC 210b(A).
10. ELECTRIGAL FIXTURES, TRIM AND' APPLIANCES SHALL BE UL APPROVED AND AS
SELECTED BY OWNER.
II. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
12. PROVIDE PRE- WIRED T.V. OUTLEET5 FOR CABLE A5 5HOWN ON PLANS.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES.
14. ALL OL05ET LI6HTIN6 SHALL COMPLY WITH NEC SEC. 410.5.
15. THE BRANCH CIRCUITS GONTAINI116 SMOKE DETECTORS SHALL HAVE ARG-FAULT
PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO
ARC -FAULT CIRCUITS AHEAD OF 5WITGH AND HAVE SELF CONTAINED BATTER BACK-UP.
DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
16. PREWIRE FOR 6ARA&E DOOR OPENER SENSOR.
17. PROVIDE ARC -FAULT CIRCUIT IN"TERRUPTOR PROTECTION IN DHELLIN6 UNIT LIVING,
DININ6, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOMS, SUNROOMS, CLOSETS, HALLWAYS
OR SIM. ROOMS PER NEC 210-12 (B).
0. SMOKE DETECTORS REQUIRED ON ALL, HVAG UNITS WITH 2O01 GFM OR MORE.
N. CEILING AREA 110 V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 FT. FROM
THE DOOR TO BATHROOMS, WA5HERJ0RYER5, A./G SUPPLY AND RETURNS 4 KITCHENS.
SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF
THE PHOTOELECTRIC TYPE.
20. CARBON MONOXIDE ALARM TO BE IN5TALLfED WITHIN 10' OF A ROOM USED FOR
5LEEPING PURPO5E15 WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR
APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME
FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER
UTILITY. SUCH ALARMS SHALL HAVE BATTER`( BACKUP.
21. IF USED, A COMBINATION 5MOiK.E/ CARBON MONOXIDE ALARM SHALL BE L15TED OR
LABELED BY A NATIONALLY REGOC7NIZED TESTING LABORATORY.
22. TAMPER RE515TANT RECEPTACLES ARE REHIRED IN DWELLING UNITS IN ALL AREAS
SPECIFIED IN NEC 210.52 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC, 406.11
23. INTERSYSTEM BONDING TERMINATION FOR GONNEGTIN6 INTERSYSTEM BONDING AND
GROUNDING CONDUCTORS SHALL BE' O FOR TV, COMMUNICATIONS, RADIO,
CATV, ETC. PER NEC 250.9&;vfit
4. y z
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COME40E
REHIEWED BY
IDA'TE
PLANS AN PE MIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
CODES USED:
- FLORIDA BUILDING CODE 2010� [
.,Inr!I1,1t�Pc�:i`
- NEC 2005
- A.S.C.E: 1-10
DRAWL NO INDEX
C-1 COVER SHEET
5-1 51TE PLAN
A40 FOUNDATION DETAIL-5
A-0 SLAB 4 CLIL PLACEMENT PLA 3atf"ate- WdSNi ON.
A-2 FIRST 4 550ON12 FLOOR i d
A-3 1=LE1/AT10N5 4 DETAILS CIE
SEWED Ae asmalABI
A-4 SECTIONS $ OETAIL5 ATE PLA -� d
A-5 FLOOR aI ROOF FRAHIM; FL MUST w0t woo
NQ S.nglm`LAIADE
A-6 FLOOR 4 ROOF MAN N& DETAILS
A-7 FLOOR 4 ROOF BRACING PLANS 4 DETAILS
A-6 I5T $ 2ND FLOOR ELECTRICAL PLAN:5
M-1 15T $ 2NO FLOOR MECHANICAL PLAN
i oc,) ~ PLANS ANIJ ALL PROPOSED WORK
ARE SU&JECT TO MY C(XMVION-
EWR RY Fif l INWCTORS71HIAT
MAY BE N CE TO
' AMPQCA 000ES"
•
dos igned
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d o t o
4112114
5 co I e
114' = P-O" (VN.0)
J O b n O. 14-041 . ETT
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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L" 1 5HEARKALL LABEL 300 AVENUE OF CHAMPIONS
1 PALM BEACH GARDENS, FL 33418
FRONT FILED CELL SEE V/AdW"/A AS NOTED HEIGHT 5 561.2. 994
6.244 �>wc 2 INTERIOR FOUNDATION PLANFAX 561.296.2494
ELEVATION B-# BEAM LABEL Or8'WW.QEASSOCIATES.C:OM+3
3 POURED OFFIT
CONCRETE COLUMN 111Z/11!/.LL�/11 j HEIr7HT AS DROPPED NOTED
- ,\ 000# MAX, LABEL
5555 CONNECTOR d ra w i n g
#) DOOR LABEL TG
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REVISION COVER SHEET
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f # WINDOW LABEL CONSTRUCTION MASONRY CONSTRUCTION
TYPICAL
Q.
NORTH ARROW F_ - - - - FRAME CONSTRUCTION
ABOVE OR BELOW
COLUMN LABEL --
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ELEV, BEAM HEIGHT THE D .51ON PROFE55IONAL A55UME5 NO
BREAK LINE ELEV cHAN6E LIABILITY FOR, IMPROPER 5LOPE5, ORADE5
O 2' 4, 6. OR MEA5UREMENT5. ALL FIOURE5 TO BE C,-1
C
FOOTLNF LABEI Aomwmmml
GRAPHIC SCALE 0'-+O" FIN. FL. SLAB FLOOR ELEVATION VERIFIED BY A LICENSED GENERAL OONTI,:ACTOR IN THE FIELD BEFORE
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N
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NOTE TO BUILDER:
SEE SHEET A-I.I FOR PILING
SPECIFICATIONS, NOTES AND
PILE/FOUNDATION DETAILS
COLUMN SCHEDULE
MARK
51ZE TYPE
DESCRIPTION
C-1
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BLOCK
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G-3
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BLOCK
RIWER T-329 OR EOUAL CONG BLOCK
FULLY 6ROUTEV W/(2)#5 VIA ROAR VERTICAL
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0
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m
0
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BTM
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2*7
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68-2
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-
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6" O.G.
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ca-3
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2#7
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ENTRANCE
DETAIL G
66-4
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-
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6" O.G.
5TEP
DETAIL D
60-5
16 "x16"
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-
2*7
#3 DIA STIRRUPS 0
610.0.
GARAGE
DETAIL E
66-6
16 "X30"
2#7
2#5
2#7
#3 DIA 5TIRRUPS O
12" O.G.
6ARA6E
DETAIL H
60-7
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-
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#3 DIA 5TIRRUP5 0
6" O.G.
6ARA6E 5TEP
DETAIL P
60-6
16504"/30"
2#6
2#5
2#7
#3 DIA 5TIRRUPS O
10" O.G.
PORCH STEP
DETAIL CC
NOTE TO BUILDER:
VERIFY ALL DIMENSIONS AND AN&Z5
SHOWN HITH SITE SURVEY
INFORMATION BEFORE CONSTRUCTION
NOTE:
WEATHERING AREA PER TABLE 301.2.(I)
WEATHERING: NE6L161BLE
TERMITE: VERY HEAVEY
NOTE TO BUILDER: MASON:
EXACT MA50NRY OPENIN6 SIZES ARE
TO BE OBTAINED FROM BUILDER
BEFORE CONSTRUCTION DUE TO
VARYIN6 MANUFACTURER M.O.'s. SEE
FLOOR PLAN FOR HINDOH PLACEMENT
AND LABELING.
6.0. TO VERIFY ALL FOUNDATION DIMENSIONS AND
FINISH FLOOR HEIGHT HITH SURVEY INFO BEFORE
CONSTRUCTION
SLAB:
POURED CONCRETE SLAB OVER (SEE SLAB
SPECS) OVER APPROVED VAPOR BARRIER AND
WELL COMPACTED (TO 45 %) GLEAN AND
TERMITE TREATED 5AND FILL.
NOTE-
O.C. TO VERIFY ELEVATIONS WITH SURVEY
AND ADJZT AGGORDIN61-Y IF NECE55ARY
BEFORE CONSTRUCTION. DO NOT EXCEED MAX
BUILDING HT. ALLOWED BY LOCAL CODES.
THE DE5167N PROFE551ONAL A55UME5 NO
LIABILITY FOR IMPROPER 5LOPE5, GRADE5
OR MEASUREMENTS. ALL FIGURE5 TO BE
VERIFIED BY A LICEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON5TRUCTION.
revisions
no. date
designed
PAR
drawn
PAR
checked
55/PAR
date
4112114
scale
1/4" = r-0" N.N.0)
Job n o . 14-041 . ETr
Shawn M. Stambaugh, PE
FL. UC. 61850 - C.A. 26210
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300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
W W W.QEASSOCIATES.COM
drawing
PILE & SLAB PLAN
sheet
A-1.0
THESE PLANS CONFORM TO FBC - 2010
revisions
WW
(2) #4
(F.L. PERIMETER)
0' CONCRETE
BLOCK k4AU
#5 TOP STEEL
#5 TOP STEEL
OVER INTERIOR
1 1/2" BLCCi�� OR
6 CONC. !�LAD
SLAB REINF, SEE PLAN
OVER INTERIOR
6RADE BEAM
6RAVE BEAM
(SEE PLAN)
6'CONC. 5I.A0 FRAME HALL RECESS
7
#4 ole" x 4'-Ou
410* HOOK
BEAM REINF,
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(SEE PLAN)
SLAB REINF.,--
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BEAM REINF, --,ff WHELP.
TYP. ENT/RE
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PERIMETER
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6" CONC. SLAB
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SLAB REINF
BEAM REINF !;Ee,
SCHEDULE
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SEE PLAN.
b
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7" CONCRETE 5LAB
TO BEAM, TYP.
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MAIN PLUMBING RISER DIAGRAM
TO C VCR NOT TO WALE
I. PILING TO BE 14" DIAMETER BY 351-0" MIN. LEN16CH OR REFL6AL
DE516N CAPACITY - 22 TONS. ALL SflALl. BE IN Z6oRDANci WITH A.G.I.
543-R-00,
REINFORCING = (I) W7 x 55'. EXTEND 15" ABOVE T.O.P. ELEVATION
2. Al)&ERCA5T PILES ARE PLACED BY ROTATING i-' :ONTINUOU5 FLIGHT
HOLLOH SHAFT AU6ER INTO THE 6ROOND TO A PREDETERMINED PILE DEPTH.
HIGH 5TREN67TH &ROUT SHALL BE PUMPED HITH SUFFICIENT MRE55URE AS THE
AUGER 15 HITHORAkIN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND
TO CAUSE THE LATERAL. PENETRATION OF THE GROUT INTO SOFT OR
POUROU5 ZONE5 OF THE: 5UIRR-OUNDIN6 SOIL.
A HEAD OF AT LEAST SEVERAL FEET OF 6RCAJT ABOVE THE INJECTION
POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLIC?HTINry
AT ALL TIMES DURING THE RAISIN& OF THE ALk5ER 50 THAT THE
HIGH-5TRXNrz?TH 6NDUT HAS A D15FLACIN6 ACTION REMOVIN6 ANY LOOSE
MATERIAL FROM THE HOLE. TH15 METHOD OF PLACEMENT SHALL BE USED AT
ALL TIMES AND NOT BE DEFENDANT ON HHETHER THE HOLE 15 SUFFICIENTLY
5TAbLE TO RETAIN ITS SHAPE HITHOUT SUPPORT FROM THE EARTH FILLED
AUGER.
5, A1)4 41R &ROUT 5K4LL HAVE A 5TREN&TH OF 5000
P51 AT 2b DAYS. 51EE CONCRETE NOTES ON 5HE-ET 0-1 FOR ALL OTHER
CONCRETE
GRADE BEAWSLAB NOTES:
1. FLOOR SLAB THICKNESS 4 REINF. TO BE FEE PILIN& PLAN ON b MIL
V15OLE-EN (OR EQUAL) ON CLEAN HELL COMPACTED FILL PRE TREATED FOR
TERMITE5.
:2. AL-; R�JNFOR61N& STEEL TO BE GRADE 60.
3. & E BEAM AND PILING OF-515N BASED ON &EOTECHNICAL REPORT
PROVIDED BY A FLORIDA RE615TERED OEOTECHNICAL EN61NEER.
4. Af 7ILS, STANDARD (:.LEANIN6 AND GRUBBING HA5 BEEN COMPLETED AND
APPROVED, APPLY VIBRATORY COMPACTOR KIT-H, A MINIMUM OF FOUR
PA5SE5 TO THE EX15TIN6 GROUND.
5. 5LA55 SHALLNOI' BE: LOADED UNTIL 12 HOURHA5 ELAPSED.
6. 5FLICE5 SHALL BE 45 BAR DIAMETERS ANO ,ONTINUOU5 AROUND ALL
CORNERS AND CHAN6E5 IN DIRECTION, CORNER, 5AR5 SHALL BE 443 BAR
DIAMETERS EACH. HAY.
1. CONCRETE FOR GRADE BEAM AND 5LA55 SHALL BE 3000 PSI MIN.
MAXIMUM HATER/r.,ElvENT RATIO MUST NOT EZEED 0.55.
S. 5Cf-f--LPJLED HOOFS AND 5TIRRUF5 SHALL BE PLACED AT EACH END (F-F-)
OF BEAM OR THROLk5HClUT (T.0) BEAM AS INDICATED ON BEAM SCHEDULE.
STIRRUPS SHALL BE TYPE 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51
BAR 5ENL'>5 UNLE-55 OTHERA15E NOTED.
q. A,4, &RADE BEAM (MARK '65") BARS 5riAL.L. bE XNTINUOU5 UNLE55
OTHE-RAI5E NOTEDALL SPLICES TO BE A MINIMUM OF 45 BAR DIAMETERS.
10. WOLE ALL STRUCTURAL BEAM TOP BARS IN FAIR5 OVER SUPPORTS
HITH TOP BARS FROM ADJACENT BEAM5. (UNO),
1I.ALL AF0ED LO&ITUDINAL BEAM REINFORCIN& SHALL EXTEND 6" MINIMUM
INTO SORT UNLESS OTHERA15E NOTED.
12. ONE-r-xQARTER OF MAXIMUM BOTTOM REINFOR4' IN& STEEL AREA OF EITHER
ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP HITH A CLA55 "A"
TENSION LAP SPLICE ON EITHER 51DE OF ORT.
5LA55 ON VAPOR BARRIER - 5/4"
BEAMS AND COLUMNS - 11/2"
FORMED CONCRETE BELON ORADE-2'
UNFORMED CONCRETE BELOA &RADE-5"
AU&EIRCA5T FILE - 14" VIA. x 53'LON5 TYP
#7 x -33'-0" (EXTEND PILE 5" INTO 6RADE BEAM)
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LIAE117Y FOR IMPROPER 5LOPE5, 55RADE5
OR MEASUREMENT5. ALL FI&RE5 TO BE
\/ERIFIED BY A LICEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON!5TRUCTION.
designed
PAR
drawn
PAR
Che,Cke,d
551PAR
date,
4112114
5 c cl I o
114' = I'-Ou (U.N.0)
jOb nO.
14-041. ETT
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300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
WWW-Q;EASS0ClATES,0:)M
drawing
s4liall 01- t
A-1.1
THESE FLAN5 CONFORM TO FW - 2010
revisions
no. date
REV 1 5/50/I
E+LD6 CMTS
2/ND FLOOR PLAN
1/4" - P-O'
3" H RAILING
SPACED TO RE
D'IA 5PHERE PE
INDOW WITH A I•JFT CLEAR OPENING
5SQ. FljL. FOR GC3t3UNLa FLOORS,
SO. FT. FOH LJPPER FLOORS. OPENINGS
TALL NOT BE LESS THAN 24'H OR 20'W
LL NOT MORE THAN 44" ABOVE FLOOR.
a_=n ulcer+ ArJ—kl
1 ATTIC ACCESS W
A2 5CALE 1-1/2" e I -O"
OR WOOD
— STUDS a 24"
O/C
0
I/2" TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY 4 ATTACHED
W/ I" LONG BUGLE HEAD SCREWS TO
EACH 51DE 0 12" O/C
CONC. FLOOR SLAB
TYPICAL. INTERIOR k f � 3'10N
51"ALE: 3/4" = P-0"
ST FLOOR PLAN
66AL - : 1/4" = P-O"
(AT OR ABOVE FLOOD HT - SEE SURVEY FOR MIN FLOOD HT)
ALL WINDOWS AND DOORS ON
THIS RESIDENCE SHALL BE
IMPACT RE51STANT
NOTE:
ENGINEERED UNIT MASONRY USED TO
DE516N WALLS, BEAMS d COLUMNS
INSTEAD OF PRESCRIPTIVE CODE
NOTE:
RATIONAL ANALY515 WAS USED
TO DE516N THE FOOTING INSTEAD
OF PRESCRIPTIVE CODE.
ATTIC VENT CALCS - 2ND FLR
CEILING AREA
RATIO
TOTAL NET FREE
VENTILATING AREA
753 W. FT.
1/150
5.02 60. FT.
OR USE 30' 2" MIN OF 2" WIDE SOFFIT VENTING
OR USE VENTILATED ALUMIN SOFFIT THRU-DUT
ATTIC VENT CALCS -1 ST FLR
CEILING AREA
RAr-lol
TOTAL NET FREE
VENTILATING AREA
662 W. FT.
050
14.41 SQ. FT.
OR USE 26'-6" MIN OF 2" XIDE SOFFIT VENTING
OR USE VENTILATED ALUMIN SOFFIT THRU-OUT
CALCULATIONS
19T MOOR A/O #V0 5TAIV 1,072.0 5F.
2ND"AZ #VO STAIV 632A S.F.
TOTAL S.F.
OA101ORT
COVERED ENTRY
REAR PATIO
TOTAL 5F.
1,704 5F
100.0 5F.
54.0 5F
45.0 5P.
1,901.0 S.F.
THE DE516N PROFE5510NAL ASSUMES NO
LIABILITY FOR IMPROPER SLOPES, GRADES
OR MEASUREMENTS. ALL FI6URE5 TO BE
VERIFIED BY A LICENSED GENERAL
CONTRACTOR IN THE FIELD BEFORE
GONSTWXTION.
designed
PAR
drawn
PAR
checked
55RAR
date
4/12A4
s c a l e
114" = P-O" N.N.OJ
Job n o .
14-041 . ETT
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
W W W.QEASSOCIATES.COM
drawing
1ST & 2ND FLOOR
PLAN ver.2
shut .
x
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A -
THESE PLANS CONFORM TO FBC - 2010
of
r oviedon5
no. date
3b"X 50" R.O.
Div - 4q.gq
+ 45A2
�q
10
25"'X 63" R.O.
DP - 50.bq
+ 46.b2
36"X 63" R.O.
DP - 4q.gq
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36"X 62"R.O.
Ib"X 10"R.O.
IS"X 10-R.O.
54"X 0"RO.
54"X -12"RD.
DP - 411.41q
DP - 52.16
OF 52.16
DP - 41.30
OF - 4e03
+ 45.12
+ 46.Oq
, 48.Oq
+ 45.22
+ 44.65
RIGHT SIDE ELEVATION
SCALE: 1/4" = 1'-0"
NOTE TO 6.0. I NOTE TO WILDER:
6.0. 5HALL A550ME RE5PON516ILTY FOR ALL VERIFY BASE ELEVATION OR FLOOD
MA50NRY/ROUGH OPENING 51ZE5 AND SHALL VERIFY PLAIN MAX HE16HT WITH
WITH PRODUCT 5PEG.'s BEFORE CONSTRUCTION. PROFE55IONAL LAND 5URVEYOR
BEFORE GON5TRUCTION.
12" OVERHANG 5 ry a-L
EN05
OPEN
LEFT SIDE ELEVATION
• N
q'-4" T.O.:)k9 f L,k
In" WD FLR T? SES
-. e'-0. c C77
2'-0" ABV GRADE
FLOOD HT 6.0' NA.V.D.
4.0' N!A.V.D.
M ,y.' E
MAX HT ALLOWED
17'-10" 1"O.3.E.
6'-6" CL6
ry
�
q'-4" T.0.2ND FLR
'16" AD FLR TRUSSES
N
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'
2'-O" ABV FdF2ADE
FLOOD HT 6.0' N.A.VD.
4.0' N.A,V.D.
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- 52.16 36"X 26" R.O. 38"X 26"RD.
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REAR ELEVATION
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22'-0"
MAX HT ALLOWED
17'-10" T.O.BB.
8'-6" GL6
designed
PAR
drawn
PAR
C h i c kO d
5-5/PAR
date
4112114
S c a l e
114" = I'-O" (U.N.0)
j o b no. 14-041 . ETT
P
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
9'-4" T.0.2NO FLR
_ 16" WD FLR TRU55E5
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SPACED TO RE. ECT A 4" VIA
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MAX HT ALLOWED
-I" 5TANDIN6 METAL SEAM
ROOFING TYP.
QUANTUM ENGINEERING ASSOCIATES INC.
17'40" T.O.BB.
10 N GL6
6" H16H RAISED SMOOTH
GEMENTITIOU5 BANDING
Structural Engineering
-SYNTHETIC CEMENTITIOU5 FIN15H °
OVER DENSE 6LA55 GOLD BIRD Cost Segregation
OVER TYVEK BLD6 WRAP OVER
Icl/32" EXT 5HEATHIN6
5ECURRED TO TRUSSES
9'-4" T.O.2ND FLR
16" WD FLR TRU65E5
CL6 300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
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b" H16H RAISED SMOOTH
GEMENTITIOU5 BANDING
SEE DETAIL FOR EXTERIOR
CEILIN65 TYP. SHEET A4
RA15ED SMOOTH
CEMENTITIOU5 BANDING
BASE 2'-0" Ai9V d�
FLOOD HT6.O'NNA..DD.. ELEVATIONS
4.0' NA.V.D.
THE DE51ON PROFESSIONAL A55UME5 NO
L I AB I t- I TY FOR IMPROPER 5LOPE5, GRADES
OR MEA5UREMENT5. ALL FIGURE5 TO BE
VERIFIED BY A LICENSED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CONS iRUCTION.
A-3
of
THESE FLANS CONFORM TO FW - 2010
1/4" DIA. RED HEAD
AT 16" O/C MAX
'C" 4-1/2"x1-1/2'k14 O.A.
W/EXPAN51ON MATERIAL
CONC. OR MA50NRY
DRYWALL BOARD
CAULKING
6LA55 BLOCK
PERIMETER GAULKIN6
STUCCO FINISH
HEAD DETAIL (GLASS BLOCK)
DRYWALL BOARD
GONG. OR MASONRY
"G" 4-1/2"M-1/25c14 O.A.
W/EXPAN51ON MATERIAL
° GAULKIN6
a 6LA55 BLOCK W/
c- LADDER -TYPE REINF.
1/4" DIA. RED HEAD
AT 16" O/C MAX.
PERIMETER GAULKIN6
STUCCO FIN15H
JAMB/SILL DETAIL (GLASS BLOCK)
12
SEE ELEV
PRE -ENO. HOOD ROOF TRUSSES
024" 0/G TYPICAL W/APPROVE12
GALV. TR 65 ANCHORS 5EE
FRAMING AND BRAGIN6 PLAN
R-50 BATT, IN5ULATION-
(5EE ENERGY GALL)
5/6" (MIN) GYPSUM BOARD APPLIED_
TO UNDERSIDE OF TRUSSES
FIRE 5TOP-
TYPIGAL TIE BEAM. REFER TO
FLOORPLAN FOR BEAM SCHEDULE.
CORNER BARS MIN LAP 25"
1/2" 6YP5UM BOARD OVER
Ix2 P.T. FURRING O 16" O/C,
OVER 5/4" THK FOAM BRD
INSULATION. R-4.2 MIN.
3/4" T46 PLYWOOD FLOOR
GLUED 4 NAILED OVER
PRE-ENGINEERED FLOOR TRU55E5
O 5PAGIN& SUPPLIED BY TRU55
MANR
IS" DEEP FLOOR TRUSSES
SEE TRU55 MANUF PLAN FOR
VERIFIG.
R-50 INSULATION WHERE NEEDED
* SEE FRAMING PLANS FOR
ADDITIONAL STRUCTURAL
DETAIL AND INFORMATION
1/2" APPLIED TO UNDERSIDE OF
TRU55E5-TYP.
'5/8" THK TYPE 'X' GYPSUM BOARD
O &ARA6E GL& MIN)
FIRE 5TOP--
1/2" 6YP5UM BOARD OVER Ix2 P.T.
FURRING O I6" 0/G OVER 3/4" THK
FOAM BRO INSULATION. R-5.0 MIN.
—PRE-ENO TRU55E5
ALL EXTERIOR GEILIN6 MATERIAL
TO BE HY-RIB LATHE AND STUCCO
FASTENERS AT 24" O.G., EITHER
1-5/4" MIN EMBEDMENT ROOFING
NAILS WITH 1W SHANK AND 3/8"
HEADS OR STAPLES WITH I-5/4"
MIN EMBEDMENT L.E65 4 1/16" (16
6A&E)
EXT. PORCH CLG DET. #1
t_try
ix5 P.T. BUCK 5E7 IN
SEALANT AND NAILED
W/1-1/2" CASE HARDENED
COIL NAIL5 AT 12" O/G-
MAX
ALUMINUM FRAME
W/NAILIN& FIN
PERIMETER 5EALANT
STUCCO FINISH
#g x I" L5. P.H. 5M5 O 16"
O/C 4 6" MAX. FROM E
FRAME WALL
DRYWALL BOARD
---- CAULKING
JAMB DETAIL (WINDOW)
I" 5TANDIN6 MTL SEAM ROOFING OVER FEEL 4 STICK MEMBRANE
ROOFING OVER I11/32" EXT &RAVE GDX PLYWD, FASTEN MTL ROOF
PER MANUFAGT. SPECIFICATIONS FOR 110 MPH HIND PER F.B.G.
2010 EDITION
(SEE DIAPHRAGM 56HEDULE- FOR NAILING PATTERN
— I/4' HEEL ON 2ND FLOOR ROOF
TRU55E`.5
r
TOP OF 150ND BM. .-
1 SEE ELEVATIONS J
C,ONTIN. 6ALV. MITL DRIP OVER 2xb HOOD
FA561A ON TRU55E5.
12" USE VINYL COVERED FASCIA AND VINYL
{ Op,, VENTILATED SOFFIT.
5/6" 5TUCG0 FIN15H (2 WAT5) OVER
" I 8" GONG. BLOCK W/ (Ii #5 BAR VERT.
I' IN GONG. FILLED CELL AS PER PLAN
MIN LAP 30 DIAMETERS
APPLIED HOOD BASE
FIN, FLOOR TC BE AT OR
AE30VE FLOOD HEIGHT
4" THICK CONC. SLAB W/ bx6x10 W.W.M. AROUND
PERIMETER OF 5LD6. ON .6 MIL VAPOR BARRIOR
OVER GLEAN, HELL COMPACTED TERMITE
TREATED GLEAN SAND FILL.
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1
2 ND FII u' :•HFD FLA E f Y
NOTE:
ALL WALL AZ GEILIN6 FIN15HE-5 SHALL HAVE A
FLAME SPREAD CLA551FICATION OF NOT GREATER
THEN 200 )ki PER FBG R 2010
NOTE:
INSULATION MATERIALS, INCLUDING FACINGS SUCH AS VAPOR
RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN
FLOOR-GEILIN& A55EMBLIE5, ROOF -CEILING ASSEMBLIES, HALL
A55EMBLIE5, CRAWL 5PAGE5 AND ATTICS SHALL HAVE A FLAME
SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYING
5M'OKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN
ACCORDANCE WITH A5TM E &4.
NOTE:
EXP05FD ATTIC, INSULATION, ALL EXF05ED INSULATION MATERIALS
INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT
FLUX NOT LESS THAN 0.12 WATT PER `; UARE CENTIMETER. EXP05ED
FOAM PLASTIC INSULATION MATERIALS EXP05ED ON THE
UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC HALL5 SHALL
COMPLY KITH SECTION R516
CONCRETE BOND BEAM
SEE BEAM 50HEOULE FOR 5PEG5
NOTE:
R102.3.1 MATERIALS. ALL GYP5UM BOARD MATERIALS AND
ACCESSORIES SHALL CONFORM TO A5TM G 36, G 1q, G 4-75,
G 514, G 630, G q31, G qb0, G 1002, G 1041, G II'M, G 1175, G
121&, G 13415 OR G i3gb AND SHALL BE INSTALLED IN
ACCORDANCE HITH THE PROVISIONS OF THIS SECTION.
ADHC51VB5 FOR THE INSTALLATION OF GYPSUM BOARD
SHALL CONFORM TC A5TM G 551.
51F3' 5TUGCO FIN15H (2 GOAT5)
OVER 8" GONG. BLOCK WV (1) #5
BAR VERT. IN CONC,. FILLED CELL
A5 PER PLAN MIN LAP 30
DIAMETERS
FINISHED FLOOR O FLOOD
VERIFY Wf SURVEY INFORM.
a
O
STUCCO STOP AS REQUIRED
u .—BY' LOGAL BLV6 DEPARTMT
AND PER FBL. 2001/Oq
GRADE
L
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i
HANDRAIL
SOUTHERN Y. PINE #1
TYPICAL
ALUMINUM FRAME
FASTEN Tt +RU BI.CK W/
5116 "x5 114" TAPCON
SCREWS O 12" O/C
PERIMETER GAULKIN6
5TUGCO FIN15H
CONC. OR MASONRY
Ix5 P.T. BUCK 5ET IN
SEALANT AND NAILED
WI-112" CA5E HARDENED
COIL NAIL5 AT 12" O/G.
MAX.
DRYWALL BOARD
CAULKING
.— DRYWALL BOARD
--GAULKIN6
ALUMINUM FRAME, SET
IN CLEAR 51LICONE #
FASTEN W/ #6 x I" L6.
P.H. 5145 O 16" O/C 4
6" MAX. FROM ENDS
SILL FLA5HIN6
PERIMETER SEALANT
- 57UGCO FINISH
FRAME WALL
SILL DETAIL (WINDOW)
I-1/I6"xl-1/16" PICKET u
SOUTHERN Y. PINE #1 LL:
SPACED TO REJECT -
A 4" SPHERE m 6
(Fb = 1150 PsI) TYPICAL m
#12x3" WV.
5GREW5 TOP 4
BTM. TYP. V
NOTE:
R102.4.1 GENERAL. CERAMIC TILE 5URFAGE5 SHALL BE
INSTALLED IN ACCORDANCE WITH AN51 A108•I, A108.4,
AI08.5, A106.6, AI08.11, A118.1, AI18.3, AI36.1 AND AI31.1.
R702.4.2 CEMENT, FIBER -CEMENT AND &LA55 MAT
&YP5UM BACKERS. CEMENT, FIBER -CEMENT OR 6LA55
MAT 6YP5UM BACKERS IN COMPLIANCE H1TH A5TM G
1268, G 1525 OR C 1118 AND INSTALLED IN
ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS SHALL BE USED AS BACKERS FOR
WALL TILE IN TUB AND SHOWER AREAS AND WALL
PANELS IN SHOWER AREAS.
USE FIBER CEMENT TYPICAL WHERE FIBER&LA55
PREFAB UNITS ARE NOT INSTALLED.
ALUMINUM FRAME
-� 5ECURE FRAME TO
WITH 51LICONE
�CAULKIN6
.Oo0 • 40 o (7a
PRECAST OR POURED
SILL
PERIMETER CAULKA&
SILL DETAIL (WINDOW)
m
m
O
COMP05 TR€AD #P: --
ATTACH Wl(3/16" DIA x:3" LON6 (5ALV)
HEX HD 5GREW5. 2 EACH SIDE
SEE PLAN FOR K15ER5 L
2x12 5TRIN&ER
PT 2x6 FASTENED
VIA.0" ATTACH 5TRIN6ER
LONG OALV. LAG W/(2)I/2" DIA-
SGREWS. THR.UBOLT5 INTO PT.
4x4
P.T. 4x4 POSTS -
LUMBER:
LUMBER USED 5HAL.L BE 5P #2 OR
11/2" H/ BETTER. ALL LUMBER EXP05ED TO
WEATHER SHALL BE PRE55URE TREATED
OR RATED FOR EXTERIOR USE.
Q
uti
SPACER FU-,
WALL MOUNT
HANDRAIL
DETAIL
5CREW5 TOP 4
m BTM. O 16" 0/G
(ONLY APPLIES TC
CONNECTION TO WD. FRAMING. DOES
WOOD FRAMIN6 NOT APPLY TO STAIRS
GUARDRAIL DETAIL
COVER ALL CONDITIONS
#12x3" hL:), j
5CREH5 TOP 4 - -- r
BTM. TYP. --- - __
fh -�
GONNECTION TO
WOOD STAIRS
GONG. OR MASONRY
DRYWALL BOARD
2x4 P.T. BUCK 5ET IN
` SEALANT AND SECURED
/ W/ ,5--1/4" x 114" (MIN)
Qo o . , JQ. TAPGONS AT 8" G/G.
0 0 �/
DOOR YNIM
DOOR f"f�AME°
FASTEN TO FUCK W/
(2) #6 &A-V. x 2"
SCREWS a 2'-0" O/C
--- DOOR TRIM
--- - PERIMETER CAULKING
- - --- STUCCO FIM3H
HEAD/JAMB DETAIL (DOOR)
DOOR THRE5HOLD SET
IN BED OF CAULK 4
FASTENED TO SILL W/
#6 x 1 112" 5CREW6
O IS" O/C
PERIMETER GAULKIN6
FLOOR COVERING
O .O
n° ° Q Q .
l C, O, '
O
CONC. FLOOR SLAB
PERIMETER GAULKIN6
---- CONCRETE SLAB
SILL DETAIL (DOOR)
NOTE:
ALUMNINUM OR WOOD RAILING
' H PICKETS SPACED TO
R T A 4" 121A SPHERE 4
PE 2010
SECTIOIN
SCALE 1" =1'-0"
14 &A, I"" MTL. 57T'AP. ONE ON Er ri �ii� �c��• VIrTH THE EXCEPTION
OF A 5TRIN6ER ON AN OPEN 51PE WHERE THE: 5TRIN6ER ENDS ON THE
OUTSIDE EVOE OF A DECK. IN ORDER TO CONTIN,tE A 2x12 FASCIA
--14 &A. 5TL.. 511RAP 'SECURED TO 5LAE3 N VRltiri:' FOR THE RAIL5. EACH STRAP 15 NAILED TO THE END OF THE 5TRIN6ER
PINS AND NAILED 10 BOTTOM OF 5TRIN6ER W/ AND SECURED TO THE DECK N NAILS OR DRIVE PINS DEPENDIN6 ON
I&I NAILS ON EAtal STRINGER. HHEATHE'R WOOD OR CONCRETE. IN GA5E5 STRAP CANNOT BE
5En AFTER DRYWALL 15 HUNG, THE STRAP HILL START FROM THE
I)NOB51DE OF THE 5TRIN&ER As SHOWN.
Ai-iL N 5TRAP CAN BE
SEEN STARTING POINT
_ _.....__. /i- `.N STRAP CANNOT BE
:SEEN 5TARTING POINT
TOP R15ER SHALL BE , LLRE 7 TO DECK
/ t IN& ON CONDITIONS:
-2x4 P.T. SECURED TO 5LAE W/ 3" PRIVL PIN 1) T OR LANDIN+S W/ 5 Ibd NAILS 5T
5TAIR SECURED TC 2x4 kV 16d NAILS FROM ,' ;zj GONG. 5 W! 4 3' DRIVE PINS H/ 3O�
FIRST RISER TO THi- 2x4. NOTE THAT 2x4 P.T.
DOES NOT NEED TO SO FROM 5TRIN(DER TO 511RINaER. TAR PAPER BETIo^ffN CONC. 4 5TAIR,
3) IN CASES WHERE SLA5 15 TOO THIN TO HOLD DRIVE PINS
PROPERLY, 1/4' TAPCONS Hill M USED IN57EAD 0 THE: TOP
RISER AND THE STRAP ATTACHIN& TO THE: SLAB.
A� SIAIR DETAIL STAIR DETAIL
A4
2x6 LANDING H/ 3/4" 01
PLY-V. GLUED 4 NAILE
MEMBERS ARE 16" 0/6 M,
LANDING 5ECURED To BLI
WALL W/ 3" DRIVE PINS
12" 0/
2x4 P.T. 5L:CUI61,W TO BLK.
HALL W/ 3" DRIVE PINS O 12"
0/G DIRECTLY UNDER
L},NDIN6.
FILL COL
AND LINTEL SOLID
W16ROUT
T.O.B.B. 44
LU
#3 VERT TIE5 ONLY A5 REQ0.
SEE LINTEL SCHEDULE
i :'1% f - HIGH 5TREN65TH PRECAST LINTEL
f �1' WiREINFORCIN6 A5 RE00.
SEE LINTEL SCHEDULE
COLUMN5 BEYOND
SEE FOUNDATION PLAN
TYP TYPICAL DETAIL LINTEL
A4 AT OPENING
8"x8" FILLED OPENINC75 <= 6-0":
CELLS SEE PLAN PROVIDE 5"Xb" MIN.
AND COLUMN BOND BEAM COURSE
SCHEDULE FOR .:... PU 1-#5 MID. OR
............
REINF. ( ��,.°'X8" MIN. FORMED
.....::.: MASONRY GONG. 51H W/ 245
MASONRY— r OPENING MID.
WALL •F OPENINC75 > 6-0":PROVIDE Pd"XS" MIN.
BREAK AWAY 51PE I"• BOND BEAM COURSE
OF MASONRY :... • Z• ' _' . . . 4 V1/ 2-#5 MID. OR
— u u
COLUMN FOR I "�., a;- ---- X� MIN. FORMED
-
CONTINUOUS POUR ......:............ .':.::. ' �: GONG. SILL W/ 2-#5
MID.
PROVIDE 6" MN.".f PROVIDE 5"xS"
PENETRATION EA. 48" MAX. FILLED CELLS
END 4 TIED TO I VERT, DOWEL
VERT. REINF. ... .._....... ..........
��-1=- "� W STD. AGI HOOK
EA. END O 4'-0,.
FOUNDATION OR—"'' O/G WHEN OPENING
INTERMEDIATE
BEAM `� • ` ' ° :. ' • °• EXCEEDS *-0"ice: —..� A: WIDE
4 a
SILL REINF. AT MASONRY OPENINGS (TYP.)
3/4" w I.
EXI5TIN6 REBID FLIP
LEVEL �$
NOTE:
RISERS ARE M.AX `T-3/4"
TREADS ARE 10" MIN. DEPTH
6.G. TO VERIFY ALL FINAL
HE16HT5 IN THE FIELD BEFORE
CONSTRUCTION.
ATTACH 5 T KI N&ER TO
NBH PT 4x4 W1(2)1/2"
VIA THRUWLT5 INTO
PT. 44
4" THICK GONG. BREAKAWAY SLAB ON .6
MIL VAPOR BARRIOR OVER GLEAN, WELL
COMPACTED TERMITE TREATED GLEAN
5AND FILL. USE 1/2" FELT EXPAN51ON
JOINTS ALL AROUND
HAND COMPACT 501L
AROUND P05T TYP.
2x12 5TRIN&ER-5 TYP
DING SECURED TO A
POST H/ ONE (1") 14
GE 5TL. 5TRAPW/
JAILS. FILLED
CONCRETE LINTEL
SEE BEAM 5GHEOULE
y, . ' ': -' ;�- '•
BREAK AWAY 51DE OF
,,,. •.
MASONRY COLUMN FOR
CONTINUOUS POUR
SEE BEAM SCHEDULE
FOR REINFORCEMENT
.. .. F.
-JS-•
.::.
p
A
Is
FILL COLUMN .SOLID
—6"xB" FILLED CELLS
W/ PEA GRAVE- CONCRETE
5EE PLAN AND COLUMN
SCHEDULE FOR REINF.
TYP TYPICAL CHANGE IN
A4 BOND BEAM
HEIGHT
? 8"xlb" BOND
BEAM (PER
5GHEDULE)
f. t .s
�- - 5'xa PRECAST
�L
LINTEL.
4.
,.L'.
- FILL COLUMNS
AND LINTEL 50LID
W/ 6ROUT
f.:.
1E C `'
8' °x8" FILLED
CELLS W/1#5
VERT. (TYP)
P TYPICAL DETAIL
A4 LINTEL ON
COLUMN
TOI
2x WOOD OR PVG P1
5PAGED TO REJECT A
5
BOTTC7h
PT 2X2 MIN CONTIN BATTEN
14/3/16" X 1-1/4" EMBEDMT
TAPGON5 O 24" O.G.
4 NAILS 0.12 DIA. SHANK 3/8" DIA
LI HEAD 1-1/2" LONG O 6" O.G.
L(WHITE)
_ GtUAD PANEL ALU"INYL
11 VENTED SOFFIT "AMC"
J-CHANNEL 0,0155 THK ALUM WIT -NAIL O 12" O.G.
TC 655 4 18 6A 1/4" 55 STAPLE W/ 1/6" MIN
EMIBEDMT O 24" Q.G. TO PT 2X2 BATTEN. (MIN)
A4 SOFFIT ATTACHMENT DETAIL
OPTIONAL
1/4" THK xbN12" 5TL PLATE WELDED TO TOP LEFT AND
TOP RIGHT SIDES OF 3TL ANGLE BOX. SECURE WI(2)50'
DIA) WA. O 5" O.G. INTO EACH PLATE. 4" MIN EMBED TYP.
THRU-CUT
°
--1/4" THK x2"x2" 5TL ANGLE-
I WELVEG INTO BOX SHAPE
® _
_ _ _ _ _
_- _ _ _ A.6 I ADD DI0NAL5 - I EACH SIDE
PAINT ALL SURFACES FOR RUST
-_., I PREVENTION
® M*
Q
99 8 .d .
�----I/4" THK 5TL CENTER RIB
1/4" THK 5TL BASE_' BOLTED TO WALL
7JST SECURED TO 5LA®B _WI(5/6" DIA) N.A. 12" O.G. (3 MIN) 517F OF
05T ANCHOR SHOT H/ BASE TO BE DETE F MINEV B'r 6.0.
PINS TC SLAB AND
7 TO POST. FILL ALL A/C SUPPORT DETAIL
A�
THE DE51GN PROFE55IONAL A55UME5 NO
LIABILIT"( FOR IMPROPER 5LOPE5, ORADE5
OR MEA5)REMENT5. ALL FIOURE5 TO BE
VERIFIED BY A L I CEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON-5TRU0TION.
revisions
no. date
designed
PAR
drawn
PAR
C'. h e c ke d
55/PAR
date
4112114
s c a l e
1/4" = I'-O" (U.N.0)
Job n o . 14-041 . ETT
r
R
Y.
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
U_
��
®
z
E—
z
Q
®
U
0
W
E-�
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L0 '�
J
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project
O
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
W'b" W.a;ki:ASSOCIAT'ES.COM
THESE PLAN5 CONFORM TO FBC - 2010
f, A
ROOF FRAMING PLAN
1'-0"
SAFE GRAVITY LOAP5 FOR &' PRECAST 4 PRE57-RF55EP U-LINTELS
SAFE LOAD - POUNDS PER LINEAR FOOT
131 SUS 8F8-0B 8F12-OB BF16-0NW-MI WF4Zii
8F8--1B 8F12-IB 8FI6-18 81`211-18 8F,?+-IB 8F28-I8 8F32-IB
f YPE
LENGTH
Z:==-
2'-110-(341 PRECAST
2231
3069
4605
6113
7547
IM74
10394
IIW9
3069
4605
6113
- -
7547
8974
10394
11809
3--6- (421 PRECAST
2231
3069-
3719
5163
6607
fW)54
I D951
3069
4605
6113
-7547
f�74
--9502
4'-0- (481 PRECAST
1966
2561
2751
366-
—4890-T-'461
_10394
7034
_11809
8107
2693
4605
8113
7547
W74
I0394
11809
4--6- (541 PRECAST
1599
1969
2110
2931
3753
4676
54W
6224
2189
4375
-
5113
7547(7)
E1672
-
10294
11809
5'-4- (641 PRECAST
—
1217
1349
1438
1999
-
3123
4249
16603
3090
5365
.2560 -
7547(36
7342(19)_8733;19
_1686
1012119)
5,-10-(701 PRECAST
1062
1105
1173
1631
2090
M0
3009
3470
1451
2622
4360
7186 45
8036(19)
718(19)
8328(20)
6--6- (781 PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
W
-
5381
MID
10394(3
'
11
��21
7--6- (901 PRECAST
743
1011
17i97
--R-32
-2205-
-2.—M
3191
3685
1011
1729
3.M
fal
-
�7�44
6472(l
9--4- (1121 PRECAST
554
699
---.-2661
1160
-
1625
_
2564
.3486
2818
3302
752
1245
1843
2564
348-5
-47-05(37
-i�(471
10--6- (126� PRECAST
475
535
89024
2093
2777
1103_
643
_
1052
_.L7
1533
_
2093
_
2781
_
3643
4754(45
11'--4* (1361 PRECAST
362
582
945
_1 3-ft-
F80--
2423
3127
4006
582
W
136-6
- 184-6
2423
3127
4000
12'-0- (1441 PRECAST
337
6M
L
2193
2M
3552_
-
540
873
__L254
_
12M
_
1684
_-
2193
28M
35N
13--4- (160� PRECAST
296
471
755__
1075
1428
108
2316
2W3
471
'155
_
1075
1428
IBM
2316
2883
14--0- (1681 PRECAST
279
424
706 @
1697
2127
26M
442
706
_1002
002
_1326__
26
1697
2127
2630
14'-8- (1761 PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
458
--
763
--
1370
1902
-NR
2245
2517
2712
15'-4- (1841 PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR.
412
1250
1733
2058
2320
-
2513
17'-4- (2081 PRESTRESSED
N.R.
NR
--71-0
NR
NR
NR
NR
NR
-
300
----
548
--NR ---
950
1326
-
16M
1849
--
2047
19'-4-(2321 PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
_NR
235
420
1037
-
1282
1515
1716
2l'-4- (2561 PRESTRESSED
N.R.
NR
NR
-,--750
NR
NIR
NR
NR___
180
340
_
598
W
-NR
1114
1359
1468
22'-0-(2641 PRESTRESSED
N.R.NR
NR
NR
NR
NR
NR
165
315-1
784
1047
1285
1399
24'-0- (2881 PRESTRESSED
N.R.
--.-
�R_
NR
NR
NR
NR
NR
NR---
__
- 129 --
-250- --
450
-65-4-
-1384-1
1092
1222 J
NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
FIELD ADDED REBAR.
SAFE LAI-ERAL LOAn5 F011-P,
;AST 4 PRFSTRFSSFM U-1 INTELS
I&=-eam
SAFE LOAD
PLF
TYPE
—���
LENGTH H �
2--10- (34" PRECAST
BUB
1293
8F8
1642
GMU
2135
3'-6- (42-) PRECAST
1025
1024
1 E130
4'-0- (48� PRECAST
765
763
12
4--6- (54" PRECAST
592
591
1057 J
5'-4- (641 PRECAST
411
411
734
5--10- (70' PRECAST
340
339
607
6'-6- (781 PRECAST
507
721
48.1
7'-6- (901 PRECAST
424
534
357
9--4- (1121 PRECAST
326
512
227
10--6- (1261 PRECAST
284
401
178
11 '-4- (136' PRECAST
260
452
152
12'-0- (1 44-) PRECAST
244
402
135
13'-4*(1601 PRECAST' a
217
324
109
14'-0* (11681 PRECAST
205
293
98
14--8- (176) PRESTRESSED
N.R.
284
89
15--4- (1841 PRESTRESSED
N.R.
259
82
17'-4- (2081 PRESTRESSED
N.R.
194
63
19'-4-(2321 PRESTRESSED
N.R.
148
51
21--4- (256-) PRESTRESSED
N.R.
N.R.
N.R.
125
116
91
42
39
33
22'-0* (2641 PRESTRESSED
24'-0* (288-) PRESTRESSED
SAFE UPLIFT LOA05 FOR �) 4 FRECA57"
A.
4C.04M v Ism
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
!LENGTH
ffb--ff
OF12-IT
8FI6-lT
BF20-IT
8F24-1T
8F28-lT
BF32.-IT
1 21�1�
BF16-2T
8F20-2T
8F24-2T
W28-2T
8F32-2T
2'- 10- (34� PRECAST
_��--V
1972
_LF
3173
4460
5747
7034
8321
96ci--
---
1972
3173
4460
7034
8321
9608
3'--b(42"PRECAST * ,
1
1569
2524
3547
4569
5591
6613
7624
1569
2524
3547
4569
5591
6613
706
4'-0* (48',' PRECAST
1363
3079
3966
4853
5740
6627
1363
__2192
2192_
3079
3956
4853
5740
W7
4-15- (54) PRECAST
1207
1940
2724
3506
4292
5077
5861
---
12CL7
140_
—
3508
5OT7
—
58611
5'--4' (64� PRECAST
_L
1016
1632
_2724
2290
2949
_4292
3607
4265
4924
1016
1632
2290
2M
3607
4265
4924
I.' PRECAST
'M
2
��3
2694
3295
3897
4018
929
1492
2093__
2694
3295
3897
4498
6--6 (78� PRECAST
835 12
L
1340
11580
2419
2959
3406
40.
8345
15
—
INN
1880
2419
2959
3408
40.16
7'-6" (90 PRE' CAST
3
727 (23)
_LO2
1�)
_1��
21 �l 1
2571(l
303i(l 0
3501 (9)
_UJ
727
1166
1634
2102
2571
3039
35W
9'-4" (112) PRECAST
591
680
113 15_1E115
1811(15
2152(16)
249415)
591
851
1328
1705
2084
2483
2842
10'-6'(126') PRECAST
530
552
914(15
�15
11W15
1458(15
—
115i
732(
668
I I M
--
1526
1865
.
2204
_100:AI(15)
2544
ll--4-(136� PRECAST
474
485
15'
_
01�16
1510(15
179 5
494
__
599
1028
_L
1422
_131�M
1738
2053
_�U
23CO
12'-0* (1 4-4-) PRECAST
470 19
441
12�l 41
936 (14:
1151(15
1366(16A
15W.JI5
470
543
928
1349
160
IM
2247
13'-4*(160-) PRECAST
373
J� �JC
783 14
962 14
1141(1
1321114
428
455
770
1145
14"
1718
—
19913
14�-O- (1 68) PRECAST
384 (15:
14)1
723 �
7§LLI�
12M1
1218(14
410
420
709
1050
(8
1694 (8
1954 (7
14'-8* (1 76� PRESTRESSED
-'
5-1-9-(13-1-6-71(13
_1434
823 13
(
__FqL4
_1 121LI 1
46
390
M5
968
1324 (8
1625(11A
1874' 11
15'-4- (1841 PRESTRESSED
224
:�CIA
_.162113
9M(13
1=K!-3
230
384
W9
897
1224 (8
1562(14
L4
17'--4* (2081 PRESTRESSED
-
187
-
-
12
12'
2
754 (1
_1801
872(12
—
192
303
500-
_ROL
732
993 (8
1268(14
147C14
W-4"(2321 PRESTRESSED
-
-
222
546(12
646(12
746(1
-1-62 -
166
261424
616
831 (8
1057(14,
122-'14
21'-4-(256») PRESTRESSED
-
_142
_108306011393(11
480(11
567(11
65401
142
230
, _369 -_
531 -
713 (7
:�13
10ME, 3
22'-0- (2641 PRESTRESSED
137
192
I!Kl JO
1
1 10
545(11
629(11
137
--
221
354
_Tql
508
—
681 (7
861(13
.
997
L24'-I* (211) PRESTRESSED
124
IT
1131T-l-
341(101
416 (10
491(10
566 10
d
---124
200
316
L 450 1
aw A
756(12.
875 13
(J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR.
BEAM SCHEDULE
REINFORQW
—aTm
MARK 51zz TOP MID of? :5T/RW,5 PZMARK5
rrr MASONRY SOW BM CON71N
UNLE6 OTHERNI-AE NOTED
BB-1 6"XI611 1#5 NOW REOP. .2 COUR5E5 FILLED
L-I elke" 1#5 NONE REOV. CA57CRETE- H16H STRENGTH LINTEL.
UNFILLED
CA5TCRETI° H16H 5TREN&TH DOOR
L-2
1#5
NONE READ.
ALL COA5E5 FILLED
CA5TCRETr:- HIr-,H STREWTH LINTEL
L-15
e"x14"
A5
1#5
NONE READ.
ALL CAQW5E5 FILLED
L-4
e "XI6
1#5
1#5
h4)hE REOP.
CA.5TCRnr- H16H 5TREN67TH LINTEL
(2) COUR5E5 FILLED
CA5TCRETE HIGH 5TRENOTH LINTEL
L-5
VxWu
1#5
NONE REOV.
ALL COUR-5E5 FILLED
CA5TCRETF-- H16H 5TRENOTH LINTEL
L-6
6 llx22 11
1#5
1#5
M2hE REW.
ALL C42X-SE5 FILLED
CASTCRETF. H16H 5TRENOT74 LINTEL
L-7
8"X324
/#5
RE(W.
(4) Ci2P,5E5 FILLED
CA:5TCREnk 1416H 5TRENI57774 LINTEL
L-e
elk28ll
1#5
A.5
M2NE REOZZ
ALL 0OUR5E5 FILLED
11 A
LOOR FRAMING PLAN
THE OE516N PROFE55IONAL A55UME5 NO
LIA,511-17Y FOR IMPROPER 5LOPE5, 6RADF-5
OR MEASUREMENTS. ALL FIGURES TO BE
VERIFIED BY A LICENSED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CONSTRUCTION.
rcviedorI5
no. dat4
designed
t-AR
drawn
FAR
checked
.56/pAR
date,
4112114
ec, a I c
114'= I'-O"ON.0)
job no. 14-041. ETT
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
ry
0
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ILL
Q
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z
0
U)
c)
U)
c) LLJ
(c)
W
Lo
0 LLJ
project
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
0
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
WWW.QEASSOC,IATES.COM
J h 4-i t •
A-5
THE15E PLAN' CONFORM TO FE30 - 2010
rovi5ione,
no.
Iq/52" ROOr PLYHOOD. NAIL
PER DIAPHRA6M SCHEDULE
SEE TRU55 CONNECTOR SCHEDULE
SELECT CONNECTOR 5HOM ON
BRACIN& PLANS INSTALL PER. MFR.
SPECIFICATIONS SEE PLAN
TO. WALL
COW- Td----bZAM OR BOND BEAM
2-PLY MIN. GIRDER
TRU55 REll
SIMPSON "F&TR" UPLIFT
CONN. INSTALLATION
MAY RZa. ONE OR THO
AS PER TABLE BELOW.
1/2"DIA. x5" LON16 TITEN
HIPS IN EVERY OTHER
HOLE
5..
MIN, DISTANCE TO EV6E
OF HALL OR COL.
REAR
5IMP50N
FA6-TE-1 �V-�
ALLOWABLE
MODEL
01Y.
UPLIFT
NO.
TRU55
OR
-
(155%)
F&TR
I
1&-5L-6 l
,COW"----
2-1/2"x5"TITEN HO
5000 L55. I
2
.36-505 l
4-1/2"x5" TITEN HD
q400 LBS.
---
ErT'R-HL
I _JO-5V5
L -
1/4"x5"
2-1/2"XFI' TITEN HD'
5e60 L55.
131 OCK OR MASONRY
COLUMN-5EE PLAN
2X F.T. FASTEN TO COL" W 1/2"
0 WEDGE ANCHOR5 0 24" 0/6
VERT. 4 b' MAX. FROM EN05
F-AnRiOk WALL 5HEA Tl
SEE 51-EARAALL 5CHEVULE
FOR NAILING REQUIREMENTS.
HOLD 5HEATHIN67 AWAY' PROM
MASONRY WAIL 1,14 " KJV.
OR MA-r5ONR'1'
COL" SEE PLAN
2X P.T. FASTEN TO COLUMN Al 1/2" lP
WCVC-,E ANC' OR5 0 24" OIG VERT. 4
6" MAX. FROM END5
Ex cre:lCi AALi � A7,H!N&
SEE 311EARkA SCHEDULE
FOR 4AILIN& REQUIPLEMENT5.
FA31"EN TO END 511JO 1AV 16d NAILS tkr
I!," O/C VERT. 4 6' (MkK) FROM ENDE)
3 NOTE: USE 3"0"xl/4" 5-11-, hA5HER5, TYP., EA. ANCHOR
CONNECTION DETAIL
H/-52" ROOF PLYWOOD. NAIL
PER DIAPHRA&M SCHEDULE
PRE-EN6. P400D TRUSS SEE
TYR WALL SECTION FOR ACTUAL
HEEL AND O.H. GONVITION5
J5P RTIbA or RT16-2 CLIP W (4)
l0d x 1-1/2" NAILS TO TRU55 11 (5)
10d NAILS TO PLATE:
i-if'RAP DBL. TOF PLATE TO
ELEV. 51`UD5 W U5P "5FTH4k OR 6'
-.2x 5T.05 LJ-5TRAP OVER TOP PLATE AND
a 161, O/C DOWN EA. 51DE W (6) 10d NAILS
(SEE PLAN) (TYPICAL)
50LID BLOCKIN& a 4'-0' 01C IvERT. MAX.
. ... ...
MAX. UPLIFT = /-I&-)#
F/ MAX. &aO#
F2 MAXI= 645#
4
KA6)
CONNECTION DETAIL
' CONC. Tl BEAM OR DOUBLE MASONRY
BOND BEAM REWRIED PER SCHEDULE
(2) -2x4 P.T. SLOCKIN& 3ETkATN TRU55E5
4 ANCHORED 70 70P OF LEVOER WITH
16d NAIL6 a e" 011C
U5P "HTA.2,);'EIVEV STRAP gat 4'-O'ole
W 00) Iod x 1-112, Lc'.
NAIL. 5HEA7H/N& TO TK6.5 AND BLOCKIN&
PER DIAPHRAGM SCHEDULE.
HOLD SHEATHING 114" BACK OFF MA50NR
It -oil
FLOOR
(2)2x/2 P.T. CONTIN)a6
ATTACH TO MA-5ONRr W
SECTION 518- VIA. klil ANC ELEV
v i., O/C MAX TYP.
rFW 40 MIN. EMBED.
�
"ll A6.) CONNECTION DETAIL
6 q�)
5ECO11E TO P057
W 4) 10d NAIL5
Wt TU tC.,tl1 V 10d NAILS
FASTEN TO MASONRY NA" x
2-!/'4u L& TAIl 6 TO
4" x 1 4"
CONCRETE JAVY -!Y Lr
TAPOON5
t6p
MODEL
NO.
FA5TENER5
ALLOWABLE LOADS (LB5)
MASONRY
HEADER
J015T
UPLIFT
(133%)
MASONRY
(1001%)
5KH210LIR
D-TAPCON5
-1
1.505
1790
I 5KH210LIR-21
6-TAPCON5.
1545
1,430
ISK14410LIR
110-LA �ON5
-10-1
_j
1565
1 2240
PRE-EN6. klil TRI65 SEE LISP
7rR ll 5ECTION FOR ACTUAL BLCvl<
HEEL AND O.H. CONDITIONS x2',
//2" VIA. SEE OTHER DETAIL FOR
WEDGE ANCHOR CONNECTION. 1/4"XI-I
l
4" MIN. EMBED. tz:-J-_ ---
FLOOR 5hEATHIW5
"L PER. -'r-ChEl
BLOCK PER FRAMING PLAN
2x65W5 a /6'O/C
CONT. 2X6 RIBBON
NAIL TO EA, 5TLV.
MR) 16d NAILS
ROOF SHEATHING
NAIL PER. SC LE
(2) ROWS Of I&d NAILS
Ill 1211 O/C
1.1
STRAP 5TUV6 TO 61RPEK
kg)-r?P M57A.24
W(q) 10d NAILS
EACH MEMBER (I305# EA)
PRE-ENC7. k0. TK65E5
BLOCK PER PLAN
EXTEND WALL 5+EA7H1W;,
TO 70P CHORD
&/RVER 7RU56
SEE FRAMIN& PLAN
Fill FLOOR 7RU56E5
5EE FRAMN& PLAN
CONNECTION DETAIL
'�-'-VERIFY iAV TRU55 411
MFR, PRIOR TO
_4 t / FABR.
y I "T
Z'
SIDE VIEW
PRE 7 -EN& .
kc. &IRDER
VERT. 5L OC K
BY -IRL/53 MFR.
(2) 5/e>" 01A.
THRU-SOL75
5TEEL SEAT.
STRAP Vil TOP PLATE TO 57M
W U5P "5PTH&" U-5TRAP OVER
ELEV. TOP PLATE AND DOWN EACH SIr,
N W 10d NAILS (TYPICAL)
2x 5TUD5 a 16" O/C. ALL16N
TYPICAL
STUDS PV 5TUD5 BELOW.
50LID BLOCKIN6 a 4'-0" O/C
VERTICAL MAX. OR AT PANEL JOW
--CONT. 2x4 RIBBON W 3-1bol
NAILS EA. 5TLV
ATTACH TOP GHORD OF TRU55
TO 05L. TOP PLATE WI-Ibd NAIL
a b" 01r,
STRAP WEER BRO. WALL To LOJlER
Ill WALL N U5P M5TA24 STRAP
?Vq-10d NAILS EACH MEMBER
PRE -EN& MOOD FLOOR TRV65
kV-u-L SHEATH NO NAIL PER
DIAPHRAGM 50HEDULE
---.2x 5TUD5 0 16" OIC.
STRAP DBL. TOP PLATE TO 5TUD5
W U5P '5FT14b" U-5TRAP OVER
TOP PLATE AND DOWN EACH 51DE
W (6) Od NAILS (TYPICAL)
k&DOE ANCH, 0 (24" 01C)
AND 6 MAX. FROM OPENINC75
W.Px5"x/14" STEEL KA-CHER5
EMDED (4' MIN.
A6 CONNECTION DETAIL
X-BRACE BETWEEN EVERY TRJ55,
W 2x4 5P 4 (2) Ibd END NAILS,
EA. END
TRU55 Ml TO
PROVIDE PqE5 AT
BEARING.
//4" 12
As CONNECTION DETAIL
3TEELI COLUMN
SEE -CYCHEDVLE
a POULSON M.21
FASTEN TO MASONRY N Y4"
2A14" L6. TITEN5 4 TO
I' ONCRETE kVV," x 2-4" L6.
Tl
FA5TENER5
ALLOWABLE LOAD5 (LB6)
MODEL
NO.
MASONRY
HEADER
JOIST
UPLIFT
MA5ONR1'
(I0036)
HU210
3-TITEN5
4-1
575
2400
Hl
/4-71TEN.5
6-10d
/08.5
HU210-2
le-TITEN.5
10-10d
0/0
HU410
16-TITEN5
10-10d
1&0
----5065
5065
HU210-3
1/4-TITEN.5
I 6-10d
(Z ROWS OF Iod NAILS a 4" O/C
5/61, ROOF PLYWOOD
PK-\& ORDER TRU55
SIMPSON LTP4 CLIP 0 b" 0/0
*2x4 HOOD 5HEAIl SEE PLAN
IN LIEU OF CLIPS, THE PLYWOOD MAY BE EXTENDED TO TOP OF
57M. CHORD AND NAILED TO BTM CHORD WITH lod NAILS a 4" O/C
MAX 5TA6&ERED.
"WALL TO BE CONSTRUCTED AFTER TRU55
PLACEMENT 4 INITIAL DEFLECTION HAS OCCURED.
J
o
7'
z
2x( :, P.T. BLOCKIN( :i a b'-,O" O/C
FASTEN EACH END TO TRUSS W 3-1
i6AMIO CLIP a
U51D H6AMIO CLIP ALONG TRU55 a
Ne yV (4) 5/1(ou
I
511b" x2"LON6 TAPOONS To BEAM
.ON6 TAPCON5
6-
SCREN5 TO TRUr-- r--5TM. OW)RD
TO BEAM 4 (4)
12" SCREWS TO
CONC. TIE BEAM oi�
BLOCKING
I
MASONRY BOND BE -AM
(SEE PLAN)
3/4" FLOOR 5HEATHIN6
U5P HTA20 EA. TRL65
W (10) 10d NAILS
T"rFIGAL
SEE PLAN
T.O. WALL
2x4 F.T. SILL BLOCKIN&w/ 0.145'4)
x5" LIS. P.A.F. a 12" OIC
BEAM CONC. OR
MASONRY
WISE NAILING
ALON6 BILK'&
x b'-O" LONG
2xb BRACE
a V-0K O/C
kv (10) 16LI
NAILS, EA. END
TO. klil
SEE PLAN
5d NAILS
4 WI/4"XI-1/2'
4'-O'Olr,,W (4)
THE: DESIGN PROFE55IONAL A55UME5 NO
LIABILITY FOR IMPROPER 5LOPE5, 6RADE5
OR MEA5)REMENT5. ALL FIOURE5 TO BE
VERIFIED BY A LICENSED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CONSTRUCTION.
designed
PAR
draNn
PAR
CheCkCd
5311-AR
date,
4112114
a c
114- = P-O" (V.N.0)
job no. 14-041. ETT
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
•
0
A
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
WWW.QEASSOCIATES.COM
shoe
;7
A-6
rHE5E PLAN5 CONFORM TO FE30 - 2010
a
ROOF BRACING PLAN
5cALE � 1/4' = 11-011
BRACING LEGEND,
PERMANENT 2x4 DIAGONAL BRACE RESTRAINT IN THE
PLANE OF THE NEARI55T WEB MEMBER AT 20...0.'
INTERVAL5 AT APPROXIMATELY 45 DE&RZE AW.;LE,
FA5TEN TO TOP 4 BTM. CHORD5 WITH 5-16d TOENAIL5
x AND TO LATERAL BRACE WITH ('3) 10d NAIL5 EACH
INTER5ECTION. (REF; 0051 1-03).
HORIZONTAL BRID&IN6 WI' ri A MINIMUM 2xb 5TRON66ACK
AT 6'-0" 0/0. FA5TEN TO EACH TRL155 WITH 5-10d NAILS
AND ATTACH TO WALLS OR OTHER RIC710 POINT AT EACH
END (REF: B651 1-05). F'RO,/Of OVERLAP Of AT LEAST
(3) TRU55E5 (FLOOR ONLY)
PERMANENT 2x4xCONT. LATERAL. 13RACIN67 IN THE PLANE
OF THE 5TRUCTURAL BOTTOM CHORD OF THE TRU55E5 AT
6'-0" 010. FASTEN WITH 2-10d NAILS IN EACH TR165.
PROVIDE OVERLAP OF AT LEAST (2) TRU55E5 (ROOF
ONLY).
ZONE5 18 2
(SEE DIAPHRAGM 5CHEOU.,L)
ZONE.3
(55CE DIAPHRAGM -SChEDL, 1, L)
•
11� J 11�111 I
5. REFER TO TP/ / ki:,7A PZ51 -iAkf ANL��
RECOWENVATION5 FOR HANDLING, INSTALLATION AND 5RACJN5
METAL PLATE CONNECTED A000 TRU55E5", APPENPIXC, FOR
RECOMMENDED -'iEaEZE OF INSTALLING BRACING COMPONENTS.
6. THE 5rK)C774RAL AOEWAC( OF THE: INDIVIDUAL TM6,OE3164�6
TO N/77-6TAN19 GRAVITY AND WIND LOADINGS A3 WE'LL A5
GIRDER 60NNECrION5 AND LOAD5 ARE THE RE5PON515ILITY OF
THE TW6 DESIGNER. ANCHORAGE OF THE TRL655E5 AND
OIROER,�, To THE wppoRTIN& 5TRxn4ku To AiTH57'AliD k4iNv
UPLIFT IF; THE RE5PON.51BILITY OF THE PROECr EA6110ER OR
ARCHITL cT.
7. THE BRACING FOR THE ROOF PE3!&hW FOR BOTH
P051TWE $ NEGATIVE' FRE:55URE ADO MEET5 THE
REQUIREMEN75 OF 20/0 F56.
TRUSS)' CONNECTOR SC-'1HFDULE
FA511-:�ER.'5 PER
UPLIFT
ALLOWABLE UPLIFT
PARALLEL LOAD 0=2)
PER -ENO. LOAD FT
L6P
5IN&LE DOUBLE
51W5LE DOUBLE
FRZ00CT
5IN&LE DOUBLE APPROVAL
MARK
CONNECTOR
1°BL63 -==-
4-
5TRAP 5TRAP
--
STRAP STRAP
5TPAP 5TRAP
TC-I
HTA 12
W lod x 1-142,
/600 # 3200 #
660 # 1320 #
590 # Ilbo # FL e59
-TC-2
HTA 20
100) lod x
1615 #
3230 *
660 #
13.20 #
5442 #
//60 # FL e54
TC-3
R716H
(q) 10d x 1-1/2"
(4)114"x TAP.
1345#
27,40 #
4W #
q60 *
630 #
1260 # FL. 10739
L-TC-4
H&AM10
(4) 114 'xi-112 " k)�"
(4) 114 - x 1-514 TAP.
d1/5 #
030 #
/e2_!_j2/50
# i
745w
1 14.b0 * FL 61q
1) ALLOWABLE LOADS, ARE EASED ON U5P CATALOG 56th Ed. 2) BLDR MAY USE LONGER 5rKAP5 OF 5AME TYPE SPECIFIED. 5) L15E GALVANIZED NAILS AS SPECIFIED BY
MANUFACTURER. 4) TAPOON5 SHOULD BE L0/,ATEV AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR BUILDIN6
PAPER BETWEEN MASOMY WALL AND EACH TRUSS.
DIAPHRAGM SCHEDULE
DIAPHRA&f�l NAil-ih
FRAKN& DIAPHRAGM
1
ZONE
ZONE.3
PANEL
-ZONE
EDGE
-- —
INTER.
---___
EDGE INTEiZ..
EDGE
INTER.
LOCATION
PANEL 6RADE
7-H/cKw55
--,-AciN& axNvR/E5
REMARK
APA RATED 5HEATH/N(�
ROOF
EXPO-10PEI
24' 01C lod
lod
lod
lod 10d lod 10d
BLOCKED AS;
5PAN RATING 40120
14,132"
MAX. 4" 0,1C
4" 01C
6' 01C
4" 01C 01C 4" O/C 4" O/C
-'+VhN ON PLAN
APA RATED 5+1EATHIN6
SECOND
5TURD-1-FLOOR, OR 9-0.
.24'0A,, 10d
i0d
lod
GLUED AND bLOCKLO
FLOOR-
5PAN RATING 46124
23132.
MAX, 0/c
6" 0/c
/011 O/C
A5 -r-+VkqN ON PLAN
APA RATED -54CATH04o
NAIL CORNER,57VO5
EXT
I WALL I
EXPOSURE /, OR EQUAL
5PAN RATING 40120
1 111132
16 11 ovt' i0d
1 MAX. 1 4"' 01C
i0d
1 4" 01C
loci
6- 01C
AT 4' O/C MA)( TYPICAL
BLOCK FREE r-06fS
269# MAX UPLIFT
TRU55
FLU"OR BRACING PLA
0: EDGE 57RIP DEFINED A5 THE J C--5-5ER OF lo.%
OF LEAST HORIZONTAL 01MEN-40N OF BUILOIN6
OR 40% OF HEIGHT H BUT R7- LE-5-5 THAN 4% OF
LEAST HORIZONTAL O1l-EN51ON OF BUILOIN&,ANO
AT LEA5T 3 FT.
ROOF ZONE PRE55URE5:
ZONE 1= 42.3 F15F - ZONE 2 4 5= 73h P5F.
5HEATHINO
COMPRE-55ION WEB
5LOPIN67 OR VERTICAL
CONTINUOU5 PERMANENT
LATERAL BRACING (C.L.6)
PERMANENT DIAGONAL
BRACE NAILED TO OPP
5119E OF WEB PREVENT5
LATERAL MOVEMENT AND
SHOULD BE REPEATED
AT APPROX. 20 FOOT
INTERVALS
CEILING
FIGURE 36: PERMANENT DIAGONAL
BRACING iN THE PLANE OF THE AF3 MEMBER5
cKabb
FWRE 37: PERMANENT BRACING IN THE
PLANE OF THE kEB5 FOR PITCHED 7RL65E-5
—HORIZONTAL BRIDGING KTH A MINI" 2x6
5TRON65ACK CONNECTION TO EACH TRU55 WITH
3-10d NAIL5 AND ATTACHED TO WALLS OR OTHER
RICHIP POINT AT EACH END (REF: 5051 1-05).
PROVIDE OVERLAP OF AT LEAST (3) TRU55E5
(FL 9OP5 ONLY).
5EE PLAN
FIGURE 3& PERMANENT BRACING IN THE PLANE
OF THE kE65 FOR PARALLEL CHOW TRU55E5
LATERAL Lpr%^GLv
PERMANENT WEB I
DIAGONAL CR055
BRACING
5ROUP OF WOOD
TRU55E5
'WEB MEMBER5)
LATERAL BRACE
FIGURE 39. PERMANENT BRACING
IN THE PLANE OF THE WEBS
THE: DE51ON PROFE55IONAL A55UME5 NO
LIAE31LITY FOR IMPROPER 5LOPE5, ORADE-5
OR MEA5URF-MENT5. ALL FIOURE5 TO BE
VERIFIED BY A LICENSED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON-5TRUCTION.
rovi5ione,
no. date
d0!5iqne,d
PAR
drawn
PAR
chockod
661PAR
date
4112114
5cale,
114# = I'-Ou (U.N.0)
Job no. i4-041. ETT
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
0
LL
0
z
1--
z
10
(1)
c)
U)
C) UJI
(0 1
Lli
c)
L0
D
0 LU
-J ZW
II--
projoct
A
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engin eering
0
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
WWW.QEA.SSOC,IA'I'ES.COM
=1I�
■
NOW
Sheet
A-71 x
k�
THE5E PLAN5 CONFORM TO FW - 2010
2ND FLOOR ELECTRICAL PLAN
1'-0"
I
(/) 5ET5 OF (/ 0.2/'0
IN 1-112" CONDUIT
01�5Er OF (3) #.210 Ax6 T7 u
IN 1-112' CONDUIT
gut
q it
PANEL
l
L 213C l
PANLI_
)A
;?00 A
1 #4 CU. ONP. WIRE 70 COL rP/Pi
1-516"6OX 1O'CU_"iePLEW-NTAL &ROUN
AND TO ONE REINFORCEIN6 BAR IN
THE FOUNDATION 20'-0" LON& MIN.
414011 ii 1111191 IJIII�llilliII i ;I ��ii Il iiII III
200 -AMP PANELA
I APPLIAW�E
ilrr
BREAKFA6T
LR!!�K Ab
TOTAL ALL f*ANr:L5 5
Ist 10,000 a0% 10,000
REMAINDER AT 40% 16521.6
A/c, LOAD AT 45% 6,500
TOTAL 33,02q.&O 240 13-7h4 AMP5
WE
ELECTRICAL SYMBOLS
DUPLEX RECEPTICAL SWITCH TE-LEV1510I\ JACK �b, SMOKE
t' A12" A.F.F.:51NOLEPOLE Y PRENIREL71 DETECTOR
OUPLEXRECEPTICAL 5AITCH
AT BASE THREE WAY
DUPLEX RLCEPT16AL SWITCH
AT e" AOV. C42UNTER 1'4 FOUR AA�-
OUPL-EXRECEPTICAL SNITCH
FLL15H N FLOOR RHI05TAT
r-WIP1 Pv rwlTrw
® DIMMER
5NITCH
K KEYED
no. date
SECURITY
KEYPAD
:JUNCTION
-Jl Box
rN
SECURITY
KEYPAD
:JUNCTION
-Jl Box
rN
220 V, REaEpTlcAL
AT 12" A.F.P.
L-l'
5AITCH
DISCONNECT
HVAC
GO)
PADDLE PAN
THERM05T -\ 7,
W OR NO/ LIGHT
T
INTERCOM
AT 60" A,FF,
FL OURE5CENT
LIGHT FIXTURE
TELEPHONEE OUTLET
INCONOE3CENTLI&HT
AT 12" A.F.F.
I
FIXTURE CLO, MNTE0.
TELEPHONE OUTLET
INCONPE5CENT LIGHT
FLU5H IN FLOOR
FIXTURE WALL. MNTEP
SPEAKER
IN CLO.
HI HAT
CLO. MOUNTED
5ECUR17Y
HI qA ' -'
L10HT5
VAPOR PROOF
ELECTRICAL NOTES:
F.P.$L. METER
s DISC.
BREAKER
PANEL
EXHAUST
PAN
EXHAUST
PAN
L V DOOR
RELEASE
nv
voLumE
T
CONTROL
A. HEAT 5TRIP LOA0,5OVERN5 OVER CONDEN-GOR UNIT LOAD.
B. 6ENERAL L.IOHTfN6 CALCULATED 0 1304 (W.1=7) x.5
(XATT51`.l50.FT);= 5,112114 (6ERLT6.61R) = 365.14 (XAT7-5/EA)
C. CONDUIT ciIZE. OR 366.0 XATT5
D. SEE 5V&-f`ANEL CALCULATIONS
R. BRANCH CIRCU/75 RUN IN ROMEX.
D1500NNE(7,T CALOULATION5:
PANEL W
TOTAL MO A/C) = 51,324
Ist. 10,000 0 10036 = 10,000
REMAINDER is 40% = 16524.6
A/C LOAD a 65,% = 6500
TOTAL A'
E33:E2q_:6:0:1 240 v 167.64 A
G.G. CAN COORDINATE PVOHNER THE
6ERNERATOR POWER REQUIREMENTS
PANEL CONF160RATION FOR ADDING A
PORTABLE EMER&ENCY GENERATOR.
METER
FINAL LOCATION BY &.G.
(2 x 40 x 26,144)1(5000 x 240) = 1.75
/// + 1.75 = .36
.36 x 26,144 = 1525.0q
AJ.C. OF SERVICE = q525.Oq
A.l.C. RATING OF PANEL = 10,000
NOTE. -1
GENERAL CONTRACTOR TO COORDINATE
FINAL HVAO LAYOUT WITH TRIJ55
LCOMPANY BEFORE TRU55E5 ARE BUILT.
I -NOTE.. — — — —_ — — — -1 ALL BEOROOM5 MUST HAVE ARC, FAULT
INTERRUPTION
NOTE TO GENERAL CONTRACTOR:
ALL ELECTRICAL To BE FIELD VERIFIED
BEFORE IN5TALLATION
L __J
- - - - ---------------------
PROVIDED �,LEC'?'RIC SMOK'E
DE`l7-_%fl'T(?RS,- W1141 101AT"NERY
VVIRED, 3�) 1"HAT 1"Pi'l
OF ANiV DET �E(1`11'01� NH 1
A CARBON MONOXIDE ALARM SHALL
13E INSTALLED IN ACCORDANCE
wim F.A.C. RULE- 0-3,0472 WITHIN
TEN FEET OF EACH ROOM USED FOR
k LEE
PURPOSES,
THE DE516N PROFE55IONAL A55UME5 NO
LIABILITY FOR IMPROPER 5LOPE5, 67RADE5
OR MEA5UREMENT5. ALL FI OURE5 TO BE
VERIFIED Blr A LICEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON57RUCTION.
revisions
d05i(31`10d PAR
PAR
checked 331PAR
date, 411.2114
5cale. 114N = P-O" (V.N.0)
drawn
14-041
0
U-
z z
< :)
10
U) LLI
�r4 q Lli
(.0 _J
D
0 Lli
project
Q-EA
QUANTUM ENGINEERING
ASSOCIATES INC.
Cost
Structural Engineering
Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
0
A-8
rHE5E FLAIN5 CONFORM TO EE30 - 2010
ASSOCIATES INC.
Cost
Structural Engineering
Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
0
A-8
rHE5E FLAIN5 CONFORM TO EE30 - 2010
revisions
19Mv
date
2ND FLOOR MECHANICAL PLAN
5G,-E : 1/4" = 1'-0"
1ST FLOOR MECHANICAL PLAN
56ALE : II4" = 1'-0"
THE DESIGN PROFE55IONAL A55UME5 NO
LIABILITY FOR IMPROPER 5LOPE5, GRADE5
OR MEASUREMENTS. ALL FIGURES TO BE
VERIFIED BY A L I CEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON5TR UGTION.
designed PAR
drawn PAR
checked 55/PAR
date 4112114
50010 1/4" = I'-0" N.N.OJ
Job n o . 14-041 . ETT
W
W
®
zz
F'
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Q�
W
a wU
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pF-
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W
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W
project
Ql[A
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
0
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
drawing
MECHANICAL PLAN
'
�f
e
7 -
�
� r
Al
�=
sheet
M-1
of
THESE PLANS CONFORM TO F60 - 2010